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0680 CRAIGVILLE BEACH ROAD
� x ,, � r,i� ten. ,. k _ y` :; �. � � .a;' t ., � �- .,^g .ram, nt� .h' ,Yem t 4'a' i* t w r " } r� .. � . ' v ,:. y .. e � ar` � w �: `} � �� ,. e a .. x c,. e. ram ub ,�Y ��� 1 � � � IR;� '..n �. �' � '. �i r } '. 1 n+ i. n �. f � .1 ` _, � .. n V n t � � � t e � ., ,. .. � 4. _ t .� o .. , .� ., - - r. � ,9 i ., ,. .i Home Energy Raters LLC BTorrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address 680 Craigville Beach Road Centerville, MA 02632 Date April 10, 2615 Contractor Bourque Heating & Cooling Test Type Post Construction Leakage to Outside-Includes Air Handler/Furnace Conditioned floor area = 2128 Sq FT. (Area Served/Two Systems Tested) To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 170 CFM (2128/100 x8 =170) Duct leakage tested = 71 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure _ - 25.0 Pascals " Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 3.34% e t Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC zNEt Town of Barnstable * Building Department - 200 Main Street * BARNSTABLE, * Hyannis, MA 02601 9 MASS (508) 862-4038 s639- ' ArFO MA't a tertif icate of Occupancy Application Number: 201402591 CO Number: 20150036 Parcel ID: 226120 CO Issue Date: 04/10/15 - Location: 680-CRAIGVILLE BEACH ROAD Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: MULLEN,DOUGLAS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �dftWrguepargtment Signature Date Signed t , TOWN OF BARNSTABLE SINE Bui I din' '� 201402591" &A.RNSTABLE, Issue Date: 05/28/14 Permit MASS. i639. A�� Applicant: MULLEN,DOUGLAS Permit Number: B 20141257 Proposed Use: SINGLE FAMILY HOME Expiration Date: 11/25/14 Location 680 CRAIGVILLE BEACH ROAIkoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 226120 Permit Fee$ 1,490.22 Contractor MULLEN,DOUGLAS Village CENTERVILLE App Fee$ 100.00 License Num 81995 Est Construction Cost$ 292,200 Remarks 1 APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD NEW HOUSE-3 BED AND 3 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GREEN,RICHARD H&DALE R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 10298 SANTO NINA CT INSPECTION HAS BEEN MADE. LAS VEGAS,NV 89135 Application Entered by: JL Building Permit ISSued By: THIS PERMIT CONVEYSNO RIGHT TO OCCUPY ANY STREET,ALLEY-OR SIDEWALK ORANY.PART THEREOF,EITHER ORARILY O P L ,CROACHMENTS ON PUBLIC PROPERTY`N¢ >... SPECIFICAL,�LY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION'.STREET OR ALLEY•GRP.DES A'S LL S DEPTH AND'LOCATION OF PUBLIC:SEWERS MAY BE OBTAINED FROM THE DEPARTMENT:OF PUBLIC.WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS,0 ANY APPLICABLE SUBDMSI0N RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. i WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. r PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 ,�Ij � /5am ��Q 2 Qas ¢?or►h%� 1 Heating Inspection Approvals Engineering Dept Firg D 2 Boar a !t . `�� j In � PROJECT NAME: I J 1 ADDRESS: 1 Y�-n t PERMIT# I � � PERMIT DATE: -� M/P: a a c -- io LARGE ROLLED PLANS ARE IN: BOXY SLOT Data entered in MAPS program on: BY: q/wpfiles/forms/archive 0c46QLSq TOWN OF BARNSTABLE BUILDING PERM APPLICATION Map Parcel Application # Health Division Date Issued Zjlp� 4 Li Conservation Division , , Application e� e t'Z� > Planning Dept. rt Permit Fee n Date'Definitive Plan Approved by, Board. �. + 0 Historic - OKH Preservations/ Hyannis 0 - Project Street Address � � � t'ul LL e 96-AQ-044-- t Village CC�JTW V)t,� q- Owner IXNlZ— 4)' RJLA*P�0 (4A Address 6"?) "P46 ILL-e [3 s Telephone _'70 Permit Request Square feet: 1 st floor: existing 1,000 proposed1l 1 2nd floor: existing proposed :71 Total new 10,143 Zoning District Flood Plain Groundwater Overlay.:: Project Valuatio Construction Type Lot Size �TS�, , Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 578 Historic House: `❑Yes Flo On Old King's Highway: ❑Yes Ul. d Basement Type: @'Full , ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing `, new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: �AJIGas ❑'Oil ❑ Electric ❑Other 0Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®'No 5 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new,§ize--4 lAttached garage: ❑existing :0 new size _Shed: ❑ existing ❑ new size _ Other: r Zoning Board of Appeals Authorization /Appeal # Recorded 0 R , Commercial ❑Yes o If yes, site plan review# Current Use . Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) n f Name M,1�IU61%1 "LC-q4 3uOlVIA Telephone Number Address R6 L� - � License ense # X � � ►1l � AA, 02 Home Improvement Contractor# Email AuLt��idolAjA, L Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TISL SIGNATURE DATE `� t 5 FOR OFFICIAL USE ONLY APPLICATION# = - DATE ISSUED MAP/PARCELNO. ' ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: r FOUNDATION Qk I'C>Ilo FRAME Q3o�lS INSULATION FIREPLACE . ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ! M D'ATE,.CLOSED OUT ASSWION PLAN NO. i. ., Town of Barnstable Regulatory Service's Thom as F. Geil er, Director Building Division ,L. . :,,j•,,. ThomnsPerry, CBO,B-ail din g Connmissi0ner 200 Main Street, Hyannis,MA 02601 . . www.town..harnstahlama.us` . Ofic-e: 50 8-862=403 8 Fax: 508-790-623 0 PLAN REVEL Owner: Map/Parcel: I;a(o I Clio Projedt Address G$0 CKA=Gyri4E Builder: 1301A-G' MLAL LIE,nl (3EAcH AO The following items were noted on reviewing: Ti�Z�S 2 r� �r'�_t`n E►�Yi' `� �Vi" (L�-5> N o'T A LLo w E eA 3 5-NfV\Gy f bE ry-C--ra2s msr SDI ow r� akekx QLczawJs 6 r)o'r AP-PeOYCO TFPF�ZE� C L�4?SiJG k�Q�u�2 c^_an1 f�2��OkS Reviewed by: DatE. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA.02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information T- ,A, , ��,r/, fl Please Print Legibly Name(Business/Organization/Individual): M�1�.�'1V Nj al ti. Address: , ate L-21 City/State/Zip: Phone#: , Are you an employer?Check the appropriate box: TypXofpr 'ect(required): 1.L� 1am a employer with ( 4. ❑ I am a general contractor and Iemployees(full and/or part-time).* have hired the-sub-contractors, 6. onstruction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7.:❑Re odeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition t [No workers' comp.insurance comp.insurance$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3:❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. _ $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: l Policy#or Self-ins.Lic.#: t b 7_� Expiration Date: �3d h Job Site Address: bTb Cjetkh Vla& �N' City/State/Zip:Cgnj,006,— 44+ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration'date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der the pains and penalties of perjury that the information provided above is tr.,g and correct Signature: Date: Phone#: t G `��` "' Official use only. Do not write in this area,to be completed by city or town officiaL Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit,one affidavit indicating currentpolicy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia "\ Office of Consu:#er Affairs&Busi ess Re ulaho - — �ME 1lWPROVEMENT CONT g ° Lrcense or re RACTOR gistratton valid for individul use only i istra"4h f 6317 & 'before the expiration date. xpiration 513/2015 LLC TYRe Office of If found return to: y Consumer Affairs and Business Regulation MULLEN BUILDING 8 f lop plaza-Suite 5170 REMODELING, LLC. ( Boston,MPj 02116 DOUGLAS MULLEN i. 87 HICKORY HILL CIR OSTERVILLE,MA 02655 Un�ersecr se cretary I•Y' r • I ovalid wttho,ut st Massachusetts.-Department of Public Safety Board of Building Regulations.and Standards Construction Supervisor. License:CS-081995 DOUGLAS W E 87 HICKORY HILL s Osterville MA 02S55 Expiration Commissioner 01/23/2016 Contain en,o Mess 83�cgs o f SPaee ,040 eub fee ��9ouphte� lfi3)of failure stat tp Pon e Buildin less a curr g C en edi For pps Cicerysihb,it a Is Cause for red of the Ma . oration visit ocation of ha`huse tts wwwMass. is licen Mass Goy/pPs Se Ac;uHq. CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 04/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). - PRODUCER CONTACT NAME: Lora Lowe - - Southeastern Insurance Agency, Inc. a/c°NoExt: 508.997.6061 a No.508.990.2731 439 State Rd. E-MAIL ADDRESS: P.O. BOX 79398 PRODUCER CUSTOMER ID#: North Dartmouth, MA 02747 INSURER(S)AFFORDING COVERAGE NAIC# INSURED - INSURER A: Arbella Protection Insurance 41360 Mullen Building & Remodeling LLC INSURER B:- AEIC PO BOX 1274 INSURER c:. Marstons Mills, MA 02648 INSURER0: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 2014 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR 'P�CDY EFF FOLIC EXP LTR INSR WVD POLICY NUMBER - LIMITS GENERAL LIABILITY 850005259 09/08/2013 09/08/2014 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE To RENTED PREMISES Ea occurrence $ 100,000 CLAIMS-MADE A OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 t'' X GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: J PRODUCTS-COMP/OP AGG $` 2,000,000 POLICY PRO- ECT LOC $ J AUTOMOBILE LIABILITY 102002422 11/12/2013 11/12/2014 COMBINED SINGLE LIMB $ ANY AUTO (Ea accident) 1,000,000 ALL OWNED AUTOS BODILY INJURY(Per person) $ - a - - � BODILY INJURY(Per accident) $ A X SCHEDULED AUTOS _ PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS - $ $ UMBRELLA LUAB OCCUR '. EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE i $ RETENTION $ " $ WORKERS AND EMPLOYCO RS'LIABILITY Y/N MPENSATION " - 21626 04/30/2014 04l30/2015 ORY LIM TS OER ANY PROPRIETOR/PARTNER/EXECUTNE E.L.EACH ACCIDENT $ 1,000,000 B OFFICERIMEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 1.01,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION ` SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable Building Dept. AUTHORIZED REPRESENTATIVE 200 Main Street Hy nnis, MA 02601 Lora Lowe ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD national rah May 8, 2014 Attn: Doug Mullen/Mullen Building RE: 680 Craig !Ile Beach Rd. Centerville. MA <* This letter is to notify you that the gas service located at 680 Craigville Beach Rd, Centerville, MA,was cut and capped on the property on 5/6/14. If you have any questions, please feel free to contact me @ 508 760-7-463. Thank You, t-!�%arah Brillant Gas Customer Fulfillment National Grid 127 Whites Path S. Yarmouth, MA 02664 Tel#:508 760-7463 Fax#:508 394-5019 e • Apr. 24. 2014 101-59AM NSTAR-SUMSW3 No.-0330 P, 2 One NSTAR Way Nsw rAR EL EC rRI c, Westwood,Massachusetts 020eo GAS April 24, 2014 n Richard H. Green A Dale Green 10298 Santo Nina Ct: ' Las Vegas, NV 89135 RE: 680 Craigville Beach Rd: • r - . Dear Richard Green At NSTAR, we're committed to delivering great service.~ , w This letter serves as'confirmation that, as of April 24th, the electric service to 680 Craigvile Beach Rd,, Centerville, has been removed: Based on this information,there is no electric power at this address and-you may proceed with the demolition. If you have any questions, please contact me-at 888- ' 633-3797, Sincerely, , Audrey Alclone\ \ ' New Customer_Connects MA Ir .. ? i f Apr 23 14 05:51 p „ j p.1 Cente"rville-Osterville-Marstons•Mills = Water IDepartnent ; P.O. ROX 369—1138 MAIN STREET s t OSTERvILLE,MASSACf1USETTS 02655 www.commwater com OFFICE OF y s BOARD OF WATER COMMiSSiONFRS s WATER SUPERINTENDENTWIlTEIt N r '1q . TEL.No.508-428-6fi91 � t •. - DE FAX.No.508A28-3508 " . ;. April 11„2014 Barnstable, Town of, Building Department De ,^ ,,' �, ,•,F •.' �, °'r .... " ' R. . +> 200 Main Street ; Hyannis MA 62601 _ f Re: Account#1412 r , Richard Green k 680 Craigville Beach Road Centerville, MA '• f - �:" r- To Whom It May Concern: - On Thursday, April 16,`2014 the water service was'disconnected Tat the curb stop for the property mentioned above: It is our understanding:that the ownerplans to demolish the house, re-build and will install a new water service at:a later date. , If you have any questions,'please call our office at 508-428-6691. ; truly YO s, - Glenn Snell • Assistant.Superintendent ' - GS'/jw .a r. 0 0 fi n u u n D u G7 n Effective Date: April 28th, 2014 u Western Sty ureCompA anV o G n LICENSE AND PERMIT BOND n u G � G KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 62013353 n 9 n u G u G Thatwe,MULLEN BUILDING AND REMODELING LLC G 9 n u of OSTERVILLE State of Massachusetts as Principal, n and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of BARNSTABLE State of Massachusetts as Obligee, in the penal sum of Two Thousand and 00/100 DOLLARS ($2,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Residential Contractor by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until April 28th 2015 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of tbirriy 5 ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh ° hepc �lieved from any liability for any acts or omissions of the Principal subsequent to said dad` R� s%b Vie number of years this bond shall continue in force, the number of claims made aarnshis bo a the number of premiums which shall be payable or paid, the Surety's total limit of If—a- 1 shall not a emulative from year to year or period to period, and in no event shall the Surety's total lik%ty v-aI,1%1V ,exceed the amount set forth above. Any revision of the bond amount shall not be u c n q iye. �> Dated th1S 25th day of April 2014 G , � n n G u u u u MULLEN BUILDING AND REMODELING LLC u Principal 62 u u u u V Principal G WESTE SURET COMPANY fi 9 B u y u Paul T.Bruflat,gnior Vice President n Form 532-12-2011 G u G u u n 0 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 25th day of April 2014 . before me,the undersigned officer, personally.appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,.a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }bbbb444bbbbbbbbbbb444bbb} - S. PETRIKxkt s ^ NOTARY PUBLIC ^ r s SEAL SOUTH DAKOTA SEAS s ry Public—South Dakota a s }bbbbbbbbbbbbbbbbb4bbb44} - . My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he—executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF—)TA,aA�TT, s (Corporate Officer) s COUNTY OF g �m i On this __rH--day of A P2'L d'7-61 before me personally appeared U LL fN who acknowledged himself/herself to be the 2 e In rt LL of V F i✓ 6 V 1 Lb1 4-2ek- „ L a corporation,and that he/she as such officer being authorized so to do, executed de foregoing instrument for t purposes therein.co ined by signing the name of the corporation by himself/herself as such officer. My commission expires ?-fin l�l �e xw c w 14 Notary PulVc r'u C trr c it..,H.S TS4 i Z a� C: a z z i W 4 .� �. a o > N 1 -a ° o o v] fJ, -� Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York,.North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Residential Contractor Town of BARNSTABLE bond with bond number 62013353 for MULLEN BUILDING AND REMODELING LLC as Principal in the penalty amount not to exceed: $ 2,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 25th day of April 2014 ATTEST WESTE N/ URET COMPANY 01 By c✓`' L.Nelson,Assistant Secretary Paul T ruflat,Vice President � --��' �. STATE OF SOUTH DAKOTA ss '" .' COUNTY OF MINNEHAHA �* �d�9�8883�3�5S�b On this 25th day of April 2014 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }aahyyg5�,y�,yyyyyyab4yaatiy} s S. PETRIK p sA�NOTARY PUBLIC SEL S S SOUTH DAKOTA�LSp }hh�,5yyyy,gyyygggyyyy�,ya} Notary Public My Commission Expires August 11,2016 4WW to Form F1975-1-2012 „ Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit 2014-011 -Green §240-91(H)(3)- Demolition and Rebuilding on Nonconforming Lots To demolish &rebuild a single-family dwelling on a lot less than 10,000 sq.ft Summary: Granted with Conditions Bk 28124 Fs i 54 18'?7*� Petitioner: Dale & Richard Green 45-05-2014 a 09 a 53m Property Address: 680 Craigville Beach Road, Centerville Assessor's Map/Parcel: 226/120 Zoning: Residence B District _w Hearing Date: February 26,2014 - - Recording Information: Deed: Book 2773 Page 054 Pion:Plan Book 76 Page 1 (Lot 1 &westerly half of Lot 2, Block A) Background In Appeal 2014-011, Dale & Richard Green sought a special permit pursuant to §240-91(H)(3)for the demolition and rebuilding of a single-family dwelling on a lot containing less than 10,000 square feet. The Applicants proposed to completely demolish the existing structure and rebuild a new 1,943 sq.ft, two-story, three-bedroom, single-family dwelling with an unfinished basement and a rear covered porch. The subject property is a corner lot with frontage on Craigville Beach Road (public)and Irving Street (private). The parcel contains 7,500 sq.ft(all upland). The property was improved with a 1,122 gross sq.ft, three-bedroom single-family dwelling, constructed in 1956. It was a one-story, Cape- style dwelling. The house did not conform to the required 20 foot front yard setback from Irving Street or the required 10 foot side yard setback to the eastern property line. The lot is served by public water and on-site septic. Procedural & Hearing Summary Special Permit No. 2014-011 to allow demolition and rebuilding on a lot less than 10,000 square feet was filed at the Town Clerk's office and office of the Zoning Board of Appeals on February 11, 2014. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on March 26, 2014 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Craig G. Larson, Brian Florence, Alex M. Rodolakis, George T. Zevitas and Herbert K. Bodensiek. Michael Jimerson, the project architect, and Douglas Mullen, the contractor, represented the petitioners before the Board. Mr. Jimerson reviewed the proposal to demolish the existing dwelling and rebuild a new, year-round dwelling for the petitioners. Mr. Mullen stated that the basement would remain unfinished. The Board and the representatives discussed access to the site; access is currently provided from Irving, which is an unpaved road. The Board Chair requested public comment and no one spoke; one letter of support from Roseanna McCourt was submitted to the record. " Findings of Fact At the hearing on March 26, 2014, the Board unanimously made the following findings of fact for Appeal No. 2014-011, a request for a special permit filed by Dale and Richard Green to demolish and rebuild a dwelling at 680 Craigville Beach Road, Centerville: 1. Richard H. and Dale R. Green have petitioned for a Special Permit pursuant to Section 240- 91.H(3)to demolish an existing 1,122 square foot single-family dwelling and rebuild a new 1,943 Town of Barnstable Zoning Board of Appeals-Decision and Notice Bk 28124 Pg15 5 #18 7 7 9 Special Permit No.2014-011-Green square foot dwelling on a lot that contains less than 10,000 square feet. The property is located at 680 Craigville Beach Road, Centerville, MA as shown on Assessor's Map 226 as Parcel 120. It is Iocated in the Residence B Zoning District. 2. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-91(H)(3)allows for the complete demolition and rebuilding of a residence on a nonconforming lot containing less than 10,000 square feet of contiguous upland by Special Permit. 3. Site Plan Review is not required for single-family residential dwellings. 4. 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. 5. The dwelling is proposed in compliance with all setback requirements of the RB District. 6. The proposed lot coverage shall not exceed 20% or the existing lot coverage, whichever is greater. The proposed lot coverage, inclusive of covered porches, is 16.8%. 7. The floor area ratio shall not exceed 0.30 or the existing floor area ratio of the structure being demolished, whichever is greater. The proposed FAR is 29.4%. 8. The building height, in feet, shall not exceed 30 feet to the highest plate and shall contain no more than 2 '/z stories. The proposed height is 21' 8"to the highest plate; the proposed dwelling is two stories. 9. The proposed new dwelling would not be�substantially more detrimental to the neighborhood than the existing dwelling. The vote to accept the findings was: AYE: Craig G. Larson, Brian Florence Alex M. Rodolakis, George T. Zevitas, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2014-011 subject to the following conditions: 1. Special Permit No. 2014-011 is granted to Dale and Richard Green for the demolition of an existing dwelling and rebuilding of a 1,943 square foot dwelling at 680 Craigville Beach Road, Centerville, 2. The dwelling shall be constructed in substantial conformance with the plan entitled "Site Plan of 680 Craigville Beach Road Centerville"dated December 3, 2013, drawn and stamped by Daniel Ojala of Down Cape Engineering; and the elevations dated 1/24, 1/27&2110 2014 and floor plans dated 177/2014, all entitled "Dale & Richard Green, 860 Craigville Beach Road", drawn by Michael A Jimerson AEA, seven sheets. 3. The lot coverage of the dwelling shall not exceed 16.8 percent of the lot area and the floor area ratio shall not exceed 29.4 percent. 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. 5. Any conversion of space currently determined to be uninhabitable into habitable space is prohibited. The basement shall remain unfinished. 6. Access to the property from Craigville Beach Road is prohibited. 7. Prior to issuance of a certificate of occupancy,a certified as-built plan prepared by an independent party shall be submitted to the Building Commissioner to confirm that the lot coverage and floor area ratio of the dwelling conforms to the ordinance and the conditions of this decision. 2 Town of Barnstable Zoning Board of Appeals—Decision and Notice Bk 28124 P915 6 #18 7 7 9 Special Permit No.2014-011—Green 8. The number of bedrooms on the property shall be limited to three. 9. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 10.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 building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Craig G. Larson, Brian Florence, Alex M. Rodolakis, George T. Zevitas, Herbert K. Bodensiek NAY: None Ordered Special Permit No. 2014-011 to demolish and rebuild a dwelling at 680 Craigville Beach Road 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 filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. ?lC Crai , hair Date Sign d I, Ann Quirk, 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 decision has been filed in the office of the Town Clerk. Signed and sealed this G� day of iowi under the pains and penalties`of , perjury. Ann Quirk, Town Clerk • ,:�N��TOW •• � � •;0 f Town of Barnstable 28124 Pg157 #18779 KAM C _ Assessing Division �,�� 367 Main Street,Hyannis Mid 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: 508-8624722 Director of Assessing ABUTTERS,LIST CERTIFICATION March 14, 2014 RE: Adjacent Abutters List For Parcel(s) : 226-120 680 Craigville Beach Road Centerville, MA. 02632 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. j Board of Assessors Town of Barnstable f Bk 28124 Pg158 #18779 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '226120' 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: 31 k� close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed City5tate2:ip BERGEN, BERGEN- 1325 S PORTOFINO SARASOTA FL 226113 WALDEMAR TR CENTERVILLE REALTY DR UNIT#306 34242 14563/319 TR 226116 TRULL,RICHARD B RBT REAL ESTATE 29 VINE AVENUE CENTERVILLE,MA 21144/176 TR TRUST 02632 PRIORY OF ST PROVIDENCE PROVIDENCE,RI 226117 THOMAS AQUINAS C/0 REV PRIG COLLEGE 02918 2523/49 CALABRESE, WEST 226118 CHARLES 7 BREWSTER RD SPRINGFIELD,MA 8470/098 01089 226119 YAMPOLSKY, 51 HINCKLEY ROAD NEWTON,MA 2 77 6 2/34 0 MICHAEL M 02468 226120 GREEN, RICHARD H 10298 SANTO NINA LAS VEGAS,NV 2773/54 &DALE R CT 89135 666 CRAIGVILLE MCCOURT, MA 02647 ORT, 226121 ROSEANNA J TR BEACH RD REALTY P 0 BOX 6$7 MA 02647 9526/142 TRUST BROOKS,ERIC J& 692 CRAIGVILLE CENTERVILLE,MA 226122 ALVES,MICHELLE B BEACH ROAD 02632 24933/64 VA 104 226123 CHISARI,TINA TR TRC REALTY TRUST AVENUE MA 02156 WEST NEWTON, C199418 AVE 226124 CASSIDY,PATRICK 15IRVING ST CENTERVILLE,MA 12748/068 02632 WEST 226125 PETRUTIS,REGINA PO BOX 367 HYANNISPORT, 18614/115 MA 02672 WINKLER, CENTERVILLE,MA 226126 GREGORY& 46JACKSON AVE 02632 C131480 MAUREEN 226127 ABDOU,NABTL R& ABDOU FAMILY . 4 LOVERS LN SOUTHBOROUGH, C166071 CLAIRE A TRS NOMINEE TRUST MA 01772 226128003 BOUTROS,FAYEK B 276 BELKNAP RD FRAMINGHAM, C184096 &ANGELE M MA 01701 DESALVO, MARILYN EVERETT,MA 226128004 &BRILEY,THOMAS 29 FRANCIS ST 02149 C170781 F JR 226128005 SANTA MARIA,LEO SANTA MARIA 47 WASHINGTON MILTON,MA C159420 F&JOAN M TRS REALTY TRUST ST 02186 WEST 226129 HILL,JEAN S 58 MONTCLAIR DR HARTFORD,CT C146156 06107 226148 TARPEY,JAMES B TARPS REALTY TRUST PO BOX 567 WAKEFIELD,MA TR 01880 27140/275 226179 CARRAS,BETSY TR 70 JACKSON AVENUE 70 JACKSON AVE CENTERVILLE,MA C124796 REALTY TRUST 02632 81ARISANO,RALPH 10 KEARSARGE WEST 226193 E JR&SUSAN AVENUE HYANNTSPORT, 27 2 5 1/28 9 MA 02672 246003 WALTON,BRUCE H 25 MAY ST NEEDHAM,MA 10687/174 02492-3107 246006 IWBB REALTY TRUST PO BOX 21 12189/016 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/27/2014 Bk 28124 Pg159 #18779 y VALORIE,PAMELA MILFORD,MA M TR 01757 246007 BARCA, DENNIS M BARCA REALTY 60 ASPEN DR BRIDGEWATER, 13383/271 &ELLEN C TRS TRUST MA 02324 TRAYWICK,MARTIN C/O CRAIGVILLE WEST 246008 C TR REALTY P O BOX 216 HYANNISPORT, 12115/307 MA 02672 246009 ORWIG,WHITNEY 100 PLEASANT COHASSET,MA 22416/262 &WEBER,ROBIN L STREET 02025-1706 246010 THERRIEN, 35 CASTLE DRIVE HOPE,RI 02831 10414299 RICHARD G&JANE 246011 QUIGLEY,MICHAEL JPQ IRREV TRUST 3 MELODAY WAY NATICK,MA 23190/297 E TR 01760-3251 • s http://66.203.95.236/arciums/appgeoapp/AbutterReport.aspx?type=ZBA 2/27/2014 Bk 28124 Pg160 418779 BALTAUSKAS, 117 WINTERGREEN GROTON,MA 246012 MARIJA R ESTATE C/O ELENA STATHIS LANE 01450 20969/260 OF BARROSO, CENTERVILLE,' 246013 ELIZABETH P& 96 CPANBERRYLN MA 02632 20578/308 MAGNO J 246219 OKEEFFE,TIMOTHY PO BOX 476 HYANNISPORT, 20135/219 ]&SUZANNE B MA 02647 246220 MORGAN,CHARLES 11 ALDEN ST NATICK,MA 2687/102 E 01760 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 list 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 2/27/2014. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 2/27/2014 Z ' Town of Barnstable Geographic Information System February 28,2014 228180 Au► 248777 248032 246237 228138" 226131 #� g¢� '28 ♦ 18�1 #T64 iR83 #B 2# 7 # #111 228114 248180 ' #5 44 w. 226112 #19 r,� #73 MOM ■ � 24623834 Q 226130002, CF .#e '� v #622 246220�14 Q #37'"r y>� ►4.. 246017 0248192 #27 228132 ® 226079 <� 20 60 3..,'. -lava :-22813tf .:=' i/% :../ / r'.':';r'2A80124r'r: ::.:.:# r / 1i! .% #81 ?A8030 246225 228130001 73' / / r /. '{✓ 1F 38 >;.,,, ::.;..,;_. 043 ,: f /�/` 3 �:' i,.�i .:: 2A6027 #630r2*4#17 :: �'� / r/ �i/,o r �/F•: j48013' 223 02 At 590 "' � 228133 /f /. •rf ./� f•`".' •' /i/;.f;fJ'�`.#96, a� 90 ::a28129' / �//' (`:/ fir r f< /// /'•: " A,✓ri r / ✓ ✓ il(f rr yj �!/ �y}5p2g �p ?A822r4 228135001 51 ?/= / �'' n� j •� f ✓ 0101 246029 #800 #29 226130 :•: 'Y j f `e!''. , ✓r l y i` 240028 #e18 628 184 240106 2#20 r /R 95 2443183001 a A /f,!r ✓ 226 1 28 00 6 #1 W. 0 70 /r ri /. // l� i77i / t( / �. 1ri8297 246163002 028 2�940001CMp 226928002 '••./�.� //; ri/�!'i"/�� %'� 1'r ✓ f• �.,�j�l!rr1i;. 6VESp'WAY 0780 226140002 •'' !r/�i�////%r' �lf�r` /; '�/flr!�'.r1�r'�/l`•�r''. % ,Irr'/ilf'� '��. f / i #T34' / r/ !�/!•r`' �/ / ✓i//'. �/�%✓' yj:/ .�:. 70 246218 . �;frt'✓ //'. .Fr• /Frr�./!'.r•• r ,.J,'!`i.:� ram' frf,ifjr .•::;. f+ - :•228193.�1/:��"f �i+jf/ y Jj�i, 1R1 228146002 2A6005 1R2T #11 :#t0 :if�i,' fi�"r /Ji +✓rir / - :::'-:._..:: #32 226141 r' 1228W r�rTidr; #778 a #10 D uat 228146001 e' i, C .': 248213 -k #16 11711 �m #44 248171 228142 22814e004 t:c;?A8220:i:';':: 228148001 2482144 2460 228147 20 #65 ltt� i#54 228144 # ''?S' #29 79 • all ?26M �#63003 CENr�"�v •#I 245001 218 246172 e 226035� 225012 226028 246000 #ee #70 #ss #32 #36 #117; 5 R. DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:226 Parcel:120 Zoning Board of Appeals(ZBA) Q boundary determination or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may rot meet established map accuracy standards.The parcel lines on this map Abutter List Type-Parties of Interest are those directly opposite subject lot on ;,. are only graphic representations of Assessors tax parcels.They are not tore properly any public or private street or way and abutters to abutters. Hotlftcatibn of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer Bk 28.124 Pg162 #18779 - ' J 1 0 1 Ie ° TOWN OF BARNSTABLE, TOWN OF BARNSTABLE i ZONING BOARD OF APPEALS;..; r" 1 j ZONING BOARD.OFAPPEALS NOTICE OF PUBLIC'HEARINGS"UNDERTHEZONING:i NOTICE OF PUBLIC HEARINGS UNDERTHE ZONING ORDINANCE ORDINANCE MARCH 26,2014 MARCH ZB,2014 } 7o'ail persons Interested in at affected by the:actions'of the To:all persons,interested in or affected by the actions of the y ' Zoning Board of Appeals you are hereby notified,pursuant ` you ou are hereby notified, pursuant to Section 11 of Chapter 40A.of the General Laws of the Zoning Board of Appeals, to Section.11 of Chapter 40A of the General taws of,the., Commonwealth of Massachusetts,'and all amendments.therelo', Commonwealth of Massachusetts,and all amendments"thereto ihk a public:hearing an the appeals will be held on_. Ot witl be held on TWednesday March 26;2014,at file time indicated; at;a public hearing on the following appeals. Wednesday March 26,20t4;at the time indwated: a 7 00 PM Appeal No.2014.011 .Green. '7"00 PM Appeal 40-2014-011" Green s"'Richard."H.and Dale R.'Gi have petitioned for a Special Richard H.and Dale R:'Green have petitioned for a Special . {Permit pursuant to Seption:240-91.H(3)to demdish an existing t ': f,122.square'foctsinglefamily dwelling and rebuild:e new:1,943 Permlt pursuant to Section 240-91.H(3)to demolish an existing ' 122 square foot single-family dwetting and rebuild a new 1,943 }square foot•dwelling on a Id that contains less than 10,D00 square foot dwelling on a lot that wntains:leas than.10,000 `{ squarefeeL The'ptoperly is located at 680 Cragviile Beads Road . quare feet The prnperly is located at 680 Craigville Beach Road Centerville,;MA as shown ore Assessor's Map 226 as Parcel 120 fit , Centerville;MA as shown on Assessor's Map 226 as Parcel 120 it is located in the Residence B Zaning Distnd 1$located in the Residence B Zoning District 7101 PM Appeal No.2014-012-Pensco Trust:Compaity '. ,7:O1.PMAppeat N0:2014-012 :Pensca Trust Company PeescO Trust Company FgO"David Scarra has pebgoned;foi a`• ;:.Pensco TnistCompany FB4 David Scerra has petitioned fora;""I .60eciai Permh pursuant to Section 24D 25C(1)Nighway:Buairtess:: i Special Permit pursuant to Section 240.25C(1)Highway Business Disind—Conditional Uses The petitioner is requesting a special ' `District Conditlonel Uses.The petitioner is requesting a special' permit for operation of a hair salon with all appurtenano.w.erem, permit for operation of a hair salon with all appurtenances thereto 'on the second floor of an existing building,,The properties are _ ;on the sewed floor of an existing building.The propeNes are, hioceted at1,1211124 West:Main-$66t Hyannis,MA as shown located at'112&124 West Main Street,Hyannis,MA as shown. ''on Assessor's Map 290'as parcels'028 end.18.2::They are nn the -Assessors Map 290 as parcels 629 and 162 They are in the HlghwayJ3usiness and Residence•d Zomng Districts Ighway Business and Residence B Zoning Olstncts 7:02 PM Appeal Nm:?014-013:Gregory ,T-02PM Appeal No.'2014.013;Gregory ;;; Nathaniel A Gregory-hasappilad"for a vaiii ice from Secton I n f 'Nathaniel A..Gregdiq has applied fora variance from Section NO* Accessory uses,which requli that an atx essory lot 2gp44.-,Accessory"uses;,wNchrequires that an,aooessoTy 01, be,adjoiningbr immediately opposite and across'aroadfromthej t ` be,"adjoining or immediately Opposite and across a road from the lot on which the principal use it serves is located'The applicanE` l0ton which Ole"principal.use a serves is'lobatad":TheappUcert seeks to corisUuct a pier,ramp and 0oaton a";05 acre lot at 320' ssetcs.to_conswct a plea,ramp and float on a:".05 acre lot at 326 =' East Bay,Road,appurtenam;to the residential:dwelling'at.42B g`, !`•Wrenn Avenue:The property.is addressed 320'East Bay Road:. k�Eas4 Bay"Road,appurtenant"tc.the resident al dwellin at 428 WiannoiAvenue;the:property is"addressed 320 East Bay:Road Osterviile,;MAas shown on Assessor's Map 163"as Parcel 02D It+, a0atervHie. as shown on Assessors Map 163 as Parcel020 it ,' F is m the Residen0af F 1:Zoning District is in the Residential F-1 Zoning District ', 7 03 PMAppeal No:20%014:Connor x T:03PMAppeal Na.2814-014'Connor.r Peter and Ann."Connor are:petflioning fora}5peaal Pennd '' ursuant_to 5eoUon,'24025 1 Hr hwa Business District Pete -and:Ann Connor.are4etilloning for:a Special_Permit e.p C(} g y rsuant'to•Section:240-25.C(1?HnghwayrBusiness,Distk Conditonal Uses for,tha operation°of a brewery in an existing• CondiOonal Uses for the.operatlon OF brewery m 66 existing wmmercialsWcture.The petitioners are proposing to.brew and cominercia!slruc irk Thy litioners are proposing to brew and; t:b6ble hand crafted beer along with associated;accessory rues° -,.battle hsnd craftedll atoll_with associated accessory uses:: r inciuding retail sales;product tasting and sraa8 events TFre Lincluding retail saleswpl0dii&tasting and small events The' property is;:add=essed 485 INesG:Mam Street=Hyanms MA as" shown on Assessor sMap 269 as parcel 223 It.is In Ote Highway' ;property.ls addressed 485 west Main Street;Hyannis,;MA as gusiness'and Residents B,Zoning;Dlsbids . shown on Assessor s Map 269 as parcei 223.If is m the"Highway These public hearings will be:'.heId at the.Barnstable Town r Business and Residence.9 Zoning Districts-> Hali 367„Man Street:Hyannis MA Hearing Room 2nd floor y• 3 These public hearings Will be hold at;the BamstableTown ,yyednesday,.March 26 2014.:'Plans and":applications may,fi Hall,38fi:Main"Street Hyannis,:ta1A Hearing Room,2nd'Floor, be reviewed at the Zoning;Board"of.'Appeals`Offi ea',16 ' Wednesday, March 26, 2014:'.Plans and applications."pay F Management Departm8gt Tawn Offices, 2p0 Maln Street , be:revtewed"at the Zoning Board of Appeals Offica,'Growtti" ;`Hyannis".MA a + Management Department; Town Offices,,200 Ma rhRStreet;i Cratq G Larson Hyannis;MA.' Zoning Board of Appeals " Craig G.Larson,Chair' The Barnstable Patriot Y Zoning Board ofAppeals I Maroh 7 and March"14,2014. .. a 'The Barnstable"Patriot March 7 and March 14,2014 * +R fAfSL cAf�N f i REGISTRY dF DEEDS A,TR�UE COPY,ATTEST JOHN F.MEADE,REGISTER -' SARNSTASLE REGISTRY QF DEEDS 000f.2773 Fat: 054 MASSACHUSETTS QUITCLAIM DEED SHORT FORM ONDiVtDUAL)set 24852 We, Charles Akselrad of Princeton, Mercer County, Ne Jersey and Lisa Akselrad, of.- Brooklyn, Kings County, New 'fork, as joint tenants X*t and not as tenants in common being rrn+ne Wed,for consideration paid,and in full consideration of Thirty-Eight thousand fives hundred ($38,500.00) dollars paid grantsto Richard He Green and Dale R. Green, husband and wife as tenants by the entirety, both of 62 Ruthellen Rd., Holliston, Ma.01746 with rlutttlsfat tttttassttts thelandin Barnstable (West Hyannisport), 'Barnstable County, Massachusetts bounded and described as followsi [Description and encumbrancer,if any] SOUTHERLY by Craigville Beach Road as shown on a plan hereinafter referred to, Seventy-Five ( 75 ) feett WESTERLY by Irving Street as shown on said plan. One Hundred (100) feett NORTHERLY by Lot 19, Block A. as shown on said plan. Seventy-Five (75) feet i and EASTERLY by the Easterlji half. of Lot 2, Block A on said plan. One x Hundred (100) feet. The above described premises being Lot 1 and the Westerly half of Lot 2, Block A as shown on a plan entitled, " Plan of Lots at Cra gv lle Beach Estates West Hpnnisport. Mass. as laid out for Theodore E.Clifton Scaler 1 inch-80 feet April 2, 1946 Bearse & Kellogg I Civil Engineerer Centerville, Mass,.", which said plan is duly recorded: in the Barnstatd a County Registry of Deeds in Plan Book 76 Page 1. Said premises are conveyed subject to all restrictions of record insofar as the same are in force and applicable. Being the same premises conveyed to the grantors by deed of Harry Karofsky, et ux recorded with Barnstable County Deeds in Book 1927.Page 014. COMMONWEALTH OF MASSACHUSETTS. DEEDS <"\ EXCISE 8 L W"fils..our..hand s and seal thus..... . of August r „�:1.,'i°i:M;. .. ►/ ..V. ............ 1 .19 . .... �-.�•''8'."%�� Charles Akselrad Z`1040 _7: .. y .a..,=.y�.itmAltY..PUBIJCoe PILw J.eaSEY .mot tT. .rud...�....rR,.Q..:.�raea�brlon£. " /Ji•a. ' /...(�i?.li..t'/..�9.. ....� 71ros'fbb.1A ig8,1 ... ....... •... �;,•. °''a v'f'-}f; Lisa Akselrad e��t.'1i:' Act,,•# �h)t�amntatt>:ic>diq of Atiff" r4nans a le, ss. August roI-e.19 78 Then personally appeared the above named Lisa Akselrad and acknowledged the foregoing instrument to be er free act and deed, 3 f� 6`tl�pjL . .........K �.. . .:. ................... EGISTRY OF Df N°ta`y se°fa°°Ittetuptst Nicholas P. Arenella TRUE COPY,ATTEST My comm's 1en etpires November 9, 19 7,9 _SL N`l»-.Q� (*I •dual Joint Taunts-Tenants in Common—T—ts by the Fatirdy.) JO IN F.MEADE,REGISTER CHAPrBB 183 SEC 6 AS ANDMED BY CfAVr]M 497 OF 1969 Every,deed presented for record#hall contain or have endorsed upon it the full oame,mideaa and post office addrer of the Sn neee mod a recital of the amount of the full consideration thereof in dollars or the nature of the other consideration therefor,if not delivered for asprdi em rum.T full consideration shall mom the total pnee for the coovePace without deduction for any liras or So- Failure to comply wit UMMW h the fflutft of rdm6ning thereon.thissection shall the dr�ty�way endonemenra and recitals shall be recorded u pan of the deed. I it is is compliance with the requirements of this stction °�deed.No n&ta of deeds.hail::Dept a deed for rraardias octets i pRDED AUG 28 VB Y Apr 1514 02:14p p.1 ILIRNSTpBI.E, : - 13¢ .� Town of Barnstable Regulatory Services Thomas F.Geiler,Director . Building Division Thomas Perry,CHO Building Commissioner 2(1U Main Street, "yannis,'MA 02601.: www.town.barnsta ble.ma.us Office: 508-862403$ ,Fax: 508-790 623ft Property Owner Must' - Complete and Sign This Section ' -If Using A Builder i as Owner of the subject propern hereby authorize to act on tny�behalf,,`+ R in all [natters relarive to work authorized by this building permit application fUr: { ( ddress of Job)' S . �iii;uature of Owner 2004 Date Print Name If Property Owner is applying for permit,pl reve rse side. ease complete the Homeowners License Exemption Form on the re � _ _ C:;tlscrcWcurilikUpPt)atalLucaiLliicrou+IilWinrhr�esCYemporarr Intermt FilesFConteut_outlook\glt76BDVA%E-\PRESS.tku Revised 061313 s REScheck Software Version 4.5.0 Compliance Certificate • , .,,,, Project Green Residence Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction > Conditioned Floor Area: 2,808 ft2 Glazing Area 2% Climate Zone: 5 (6237 HDD) Permit Date:. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: a 680 Craigville Beach Road Richard&Dale Green Michael jimerson. Centerville, MA 02632 680 Craigville Beach Road '�'N Michael jimerson Architecture& Centerville, MA 02632 Interiors 702 806 5073 193 Horseshoe Lane dgreen68020@yahoo.com Centerville,MA 02632 508 775 4264 majarch@comcast.net' .� Compliance: Passes using UA trade-off Compliance: 1.4%Better Than Code ,,. Maximum UA: 1195 Your ILIA: 1178 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies P Gross Area Cavity Cont. Glazing Assembly or or Door ILIA Perimeter U-Factor Basement Wall 1: Solid Concrete or Masonry 970 0.0 0.0 0.291 258 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 0.4' . k Door 1: Solid 21 0.350 7 Door 2: Glass 41 0.300 :} , 12 Door 3: Solid 21 0.350 7 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 904 •38.0 0.0 0.026 24 Ceiling 1: Flat Ceiling or Scissor Truss 904 22.0 0.0. ' 0.045 41 Ceiling 2: Cathedral Ceiling '904 ' 38.0' 0.0 0.027 24 Wall 1:Wood Frame, 16"D.C. 8,658 38.5 0.0 0.044 381. Wall 2: Wood Frame, 16"o.c. 7,696 38.5 0.0 0.044 324 Window 1:Vinyl Frame:Triple Pane with Low-E 39 0.300 12 Window 2:Vinyl Frame:Triple Pane with Low-E 37 0.270 10 -Wind9w,3:Vinyl Frame:Triple Pane with Low-E ' 32 0.300 '10 Window 4:Vinyl Frame:Triple Pane with Low-E 16 0 290 - ' S Project Title: Green Residence Report date: 04/25/14 Data filename:C:\Users\Michael\Documents\Dale& Richard Green\rescheck.rck Pagel of 9 Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Window 5:Vinyl Frame:Triple Pane with Low-E 12 0.300 4 Window 6:Vinyl Frame:Triple Pane with Low-E 7 0.300 2 Window 7:Vinyl Frame:Triple Pane with Low-E 12 0.300 4 Window 8:Vinyl Frame:Triple Pane with Low-E 105 0.360 32 Window 9:Vinyl Frame:Triple Pane with Low-E 38 0.300 11 Window 10:Vinyl Frame:Triple Pane with Low-E 13 0.270 4 Window 11:Vinyl Frame:Triple Pane with Low-E 22 0.270 6 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature D e ' s ' Project Title: Green Residence Report date: 04/25/14 Data filename: C:\Users\Michael\Documents\Dale & Richard Green\rescheck.rck Page 2 of 9 2009. IECC Energy Efficiency Certificate Insulation . Wall 38.50 .. Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces)- Glass & Door Rating • Window 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IE,CC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen-For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. W - 103.2 ;Construction drawings and [ Complies ; [PRIM documentation demonstrate ❑Does Not energy code compliance for the( [-]Not Observable building envelope. ❑Not Applicable 103.2, ;Construction drawings and [Complies ; 403.7 1 documentation demonstrate ❑Does Not' [PR311 !energy code compliance for I ❑Not Observable i � ,lighting and mechanical systems: , !Systems serving multiple ❑Not Applicable (dwelling units must demonstrate compliance with the commercial i code. Heating and cooling equipment is: Heating: ; Heating: ;OComplies:• ; sized per ACCA Manual S based Btu/hr Btu/hr ;13Does Not on loads per ACCA Manual J or Cooling: Cooling: ;pNot Observable other approved methods. Btu/hr ; Btu/hr ,13; ; Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title:,Green Residence Report date: 04/25/14 Data.filename: C:\Users\Michael\Documents\Dale& Richard Green\rescheck.rck Page 3 of'`9 402.1.1 Conditioned basement wall R- 1 R- ;,[]Complies ;See the Envelope Assemblies [FO411 insulation R-value.Where interior ;❑Does Not table for values. ,insulation is used,verification Observable N t I Imay need to occur during I❑ o , ``Insulation Inspection. Not I13Not Applicable required warm-humid locations;e u red in wa u d Iota io s in Climate Zone 3. ' 303.2 ,Conditioned basement wall ❑Complies ; [FO511 �insulation installed per ❑Does Not !manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.7 I Conditioned basement wall ft ft :[]Compiles ;See the Envelope Assemblies [FO611 !insulation depth of burial or ;❑Does Not !table for values. !distance from top of wall. ❑Not Observable ❑Not Applicable A protective covering is installed ❑Complies'' to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; Snow-and ice-melting system ❑Complies controls installed. ❑Does Not ❑Not Observable ; ❑Not Applicable,. Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title;Green Residence Report date:'. 04/25/14 Data filename; C\Users\Michael\Documents\Dale & Richard Green\rescheck.rck Page 4'of 9. 402.1.1, Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :[:]Does Not table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, iaverage). ;❑Does Not' ;table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ; ❑Not Applicable 303.1.3 'U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ' ❑Not Applicable ; 402.3.5 Sunrooms enclosing conditioned ; U- ; U- ;❑Complies [FR8]1 space have a maximum ;❑Does Not fenestration U-factor of 0.50 in Climate Zones 4-8. New glazing ❑Not Observable separating the sunroom from I ; ;❑Not Applicable conditioned space must meet code requirements. ; 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies ; [FR9]1 !space have a maximum skylight ;❑Does Not !U-factor of 0.75 in Climate Zones 14-8. ;❑Not Observable ; []Not Applicable 402.4.4 'Fenestration that is not site built ❑Complies [FR20]1 {is listed and labeled as meeting ❑Does Not j . IAAMA/WDMA/CSA 101/i.S.2/A440 for has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ❑Not Applicable ;..:. .' limits. IC-rated recessed lighting fixtures ❑Complies ; sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm 1 leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 003.2 1 Supply ducts in attics are ; R- ; R- ;❑Complies [FR12]1 linsulated to 2:11-8.All other ducts R_ R_ ;❑Does Not in unconditioned spaces or ; i outside the building envelope are; ❑Not Observable insulated to zR-6. I ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers;filter boxes, and ❑Does Not, building cavities used as return ducts are sealed. ❑Not Observable []Not Applicable Building cavities are not used for ❑Complies supply ducts. ❑Does Not ❑Not Observable ❑Not Applicable ;w HVAC piping conveying fluids R- ; R- 1❑Complies above 105 QF or chilled fluids E]Does Not below 55 4F are insulated to zR- 3 I ; ;❑Not Observable ❑Not Applicable Circulating service hot water I R- ; R- ;❑Complies pipes are insulated to R-2: I I :❑Does Not ;❑Not Observable ❑Not Applicable :. i IHigh Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Green Residence Report date: 04%25/14 Data filename: CAUsers\Michael\Documents\Dale & Richard Green\rescheck.rck Page 5 of,9 Automatic or gravity dampers are ❑Complies Installed on all outdoor air ❑Does Not Intakes and exhausts. ❑Not Observable ❑Not Applicable .' Additional Comments/Assumptions: . - .. V 1 High Impact(Tier l) Medium Impact(Tier 2) =Low Impact(Tier 3) Project Title: Green Residence Report date: 04/25/1.4 Data filename: C:\Users\Michael\Documents\Dale & Richard Green\rescheck.rck Page 6 of 9 All installed insulation is labeled []Complies ; or the installed R-values ❑Does Not provided. QNot Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ';See the Envelope Assemblies 402.2.5, ;❑ Wood ;❑ Wood ;❑Does Not " :table for values. 402.2.E ❑ Steel ❑ Steel :[]Not Observable [INljl ; ;❑Not Applicable - 303.2, ;Floor insulation installed per ❑Complies ; 402.2.6 1 manufacturer's instructions,and ❑Does Not [IN211 In substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable ; 402.1.1, !Wall insulation R-value.If this is a; R- ; R- ;❑Complies' ;,See the Envelope Assemblies 402.2.4, !mass wall with at least 1h of the ❑ Wood: ;❑ Wood' inDoes Not :table for values. 402.2.5 wall insulation on the wall [IN311 ;exterior,the exterior insulation ;❑'Mass ❑ Mass '[:]Not Observable I !requirement applies. ❑ Steel 1❑ Steel 113Not Applicable 303.2 iWall insulation is installed per ❑Complies ; [IN411 manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable 402.2.11 ,Sunroom wall insulation has a ; R- ; R- ;❑Complies [IN811 Iminimum R-value of R-13. New ;❑Does Not `walls separating the Sunroom ; �QNot Observable ,from conditioned space must ; ; ; !meet code requirements. ; ![:]Not Applicable ; 303.2 ISunroom wall insulation installed ❑Complies ; [IN911 per manufacturer's Instructions. ❑Does Not []Not Observable ❑Not Applicable ; 402.2.11 ISunroom ceiling minimum R- ; R- ;❑Complies [IN1011 insulation R-value of R-19 in I ;Does Not i Climate Zones 1-4,and R-24 in I I❑Not Observable Climate Zones 5-8. I❑Not Applicable 303.2 ,Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's ❑Does Not ® !instructions. QNot Observable ; []Not Applicable Additional Comments/Assumptions:' n 1 1 jHIgh Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Green Residence Report date: ' 04/25/14 Data filename: C:\Users\Michael\Documents\Dale & Richard Green\rescheck.rck Page 7 of 9 402.1.1, Ceiling insulation R-value.Where ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ; ; ;table for values. G ,❑ Wood ❑ Wood ,❑Does Not 402.2.2 I used if insulation is not !❑ Steel ❑ Steel IQNot Observable [Fill' compressed at eaves. R-30 may IQNot Applicable be used for 500 ftz or 20% (whichever is less)where sufficient space is not available. 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 !manufacturer's instructions. ❑Does Not [FI21' !Blown insulation marked every 1300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 ;Attic access hatch and door ; R- ; R ;❑Complies ; [FI31' !insulation aR-value of the I ❑Does Not !adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.2, ;Building envelope tightness ; ACH 50 = ; ACH 50= ;❑Complies ; 402.4.2.1 (verified by blower door test result: IODoes Not [FI17]' lof<7 ACH at 50 Pa.This !requirement may instead be met ; ❑Not Observable !via visual inspection, in which ;❑Not Applicable ; case verification may need to ;occur during Insulation !Inspection. Wood-burning fireplaces have ❑Complies gasketed doors and outdoor ❑Does Not I combustion air. I QNot Observable ; ❑Not Applicable 403. ..2 ;Post construction duct tightness A; cfm ; cfm ;❑Complies [FI4l' test result of s8 cfm to outdoors, ;❑Does Not !or sl2 cfm across systems.Or, ; !rough-in test result of s6 cfm ,QNot Observable� - ; ;QNot Applicable across systems or s4 cfm ;without air handler. Rough-in test; ;verification may need to occur !during Framing Inspection. ! ! ! Programmable thermostats ❑Complies ; installed on forced air furnaces. ❑Does Not I QNot Observable ; ❑Not Applicable Heat pump thermostat installed ❑Complies ; on heat pumps. ❑Does Not I ; ❑Not Observable ; ❑Not Applicable Circulating service hot water ❑Complies ; systems have automatic or ❑Does Not l accessible manual controls. I []Not Observable ; ❑Not Applicable Readily accessible switch on [ Complies heaters for swimming pools. ❑Does Not ❑Not Observable ❑Not Applicable Timer switches on pool heaters ❑Complies ; and pumps are present. ❑Does Not ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) =Medium Impact(Tier 2) Low Impact(Tier 3) Project Title:Green Residence Report date: 04/25/14 Data filename: C:\Users\Michael\Documents\Dale& Richard Green\rescheck.rck Page 8 of 9 I Heated swimming pools have a ❑Complies cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable []Not Applicable 404.1 If 50%of lamps in permanent ❑Complies [FI6]1 ixtures are high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable Compliance certificate posted. ❑Complies ; ❑Does Not ; ❑Not Observable ❑Not Applicable Manufacturer manuals for ❑Complies ; mechanical and water heating []Does Not i equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact.(Tier 1) Medium Impact(Tier 2) Low-Impact-(Tier 3) Project Title: Green Residence, Report dater 04/25/14 Data filename: C:\Users\Michael\Documents\Dale & Richard G reen\resc heck.rc k Page 9 of 9 Y ®Boise cascade Triple 1-3/4" x 9-1/2"VERSA-LAM®2.0 3100 SP Level 11Dropped BeamslB1(H771) Dry 5 spars I No.cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Dropped Beams\B1(i1771) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: I � s t , , 5T T T T 1117A 20 3 L: 11. �i 2 i s. 1 1z r3 .,. �a 1s 07-04-00 06-02-12 07-00.00 07-00-00 07-05-04 BO B1 132 B3 B4 B5 Total Horizontal Product Length=35-00-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,4" 4,206/367 1,857/0 807/0 B1,5-1/2" 11,253/400 4,806/0 1,989/0 B2,5-1/2" 7,229/1,982 3,047/0 1,573/0 B3,5-1/2" 9,182/1,156 4,779/0 2,656/0 B4,5-1/2" 6,524/498 1,305/0 184/0 B5,4" 1,176/409 32/0 0/29 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Bk2(i1218) Unf.Lin(lb/ft) L 00-02-00 00-08-12 630 366 290 n/a 2 Bk2(i1267) Unf.Lin(lb/ft) L 00-11-04 02-00-12 455 n/a - 3 Bk2(il267) Unf.Lin(lb/ft) L 00-11-04 01-06-00 630 290 n/a 4 Smoothed Load Unf.Lin(Ib/ft) L 01-06-00 13-06-00 39 n/a 5 Smoothed Load Unf.Lin(lb/ft) IL 01-06-00 12-02-00 790 n/a 6 Bk2(i1267) Unf.Lin(lb/ft) L 01-06-00 02-00-12 683 250 n/a 7 Bk2(i1263) Unf.Lin(lb/ft) L 02-03-04 03-04-12 683 453 250 n/a 8 Bk2(i1223) Unf.Lin(lb/ft) L 03-07-04 04-08-12 683 451 250 n/a 9 Bk2(i1295) Unf.Lin(lb/ft) L 04-11-04 06-00-12 683 450 250 n/a 10 Smoothed Load Unf.Lin(lb/ft) L 05-06-00, 10-10-00 216 n/a 11 Bk2(i1219) Unf.Lin(lb/ft) L 06-03-04 07-04-12 683 448 250 ` n/a 12 Bk2(i1264) Unf.Lin(lb/ft) L 07-07-04 08-08-12 683 446 250 n/a 13 Bk2(i1251) Unf.Lin(lb/ft) L 08-11-04 10-00-12 683 444 250 n/a 14 Bk2(i1230) Unf.Lin(lb/ft) L 10-03-04 11-04-12 684 442 250 n/a 15 Bk2(i1228) Unf.Lin(lb/ft) L 11-07-04 12-08-12 250 n/a 16 Bk2(i1228) Unf.Lin(lb/ft) L 11-07-04 12-02-00 684 350 n/a 17 Bk2(il228) Unf.Lin(Ib/ft) L 12-02-00 12-08-12 326 n/a 18 Smoothed Load 'Unf.Lin(lb/ft) L 13-06-00 21-06-00 283 71 n/a 19 R1(il719) Unf.Lin(lb/ft) L 13-06-08 21-04-12 280• 306 205 n/a 20 Smoothed Load Unf.Lin(lb/ft) L 20-10-00 31-06-00 74 n/a 21 Smoothed Load Unf.Lin(lb/ft) L 22-10-00 30-10-00 685 n/a 22 Smoothed Load Trapezoidal(lb/ft) L 01-06-00 249 n/a 05-06-00 207 n/a 23 FJ2(i1749) Coro.Pt(Ibs) L, 00-10-00 00-10-00 971 305 n/a 24 FJ2(il751) Conc.Pt(Ibs) L 11-06-00 11-06-00 319 n/a 25 - Coro.Pt(Ibs) L 12-10-03 -12-10-03 990 308 78 n/a 26 B3(i1724) Coro.Pt(Ibs) L, 13-04-12 13-04-12 '298 133 n/a 27 B3(i1717) Coro:Pt(Ibs) L 21-06-08 21-06-08 4,319 2,701 1,777 n/a 28 FJ2(i1763) Coro.Pt(Ibs) L 22-02-00 22-02-00 797 n/a 29 FJ2(il731) Conc.Pt(Ibs) L 23-06-00 23-06-00 227 n/a 30 FJ1(i1738) Coro.Pt.(Ibs) L 26-02-00 26-02-00 194 n/a 31 FJ1(il740) Coro Pt(Ibs) L 28-10-00 28-10-00 196 n/a 32 B2(i1760) Conc.Pt.(Ibs) L' 31-06=00 31-06-00 1,728 -12 n/a 33 B2(i1760) Coro.Pt(Ibs) L 31-06-00 31-06-00 -184 n/a Page 1 of 2 t T]Boise Cascade �Y Triple 1-3/4" x 9-1/2" VERSA-LAW 2.0 3100 SP Level 1\Dropped E Dry 5 spans I No cantilevers 1 0/12 slope N BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Dropped Beams\B1(i1771) Address: Specifier: City,State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be Pos. Moment 8,989 ft-Ibs 44.7% 100% 3 03-06-00 would rely on output as evidence of suitability Neg. Moment -10,483 ft-Ibs 51.4% 100% 5 07-04-00 Output here based on building code-accepted End Shear 5,378 Ibs 56.8% 100% 3 01-01-08 analysis methods. Installation of BOISE engir Cont.Shear 8,821 Ibs 93.1% 100% 7 21-07-00 be in accordance with current Installation Gui, Uplift -376 Ibs n/a 100% 4 35-00-00 codes.To obtain Installation Guide or ask quf Total Load Deft. L/999 0.095" n/a n/a 3 03-06-00 (9oo)72sALLJ before installation.\BOA\nBCRD-, BCI ( ) AJS ALLJO6ST®, BC RIM BOARD BCI Live Load Defl. L/999(0.07") n/a b n/a 171 03-07-04 'SIMPLE FRAMING SYSTEM®,VERSA-LAA Total Neg. Defl. L/999(-0.028") n/a n/a 4 17-05-00 VERSA-RIM®,VERSA-STRAND®,VERSA-: Max Defl. 0.095" n/a n/a 3 03-06-00 Boise Cascade Wood Products L.L.C. Span/Depth 9.1 n/a n/a 0 00-00-00 %AI low %Allow Bearing Supports Dim.(L x w) Value Support Member Material BO Wall/Plate 4"x5-1/4" 6,063lbs ` 33% ' 38.5% Unspecified B1 Post 5-1/2"x 5-1/4" 16,059 Ibs 69.5% 74.2% Unspecified B2 Post 5-1/2"x 5-1/4" 10,276 Ibs 44.5% 47.5% Unspecified B3 Post 5-1/2"x 5-1/4" 13,961 Ibs 60.4% 64.5% Unspecified g B4 Post 5-1/2"x 5-1/4" 7,829 Ibs 33.9% 36.2% Unspecified B5 Wall/Plate 4"x5-1/4" 1,208lbs 6.6% 7.7% Unspecified Cautions Uplift of-376 Ibs found at span 5-Right. Notes Design meets Code minimum(L1240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member has an unbraced length of 03-05-02. Calculations assume Member is Braced at Bearing Point. Unbalanced snow loads determined from building geometry were used in selected products verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram :a}b f d a O� o c ° O O O a minimum=2"c=4-12" b minimum=3"d=24" e minimum=3" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails �T]Bolse Cascade Single 1-3/4" x 11-7/8"VERSA-LAM®2.0 3100 SP Level 11Flush BeamslB2(11760) ALLY Dry 3 spars I Left cant lever 10/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B2(i1760) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: 2j .1. ,t J. J s i, �. 3 4 i 00-11-1, B2 13-09-04 13-10.14 -1 B3 Total Horizontal Product Length=28-08-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B1,5-1/2" 466/97 201/0 B2,5-1/4" 1,728/186 0/7 B3,4-3/8" 396/91 127/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 FC1 Floor Material Unf.Lin(Ib/ft) L 00-00-00 08-07-02 27 7 n/a 2 E9(i157) Unf.Lin(lb/ft) L 00-00-01 00-04-10 130 n/a 3 FC1 Floor Material Unf.Lin(lb/ft) L 00-11-14 28-08-00 27 7 n/a 4 Smoothed Load Unf.Lin(lb/ft) L 10-04-00 14-04-00 78 n/a 5 FC1 Floor Material Unf.Lin(lb/ft) L 17-07-02 28-08-00 27 7 n/a 6 E9(i157) Conc.Pt(Ibs) L 00-02-05 00-02-05 81 n/a 7 B5(i1732) Conc.Pt.(Ibs) L 08-07-02 08-07-02 229 -55 n/a 8 B5(i1732) Coro.Pt(Ibs) L 08-07-02 08-07-02 -32 n/a 9 FJ7(i1761) Conc.Pt(Ibs) L 09-08-00 09-08-00 92 -49 n/a. 10 FJ7(i1761) Coro.Pt(Ibs) L 09-08-00 09-08-00 -24 n/a 11 FJ7(i1762) Coro.Pt(Ibs) L 11-00-00 11-00-00 -26 -42 n/a 12 FJ7(i1733) Conc.Pt(Ibs) L 12-04-00 12-04-00 -26 -42 n/a 13 FJ7(i1748) Conc.Pt.(Ibs) L 13-08-00 13-08-00 -27 -43 n/a 14 FJ7(i1739) Coro.Pt(Ibs) L 15-01-00 15-01-00 103 -42 n/a 15 FJ7(i1739) Coro.Pt(Ibs) L 15-01-00 15-01-00 -26 n/a 16 FJ7(i1765) Conc.Pt(Ibs) J L 16-04-00 16-04-00 96 -55 n/a 17 FJ7(i1765) Conc.Pt.(Ibs) L 16-04-00 16-04-00 -25 n/a 18 B5(i1746) Coro.Pt.(Ibs) L 17-07-02 17-07-02 320 30 n/a 19 B5(i1746) Conc.Pt(Ibs) L 17-07-02 17-07-02 -16 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 1,682 ft-Ibs 15.8% 100% 3 21-06-08 rely on output as mWence of suitability for particular application.Output here Neg.Moment -2,261 ft-Ibs 21.3% 100% 6 14-09-02 based on building code-accepted design properties and analysis methods. End Shear 418 Ibs 10.6% 100% 3 15-11-10 Installation of BOISE engineered wood products must be in accordance with Cont.Shear 809 Ibs 20.5% 100% 6 15-11-10 current Installation Guide and applicable building codes.To obtain Installation Uplift 192 Ibs Na 100% 8 14-09-02 T"Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Up Uplift -192 Ibs n/a 100% 8 14-09-02 CALC®,BC FRAMER®,AJS ALLJOIST®,BC RIM BOARD"" BCI®, P 1301SE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, Total Load Dell. L/999(0.113") n/a n/a 3 21-06-08 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUDS are Live Load Defl. L/999(0.111") n/a n/a 12 07-09-09 trademarks of Boise Cascade Wood Products L.L.C. Total Neg.Defl. L/999(-0.067") n/a n/a 3 08-10-06 Max Defl. 0.113" n/a n/a 3 21-06-08 Span/Depth 13.7 n/a n/a 0 00-00-00- .%Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material B1 Wall/Plate 5-1/2"x 1-3/4" 667lbs 16.3% 9.2% Unspecified B2 Beam 5-1/4"x 1-3/4" 1,721lbs 25% 25% Unspecified B3 Wall/Plate 4-3/8"x 1-3/4" 523lbs 16.1% 9.1% Unspecified Cautions Uplift of-192 Ibs found at span 2-Right. Uplift of-192 Ibs found at span 3-Left. Page 1 of 2 I Bo+seCascade Single 14/4" x 11-7/8"VERSA-LAM®2.0 3100 SP Level 1\Flush E Dry 3 spans I Left cantilever 1 0/12 slope N BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Crai ville Beach Descri lion:Desi ns\Level 1\Flush Beams\B2 i1760 9 P 9 ( ) Address: Specifier: City,State,Zip: , Designer: Customer. Company: Code reports: ESR-1040 Misc: Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Ma)amum total load deflection criteria. Calculations assume Member has an unbraced length of 00-00-14. Calculations assume Member is Braced at Bearing Point. Design based on Dry Service Condition. ' Deflections less than 1/8"were ignored in the results. i ®eolBecaBcade Double 1-3/4"x 11-7/8"VERSA-LAM(®2.0 3100 SP Level 1\Flush Beams\133(i1717) Dry 11 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B3(i1717) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: ,L T L T L t .t 14-01-08 BO B1 Total Horizontal Product Length=14-01.08 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,4-3/8" 286/0 163/0 B1,5-1/4" 4,315/0 2,703/0 1,777/0 Live Dead Snow Wind Roof Live Trib: Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf.Lin(lb/ft) L 00-00-00 09-11-06 27 7 n/a 2 FC1 Floor Material Unf.Lin(lb/ft) L 09-11-06 13-08-04 15 n/a. 3 B6(i1726) Core.Pt.(Ibs) L 09-09-10 09-09-10 348 109 n/a 4 5(i916) Conc.Pt.(Ibs) L 13-11-00 13-11-00 3,916 2,502 1,777 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be wrified by anyone who would Pos.Moment 2,053 ft-Ibs 9.7% 100% 1 09-09-10 rely on output as emdence of suitability for particular application.Output here End Shear 549 Ibs 7% 100% 1 01-04-04 based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0.064") n/a n/a 1 07-03-08 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/999(0.043") n/a n/a 12 07-05-02 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.064" n/a n/a 1 07-03-08 Guide or ask questions,please call(800)232-0788 before installatiion.\n\nBC Span/Depth 13.6 Na Na 0 00-00-00 CALC®,BC FRAMER®,AJSa,ALLJOIST®,BC RIM BOARD BCI®, P P BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, VERSA-RIM PLUS®,VERSA-RIMS,VERSA-STRANDS),VERSASTUD®are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO WaIPPlate 4-3/8"x 3-1/2" 448lbs 6.9% 3.9% Unspecified B1 Beam 5-1/4"x 3-1/2" 7,2721bs 52.8% 52.8% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Unbalanced snow loads determined from building geometry were used in selected product's verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram b d a a minimum=2"c=7-7/8" b minimum=3"d=24" Calculated Side Load=32.4 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point toads,please consult a technical representative or professional of Record. Connectors are:3-1/4 in pneumatic gun nails Page 1 of 1 ®Boise cascade Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP Level 11Flush BeamslB3(11724) Dry 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B3(i1724) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: 1 ,! 1 1 t .rr.'k_ fv¢,�Aa BO 14-01-08 B1 Total Horizontal Product Length=14-01-08 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Uve BO,4-3/8" 184/0 146/0 B1,5-1/4" 328/0 300/0 133/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 80% 115% 160% 126% 1 FC1 Floor Material Unf.Lift(lb/ft) L 00-00-00 03-10-14 27 7 - Na 2 B7(i1714) Coro.Pt.(Ibs) L 03-09-02 03-09-02 121 51 Na 3 - Coro.Pt(Ibs) L 13-11-00 13-11-00 284 197 133 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 810 ft-Ibs 3.8% 100% 1 03-09-02 rely on output as eudence of suitability for particular application.Output here End Shear 265 Ibs 3.4% 100% 1 01-04-04 based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0.024") Na Na 1 06-06-07 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/999(0.011") n/a Na 12 06-03-02 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.024" Na n/a 1 06-06-07 Guide or ask questions,please call(800)232-0788 before installatiion.\n\nBC S an/Depth 0.02 Na Na 0 06-06-00 CALC®,BC FRAMER®,AJS ,ALLJOISTO,BC RiM BOARD-,BCI®, P P BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAME), VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are' %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO Wall[Plate 4-3/8"x 3-1/2" 330lbs 5.1% 2.9% Unspecified B1 Beam 5-1/4"x 3-1/2" 646 Ibs 4.7% 4.7% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria Calculations assume Member is Fully Braced. Unbalanced snow loads determined from building geometry were used in selected product's Verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram L'b d aL a minimum=2"c=7-7/8" b minimum=3"d=24" Calculated Side Load=12.2 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Connectors are:3-1/4 in pneumatic gun nails Page 1 of 1 ®Boise cascade Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP Level 171ush BeamslB4(11722) Dry 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B4(i1722) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: J, ! ..I- ! L ! i, ? T 7 A 17 tv X A,b r' r M &.te a i ,.# . 35 ? 09-07-14 BO B1 Total Horizontal Product Length=09-07-14 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind, Roof Live . BO,4-3/8" 206/0 124/0 B1,2" 157/0 104/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 FC1 Floor Material Unf.Lin(lb/ft) L 00-00-00 03-10-14 27 7 Na 2 FC1 Floor Material Unf.Lin(lb/ft) L 03-10-14 09-07-14 20 5 Na 3 B7(i1714) Coro.Pt(Ibs) L 03-09-02 03-09-02 133 54 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 813 ft-Ibs 3.8% 100% 1 03-09-02 rely on output as eWdence of suitability for particular application.Output here End Shear 266 Ibs 3.4% 100% 1 01-04-04 based on building codeaccepted design properties and analysis methods. Total Load Defl. L/999(0.012") n/a n/a 1 04-08-12 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/999(0.00T') Na Na 2 04-08-12 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.012" Na Na 1 04-08-12 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Span/Depth .3 n/a n/a 0 00-00-12 CALC®,BC FRAMER®,AJSM,ALLJOIST®,BC RIM BOARD-, BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUDS are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO WaIVPlate 4-3/8"x 3-1/2" 330 Ibs 5.1% 2.9% Unspecified B1 Post 2"x3-1/2" 260lbs 4.7% 5% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram L'b d a .1 a minimum=2"c=7-7/8" b minimum=3"d=24" Calculated Side Load=19.4 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Connectors are:3-1/4 ir1.pneumatic gun nails I , i Page 1 of 1 ®Boise Cascade Single 1-3/4" x 11-7/8"VERSA-LAM®2.0 3100 SIRLevel 1\Flush l3eams1l35(i1746) Dry 2 spans I Right cantilever 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B5(i1746) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: g L. J. I. 1 1 _2 .! .) .1, i'.. � s a 03-08-06 01-10-10 80 B1 Total Honzontal Product Length=05-07-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO 337/19 24/0 B1,5-1/2" 514/1 626/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 05-07-00 25 6 n/a 2 E4(i168) Unf.Lin(lb/ft) L 03-05-10 05-07-00 91 Na 3 FC1 Floor Material Unf.Lin.(Ib/ft) L 03-11-02 05-07-00 7 Na 4 FJ4(i1769) Conc.Pt(Ibs) L 01-03-02 01-03-02 290 72 Na 5 FJ4(i1741) Coro.Pt(Ibs) L 02-07-02 02-07-02 268 67 Na 6 Coro.Pt(Ibs) L 03-10-05 03-10-05 117 237 Na 7 Coro.Pt(Ibs) L 03-10-05 03-10-05 -1 Na 8 E4(i168) Coro.Pt(Ibs) L 05-06-12 05-06-12 9 Na Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be eerified by anyone who would Pos.Moment 355 ft-Ibs 3.3% 100% 3 01-03-62 rely on output as eHdence of suitability for particular application.Output here Neg.Moment -319 ft-lbs 3% 100% 1 03-08-06 based on building code-accepted design properties and analysis methods. End Shear 312 Ibs 7.9% 100% 3 01-02-14 Installation of BOISE engineered wood products must be in accordance with Cont.Shear 412 Ibs 10.4% 100% 1 02-05-12 current Installation Guide and applicable building codes.To obtain Installation Total Load Defl. 2xl/1,998(0.003") n/a Na 4 05-07-00 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Live Load Defl. a 2k/1,998 -0.003" n/a n/a 7 05-07-00 CALC®,BC FRAMERS,LE FRAMING MINGALLJ ST T BC RIM BOA-LA , , ( ) BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Total Neg.Defl. 2A-/1,998(-0.001") Na Na 3 05-07-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUDS are Max Deft. 0.003" n/a Na 4 05-07-00 trademarks of Boise Cascade Wood Products L.LC. Span/Depth 3.5 Na Na 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 3"x1-3/4" 361lbs 9.1% 9.2% HUS1.81/10 B1 Wall/Plate 5-1/2"x 1-3/4" 1,140 Ibs 27.9% 15.8% Unspecified Notes Design meets User specified(24/240)Total load deflection criteria. Design meets User specified(2A-/360)Live load deflection criteria. Design meets arbitrary(1")Ma)amum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer. Simpson Strong-Tie,Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 1-3/4" x 11-7/8"VERSA-LAM®2.0 3100 SP Level 11Flush l3eams1l35(i1732) Dry 2 spans I Right cantilever 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B5(i1732) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: 0 J. J 5 1 1 v,s BO 03-08-06 B1. 01-10.10 Total Horizontal Product Length=05-07-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO 243/30 0/36 B1,5-1/2" 498/0 943/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 05-07-00 21 5 n/a 2 E6(i160) Unf.Lin(lb/ft) L 03-05-10 05-07-00 91 Na 3 E6(i160) Unf.Lin.(Ib/ft) L 03-05-10 04-07-02 20 447 n/a 4 E6(i160) Unf.Lin.(lb/ft) L 03-05-10 04-04-12 178 _ 42 Na 5 FC1 Floor Material Unf.Lin(lb/ft) L 03-11-02 05-07-00 7 Na 6 FJ6(il750) Conc.Pt(Ibs) L 01-03-02 01-03-02 201 50 n/a 7 FJ6(il681) Coro.Pt(Ibs) L 02-07-02 02-07-02 186 46 Na 8 E6(i160) Conc.PL(Ibs) L 05-06-12 05-06-12 9 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 195 ft-Ibs 1.8% 100% 2 01-03-02 rely on output as eHdence of suitability for particular application.Output here Neg.Moment -499 ft-Ibs 4.7% 100% 1 03-08-06 based on building code-accepted design properties and analysis methods. End Shear 165 Ibs 4.2% 100% 2 01-02-14 Installation of BOISE engineered wood products must be in accordance with Cont.Shear 515 Ibs 13.1% 100% 1 04-11-00 current Installation Guide and applicable building codes.To obtain Installation Uplift -66 Ibs n/a 100% 3 00-00-00 Guide or ask questions,please call(800)232-0788 before installattiion.\n\nBC Total Load Defl. 2xL/1,998 0.004" Na Na 3 05-07-00 CALC®,BC FRAMER®,AJS ,ALLJOIST®,BC RIM BOARD-,BUS, ( ) BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Live Load Deft. 2A-/1,998(-0.002") n/a n/a 5 05-07-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are Total Neg.Dell. L/999(-0.001") Na Na 3 02-03-08 trademarks of Boise Cascade Wood Products L.L.C. Max Defl. 0.004" Na Na 3 05-07-00 Span/Depth 3.5 n/a Na 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) "Value Support Member Material BO Hanger 3"x 1-3/4" 207 Ibs 5.2% 5.3% HUS 1.81/10 BO Hanger Uplift 3"x 1-3/4" 207 Ibs 3.6% 7.9% HUS 1.81/10 B1 Wall/Plate 5-1/2"x 1-3/4" 1,440lbs 35.2% 20% Unspecified Cautions Uplift of-66 Ibs found at span 1-Left. Notes Design meets User specified(24/240)Total load deflection criteria. Design meets User specified(2xL/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tire,Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 l Boise Cascade Double 1-3/4"x 11-7/8"VERSA-LANKY 2.0 3100 SP Level 11Flush BeamsM(H726) ��� Dry 1 span I No cardilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build2657 File Name: 14083680 Craigvillebeach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B6(i1726) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: `. < ���y" 4 if fi-11 ,�3. k•, g .w' .`} - " 1}<`• :` x-°',4..,..;' r . "' ..- d: . K'`iVNIiA':.' .. i .xi'* t ;.'_+i.�R. ",'tx�l 4€- x �` "' °7 ` BO 04-03-00 B1 Total Horizontal Product Length=04-03-00 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live B0,5-1/2" 337/0 1 11/0 B1 363/0 115/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 60% 115%, 160% 125% 1 FJ5(i1716) Coro.Pt.(Ibs) L 01-00-04 01-00-04 232 58 n/a 2 FJ5(i1715) Conc.Pt(Ibs) L 02-04-04 02-04-04 265 66 n/a 3 FJ5(il727) Conc.Pt(Ibs) L 03-08-04 03-08-04 203 51 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment - 457 ft-Ibs 2.1% 100% 1 02-04-04 rely on output as evidence of suitability for particular application.Output here End Shear 305 Ibs 3.9% 100% 1 01-05-06 based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0.001") n/a n/a 1 02-02-14 Installation of BOISE engineered wood products must be in accordance with Live Load Deft. L/999(0.001") n/a n/a 2 02-02-14 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.001" Na Na 1 02-02-14 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC S an/Depth 3.7 Na Na 0 00-00-00 CALC®,BC FRAMER®,AJSa ALLJOISTO,BC RIM BOARD BCI®, P P BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSASTUD®are %All low %Allow trademarks of Boise Cascade Wood Products L_.L.C. Bearing Supports Dim.(L x W) Value Support Member Material B0 Post 5-1/2"x 3-1/2" 448lbs 2.9% 3.1% Unspecified B1 Hanger 3"x3-1/2" 478lbs 10.2% 6.1% HHUS410 Notes Design meets Code minimum(L1240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer. Simpson Strong-Tie,Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram 1"1° a a minimum=2"c=7-7/8" b minimum=3"d=24" Caudated Side Load=205.9 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Connectors are:16d Sinker Nails Page 1 of 1 f 6 9eise Cascade Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP Level 11Flush l3eams1l37(i1714) Dry 1 span I No cardilevers 1 0/12 slope Monday,March 31,2014 BC CALCS Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Flush Beams\B7(i1714) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ,ESR-1040 Misc: 0 'St,f� 03-07-04 Bo B1 Total Horizontal Product Length=03-07-04 Reaction Summary(Down/Uplift)(ms) Bearing Live Dead Snow Wind Roof Uve BO 120/0 51/0 B1 134/0 55/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 FJB(i1718) Coro.Pt(Ibs) L 00-07-08 00-07-08 82 20 n/a 2 FJ8(i1721) Conc.Pt(Ibs) L 01-11-08 01-11-08 103 26 n/a 3 FJ8(i1720) Conc.Pt(Ibs) L 03-03-08 03-03-08 69 17 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 145 ft-Ibs 0.7% 100% 1 01-11-08 rely on output as eudence of suitability for particular application.Output here End Shear 93 Ibs 1.2% 100% 1 01-02-14 based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0") n/a n/a 1 01-09-14 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/999(0") n/a n/a 2 01-09-14 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0" n/a n/a 1 01-09-14 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Span/Depth 3.3 n/a n/a 0 00-00-14 CALC®,BC FRAMERS,AJS'" ALLJOISTS,BC RIM BOARD-,BCIS, P BOISE GLULAM SIMPLE FRAMING SYSTEMS,VERSA-LAMS, VERSA-RIM PLUSS,VERSA-RIMS,VERSA-STRAND®,VERSA-STUDS are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 3"x3-1/2" 171lbs 3.7% 2.2% HHUS410 131 Hanger 3"x3-1/2" 189lbs 4% 2.4% HHUS410 Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer. Simpson Strong-Tie,Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram b E a c •1 • a minimum=2"c=7-7/8" b minimum=3"d=24" Calculated Side Load=88.0 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Connectors are:3-1/4 ir1.pneumatic gun nails I . Page 1 of 1 ®Boise cascade Single 11 7/8"AJS®20 Level 11Floor Jo�)sts\FJ1(i1734) Dry 3 spars I Leftcantlever 10/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16OCS Repetitive I Glued&nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\FloorJoists\FJ1(il734) Address: Specifier: City,State,Zlp:, Designer. Customer. Company: Code reports: ESR-1144 Misc: 0 'L i, J, J .I, r r o �,. >& � :4;I,;;'at 02-01-15 13-09-04 13-10-14 B1 B2 83 Total Horizontal Product Length=29-10-01 Reaction Summary(Down/Uplift)libel Bearing Live Dead Snow Wind Roof Live B1.5-1/2" 456/0 246/0 010 B2,5-1/4" 1,044/0 290/0 52/0 B3,4-3/8" 344/44 79/0 0/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100%. 90% 116% 160% 126% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 29-10-01 53 13 n/a 1 E14(i155) Conc.Pt(Ibs) L 00-01-10 00-01-10 121 n/a 2 5(i916) Conc.Pt(Ibs) L 15-11-05 15-11-05 142 93 52 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 1,175 ft-Ibs 26.7% 100% 2 23-06-04 rely on output as eHdence of suitability for particular application.Output here Neg.Moment -1,413 ft-Ibs 32.1% 100% 5 15-11-03 based on building code-accepted design properties and analysis methods. End Reaction 422 Ibs 34.8% 100% 2 29-10-01 Installation of BOISE engineered wood products must be in accordance with Int.Reaction 1,333 Ibs 47.6% 100% 5 15-11-03 current Installation Guide and applicable building codes.To obtain Installation End Shear 392 IbS 26.3% 100% 2 29-05-11 Guide or ask questions,please call(800)232-0788 before installa onAn\nBC CALC®,BC FRAMER®,AJSM,ALLJOIST®,BC RIM BOARD-,BCI®, Cont.Shear 543 Ibs 36.4% 100% 5 16-01-13 BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, Total Load Defl. L/999(0.097") n/a n/a 2 22-11-14 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are Live Load Defl. L/999(0,083") n/a n/a 38 08-09-07 trademarks of Boise Cascade Wood Products L.L.C. Total Neg.Defl. 24/1,998(-0.028") n/a n/a 3 00-00-00 Max Defl. 0.097" n/a n/a 2 22-11-14 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material B1 WaIVPlate 5-1/2"x 2-1/2" 702 Ibs 12% -29.4% Unspecified B2 Beam 5-1/4"x 2-1/2" 1,333lbs 13.5% 55.8% Unspecified B3 Wall/Plate 4-3/8"x 2-1/2" 422lbs 9.1% 34.8% Unspecified Cautions Design assumes Top and Bottom flanges to be restrained. Notes Design meets User specified(L/360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Unbalanced snow loads determined from building geometry were used in selected product's verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boisecascade Single 11-7/8"AJS®20 Level 1 Moor JoistslFJ2(i1751) Dry 12 spans I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive I Glued&nailed construction Build 2657 File Name: 14b83 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Floor Joists\FJ2(il 751) Address: Specifier. City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: J, J, .I. .t 1. ..I, ! J, ! 0 J, . +- n 4- 0,`."s' ?i�i2,$' q _W r _ ° III BO 13-10-08 91 13-10-14 B2 Total Horizontal Product Length=27-09-06 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live BO,4" 329/60 81/0 0/12 B1,5-1/4" 1,038/0 316/0 52/0 B2,4-3/8" 341/43 75/0 0/0 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 0 FC1 Floor Material Unf.Lin(lb/ft) L 00-01-04 27-09-06 53 13 n/a- 1 E12(i165) Coro.Pt(Ibs) L 00-01-04. 00-01-04 -17 9 -12 n/a 2 5(i916) Conc.Pt.(Ibs) L 13-10-10 13-10-10 142 92 52 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 1,138 ft-Ibs 25.9% 100% 3 06-01-09 rely on output as evidence of suitability for particular application.Output here Neg.Moment -1,450 ft-Ibs 33% 100% 1 13-10-08 based on building code-accepted design properties and analysis methods. End Reaction 416 Ibs 34.2% 100% 4 27-09-06 Installation of BOISE engineered wood products must be in accordance with Int.Reaction 1,354 Ibs 56.7% 100% 1 13-10-08 current Installation Guide and applicable building codes.To obtain Installation End Sheaf 385 IbS 25.9% 100% 3 00-04-00 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC CALC®,BC FRAMER®,AJSM,ALLJOISTS,BC RIM BOARD SCI®, Cont.Shear 546 Ibs 36.6% 100% 1 14-01-02 ,BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Total Load Defl. L/999(0.093") n/a n/a .4 21-00-09 VERSA-RIM PLUS®,VERSA-RIMS,VERSA-STRANDS,VERSA-STUDS are Live Load Defl. L/999(0.079") n/a n/a 58 20-11-08 trademarks of Boise Cascade Wood Products L.L.C. Total Neg.Defl. L/999(-0.014") n/a n/a 4 r 09-10-07 Max Defl. 0.093" n/a n/a 4 21-00-09 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Malarial BO Wall/Plate 4"x2-1/2" 410lbs 9.6% 33.7% Unspeafied B1 Beam 5-1/4"x 2-1/2" 1,354lbs 13.8% 56.7% Unspecified B2 WaIVPlate 4-3/8"x 2-1/2" 416lbs 8.9% 34.2% Unspecified Notes Design meets User specified(U360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Ma)amum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Unbalanced snow loads determined from building geometry were used in selected products verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 i ®Boise Cascade Single 11-7/8"AJS®20 Level 11Floor Joists1FJ3(i1737) Dry 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive I Glued&nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Floor Joists\FJ3(i1737) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: - , "' "-�. :�., � '� �a+✓,'r . 3 �, � °gym c�� .� �$ ,.� '.k ��- , ,_ fix..,- °� a -- �,..X,, 80 14-00-06 B1 Total Horizontal Product Length=14-00-06 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,4-1/8" 379/0 95/0 B1,4-3/8" 380/0 95/0 Live Dead Snow Wind Roof Live Ocs Load Summary Tag Description Load Type Ref. Start End 100% 60% 115% 160% 125% 0 FC1 Floor Material Unf.Lin(lb/ft) L 00-00-00 14-00-06 53 13 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 1,507 ft-Ibs 34.3% 100% 1 07-00-03 rely on output as evidence of suitability for particular application.Output here End Reaction 475 Ibs 39.1% 100% 1 14-00-06 based on building code-accepted design properties and analysis methods. End Shear 444 Ibs 29.8% 100% 1 00-04-02 Installation of BOISE engineered wood products must be in accordance with Total Load Defl. L/999(0.124") n/a n/a 1 07-00-03 current Installation Guide and applicable building codes.To obtain Installation Live Load Defl. L/999(0.099") n/a - n/a 2 07-00-03 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Max Defl. 0.124" n/a Na 1 07-00-03 CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, Span/Depth 13.6 n/a n/a 0 00-00-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS),VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Beam 4-1/8"x 2-1/2" 473Ibs 6.1% 39% Unspecified B1 WaIVPlate 4-3/8"x 2-1/2" 475lbs 10.2% 39.1% Unspecified Notes Design meets User specified(L/360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 11-7/8"AJS®20 Level 11Floor Joists1FJ4(i1769) Dry 1 span No cantilevers i 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive Glued&nai led construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\FloorJoists\FJ4(i1769) Address: Specifier: City,State,Zrp:, Designer. Customer. Company: Code reports: ESR-1144 Misc: �- Cilia Bo 11-00-00 131 Total Horizontal Product Length=11-00-00 Reaction Summary(Down/Uplift)libel Bearing Live Dead Snow Wind Roof Uve BO 292/0 73/0 B1.4-3/8" 304/0 76/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin(lb/ft) L 00-00-00 11-00-00 53 13 Na Controls SummaryValue %Allowable Duration Case Location Disclosure Completeness and accuracy of input must be verified b anyone who would P Y P Y Y Pos.Moment 935 ft-Ibs 21.3% 100% 1 05-04-06 rely on output as evidence of suitability for particular application.Output here End Reaction 380 Ibs 31.2% 100% 1 11-00-00 based on building code-accepted design properties and analysis methods. End Shear 349 Ibs 23.4% 100% 1 00-02-00 installation of BOISE engineered wood products must be in accordance with Total Load Defl.. L/999(0.053") Na Na 1 05-04-06 current installation Guide and applicable building codes.To obtain Installation Load Defl. L/999(0.042") Na n/a 2 OS-04-06 Guide or ask questions,please call(800)232-0788 before installaion.\MnBC Live Max LoaDefl 0.053" n/a Na 1 05-04-06 CALC®,BC FRAMER®,AJSa ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Span/Depth 10.7 n/a Na 0 00-00-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. %Allow %slow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x2-1/2" 365lbs 37.6% 26.1% IUS2.56/11.88 B1 WalltPlate 4-3/8"x 2-1/2" 380lbs 8.2% 31.2% Unspecified Notes Design meets User specified(U360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mapmum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tie,Inc. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Single 11-7/8"AJS®20 Level 10oor JoistslFJ5(i1715) Dry 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16OCS Repetitive I Glued 8,nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\FloorJoists\FJ5(i1715) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: ' 09-07-14 BO B1 Total Horizontal Product Length=09-07-14 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind . Roof Live BO,4-3/8" 268/0 67/0 B1 268/0 67/0 Live, Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100%. 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 09-07-14 53 13 Na Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 713 fit-IbS 16.2% 100% 1 04-11-04 rely on output as evidence of suitability for particular application.Output here End Reaction 335 IbS 27.6% 100% 1 00-00-00 based on building code-accepted design properties and analysis methods. End Shear 304 IbS 20.4% 100% 1 00-04-06 Installation of BOISE engineered wood products must be in accordance with Total Load Defl. L/999(0.033") Na n/a 1 04-11-04 current Installation Guide and applicable building codes.To obtain Installation Live Load Defl. L/999(0.026") Na n/a 2 04-11-04 Guide or ask questions,please call(800)232-0788 before installaionAn\nBC Max Defl. 0.033" n/a Na 1 04-1 1-04 CALC®,BC FRAMERS,AJSM ALLJOISTO,BC RIM BOARD-,BCIV, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Span/Depth 9.3 n/a Na 0 00-00-00 VERSA-RIM PLUS®,VERSA-RIMS,VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 4-3/8"x 2-1/2" 335 Ibs 7.2% 27.5% Unspecified 131 Hanger 2"x2-1/2" 335lbs 28.2% 23.9% IUS2.56/11.88 Notes Design meets User specified(L/360)Total load deflection criteria. Design meets User specified(1-/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. r Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tie,Inc. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 i�Boise Cascade Single 11-7/8"AJS®20 Lever 11F Ioor JoistslFJ6(11681) Dry 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive I Glued&nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\Floor Joists\FJ6(i1681) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: 0 ,J. �. - a, r• a$r - n ' -z 80 07-08-00 B1 Total Horizontal Product Length=07-OMO Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,4-3/8" 199/0 50/0 B1 188/0 47/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 0 FC1 Floor Material Unf.Lin(lb/ft) L 00-00-00 07-08-00 49 12 Na Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 407 ft-Ibs 9.2% 100% 1 03-10-15 rely on output as evidence of suitability for particular application.Output here End Reaction 248 Ibs 20.5% 100% 1 00-00-00 based on building code-accepted design properties and analysis methods. End Shear 220 Ibs 14.8% 100% 1 00-04-06 Installation of BOISE engineered wood products must be in accordance with Total Load Defl. L/999(0.014") Na Na 1 03-10-15 current Installation Guide and applicable building codes.To obtain Installation Load Defl. L/999(0.011") Na n/a 2 03-10-15 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Live Max LoaDefl 0.014" Na Na 1 03-10-15 CALC®,BC FRAMER®,AJSM ALLJOIST®,BC RIM BOARD-, BCI®, BOISE GLULAM SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Span/Depth 7.3 n/a Na 0 00-00-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO WaIVPlate 4-3/8"x 2-1/2" 248 Ibs 5.3% 20.5% .Unspecified B1 Hanger 2"x2-1/2" 235lbs 24.2% 16.8% IUS2.56/11.88 Notes Design meets User specified(U360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Ma)amum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer. Simpson Strong-Tie,Inc. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 i ®BolBecaBmde Single 11-7/8"AJS®20 Level 11FloorJoists%FJ7(11765) Dry 12 spans I Right cantilever 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive I Glued&nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\FloorJoists\FJ7(i1765) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: 6 d S A 1, ! b 1 0 !, !41 ) b 1 • war �� - Bo 03-08-06 01-t0.10 B1 Total Horizontal Product Length=05-07-00 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow .Wind Roof Live BO 99/27 0/53 B1,5-1/2" 217/0 270/0 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 0 FC1 Floor Material Unf.tin(lb/ft) L 00-00-00 05-07-00 50 13 n/a 1 E5(i153) Conc.Pt(Ibs) L 05-05-06 05-05-06 145 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 10 ft-Ibs 0.2% 100% 2 00-07-15 rely on output as eHdence of suitability for particular application.Output here Neg.Moment -376 ft-Ibs 8.6% 100% 1 03-08-06 based on building code-accepted design properties and analysis methods. End Reaction -80 Ibs 5.7% 100% 3 00-00-00 Installation of BOISE engineered wood products must be in accordance with Int.Reaction 487 Ibs 17.4% 100% 1 03-08-06 current Installation Guide and applicable building codes.To obtain Installation End Shear 83 IbS 5.6% 100% 3 00-02-00 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC CALC®,BC FRAMER®,AJS-,ALLJOIST®,BC RIM BOARD-,BCI®, Cord.Shear 255 Ibs 17.1% 100% 1 03-11-02 BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAMB, Uplift -80 Ibs n/a 100% 3 00-00-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are Total Load Defl. 2xL/1,998(0.012") n/a n/a 3 05-07-00 trademarks of Boise Cascade Wood Products L.L.C. Live Load Defl. 2xL/1,998(0.003") n/a n/a 6 05-07-00 Total Neg.Defl. L/999(-0.001") n/a n/a 3 02-03-10 Max Defl. 0.012" n/a n/a 3 05-07-00 Span/Depth 3.6 n/a n/a 01 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x2-1/2" -80lbs 4.8% 5.7% IUS2.56/11.88 BO Hanger Uplift 2"x2-1/7 -80 Ibs 34.0% n/a IUS2.56/11.88 61 Wall/Plate 5-1/2"x 2-1/2" 487 Ibs 8.3% 20.4% Unspecified Cautions Uplift of-80 Ibs found at span 1-Left. Design assumes Top and Bottom flanges to be restrained. " Notes Design meets User specified(2xL/360)Total load deflection criteria. Design meets User specified(2)L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tie,Inca Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 i I®BoiseCascade Single 11-7/8"AJS®20 Level IlFloorJoistsT.18(11721) Dry 1 span No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive I Glued&nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 1\FloorJoists\FJ8(i1721) Address: Specifier: City,State,Ztp:, Designer. Customer. Company: Code reports: ESR-1144 Misc: i j ! ,1 BO 03-07-06 61 Toted Horizontal Product Length=03-07-06 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,4-3/8" 107/0 27/0 B1 107/0 27/0 ,. Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 03-07-06 53 13 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 86 ft-Ibs 1.9% 100% 1 01-1 1-01 rely on output as Wdence of suitability for particular application.Output here End Reaction 133 Ibs 11% 100% 1 00-00-00 based on building code-accepted design properties and analysis methods. End Shear 103 Ibs 6.9% 100% 1 00-04-06 Installation of BOISE engineered wood products must be in accordance with Total Load Dell. L/999(0.002") n/a n/a 1 01-11-01 current Installation Guide and applicable building codes.To obtain Installation Load Defl. L/999(0.001") n/a Na 2 01-11-01 Guide or ask questions,please call(800)232-0788 before installaion.\n\nBC Live Max Loa 0.002" n/a n/a 1 01-11-01 CALC®,BC FRAMER®,AJS^ ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, Span/Depth 3.2 n/a n/a 0, 00-00-00 VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANCO,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. %AIlow %Allow Bearing Supports Dim.(Lx W) Value Support Member Material BO Wall/Plate 4-3/8"x 2-1/2" 133Ibs 2.9% 11% Unspecified B1 Hanger 2"x2-1/2" 133lbs 11.3% 9.5% IUS2.56/11.88 Notes Design meets User specified(U360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. - Calculations assume Member is Fully Braced. Hanger Manufacturer. Simpson Strong-Tie,Inc. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 { ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Level 2\Flush Beams\131(H611) Dry I 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdt Job Name: 680 Craigville Beach Description:Designs\Level2\Flush Beams\B1(i1611) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: s� l 1 .L. a J. I J- 1 .. .I 1, i. ,l I. .. 1. 1 1 1 L , i1 1t j 1. T i _ a i 1 1 c -, y 14-02-10 BO B1 Total Horizontal Product Length=14-02-10 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live BO,6" 3,834/0 2,417/0 1,718/0 B1,4-3/8" 3,643/13 2,379/0 1,849/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Smoothed Load Unt Lin(lb/ft) L 00-03-12 13-07-12 267 n/a 2 Smoothed Load Unt Lin.(lb/ft) L 01-07-12 12-03-12 288 72 n/a 3 4(i290) Unf.Lin(lb/ft) L 03-11-08 13-10-04 204 280 n/a 4 Smooiied Load Unf.Lin(Ib/ft) L 04-03-12 13-07-12 66 n/a 5 B2(i1660) Conc.Pt(Ibs) L 00-04-04 00-04-04 110 106 n/a 6 - Conc.Pt.(Ibs) L 00-11-12 00-11-12 300 364 274 n/a 7 FJ3(i1584) Conc.Pt(Ibs) L 02-03-12 02-03-12 289 274 n/a 8 FJ3(i1604) Conc.Pt(Ibs) L 03-07-12 03-07-12 270 248 n/a 9 FJ3(i1546) Coro.Pt(Ibs) L 12-11-12 12-11-12 331 83 n/a 10 - Conc.Pt(Ibs) L 14-01-06 14-01-06 78 n/a 11 - Coro.Pt(Ibs) L 14-01-06 14-01-06 -13 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 20,670 ft-Ibs 64.8% 100% 1 07-07-12 rely on output as eAdence of suitability for particular application.Output here End Shear 5,563 Ibs 47% 100% 1 01-05-14 based on building code-accepted design properties and analysis methods. Total Load Defl. L/327(0.494") 73.3% n/a 8 07-01-12 Installation of BOISE engineered wood products must be in accordance with Live Load Deft. L/515(0.314") 69.9% n/a 25 07-01-12 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.494" 49.4% n/a 8 07-01-12 Guide or ask questions,please call(B00)232-0788 before installation.\n\nBC Span/Depth Na n/a 0 00-00-00 fh 0.49 CALC®,'BC FRAMER®,AJS-,ALLJOISTS,BC RIM BOARD'" BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEMS,VERSA-LAM®, VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAN16,VERSA-STUDS are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 6"x5-1/4" 6,581Ibs 49.2% 27.9% Unspecified - B1 Post 4-3/8"x 5-1/4" 6,498 Ibs 35.4% 37.7% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Unbalanced snow loads determined from building geometry were used in selected product's Verification. Design based on Dry Service Condition. Deflections less than 1/8",were ignored in the results. Page 1 of 2 gBoiseCascade Triple 1-3/4" x 11-7/8" VERSA-LAW 2.0 3100 SP Level 2\Flush E Dry 1 span I No cantilevers 10/12 slope- N BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 2\Flush Beams\B1(i1611) Address: Specifier: City,State,Zip: , Designer. Customer. Company: Code reports: ESR-1040 Misc: Connection Diagram J—'b d a 0T o c e 0 0 0 a minimum=2"c=6-7/8" b minimum=3"d= 12" e minimum=3" Calculated Side Load=410.2 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Connectors are: 16d Common Nails 'I i ®9oise Cascade Double 1-3/4"x 11-7/8"VERSA-LANKY 2.0 3100 SP Level 21Flush BeamsM(M660) Dry 1 span I No cantilevers 1 0/12 slope- Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 2\Flush Beams\B2(il660) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: 'T .!, J, .-. T!!1 ! J, 71, 1 J, .I. 1, J. .t ! J. !, J. .t J, 1, ,f 1 - 1--1 2 C7 �j 13-08-04 BO B1 Total Horizontal Product Length=13-08-04 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live 60,4-3/8" 108/0 110/0 B1 115/0 111/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 80% 116% 160% 125% 1 FC2 Floor Material Unf.Lin(Ib/ft) L 00-00-00 13-08-04 15 4 n/a 2 FC2 Floor Material Unf.Lin(Ib/ft) L 13-03-14 13-08-04 11 3 Na Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 682 fit-Ibs 3.2% 100% 1 06-10-02 rely on output as evidence of suitability for particular application.Output here End Shear 174 Ibs 2.2% 100% 1. 01-04-04 .based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0.022") Na Na 1 06-10-02 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/999(0.011") n/a Na 2 06-10-02 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installatiion.\n\nBC CMax Defl. 0.022" Na Na 1 06-1 OZALC®,BC FRAMER®,AJSM,ALLJOIST®,BC RIM BOARD-,BCD, Span/Depth 13.3 n/a Na 0 00-00-00 BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®, VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 4-3/8"x 3-1/2" 218 Ibs 3.3% 1.9% Unspecified B1 Hanger 3"x3-1/Z' 226lbs 4.8% 2.9% HHUS410 Notes Design meets Code minimum(L1240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria: Design meets arbitrary(1")Ma>dmum total load deflection criteria. Calculations assume Member is Fully Braced. e Hanger Manufacturer. Simpson Strong-Tie,Inc. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram L b d .. y a a minimum=2"c=7-7/8" b minimum=3"d=24" Member has no side loads. Connectors are:16d Sinker Nails Page 1 of 1 x ®Bolae Cascade Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP Level 21Flush Beams\B3(i1548) Dry 1 span I No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 2\Flush Beams\B3(i1548) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: i i J, t J .i. I 1. j ? 1 1. * a � a % +°*=3 CEM 09-01-11 BO B1 Total Horizontal Product Length=09-01-11 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,6-1/16" 1,045/0 1,692/0 1,919/0 B 1,6-1/16" 1,205/0 1,732/0 1,919/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Ell 9(i293) Unf.Lin(lb/ft) L 00-00-00 09-01-11 301 420 nda 2 Smoothed Load Unf.Lin(lb/ft) L 00-10-05 08-10-05 281 70 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verifled by anyone who would Pos.Moment 7,747 fit-Ibs 31.7% 115% 7 04-05-05 rely on output as evidence of suitability for particular application.Output here End Shear 2,977 Ibs 32.8% 115% 7 01-05-15 based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0.09T') n/a n/a 7 04-06-05 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/999(0.056") n/a n/a 18 04-06-05 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.097" n/a n/a 7 04-06-05 Guide or ask questions,please call(800)232-0788 before inslallatiion.\n\nBC CALC®,BC FRAMERS,AJSN,ALLJOISTS,BC RIM BOARD-,BCIS, Span/Depth 8.3 n/a n/a 0 00-00-00 BOISE GLULAMTM,SIMPLE FRAMING SYSTEMS,VERSA-LAMS, VERSA-RIM PLUSS,VERSA-RIMS,VERSA-STRANDS,VERSA-STUDS are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support_ Member Material BO Wall/Plate 6-1/16"x 3-1/2" 3,915lbs 43.4% 24.6% Unspecified B1 Wall/Plate 6-1/16"x3-1/2" 4,074lbs 45.2% 25.6% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Unbalanced snow loads determined from building geometry were used in selected product's verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram d a • c T. a T— a minimum=2%=3-15116" b minimum=3"d=24" Calculated Side Load=307.9 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Correctors are:16d Sinker Nails Page 1 of 1 ®Boise cascade Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP Level 21Flush Bea=1133(i1558) Dry 1 span I No cantilevers 10112 slope Monday,March 31,2014 BC CALC®Design Report-US Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level 2\Flush Beams\B3(i1558) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1040 Misc: Nib 09-01-11 BO Bt Total Horizontal Product Length=09-01-11 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO,6-1/16" 1,076/145 1,590/0 1,919/103 B1,6-1/16" 934/125 1,568/0 1,919/89 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 E21(i295) Unf.Lin(Ib/ft) L 00-00-00 09-01-11 301 420 Na 2 Smoothed Load Unf.Lin(lb/ft) L 00-03-05 08-03-05 251 38_ Na 3 FJ1(i1580) Coro.Pt.(Ibs) L 00-11-05 00-11-05 -45 -32 n/a 4 FJ1(i1640) Coro.Pt(Ibs) L 02-03-05 02-03-05 -45 -32 Na 5 FJ1(ill 587) Coro.Pt(Ibs) L 03-07-05 03-07-05 -45 -32 Na 6 FJ1(i1623) Conc.Pt.(Ibs) L 04-11-05 04-11-05 -45 -32 Na 7 FJ1(ill 566) Coro.Pt(Ibs) L 06-03-05 06-03-05 -45' -32 Na 8 FJ1(i1576) Coro.Pt(Ibs) L 07-07-05 07-07-05 -45 -32 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 7,270 ft-Ibs 29.7% 115% 21 04-08-05 rely on output as eHdence of suitability for particular application.Output here End Shear 2,769 Ibs 30.5% 115% 21 01-05-15 based on building code-accepted design properties and analysis methods. Total Load Defl. L/999(0.091") Na Na 21 04-07-05 Installation of BOISE engineered wood products must be in accordance with Live Load Deft. L/999(0.054") n/a n/a 53 04-07-05 current Installation Guide and applicable building codes.To obtain Installation Max Defl. 0.091" Na n/a 21 04-07-05 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Span/Depth .3 n/a Na 0 00-00-00 CALC®,BC FRAMER®,AJS•,ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, VERSA-RIM PLUS®,VERSA-RIMS,VERSASTRANDflr,VERSA-STUD®are %Allow %Allow trademarks of Boise Cascade Wood Products L.L.C. Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 6-1/16"x3-1/2" 3,836lbs 42.6% 24.1% Unspecified B1 WaIVPlate 6-1/16"x 3-1/2" 3,708lbs 41.1% 23.3% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Unbalanced snow loads determined from building geometry were used in selected product's verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram r i.b d a c a minimum=2"c=7-7/8" b minimum=Wd=24" Calculated Side Load=202.0 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Connectors are:16d Sinker Nails Page 1 of 1 I ®Boise Cascade Single 11-7/8" AJS®20 Level 21Floor Joists1FJ1(i1580) Dry 12 spans No cantilevers 1 0/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetifive I Glued&nai led construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Descripfion:Designs\Level 2\Floor Joists\FJ1(i1580) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: J, 1 J, d ,1.0.E J. .ice-I, 1, I ! ,l, ) , L. .b tt SO •13-08-10 B1 13-10-12 B2 Total Horizontal Product Length=27-07-06 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO 341/43 53/0 0/30 B1,5-1/2" 896/0 465/0 330/0 B2,4-3/8" 341/43 128/0 73/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 60% 115% 160% 125% 0 FC2 Floor Material Unt Lin(lb/ft) L 00-00-00 27-07-06 53 13 n/a 1 2(i288) Conc.Pt(Ibs) L 17-05-12 17-05-12 272 373 - n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 1,468 ft-Ibs 33.4% 100% 3 20-08-14 rely on output as evidence of suitability for particular application.Output here Neg.Moment -1,750 ft-Ibs 39.8% 100% 1 13-08-10 based on building code-accepted design properties and analysis methods. End Reaction 469 Ibs 38.6% 100% 3 27-07-06 Installation of BOISE engineered wood products must be in accordance with Ind.Reaction 1,361 Ibs 56.9% 100% 1 13-08-10 current Installation Guide and applicable building codes.To obtain Installation End Shear 438 Ibs 29.4% 100% 3 27-03-00 Guide or ask questions,please call(800)232-0788 before installaion.\n\nBC Cont.Shear 438 ibs 51.3% 100% 9 13-0 -00 CALC®,BC FRAMERS,AJS ,ALLJOISTS,BC RIM BOARD-,BCIS, BOISE GLULAM ,SIMPLE FRAMING SYSTEMS,VERSA-LAMS, Uplift -2 Ibs n/a 115% 11 00-00-00 VERSA-RIM PLUSS,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are Total Load Deft. L/1,162(0.14") 31% n/a 11 20-02-05 trademarks of Boise Cascade Wood Products L.L.C. Live Load Defl. L/999(0.093") n/a n/a 34 20-03-15 Total Neg.Defl. L/999(-0.033") n/a n/a 11 08-08-06 Max Defl. 0.14" 14% n/a 11 20-02-05 . Span/Depth 13.7 n/a n/a 0. 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x2-1/2" 394lbs 33.3% 28.1% IUS2.56/11.88 BO Hanger Uplift 2"x2-1/2" 394 Ibs 0.8% n/a IUS2.56/11.88 B1 Wall/Plate 5-1/2"x 2-1/2" 1,361lbs 23.7% 56.9% Unspecified B2 Wall/Plate 4-3/8"x 2-1/2" 469lbs 10.1% 38.6% Unspecified Notes Design meets User specified(U360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tie,Inc. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Unbalanced snow loads determined from building geometry were used in selected product's Verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 y - ®Boise Cascade Single 11 7/8"AJS®20 Level 21Floor JoistslFJ2(il 665) Dry 11 span l No cantilevers 10/12 slope Monday,March 31,2014 BC CALC®Design Report-US 16 OCS l Repetitive l Glued&nailed construction Build 2657 File Name: 14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach Description:Designs\Level2\Floor Joists\FJ2(i1665) Address: Specifier: City,State,Zip:, Designer. Customer. Company: Code reports: ESR-1144 Misc: 0 !. ,l o i I, 1, i BO 14.00-06 B1 Total Horizontal Product Length=14-00-06 Reaction Summary(Down/Uplift)(ms) Bearing Live Dead Snow Wind Roof Live BO,4-3/8" 375/0 293/0 273/0 B1,4-3/8" 379/0 168/0 100/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC2 Floor Material Unf.Lin(lb/ft) L 00-00-00 14-00-06 53 13 Na 1 2(i288) Conc.Pt(Ibs) L 03-10-12 03-10-12 272 373 Na Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must be verified by anyone who would Pos.Moment 2,397 ft-Ibs 47.4% 115% 7 04-03-11 rely on output as eHdence of suitability for particular application.Output here End Reaction 779 Ibs 55.8% 115% 7 00-00-00 based on building code-accepted design properties and analysis methods. End Shear 759 Ibs 44.3% 115% 7 00-04-06 Installation of BOISE engineered wood products must be in accordance with Total Load Deft. L/861 (0.187') 41.8% Na 7 06-06-01 current Installation Guide and applicable building codes.To obtain Installation Load Deft. L/999(0.119") Na Na 18 06-07-11 Guide or ask questions,please call(800)232-0788 before installation.\n\nBC Live Max LoaDefl L/999" 18.7% n/a 7 06-06-01 CALC®,BC FRAMER®,AJSM,ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, Span/Depth 13.6 Na n/a 0 00-00-00 VERSA-RIM PLUS®,VERSA-RIMS,VERSA-STRANDS,VERSASTUDO are trademarks of Boise Cascade Wood Products L.L.C. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 4-3/8"x 2-1/2" 779lbs 16.8% 55.8% Unspecified B1 WaIVPlate 4-3/8"x 2-1/2" 547lbs 11.8% 45% Unspecified Notes Design meets User specified(L/360)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member.' Unbalanced snow loads determined from building geometry were used in selected product's verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade- Single A11-7187MM)'20 - Level 21Floor JOistsIFA(i1604) Dry l 1 span No cantilevers 1 0/12 slope . Monday,March 31,2014 BC CALC®Design Report-US 16 OCS Repetitive l Glued.&nailed construction Build 2657 File Name: •14083 680 Craigville beach.mmdl Job Name: 680 Craigville Beach - Description:Designs\Level2\Floor Joists\FJ3(i1604) Address: Specifier. City,State,Zip:, Designer.. Customer. Company:. Code reports: ESR-1144 Misc: - j 0 .1, ., .I, �i- .13-08-04 - 80 Bt Total Horizontal Product Length=13-08-04 Reaction Summary(Down/Uplift)(Ibs) Bearing Live Dead Snow Wind Roof Live BO 360/0 272/0 250/0 B1,4-3/8" 375/0 158/0 88/0 Live. Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160%125% 0 FC2 Floor Material Unf.Lin.(lb/ft) L -00-00-00 13-08-04 53 13 n/a 1 2(i288) Conc.Pt.(Ibs) L 03-06-10 03-06-10 246 338 n/a Disclosure Controls Summary value %Allowable Duration Case- -Location Completeness and accuracy of input must be verifed by anyone who would, Pos.Moment 1,925 ft-Ibs 43.7% .100% 1 05-09-09 ,rely on output as Wdence of suitability for particular application.Output here End Reaction 730 Ibs 45:3% 115% •7 00-00-00 based on building code-accepted design properties and aialysis methods. End Shear 721 Ibs 42.1% 115% 7 00-02-00 Installation of BOISE engineered wood products must be in accordance with Total Load Defl. L/934(0.171") 38.5% n/a !.7 06-02-10 current Installation Guide and applicable building codes.To obtain Installation Live Load Defl. L/999 0.109' n/a n/a 1$ „-08-04-05 Guide or ask questions,please call(800)232-0788 before installatiionAn\nBC ( ) CALC®,BC FRAMER®,AJSM,ALLJOISTV,BC RIM BOARD ,BCIS, Max Defl. 0.171" 17.1% n/a 7 06-02-10 BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAMS, Span/Depth 13.4 n/a n/a 0 00-00-00 VERSA-RIM PLUS®,VERSA-RIMS,VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. %Allow %Allow ' Bearing Supports Dim.(L x W) Value Support Member Material BO Hanger 2"x2-1/2" 730lbs 61.6% 45.3% IUS2.56/11.88 B1 Wall/Plate 4-3/8"x 2-1/2" 533lbs 11.5% 43.9% Unspecified Notes - Design meets User specified(L/360)Total load deflection criteria Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Mabmum total load deflection criteria. Calculations assume Member is Fully Braced. Hanger Manufacturer: Simpson Strong-Tie,Inc. a Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Unbalanced snow loads determined from building geometry were used in selected products verification. Design based on Dry Service Condition: Deflections less than 1/8"were ignored in the results. Page 1 of 1 Commonwealth of Massachusetts ,� Sheet Metal Permit Mapil Parcel_LV IT Date: `, JAN 14 2015 Permit -, Estimated lob Cost: 0-461AIN OF BARNS it �T Plans Submitted: YES NO Plans Reviewed: YES NO l Business License# Applicant License _ PP Business information: Property Ow-Ier/Job Location.information: Name; Name: — - , �ij Street: ( �L_� , Street: (0 C) �. s � _ City/Town: !� City/Town:/Town: � ��vI ��'e - ��A Oaf 3a2 Telephone: J � 1�[! J Telephone:. Photo I.D.required/Copy of Photo I.D.attached: YES v NO Staff Initial J-1 I M-1-unrestricted license J-2/,M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft.12-stories or less Residential: 1-2 family Multi-family Condo/Townhouses 'Otli6r Commercial: Office Retail _., Industrial Eciucatnnal "` 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 complete& New Work: ✓._.._ Renovation: IIVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney I Vents Air Balancing Provide detailed description of work to be done: i INSURANCE COVERAGE: I have a current Wbility insurance policy or its equivalent,whieh meets the requirements of M.G.L.Ch.112 Yes U40❑ If you have checked`11 indicate the type of coverage by checking the appropriate box below: A liability insurance policy { Other type of indemnity ❑ Bond OWNER'S.INSURANCE WAIVER:i am aware that the licensee does not have the insuranc overage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit applicatio this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner er's Agent By checking this boxo,l hereby certify that all of the details and Information i have submitted(or entered)regarding this appiication are true and accurate to the best of:my knowledge and that all sheet metal work and installations performed under the permit issued for this application:will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 9',2 of the General taws. Duct inspection required prior to insulation installation:YES NO Progress Ing1jecti011s Date Comments Final Ins®ection Date Comments ! Type of License: 3y_ — C�Master . Fite ❑Master-Resiricted =iN/T°1N" ❑Joumeyperson Signature of License. zlermit# l ❑Journeyperson-Restricts d I License Number: a e$ Check at YAW nspector Signature of Perinit Approval The Commonsveakh of Massachusetts uvDepartment ofTndustrW Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov1dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Eleetricians/Plumhers Applicant Information Please Print Lezffii Name(&.sins orgaoiiauon/fndividual):, 6, (fur, u r., h Address: �141 ur a-1 Ciry/State/dip:. Phone.#: � Are you an employer?tbeck the appropriate box: Type of project(required):; i . am employer with l 0 -4. ❑ 1 am a general contractor and 1 5 a6.zoNew construction . =ploy=(frill and/or part-tssue). nave hired the sub-contractors 2.❑ 1 am a'sole proprietor orpartner- listed on the-attached sheet 7. ❑Remodeling ship and have no�tployees These sub-contractors havo g, 0 Demolitton working for me is any capacity. employes and have workers' 9. ❑Building addition 'No workers'comp,insurancc, coup,insurance. required.] 5.[� We are a corporation and its. 0_[]Electrical repairs or additions 3,71 I arzi a horneowner doing in work officers have exercised their '1,(]Plumbing repairs or additions myself[lv o workers'comp. right of exemption p.r MCsL 12 Q goof repairs insurance retied.]t c.152,§1(4),and we have no 13. Other employees:[No workers' i comp.insurance required.] Any applicant ant that eberks box#1 riust also M out the section below showing tb-4 wrn'=e eo#crosation poky information. iomeow&--s who submit this affidarit indicating they are doing all workaad then him outside contractors must submit a new affidavit indicating such. ConL actors that ahezk-this box must a —an additional sheaf sbowiug the name of the sub-contractors and s=whethe4 or not those entities have nptoy es. if the sub cactLaetors bave employees,4te;must provide their worlus'comp.poEcynuab . I am an employer drat is providing workers'compensation insurance for my employees Below is the policy and job site information. _ Insurance Company Nave: 7V'/��yl /S Policy#or Stlf ins.Lie. b d 84 7 (p ! Expiration Dart: � �� lob Site Address: 2 1.CcaQV,,'f/ �' bl�Gc� G�`y/StatelZi p: - Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Fail,=e.to secure coverage as required under Section 25A of MGL e.152 can lead to the imposition of criminal penalties of a pate up to$1,500.00 audlor one-year imprisonment,as well as civil penalires in the form of a STOP WORK ORDER and a one 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 haves ations of the DIA for insurance coverage verification. I do hereby certify er e an of perjrtry that the information provided above is Prue and corre Si ature: ,,ryry Q Date: Phone# oC� 7 7 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit,/License m Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector 6.Otber Contact Person: Phone 9: ,.a r '`'CC?R& I bAMIDDYYCERTIFICATE OF LIABI IY INSURANCE 2015/22/M4ri) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AN CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXIITEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE AI CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. . IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poli (ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endo ement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER N CTDebi James NAM Leonard Insurance Agency, Inc PHO E IAIQ (508)428-6921 ^�Not:(;oB)42o-s4oa 683 Main Street Do Es:debi@leonardagency.com Suite B I INSURE S AFFORDING COVERAGE NAIC_# Osterville MA 02655 4 INSu ERA:Travelers Indemnity of America 25666__^__ INSURED INSUIiERB,Travelers Cas 6 Surety of IL 19046 I I Bourque Heating S Cooling Inc. INSUrtERC,Travelers Indemnity Co. 25658" ____ B&L Equipment LLC INSURERO: PO BOX 770 INSU ERE: Marstons Mills MA 02648 INSl1RERF: COVERAGES CERTIFICATE NUMBER:Master '015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE 8 •EN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF A Y CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED B THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. i EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEE REDU CED BY PAID CLAIMS. I INSR ADDLSUSRPOLICY EFF POLICY EXP LTR TYPEOFINSURANCE INSR WiVD POLICY NUMBER R MM/DD MMIDD/YYYY LIMITS GENERAL LIABILITY - �- EACH OCCURRENCE 5 1,000, O X COMMERCIAL GENERAL LIABILITY I PREMISES Ea occurrence) S 500,000 A CLAIMS-MADE X OCCUR 68088790617 /17/2014 /17/2015 ' MED EXP(Any one person). S 5_,0 OOi L—� PERSONAL&ADV INJURY S 1,000,0061 GENERAL AGGREGATE $ 2,000, 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000,- I POLICY LF PRO LOC AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT -- ; Ea accident $ B ANY AUTO I BODILY INJURY(Per person) $ 1 ALL OWNED SCHEDULED /2014 /17/2015 -8B791085-14-SEL BODILY INJURY(Peracadenq $ I X AUTOS A S - /17. UTO X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE----- . _ Per accident $ Medical payments $ I X UMBRELLA LIAR HocCUR _ EACH OCCURRENCE $ 3,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE S 3,000,000 - IDEO RETENTIONS UP-8B791269-14-42 /17/2014 /17/2015 $ WORKERS COMPENSATION - VJC STATU-I IOTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 6S59UB-5B39530-A-14 /17/2014 5/17/2015 E.L.EACH ACCIDENT $ 1 O OC'�+ OFFICERIMEMBER EXCLUDED? El NIA .�._._-'OC.r. D 1(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 1,.CCO�O,C':s1 It yes.describe under --- . DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I S 1 OOO-,040' DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedu e,If more space is required) i. 1j CERTIFICATE HOLDER CANCELLATION 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Bourque Heating & Cooling Co. Inc. ACCORDANCE WITH THE POLICY PROVISIONS: POLBoxu7p0ent LLC AUTHO EDREPRESENTATIVE Marstons Mills, MA 02648 Tina Boulos/LEOTBI �sc ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 nntnnsi ni Tho Anopn name nnri Inn^era rani to►ar1 martrc of arnRn .._...................._............. .. ....._.... .. ....::. ._ -_. .,..,....,...,. .I .,..- < .... ....... _...........:.. ........_..... .. ......._.. -. ..,..... ._._..... AS0SACI=IUSETT_S DOERS LICENSE �a �a ENo 4a NUM eEit: : 1- �3-�12U73 NONE S56580732 46 EXP3. DOS .. 06 2 Q: 15 3.E*M t 1 - __.. 's s 14 CROOKE6 CARTWAY MARSTONS MILLS,MA 02648.1008 e oo05-13.2013:Rev07"1S2009 L9MMONW6LTH•OF MA,SAC:FiIJSETTS..:.,: BOARD DF f SHEET METAL,WORKERS t' G.SSUES .:Tk1.E. .F.OLLOWI'NC:L I CENSf � / AS A'MASt -ER UNREStRI.CTED �OBERT..G BOUR'QUE .. ,ti u lk tMOK€D CARTWA17 ;c MAPtSTONS M ILLS MA" 02648 1008" 6435. .0 /Z : 16 208664 f r Town of Barnstable Regulatory Services Thomas F.Geller,Director A. Building Division Tom ferry,Building Commissioner 200 Main Street,Hyannis;MA 02601 www.town.barnstablema.us OfEce; 508-862-4038 Pax: 508-790-6230 ]Property Owner Must Complete'and`Sigzi g his Section If Using A. Builder as Owner ofthe subject property °l GC .� hereby.authorise �G�' I to on my oeh , in ali'mat4ers relative to work..authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. pools are not to be fzlled before fence is installed and pools are riot to be utilized,until.all.final inspections are performed'and accepted. Si�gaature of Own Signature of Applicant Green R 6 k e g-¢ be- e. t Lc- Punt_Name Print Name _ 0 k Skate Q:FORMS:OWNERPERMYSSIONPOOLS 75.00 1 7F, a LOT AREA '• i� 7,500 Sq. Ft. � , 0C y LLJ21.6 ?EXISTING € . Q FOUNDATION CCif D TOF 29.35 \ o a o o .75.06, Fib I:rl ' CRA/GV/LLE BEACH ROAD, DCE'.#13�198' FOUNDATION PLOT- PLAN PREPARED EXCLUSIVELY FOR .THE PURPOSE OF•OBTAINING A BUILDING PERMIT,'NOT FOR ANY OTHER USE LOCATION 680 CRIAGVILLE BEACH ROAD CENTERVILLE, MA SCALE : 1" = 20' DATE : 10'' 17=2014 PREPARED ;FOR:' REFERENCE :` MAP 226 PARCEL 120 _ M/M RIC , GREEN DEEDBOOK 2773 PAGE 54 H OF MASsq 5. L,HEREBY, CERTIFY'THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON-THE. �- o� DANIEL cy� GROUND AS SHOWN HEREON: a. o A OJALA N off 506-30-45a, a N0.40980 fax 5W 362—OW ` F � down cape engineering, , inc. s I qy y i c1V1L ENGINEERS l ��^ �I D SURVE / V ------------ ---------- ---- LAND SURVEYORS •' 939 Moln. Street - YARMOUTHPORT,"MASS. DATE REG. LAND SURVEYOR . Rd. Nantucket " Sound LOCUS MAP SCALE 1"=2000't 28.34 _ - 7 ExISTING cASUNE ASSESSORS -MAP 226 PARCEL 120 26'9GBAVEL DRIVE - - - - EXISTING GASUNE LOCUS ISWITHIN FEMA FLOOD ZONE,C AS 2a 34 7s.00', 7a498` - 26 9J H ON CURRENT FLOODZONE MAPS L . 8.34 .. RAVEL DRIVE _ - GRASS DRIVE .LOT AREA 7a4� SHOWN 75.0a, 7.500 Sq..Ft GRASS DRIVE LOT AREA ( VERTICAL DATUM: ASSUMED FROM GIS �� x 2.62 G ao G ` 7.500 Sq. FtryO . .56 - .. :, s r•28..62 - G 6 r__ W 2;0228.55 x 8.'3s c f SOP. ZONING SUMMARY �56 z .. p• 2 o82a.55 e1 2f ROOMx ZONING DISTRICT: RB DISTRICT - 0 8.36 REQUIRED EXISTING PROPOSED s.86 ¢ MIN. LOT SIZE 43;560 S.F. 7,500.S.F. 7,500 S.F. y w za:3t /� � 27.T 7835 5.86 MIN. LOT FRONTAGE 20' 175' 175' > EXIST. DWELL I\ 28.31 MIN.10T WIDTH Too' 100' 100' a�S.T s. 6 (TO BE REMOVED) MIN. FRONT SETBACK 20' 15.7' 21.7' 2 o \2 .7 25.30 �! ' •28.2s t TF�ELEVP. Y�29.3' MIN. SIDE SETBACK 10' 5.0' 11.0' 4 0 MIN REAR SETBACK To' N/A N/A 'Ifo .zaso 3 o o t 2 0 30 BLDG. COVERAGE 15.3% 16.4% ' \ o .zaso o FLOOR AREA RATIO 15.3% .. \. 28 0 .38- _� 25.04 - !1� -o 110 .. - .. _. *27. - a; .. \ �§. 1 =t0 NOTE: SEPTIC TANK n 8 25.04 SUITABLE - _ IS NOT CL9 x .64 / \ �hQ \ . 8• x 27. 2 FOR VEHICLE YOAKS m /24.72 -.64 �}Q LOADING - /{� h •_ s SITE IS LOCATED WITHIN ESTUARINE x 27 00 PROTECTION DISTRICT AND AP DISTRICT 2 1 24.72. .asap /777® 2 7 x, 7 100A 1 s Vf'2 - , : RXEMOVED ED. OBE .5A7T - 5 8 26.70 '1' - 4.09 g� S/. 1 -. - .. 00' �• ry�EY9 .. .. .- 5 8 > 3?70. - x za\o�P �� o 00' 1 as�o ASPHALT ALK 24.40 \yF�.- SyHALT- ALK TAG ., \ K ELEVATION P / - F - O ONNHI'DRANT. EL N = PROP. DRIVE. CRA/GV/LLE.BEACH ROAD-, \moo �P CRA/GV/LLE BEACH ROAD of # \ �gss �.s7. SITE PLAN 595 . - EXISTING PROPOSED 680 CRAIGVILLE BEACH ROAD CENTERVILLE PREPARED FOR f M%M RICHARD GREEN _ .. off 508-362 4541 I r .. .. a . fox 509-362-9880 - - - �o DANfEL Ga, DECEMBER 3, 2013 - downcope.com © �yt%A�'9H d€/Aq qcy O A•. 1�.I Y)3 dofwn cape engineering,.inCo DAAIEL cN (J U�Af A C/,vi/ engineers N 4 - No:40980 N0.4�SS�v OJALA /and surveyors { R P Q P Scale:1 20' 939 Main Street ( Rte 6A) } 2gNDesRjOFSS1� O� YARMOUTHPORT MA 02575 12I3�f 3 N�SURV� 0 10 20 30 40 50 FEET 13-198 DATE DAN;EL A. OJALA, P.L.S. �. . :1