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HomeMy WebLinkAbout0541 WHISTLEBERRY DRIVE .:�( 1�i�� .��.,;�- fir` '��� a.._W..- ---.-_..- -. �.�—,� �.e..�....,.. ,+r,.�..,• � :.�..:..�+*��.c ,,.__ ^w. �---+5..— .^,. .M+ �._w��.w.�...,---_�r�1•_•-iY�7i!...�.._ -�`rf r^�...��T,�-e. ^+F".�,'�.w_-7,.�°iw N! .wM±�^!q��►^'^""'" — t ,-o+ Town of Barnstable *Permit#,--P0136y74 Expires 6 m issuh date 0 es ro . yT Regulatory Services Fee U • �rrswrs. MASS. i639. • Thomas F.Geiler,Director �� Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERAUT APPLICATION - RESIDENTIAL ONLY _ Not Valid without Red X-Press Imprint Map/parcel Number 0/0 Property Address .Sy/ c. r�s fi��•�r1 O�I y-t� W1:U'S Fc�r•S �lVl,'1 i [2lesidential Value of Work$ V.can Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number 40 Of-9.2 8 "YV3 Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) c ❑Workman's Compensation Insurance Check one: J ❑ I am a sole proprietor [v]�f am the Homeowner L r 20�3 ❑ I have Worker's Compensation Insurance 'r = OWN OF 8q Insurance Company Name RNSTAB`E Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission.. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: QAWPFILESTORMSe.ilding permit forms\E)PRESS.doc Revised 061313 i ?he Commonwealth of Mas3achruetfs Department of Industrial-4ccidm& D,Wce of lnmtigations 600 Washmgion Street y Boston,MA 02111 wwmma=goWdia Workers' Compensation Insurance Affidavit Birders/Contractbrs/Electricians/Phimbers Applicant Information Please Print Leidbly NaYne jBu�mtt+eclil aaTMi�atipnffpj _ �ti.k /�• M�.(lC� Address: S6-y I t.jhr s ���✓r� �.�e�-e. Q . City/StatelZip: l s i s ft O.2cV9Phone## C S--(3??--S-1eV 3 Are you an employer?Checkthe appropriate box: Type of project(required): I.❑ lam a employer with 4. ❑ 1 am.a general contractor and I employees(full and/or part-fime)- * have hired the sub-contractors 6_ ❑New construction 2.❑ I am a sole proprietor orpartner- listed on the attached sheet_ 7. ❑Remodeling ship and have no employees Thy mb-contractors have 8. ❑Demolition working for me in any capacity. employees and have workm' [No workers' comp.insurance camp.insurance.1 9. ❑Building addition required-] 5. ❑ We are a corporation and its 10-0 Electrical repairs or additions 3_�ama homeowner doing all work officers have exercised dmir 11.❑Plumbing repairs or additions myself [No workers°comp. right of exemption per MGL 12_0 Roof repairs insurance required.]i c_.152, §1(4),and we have no employees.[No workers' 13.0 Other comp.insurance required-] 'Any&pp&.=that cheers boa#1 mast also fill out the section below shomogthea workers`compensatim ply mformatim T Homeowners who sabmit this afidaadt m&catiog they roe doing all wc*and&m hae outside conuaclm most snbtait anew affidavit mdicatmg such_ lCoWnctars that check ttas boa mast attached as ad3itinml sheet shown g the acme of the sob-comaxtots and on whether oraot those entities bave employees.If the sub-cmtrscters have employees,They must pmvide tie&workers'camp.policy munber. I am an employer that is providing workers'.compensation insurance for my employwes. Bdow is tyre policy and job site information Insurance Company Name: Policy#or Self-ins.:Lic.#: Expiration Imo: Job Site Address: City/StatelZTp: 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 ihe form of a STOP WORK ORDER and a fine of up to$230.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ceriifjr under the pains andpmafas ofpedury that the informationprov ded above fs true and correct a Date: —i7—J 3 Phone#: Djff kidl use only. Do not write in this area,to be completed by city or town.of(feW City or Town: PermitMicense# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/rawn Clerk 4.Eiecbical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable ' Regulatory Services % BAR M Thomas F.Geiler,Director . .tee$ Building Division Tom Perry,-Building Commissioner 200 Main Street, Hyannis,MA 02601. www.town.barnstable.ma.us Office: 50 8-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 7 17— 13 0 _ JOB LOCATION: S5+/ �'�(ems!�, orsV--e- (Y1v5-{ar►s $1ti(l s number V street village "HOMEOWNER": Ga k,A f'y143 .S'b 8-775=7�19 name home phone# work phone# CURRENT MAILING ADDRESS: SY/ i ''° �t ©.Z 6,4 B city/town yin zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sign of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXFIVIPTTON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. Iu this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is Ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities'of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decolLk\,kppData\Local\Microsoft\windows\Temporary Internet Files\ContenLOutlook\QRE6ZUBN\EX2RESS.doc Revised 053012 oFTME r Town of Barnstable Regulatory Services RAMSTAELK "MAIM Thomas F. Geiler,Director i639. ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder -A , 4yVe—11c) , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit i (Address of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:F0RMS:0WNE"ERIv W0NM0L-S 62012 Gam, a . Y. � (! � � � (�� /�� � V �-�'- L �'L �s- � � � S � Grp ,1�,�1,��,�, s —� �� � � , _; .___� _. _ ._. , ,. --.��2 _� __ � k. � _ .� _ , NE " ' � Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 MASS. 16,39. ,�' (508) 862-4038 ArFD MA'i a � Ce rtif icate of Occupancy Application Number: 77748 CO Number: 20060068 Parcel ID: 061041 CO Issue Date: 07/03/06 ' Location: 541 WHISTLEBERRY DRIVE Zoning Classification: RESIDENCE F DISTRICT Owner: M&F CONSTRUCTION, INC Proposed Use: 701 GREAT NECK RD SOUTH MASHPEE, MA 02649 Village: MARSTONS MILLS Gen Contractor: FITZGIBBONS, MARGARET M. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed 1 Al s BUILDING PERMIT PARCEL ID 061 041 GEOBASE ID 3466 ADDRESS 541 WHISTLEBERRY DRIVE a PHONE MARSTONS MILLS ZIP - LOT '73 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 77748 ° DESCRIPTION 3BR.SINGLE DWELLING W/FIN. LOWER LEVEL & GA PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: FITZGIBBONS, 'MARGARET M_ Department of ARCHITECTS: Regulatory-Services TOTAL FEES: $1,612.53 BOND $.00 p4r� CORSTRUCTION COSTS $_00 101 SINGLE FAM HOME DETACHED 1 PRIVATE [;,<Oa_,._ * BAMSTABLE, • Mpgg I i639. ' DOTED MP'�A BUILDING DIVISION � BY /I,1� ,e DATE ISSUED 07/08/2004 EXPIRATION DATE - -� THIS PERMIT CONVEYS'NO.RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS 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 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1,FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEF RE CCUPANCY. POST THIS CARD SO-__1.T. 19S_,V111qr__1!BLE FROM STREET BUILDING INSPEC 10 AP ROVALS PLU OV ELECTRICAL INSPECTION APPROVALS 2 76110 2 d (GOO R"a-hV 0) (/90/0(.�' 961 3 1 HEATING INSjfi&CTIOIN APPROVALS ERI RTMENT j2 B7.6 RD OF HEALTH3 n �- OTHER: .. SITE PLAN REVIEW APPROVAL Alt�pp*-Co��C.ION I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS I THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. _ NOTED ABOVE. TION. I 1 I f r 1 1 r I 1 1 { { I i r r i { • 3 1 I I = I � �-� " �� ,� r'� � � � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION/ Map PArcel li Permit# ?3 Health Division a(/0YUo -3 I z Date Issued Conservation Division �O Zf b A 'r£3 6¢r-c( z' Application Fee o tI Tax Collector " �'��,�o� Permit Fee ��°� , 5-3 SEPTIC SYSTEM UST BE Treasurer ­X,k, INSTALLED IN COMPLIANCE Planning pt.11a �r ENRONMEWAAL CODE AND Date Definitive Plan Approved by Planning Board J ' S� TOWN REGULATIONS Historic-OKH PreserJat&/9y_anAs` SQ� ~��'-�6 3 Fe�iw�r►S Project Street Address '�e ✓' ,� . - /V LS. f� Village Owner Address zk Telephone DX-- 7 9 — Permit Request _n dj& z 1 Square feet: 1 st floor: existing proposed P '2nd floor: existing proposed TOO nev ' Zoning District Flood Plain /J Groundwater Overlay o d Project Valuation Construction Type A Lot Size .�509�7 Grandfathered: Yes No If yes, attach supportin documeAtionc� � A rV Cb Dwelling Type: Single Family Mrl Two Family O Multi-Family(#units) co r i Age of Existing Structure Historic House: ❑Yes O No On Old King's Highway: O Yes ❑No Basement Type: Mtu/Full ❑Crawl M /alkout O Other Basement Finished Area(sq.ft.) 6,22 Basement Unfinished Area(sq.ft) 30f Number of Baths: Full: existing new Half: existing new f Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count I Heat Type and Fuel: iGas O Oil ❑Electric ❑Other Central Air: ❑Yes LY o Fireplaces: Existing New_� Existing wood/coal stove: O Yes O No Detached garage:O existing ❑new size Pool:O existing Elnew size Barn:O existing Elnew size Attached garage:❑existing 2/'new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ -Commercial ❑Yes CdNo If yes, site plan review# Current Use Proposed Use ilk S/:-_/6 BUILDER INFORMATION C.el4,# Sa T- 737- M,�Z Name Telephone Number no.P'�z Address License# 0(0s/ 11*2w &AA 7-6 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S Pif/ SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. — DATE ISSUED MAP/PARCEL NO. > ADDRESS -~ VILLAGE OWNER DATE OF INSPECTION: FOUNDATION AVP ?`17'Of �,,�� S•Tx. "iglw�qx FRAME �` , ' w, 7— /—OS� INSULATION FIREPLACE " ELECTRICAL: ROUGH FINAL S , PLUMBING: R04M �!— " FINAL GAS: ROI Gb'i`� "� C FINAL N a m m FINAL BUILDING Ea > , � Ca —► DATE CLOSED OUT S Q N o mm O ASSOCIATION PLAN NO. .Y• f. 100, CJW — .3 LvL ,: 8 . m SE :r s PEcs 200 ����! f G R ® J p J � U R � G p 9 R Western Surety Company p u G C G 9 c F CONTINUATION CERTIFICATE G � G � f c u 6 G G Western Surety Company hereby continues in force Bond No. 14584400 R 6 9 i G briefly described as —Ruild-Pr City of Barngtahle for M & F Construction Company, Inc. i as Principal, in the sum of$ Five Thousand and 00/100 Dollars, for the term beginning MaV 3 2005 and ending May 3 2006 subject to all the covenants and conditions of the original bond referred to above. This continuation is issued upon the express condition that the liability of Western Surety Company under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed the total sum-'above written. Dated this 20th day of June 2005 WESTE SURETY ' COMPANY ,�4t11lNO!ltfe���/ By 1w Paul T.Bruilat, Se or Vice President Pz 10 P �Ni1r G 6 G R ,��fktlllltf3{is»% , G G G p c p R p 6 p 6 G � r• � THIS"Continuation Certificate"MUST BE FILED WITH THE ABOVE BOND. G p ` Form 90-A-4-2002 �1 i� / _7� S �//S ��rr �1 J/�'l /J/ �■~7 (�(/ / G ►/ 1 / /( , G � a . -Western Surety C(?mpany POWER OF°ATTORNEY KNOW ALL MEN BY.THESE PRESENTS: That WESTERN SURETY COMPANY,'a corporation'organiied 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 PauLT—B[u_flat of Sioux Falls State of SoLdh_Dakota , its regularly elected Senior Vice President as Attorney-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, all of the following classes of documents to-wit: Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity, p(AIA mindemnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and fidelity1bdhs 'Wgrmbtty�in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waiv�A'i0 nQfyor,clZa�ngg�or extend any bond or document executed for this Company, and to compromise and settle any and all claims or demN Inds tnai4eoo r,exi9bn��d"gainst said Company. ,7' ' U1(e�tern Surety omp`9r y further certifies that the following is a.true.and exact copy of Section 7 of the by-laws of.Western-Surety Q—pml5any duly adopted andrh6w in force,to-wit: Se�gon �fv' All bo ds„policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporr�to 3me.00f�he'C r pany by the President,-Secretary,°any,Assistant•;S,ecretary,,,Treasurer, or any Vice President, or by such other officerNas the�Roard�yof�Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoin -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 Senior Vice President with the corporate seal affixed this 20th day of June 2005 ATTEST WEST N URE;r OMPANY By Assistant Secretary Paul T. Bruflat,jrenior Vice President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this ___20th day of _ June ____ _ , _ _- -__ _, 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 Senior 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. thyhy5�yyhhyhhhhy�,yyhhhhh+ s D. KRELL s s SEA NOTARY PUBLIC SFr�4L f ibSOUTH DAKOTA ss, +h5�yy�hShh ShShhhhh�a�syh4+ My Commission Expires November 30,2006 Notary Public Form F1975-4-2002 i L(XJ U U L Building SUPPIV a w0iseley agnplow bib Hc_dfbrA_St._Lakejifie,MA 02347 941-7750 J,U, 2005 batet Fax i of pages Including cover sh I From: Michael Darsch Aftn: 541 Whistleberry Drive Fax #: 3W-477 - 3787 I R63__yearn Beam Cale and HLnger Message: Margaret- I-nclosed yi:.0 will find the beam Cale that was installed over the kitchen at the project 541 Wh1st1cb,!rry Drive. Call with any question you may have. Thank You Mike 07/20/05 WED 14:24 FAX a 001 �L Suilel<ling staPPIV a Wolseley m mpaq 63b Bedford St Lakeyille,MA 02347 '(E,; (508)947-77 745 F&X-.(508) 947-7750 July 20,2005 FajL # e4 pages Including cover sheet 12 To: Margaret From: Michael Darsch . Attn: _ _ 541 Whistleberry Drive Fax #a 508 -477 - 3787 RE. - Beam Calc and Hanger Message: Margaret- Enclosed you will find the Simpson Strong Tie literature information that specifies the loading handled by the HU410 hanger installed at the site. Call with any question you may have. Thank You Mike I 07/20/05 WED 14:24 FAX 2002 a - a t1 ®Available with additional corrosion protection.Check wild factory. T Dimensions Fasteners Dawn Doug Fir La1ch,'Southem Pine Allowable Loads Installed , Joist i Model Ga Header Avg Upilit Moor(100) Snow(115) Root(125) Coat Cods SizeI No. W H B Joist Index" sate tOd 18d Ult J {f33)•1"(160�106 iBd i 10d 16 �d 10d 16d (ICI) --_� SAWN LUMBER SIZES LUS46 1 18 3�a 43/4 2 - 4-16d 4-16d 6076 T1140 1165 - 1000 - i 150 - 1250 Lowest 1,94,121_ i Ud6 ---{ -15 3Ww 47ie 2 B-1 Od 8.16d i 4-1 Od 7033 590 71_0+890 1065 1"020 1225 1110 1330 +3_7% 26 83 124 4x8 48 ! 18 39'u 63i< 2 6 16d 4-t 6d 7750,11 i 40 11651 - 1265 - _ 1455 - 1585 +40°.k 1 84 121 i HUS40 14 3°/1a 6'4ia 12 - 6.16d 6-i6d 11190 1550 155D 15051 -" . 1730 - 111885 +203% HU48 Min 14 j-3W,a 6'99a 2% - 10.16d 4.1Od 11383 605. 725 - 1340, - 1540 - .1 1675 +213% 26 81 124 HU48 Max •14 1 3Wis 1 6'aia�2'h - 14.16d 6-1 Od 14566 905 1085 j - 1875 12155 - 12345 +235% F,U346 18 1 31Y+e 1 62/4 2 i - 6-i6d 4-16d 7750 1140 1165 - 12651 114551 - 115851 Lowest 1,84 121 1 . LU-3410 1 18 3W,, 81'i 2-1 -- 8.16d' 6-16d 10906 1710 11745 - 1765 - 2030 - 2210 +19% _" _ I 4x10 U410 %16 3 *;i 6% 2-14-10d 14.160 6-1 Od 11000 890 1065 1555 1860 1785 2140 1940 2330 +74% 26,RI:124 _ 14 3W,e I_81;B 2 8-16d 8.16d 145501 2160 125901 2310 - '2510 +154% i s 84,1-� HU410(Min) 14 3sie'' 8% . 2;4 -- 14-16d I 6-10d 14566 905 1085 1875 2156 - 2345 /6 --I-- - 26,B3,124-� 14 3W'e 1 8% 23h, - !18-16d i 10-1 Od 15166 1505 1810 9+49 - 27751 - '3015 +253% ® I LU$410 1 B y-39/-..ems 8V4 2�_ 18- 6d! 6-16d 10906 "1710 1745 - 1;65 '2030 -T2210 Lowest- �+ --- - - 1 - - 1,E4,1121 O S I ;LUS414_ 18 3%a. f OY4 ! 2 1 - 110.16d 6-16d 12750 1710 1745 - 2030 23^5 - ,2540 +33% 1 y rU410 16 3W,e 831 2 14-10d 14.16d•_6-10d 110001 890 1065 1555 18601 1785 2140 1940 2330 .46% 26.83,124 -t-- -- r---- - � - - 1"- ..__. .- i C I4x12,!I IU54'0 - 14 39/ie B'Si1B 2 - 8.16d 8-16d 14550 216? 2590 - 20101 - 2310 - 25101+114"0 - --�--�-- _ -i-- 1,64, 21 !HUS4i2_ 1 14 3Wie 10'h 2 10.16d 11_0-16d 16033 2700. 3240 - 12510 2885 - 3140 +129% " U412(Min), 14 3Wie t0Y1e 2'Fz = 161 16ci 16-10d 14316 905 1 1085 -21 2 46 1 - 465 - .2630 +26a% 26,63,124 I 1 H. Max 14 3W,s 10Y1e` 2Yz! 122.16d I 10-10d 15933 1505 16_10 2950: - 3390 - '36e5 +290% LUS410 16 1 34s 87' 2 = 6.16d 6-16d 10906 1710 1745, - 1?65 - 2030 _- '2210 Lowest 1,84,121 ZZ LUS414 j 1 B 3Yie, 1 D'i: 2 10-16d; 6-16d f 275 17100 -1745! - 2030 - 2335 _ 540 +33 A 12 U4 i A 1 16 3W,e 10 2 i i 6-10d 16.16d 8-1 Od 11000 890 1065 1775 2130 2040 2445 2220 2660 +93`/° 26,83,124 4x14`•---- 1 ---t -- -� - HiU5412 14 3Wie, 101/2 2 I - 10-16d t 0 16d 18033 270� 3240 251 G - 2885 - 3140 +129% 1,E4,1'e1 HU414 Min', 14 V1a 1 12Ys 2!i -_!18-i 6d' 8-10d 1516E 1205 1445 - 2410 -• 2775 - 3015 +333% ! "IA�a,43W1s 125/a 22%_z - 124-16d 12-1Od 18196 1810 2170 - 3215 - 3700� -- 4020 +355% 26,8.-s,124 3%a 10 12 16-10d 196-16d 6-1 Od 11000 890 1065 1775 2130 2040 2445 2220 2660 Lowest 4x163f/,B '10'/z 2_T -_ 10-16d 10-16d 58033 2700 3240 - 2510 2885 - 3140 +19% 1,64,121 it 31'/ie 1 13% 2Yz I20 16d 8-1 Od 15933 1205 1445 - 2680 - 3080 - 13350 +167%3§ie 13% 21fz - 26.16d 12-10d 18198 1 1810' 2170 -- W- 5 4005 - 14355 +178% U66 16 51h 5 2 8-1 Od 8.16d 4-1 Od 7033 590 710 890 1065 1020 1225 1110 1330 " oXfi HU66{,Vito 14 , 54a 44is 21•'e - ! 8.16d 4-16d 9474 715 860 1 - 1070 1235 - 1340 I HU65_Max 14 11/2 4Ve 1 2Y2 12.16d 6-16d 11383 1070 1205 ' 1610 1850 2010 U66 16 5'A 5 2 8-10d i 8.16d 4-10d 7033 590 710 890 1065 1020 1225 1110 1330 -- -- - 6x8 HU68 Min` ' 14 5'/2 513•;e 2Y2 - 10.16d 4.16d 11383 715 860 , -- 1 1340 -- 1540 - 1675 " _ IzU69�Mak� 14 , 516 5'?ia, 2'f -•-_'t14 i6d 6-16d 14566 1070 1205 - 1875 - 2155 -- 2345 U610 116 5'h 81,1 2 14-1 Od 114.16d 6.10d 11000 ago 10651555T 1860 1785 2140 1940 23301 26,83,124 fi6xl0 HU610 Min 14 51h 74% . 2'12 =114.16d 6-16d 14566 1070_1 12851 - 1875 -_ 215551- 2345 HU610 Maxi 14 . 5'i, _7% 2',: I18-16d 8�!6d 15166, 1430 1715 24101 - 2775! -- 3015 6x12 HU612 Min 14 51h 9% 2Y2 - 116-16d1 6-i6d 14316 1070_� 1285 - 2145 •- 2465 - 26801 HU612 Max 14 5'< 9Ye 212 - '22-16d! 8-�16d 15933 1430 F 1 115 - 29501 - 3390 - 3685 I HU614'Min) 14 51h ',I% 2Ne _�18-16d.�8-18_d 15166_1 143U 1715 - 2410" - 127751 - 3015 ! Z5 6x14 tL HU614(Max) 14 5'/z 1 11Me 2Yz - 24-16d 112-16d 18196 log 5 2145 - 3215 - 3700 "- 4020 '--- 4 HU616(Minj 5'h 12'Y1e 2Y2 _- 20-16d 18-16d 15933 1430 1715 - 1 2680 - 3080 __ 3350 0 16x16 HU616 Max 14 5'iz 12''.tiB 2!h 26.16d 12-15d 18196 i 2145 2.575 - 3485 - 1 4005 - 4355 I f HU86('Rini 14 71h 1 6% 2'h - 10.16d 4-lad 11363 715 860 - ' 1300 1540 �1675 � BX8,HU88(Max)t 14 7?h 6% 2Y2 -- 14-16d 1 6-16d 14566 11070 128E - 1875 - 2155 12345 i NU810 Min 1 14 7'h�-Bi0 2Yz - 24-16d i 6 13d 14586 1070 1285 - 11875 2155 - 2345 _ 8x10 �HU8101Max l 14 1 7'/^. 8?b 2Y2 = 18.16d 1 8-16d 15166 143D 1715 - 2410 - 2775 = 3015 4 Bx12 U812 Min 14 1 7'h 10Ya 2Vz _16-16d' 6-16d 14316 ir,70 ' 1266 2145 - 12466 2680 Q 26,124 HU812 Max 14 _71/2 1OYa 21/21 - 22.16d 8-16d 15933 14301 1715 - 2950 - 13390 - 3685 I 4 `lixlil"I_LMjnj 14�7'h 11Ve 1 2V2 -_18-16d 8-16d 15166, 1430 171AZ � 241C = !2775 - 3015 I HU814 IMax 114 17Y2 , 11'/a 2 ft -_2_416d 12-16d 18196 I 2145 2575 - . 32i 5 _ 3700 - 40^c0 - o HL'816 Min 114 716, 131;A 2Y2 _ 20.16d 13-16d 15933 1.430! 1715 1-2680 30E 3350 ( ii BxiG-- j I HUE161Mex 114 71h 135A 1 ?_Y2i=26-16d,12-16d 18196!214- 5 1 25751- 3485 - 4005 4355 -_ --_- 1.10d commons or 16d sinkers may be used instead of the specified 4.MIN nailing quantity and load values-1!ll all rounc holes;MAX nailing r i6d at C"15 of the labia load value. quantity and load values-4111 all round and triangle holes. 1I 1 2.16d sinkers may be used instead of the specified 1 OC commons with ii.DF/SP loads can be used for SCL that ass fastener holding capacity :II no load redaction.(1 ad sinkers are not acueptahle to-HOG apptiwricna.) 131 Doug Fir. I' " A. 3.Uplift loads have bain Increased 33%and 60%for ear•.hgvake or wind 6.Truss chord cross•draln tension may limit allowable ioads.Refer I 1( 1 l+' loading viith no further increase allowed.Divide by 1.33 and 1.60 for to Technical Bulletins T-AiISITPISPF,T-ANSITPISP and It! H normal;oadirg such ae in cantilever construc'.ion. T-ANSITPIDF for Allowable]Dads that consider ANSIITPI 1-2OD2 wood member design criteria. Ha!-,Cars do act have an installed Cost Index. I b( CODES:See page 10 tar Code Listing Kay Chart. 60 1/I/Alin yy "rl) 1L. LJi ran lip 002 Jul 19 05 041144p 7ru9Joist N. E. 16031 218 6167 10. 2 JIL C n ameT.entVe Alttyn r,0f:4 .n.lN„�. ,p ILM 2 PC*Of 1 3/4"x 91/2"1.BE.MierolIAMGD I_VL P1.ager 7n venown:tewa •'WZ PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pager 6myrr Va7bn:1.19Ji APPLICATION AND LOADS LISTED _=��—-—----------------- 1 14,all Product Diagram is Concgxual. Analysis is tar a Mamder lFltuh scorn)lae'rpaf. rnbuta,y-.Qua WWII.I• ptRnary tome Grua+,.pelaafermsl.ta.rg critic(tA!k e0.c LhrC of 1O0 K eautix,i2a oea,l Vevrs Lmade: Type Cmue Lwe -Ind LOCIlpoll Apapitebmea COnwaaf Pomi(ba) atlalwl1.151 300 'to rr kamwllay;. SUPPORT Ulp/A (b IMO VaagiCal RgGuenb libel Ply 00plb Nmarna Oaril Otto, Nhdlh Lscath LJVarpmm"Pollwooll pQpin i �w' �' >•'u'.I' 6361301 r0/7• WA WA WA A1:Waemu 2 41Ur114m LVL Oeam SSfi' 444, % `a 1 Pry 1 sat-b 9 t.2•t.RE MNcrofia rG)LVL ' 9W DOB I ] E 60' ta/R M 1:Yw Maim kmn0ar txad -bme TJ SPECIFIERS r SUILOER6 OIU:II&Jar edllal(el:A: 0i0dh q,t01:Tap klcur'hanpni tl-1s.�L-N CtlNTl1C➢-B: AlmYYnum Clilp;n Comm) Col4101 LmomUen &ter(IOa) •7]2 -Il{ TiGS Paeud(9%) Rl.arts Span 1 ones,Snow 1066in9 Memmnt(Cl.11») 3161♦ Ll14 1J507 PadSad 1% l:rs lame Doh lint 0 I � 7 MAD Sport t undo,Bra.Irlpclnp TOW Land ad (la 4a 0 '466 Papbap tt ma ) mo Spa. t lifter Snow Ioadinp 1 0 131 0.702 PseaeO(L&70) Nto Sw..1 W61W&Kit loading 'L1et!-1lpn rdusna:iA1r+�t+AfILL:Lf.MJ0.11:,.1sOk •ermc,np(Lu):All cv+presaien edpaa(km,arm:boaol))net eO trmced at a'2'Orc uiamam dOVited o(hmnNW. Preom enaChmmnl and pomnloninp a!Ialm,A)braang Is r.q.,rod to ach. .a awlr*o,alabillly. a1ApORTAtiT The W41YNs pmlwaul r. a:a1lxal Imm"WIL W11 dtvMPW by Tnla,oist(TJ). Aliowate prof a vr'uaa show,.mfm bi mnu r61n Caa7/n1 TJ rtWarialb end C2de accap®d emwpn TJ futpre ,fnp roe trlatppd Ills snmy:4">e InpW f*US dfle CIMMID We haVa been proui6ae b elharb j app0aatidn by the 6abm+gn 1x;dalbia�Ilal(A I19.g plaCl. y (—r - - I Ono muq be Awiecd end appovae r:f to Sp"It •TMIISANALYSIS FOR TgL6,0167 FRS)D .rS ONLVI aROOUCT SUBSTITUM11 VOIDS TW1S AAtALMS. � •Ailerap.a 6pvma Omtuyt rnraopdinpy m Im La e0 for&ilWnp Code!BG artwyafnp the TJ u1aIII on Onlducl 0¢oo mhn+a. •Aldo:Sac TJ SPECIFIER'S 1 11LIit.DEt'+i<UOI&S for nwdlpta ply connaet'nn. Oom ma Mama: Tru►Jett ham pat fmuw"d W pfflowl Oi I9b ru uipeed drc Ipp aka,hnesa/er,TrVb Jo�im,OLwraritam►thin nerrWp sho rt Mae eo reuW,nnrl limn he drWgM r of mead and Ir one Ism Cmas aMeel b o zrro uIe tnllarnadawa wwert a aq.a m oopeWry fa lhm neblan COndtlldr.a!a1d 4tmo. Tn!a as!c tartan n vbl be bCOaOlmbis rdr lha a 01C applicalbn. I *WM W^5 Atao wow GAwI*1 wirK L ATERAL.. &1V'C.W A's— "f1poi;T$ OAJt_Y, Mp8L1JlGI iNPCRMA7 aN Qe•0&02 Q�l9ATCIR 1NF06iNA,YtON- Tndnas La w.El► ball W hlbamaarry Of True JOIN a W ayarhmaabsr bumnssm Wralon Leak .rep MWIN tot.Sidle t MA bedlVid,NM 031 I Phone:(603)472 6730 Pax '.(603)?14-616r Cayysighc m 2041 by True JalaC. i naryarharaerr. oumituas rtzcz011am^end Mice 011amo ere ra:lfimr.e—d! tcmlemsrko oG,Tarr JOlmL, s i"Raw 8crQmq.Tiee onnmewrs f I n cryiaured treealwarb of ai�swt slrpna•TLa :awpany, tnr. S.\d„[i\TAU\pa GlmeC ii Lon\eap�-47ra\M1f10O-eB99\111y-aap9\a a91\bmM ADOVC KLe:hCn\aaoA An(NV sir.Cl,¢n.amo htorn,JO9!VUOe(a Duo-Me-VVu/ Io: /IAn,un.r.LI I.. BC CAUL)2003 DESIGN REPORT-US Thursday,Jup'015.2'04 14:45 Single 11 71"AJSI" 26 MSR rile-NL;me: MFCoasbtrc'ior_54`Wn+stie.LKcC a02 .:ot Narre: DeKripti3n:KITCHEN f CININ., Address; 541 tMllstleDerry Drive Epv;ifier Gty,State,Zip;Marston$MIN$ MA Designer. Joe Madera Custorlar: NI&F Construction Company' SHEPLEY WOOL PRODUCTS Ccde repc-s: BOCA 22-09.SBCCI S7070.i0B0 PFC-5604 Mlsc: st Load-40 rHf I 1C W (:K:SCaoing 16'' 1 I I ! Eu,1-1R1' df '•:� 507 Ibs LL 507 N:a LL 127 Ibs DL 1127lbs!nL low Horizontal Length-19-oo-Qo General Data Load Summary Verslon: JS Imperial 10 Daeerlptlon Load Type Ref. Stert End Type Value OCS Our. S Standard_cad Urnf Area Lett 00.00.00 19.00.00 Ll'-e 40 p$f 16" 003t Member Type: Jrist Deed 10 pef 16" 90% NLmber of Sams 1 Leh Cantilever. No Controls Summary R,W.Caritleyer: No Control Type Value %Allowable Duration Load Case $pan Location Moment -nos r!-I" 51,6°m 11X% ? ;-Intern. Slope: 0,12 Neg.Moment 0 fl-lbs n/a OC% C7C spacing: 16' End Reaction 63,'•Ip$ 55.4% 100% i 1-Left Repetilw Yes Total Load Defl. L7607{Ad'S") 39.5% 2 1 Construction Type:C1uea LIva:10ed Carl. U7:-59'0 3") 47.411b 1 Live Load: a0 psf Max:Dell. 376" 37.;,A ^ 2 t geed Load: 10 pst Span/Depth 19; rile 1 ParJtlon Loao: 0 psf Notes Daaforl 100 Design meats Code minimum(L/240i Total load deflection criter:a Design meet$Code minimum(V360 n Live:oad deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria The completeness and accurec'y of Mlnlmum bearing length for 80 is 1-Ih'•. the input rant be vertied by anyone Minimum bearing Ieng,h for 51 is 1/2' vRio would rely on tree output as EnteredR.!isplayed Horizorial Span Length(s1 a Clear Spas+1/2 min end bearing w V2 Inierrmed:ate oea ing evidence of suitability for a Connector Manufacturer Simpson Strong-'flee Company Inc. particLiar application The output above Is based upon b•ilding code-eccepteC design properties and srWjsis methods. Instegation of 3018E engnsere0 wood products rnvst oe in ecmrcvnrp, with the current InslWation G,ul,]e end the app!lcable:tdloing codes. To 010.in an Installa.t,on Quide or:f You have any questions please cea (800)232.07e8 before oeginring product InstaljoWn BC CALCM.BC FRAMER&,800, 8C RW-30ARD".8C OS8 film BOARD'" BOISE Gt.l1LAMTM VERSA-LA",VERSA-RIM® VERSA-RIM PLUS$, VERSA-STRAND"', VERSA-BTUD0 ALLJOISIa and AJS I"are trademar"of Boise Cascade Corporation. Page 1 of t fl FIOB,'Job wthoore ,,,.�....... .v _......._._ BC CALCO 2003 DESIGN REPORT-US Thwrsday,July06,2004 14:45 Single 11 Till"AJSY11 20 MSR rile Name: MF r..unstruc:ior,_.54 t WhiEte.laW J03 Job Neme: Descriptlor::GREAT R•a0M Address: W Whisbebeny Drive Specifier: Oty.State,Zip:Marstons'Ails MA Designer: Joe Madera. Customer: M&F Construction Company: SHEP;.EY WOOD;,R000-8 Code repots: BOCA2.2-09,SBCCI 9707D.I080 PFC•5504 Misc: t L:..,. I St—dardLoad-4QpirI1oppr 00';F ingl6" --_._.._t.._.._...i......._...J_._ .....;._.._._.......,_...........:....-'-'--... ,......._�-.__.._...._..._. ...---._._....,...-............._.......,........._.___....._._......._...._._.._._. 60.1.1!2` 427 bu LL 42710s LL t J 14s DL 1o?bs D.- NAM Hoezontei Length-16-L10.00 General Data Load Summary Vefslon: JS Irperial 10 Description Lood Typo Ref. Stert End Type Value OCS Dur. S Standarl,'-oad Unf.Area Left 00.00.00 16.00.00 live 40Pat 16" 100% Member Type: Joist Dead 10 p51 16" 90% N,mber of Spans: 1 Loft Cantilever: No Controls Summary Right Cantilever, No Control Typs Value %Allowable Duration Load Case $pan Location Mcmilt 2133 tl-,bs $2.41k .OD% 2 1-Interns: Slope: W12 Ngn f�!Oment C.11-10S Na 100% OC Spacing; 16` End Reaction 633lbs 40.801h 101% 2 1-Left Repo,live: Yes Total Load Dell. Li751(0.266") 32.0% 1 1 Consttucton Type:Glued Live Load Dell. U939(0.21051 33.4% 2 1 Max Dell. C.256" 25.6% _ 1 Live Load: 40 psi Spar.!Depth 16.2 n/a 1 Dead Load: 10 psi Partiticn Load: 0 psf Notes Duration- 100 Design meets Code mirtmum;J240i Total load detlFclion criteria. Disclosure Design meets Code mi7mum(-./3601 LivQ;oad defbctlors cnWI& Design meets arb Cary I V;'Maximum lose deflectlon criteria. The completeness end accuracy of Minimal beering tenyth for SC Is 1.1 r�. the Input must be verified by anyone Minirlurl beedrig length for 81 is 1�112". who wOuid rely On 1%Oulpul as Emared0splayed Hor!xontal Span Lengthisl=Gear Span+V2 min.end bearing 1/2 intermediate bearing evidenoe of suaability for a Connector Manufacturer: Simpson Strong-Tie(b Company Inc. particuiler eppicat;on Tl a output above is based Lpon b:ildn7 code-ecceplec design properties and awisis trwrods. Installation of 801H engineered wood products must oe in arcoroance with the Curren,Installation Guide end the app;iMblt bulidlnr,codes. To obtain an Instaliabon Guide yr If you hav@ any questions.please call (800)232-0788 before beginning product InstalInton. SC CALCQD.BC FRAMEP,O, BC RIM BOARD".SC OSB RIM BOAROr" BCISEGLULAMr", V-;R SA-i_AM01,VERSA•RIM& VERSA-RIM PLUSC. VERSA-STRAND'", Vi R.SA•$TI ice.ALLJOIST(9'arcl AJST"are lraoemarks of Boise Cascade Corporation. Page 1 r,.f 1 From:Jo•bAndero I o:WWZVAKcr r'114­00VrVJ v-•-.••...-._ _....._. .. BC CALCO0 2003 DESIGN REPORT -US Thursday,July 06,2004 14:4E Single 11 7/8" AJS T'4 20 MSR Pile dame: MF Construclor,_541'AnisUe.BCC J04 Job Name: Descnptior,:FOYER Address: $41 YJnistlaberry Drive Specifier: Cry.Stare,Zip:Marstons Mils MA Designer: Jae Madera C:istorier' M A r:;onstruction Company: SHEPLEY WOOD PRODUCTS Coda reports: BOCA22-09.SBCCI 9701D.ICBO PFC-6504 Misc: - i I r Staeaerd L064.40 pert 19 pD! 6C Spacing r6"i l_.. i _—_._.._._............_...___.._._.__w..._,...o,. ......... j rip,1:.1j2" 61,1.1Q" 427 Ibs LL 47.7 lbs LL I is DL Total Honzon,al Length-16-CO.00 'General Date Load Summary Version: US lr-perial ID Description Load Type Ref. Start End -Type Value OC:S Dur, S Standard.oad Unf Area Leff 00-00.00 16-00.00 Live 40 psi 16" Member Type: Joist Dead 15 ps1 16" . 90% Number of Spans: 1 Le7 Cantilever: No Controls Summary Right Cantilever: No control Yype Value %Allowable Duration Load Case Span location Morrierd 2347`t-rbe 57,6% 100% 2 1-Internal Slope: ?!12 I`leg Moment 0 R,lbs nla 10Ua1a OC Specing: 161 End Reaction 6871bs 51.3% 100% 1-Left Rei Yes Total Load Defl. Ll683(0.281") 35.2% 1 Ccnstn t0on type:G4ed Live Load Dell. L/939(0,205") 38.40/0 2 1 Li,*Load: 40 psi MaN Defl, 0.261 28.1% 2 1 P Spar.,Depta 16.2 n/a 1. Dead Load: 15 pat PaMV..on Loac: 0 psi Notes Duret:on IOU Design meets Code minimum(U240,Total load deflection criteria Disclosure Design meets Code minimum(U3601 Live,oad deflection.criteria. The completeness aril accuracy of Design meets arbitrary(1')Me)dmum load deflection criteria. r� y Minimum bearing length for 8o Is<-112' the'np:Jt ft81 be vehfled by q"lyone Minimum bearing length for 81 is 1,1Q1, who wouid rely on tie output as EnleredlDisplayed Horizonte!Span Lenglh(s)=Clear Span v t r2 min.end beermg t12 Intarmodiate haerrng evlLence of suitability for a Connector Manufacturer Simpson Strang-Tie®Company Inc. particolarapplicalion Theoutput above is based upon building rode-accepted design properiles and analysis methods. Installation of BOISE engineered wood products court oe in a,ccordarlct' with the current Installation Ccide and me applicable bulicing codes. To obtain an Installet!on Guide or:? you have any questions,please can (800)232.0788 before beginning product h6taiiation SC CALCS.SC FRAMERO,ECI®, SC R M 80ARC)m,SC 0S6 RIM BOARL"k BrJISE CLULAM-, VERSA-LAM®,VERSA-RIM® VERSA-RIM PLUSH. VERSA•::TRAND'", VERSA-STufA9 4L;,J0IS'f(S and AJS r"are t;aceniarl(s of Boise Cescede Corporation. Page 1 of 11 trorn:vor macera ?vo-000uvw lv. ...�„w SC CALC01)2003 DESIGN REPORT • US Trarsday JUIt J8.ZC04 14.45 Single 11 7/8" AJS fm 26 MSR File,.Nalnz MF CJonstruc:ior_54'��hisoe.B'G JO1 AD IJama: aescriptlx,:MASTER BE;-RUOV$1_1I7E Address: 641 V4hisltebegry Drive Speciller C.ty.State.Zip:Megatons PASS.MA Designer: Joe Madera Customer- M 8 F Const,uction "ompary: SHEPLEY`MCO PRODUCTS Code reports: BOCA 22-0E,SBCCI 9707 D,1080 FFC 504 Misc: Stgenderd L.OAd•40 psf 11C par 4,SFeciM1q I4' „i._.__.....!.._ _ _ i ...1 I , E0,1- R' B1.i-71i° 507 Ibs l'_ 507 Ibs LL 12,Ibs DI. 1:7105'^L 'Total Horizoniel.ecgth-15.00.00 General Date Load Summary Version' JS Impenai 10 Description Load Type Ref. Start End Type Value OCS Dug. $ Standard Load UM.Area Left 00-00-00 19-00.00 Live 40 psf 1S'• 1.00, WfTber Type: :eist Dead 10 pe1 16" qN, Nurlber of Spans 1 Left Cantilever: vo Controls Summary Right Cantilever: vo Control Type Value %Ailewabla Duratlon Load Case $pan Location Moment 3008 Tt-lbs 51.60010 100% 1-inierna! Slope: 0i 12 Meg.Moment C ft-Ibs rva OCYC Spacing; 16" End Reaction P133Its 65.4% '00% I-Left RSpetl;ive! yes Total Load Detl L/607(0.375") 39.5% 2 1 Constnxton Type:Sued Live'_oad Dell. 1,1769(0.3") 47.4% 2 1 Meg.Deft 0,375" 37.5% 1 dive Load. 40 Psi Spar.!Deptn 19.2 roa 1 Dead Load: 10 pat Partition LoaC: r Psi Notes D:retion. 100 Design meets Code minimum(1J240!Total load deflection i-riter:a Design meets Code mllmun)(,'1360!Live load defleMon Criteria. Disclosure Design a!eets a'Wl'ary("')Maximum loaf wflection Crlte'Ia. The C0f•1Glgterless a11d acCuraty of wimum bearing length for BQ is 1-112'. the nput mg,st be venfled by anyone Minimum bearing length for 91 Is 1.112" who'Nould rely on the output as EnteredrDisplayed Horizonte;8pen Length(s l r:Clear Span+1 2 inln end bearng-1!2 Intermea,ale tsvfng e%ieence of suability for a Connector Menulacaver Slmpson Strong-TIee Company tic. particular application T'rt outpu( above is based upon balding code-accepter design properties tend anelySla melnods. Instalaiion 01 BJiSE engineered wood products must tie in ecmrdance with the current Installation Guide and ire app+icable x!ilning:odes. To oDtam an Installation Guide or if you have sny questions.please call t800)222.0788 berore oeginning product inalallatiori BC c;ALC(9,8C FRAMER®.BC10, 8C R:M a0AR101, BC OSB RIM BJARLYI ECISE CLULAM^" vERSXi.Ak4e,VERSA-RIMS). VERSA-RIM PLUF4. VERSA-57RAV0'1. VERSA-STUDS At-JOi$TC and AJSTM aretrauemarks of Base_Cescede Corporation. Page 1 Cf 1 NO TES.- 1.) THIS PLAN IS VALID ONLY IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES IN RED. A LOT 74 � y o 171.18' DROP J.5') 1 O 'W C.B. 00 I� FND. trj >O, 41't � O f II �4 �v TOP OF I FOUND to EL = 100.0 p o Q 6 �W 0 o \ DO• Q o B.M. - TOP OF C.B. EL = 100.0 $ ASSUMED \ � / 200'BANFRO K AT RIVER OF � 1 � LOT 72 100'FRO w L OT 3 "�T R/VEj�, 55,097 SFf s 1.265 ACf \ 141LLS O�� 'Q OLD BOG 7F/ 67.88, " AS - BUIL T PL OF PLAN R. J O'hre a rat, P.L. S , R. S. LL OT 3, 11541 XHISTLEBERRr DR. 35 Route 134, Swan River Plaza, Unit 2 ffARSTONS MILLS, BARNSTABLE; rf1A South Dennis, Md. 02660 ASSESSORS jV4P 61 PARCEL 41 I CERTIFY TO M & F CONSTRUCTION CO. JOB NO.: 22704R AND TO THE TOWN OF RARNSTABLE BUILDING INSPECTOR N OF Mq THAT TO THE BEST OF MY INFORMATION, KNOWLEDGE �� `r-9 DATE. AND BELIEF, THE FOUNDATION SHOWN ON THIS PLAN O� RICHARD Cy SEPT. 08, 2004 G HAS BEEN LOCATED ON THE GROUND AS INDICATED o O HJ. CLIENT.- M & F CONST. AND THAT IT IS LOCATED IN FLOOD ZONE B PER FLOOD INSURANCE RATE MAP DATED 2/92 NO.27871 Sao SCALE: 1 IN = 60 FT FGISTEP���`�"4 70NAL LAND DR. BY.• R. OH. ATE REG. PROFES ON L LAND SURVEYOR SHEET 1 OF 1 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE ®O New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �j ���� square feet x$96/sq. foot= 775 x.0031= i� 3 _ plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= IV /g plus from below(if applicable) 'GARAGES(attached&detached) S7 1G square feet x$32/s .ft.= �� �J q q x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= I STAND ALONE PERMITS eel Open Porch _�_x$30.00= (number) Deck _x$30.00= (number) od 'Fireplace/Chimney is$25.00= 2 S (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocatioa/Moving $150.00 (plus above if applicable) -- — - Permit Fee // J �J I r c►' wtio�MF The Town of Barnstable w.-iSTAOLL Department of Health Safety and Environmental Services 03 ���� �fo MPS Building Division 367 Main Street,Hyannis,MA 02601 508.8624038 508-790-6230 PLAN REVIEW Owner: %)�T �► RR0 A/ Project Address: Builder: The following items were noted on reviewing: A 'P Ta B l- �. f0s7S %o R C 19!L_ 9,9 Ly To Ile v7• D�'.2 ec re 3/ To av7SiIde /yeeD spee SHE TS ITIV .9/L PRo.P ve.r S, t r ' Reviewed by: Date: / G� �a 'FROM FAX NO. Apr. 07 2004 08:01AM F2 i STANDARD FORM From the Office of: PURCHASE AND SALE AGREEMENT Rea3ty Executives. 1330 Phinne s LN H . 5 MA �2601 M362-1300 \ This 31 _ day of March 2004 1.1 PARTIES Timothy W. Co1e AND MAILING 10 Vanbuskirk RD. S. Sandwich, MA 02563 ADDRESSES hereinafter Called the SELLER,agrees to SELL and Margaret Fitzgibbons DBA. M + A Construction (min) P.O. Box 40 Marstons Mills, MA 02648. hereinafter called the BUYER or PURCHASER,agrees to BUY,.upon the terms hereinafter set— forth-the following described promises: Purchase and sale agreement on 541. SCRIPTION whisleberry Drive Marstons Mills MA' This contact is dated H' / January 21, 2004. The propert is further known as Map 04 `+ ryryf1!It?and indude Parcel 073 accordin to Barns able Town Hall Records. Title \� l Wereferenoe) Ref. Book 13477 Pg 930. 3. B ILDINGS, Included In the sale as a part of said premises are the buildings,structures,.and Improvements now: UCTURES thereon,and the fixtures—belonging to the SELLER and used in connection therewith Including, PROVSwKrTs, any,all wall-tommll carpeting,drapery rods,automatic garage door d FIXTURES window shades,screens.screen doors,storm windows and-doors,awe gs,shuttetsn furnaces, heaters,heating equipment,stoves,ranges,oil and gas burners and fixtures appurtenant thereto, (6/1In ord0lete) ter*,plumbing and bathroom fixtures,garbage disposers,elecxric and other lightln fbdures, mantels, outside tel lion antennas fences ates trees,shrubs, !ants,and aE >F , r� �itbrli!6V dtld(tibfiit>Qkiu�dcti(efit;I,a€vodt�/cftr'bG tle�! t�dgf/r>t My i d�;d vacant Land. Any and all plans related to this property included but not limited to perk or documents test results and pre liminaryy en ineering on nand be provided to M+A Construction at no additional charge by Timothy Cole. ?4. TITLE DEED Said premises are to be conveyed by a good and sufi{pent quitclaim deed running to fhe BUYER, (its in) or to the noes s designated by the BUYER by written notice to the SELLER at least seven "Includ®here by specific Business days before the deed is to be delivered as herein provided,and said deed shall reference any rmstrk%. convey a good and clear record and maiiwtable tide thereto,free kom encumbrances,except bons,easements,nghis (a P�rpvision�o tin updi ndketa le -and obiyatlons Ir,party � 1�i�ilif �t�r�EYos��l�er1Y/�+� ii��lidt�fb�*(tlS��t�f walls not in in in(b), tC Such t*xO$for the then current year as are not due andon-the le muntcipat and such deed; y payable date of the delivery of other ens. other encum ( Any lions for municipal betterments assessed after the dials of this agreement broncos,and make pro- (e; Easements,r@stridlons and reservations of record,if e g t, vision to prated hfbit or materially interfere with the current use of said Any, imiseyng as the same do not pro- SEL ER agga�inst BUYt:17's •(1) ' breach of SELLums 1 covenants in Ieases, where necessary. I I �. PLANS If said deed refers to a dean necessary to be recorded therewith the SELLER shall deliver such plan with the deed in farm adequate for recordEng or registration. 6. REGISTERED In addition to the foregof if the fide to said reefs TITLE Sufficient•to entitle the BOXER to a CerGficat of Title$S registered,said deed shall be in form deliver with said deed ail Instruments,if any,necessary to of said premises, +the BUYER to bf and the ain su�II i Certificate ofTeda, 7, PURCHASE PRICE The agreed purchase pdoe.for said premises is(fi allowedspace's p write NINE THOUSAND NINE HUNDRED DOLLARS allowed u writ®out *********Xx/10 0 dofiam,of which Me d �Jl $ @,3 0.0,00 have been paid as a de 900.00 Having been positth'sdayand g Paid with offer, g 0.00 are to be paid at the time of delivery of the deed in cash,or by certified,cashiefs.treasurer's or bank chock(s). S 9, 900.00 TOTAL COPYRIGHT 01979,1984,1986,1987,1%$,1991 . ll -REATER BOSTON REAL ESYATE BOARD �� w riphb res ,,.a This romr rnar not w oopiW o, Rbv.1999 Form No.RA1 St 5l-...Tu.� or In W h�'Manw Wh+t�owr TPW�in�je OMWI or the Greawr eostcn Remt Es ere oft expfesa mum Board. cvw a.c i FRori. FAX NO. Apr. 07 2004 08:02AM P3 S.; TiME FOR Such deed is to be delivered at :U U o'clock !' M.on the 19 ST day of PERFORMANCE: May 2004 ,et the Barnstable DELIVERY OF ' • DEED(fill in) Registry of Decds,unless otherwise agreed upon in writing. it Is agreed that time Is of the essence of this agreement 9. POSSESSION AND Full possession of said premises free of all tenants and occupants,e=ept as herein provided,Is CONDITION OF to be delivered at the time Of the delivery of the deed,said premises to be then(a)in the same PREMISE. condition as they now are,reasonable use and weer thereof excepted,and(b)not in violation of said (attach a list of building and Ponin .taws,and(c)in.compliance with provisions of any instrument referred to in clause exceptions,If eny) 4 hereof. The BUMR shag be entitled to personally enter said premises prior to the delivery of the deed In order to determine whether"the condition thereof complies with the terms of this clause. 10. EXTENSION TO if the SELLER shall be unable to give title or to make conveyance,or to deliver possession of the PERFECT TITLE premises,all as herein stipulated,or if at the time of the delivery of the deedEN, mises do not OR MAKE rr��oin ohm h p�o�vlslo h f,then � mfl S�6f'�9t ., V� +f�4k11t / PREMISES fe'r �i�f`tt/� � /� � o�hlie�a4tS/EWetYi�l��ofd CONFORM yS4(bf 1!Oh ¢ Vt«t J )*the SELLER shall use reasonable i od of efforts to remove any defects In title or to ddeliver possession as provided herein or to make the said (Chenrfe perf rune rl desired). Premises conform to the provisions hereof;as the case may be,in which event time SELLER shall give written notice thereof to the BUYER et or before the time for performance hereunder,and thereupon the time for performance hereof shall be extended for a.period of thirty calendar days. If in the tellers'opinion the problem can not be resolved within. the 30.day extension period the seller •shall give written notice i 1. FAILURE TO If at the expiWpn of the extended time the SELLER shall have failed.vo to remove any defects in title, - s PERFECT TITLE deliver possession,or make the premises conform,as the case may be,all as herein agreed.or d at OR MAKE any,time during the period of this agreement or any extension thereof,the holder of a mortgage on PREMISES Bald promises shall refuse to permit the insurance proceeds,if any to be used for such purposes,then i 20NFORM,etc. any payments made under this agreement shall be forthwith refunded and all other obli8ations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. 12. BUYER's The BUYER shall have the election,at either the original or any extended time for performance,to ELECTION TO accept such title as the SELLER can deliver to the said premises in their then condition and to pay ACCEPT TITLE therefor the purchase price without deduction,in which case the SELLER shall convey such title, except that in the event of such conveyance in accord.with the provisions of this clause,if the said Premises shalt have been damaged byfire or casualty insured against,then the SELLER shall,unless the SELLER has previously restored the premises to their former condition,either (a) pay over or assign to the BUYER,on delivery of the deed,as amounts recovered or recoverable on account of such Insurance,less any amounts reasonably expended by.the SELLER for any.partial.restoration,or (b) If a holder of a mortgage on Paid promises shall not permit the insurance proceeds or a part thereof to be used to restore the said premises to their former condition or to be so paid over or assigned,sire to the BUYER a credit against the purchase price,on delivery of the deed,equal to said amounts so recovered or recoverable and retained by the holder of the said mortgage less any amounts reasonably expended by the SELLER for any partial restoration. 13. ACCEPTANCE The ac 4tance of a deed by the BUYER or his nominee as the cave may be,shall be deemed to be OF DEED a full performance mend discharge of every agreement and.obligation herein contained or expressed, except such as are,by the terms hereof,to be performed after the delivery of said deed, 4. USE OF To enable the SELLER to make conveyance as herein provided,the SELLER may,at the time of MONEY TO delivery of the coed,use 1he purchase mono yy or any portion thereof to dear the title of any or all CLEAR TITLE eneumbronoes or interests,provided that all iristruments so procured are recorded simultaneously with the delivery of said deed, 5. INSURANCE Until the de lvery of the deed,the SELLER shall maintain insurance on said premises as follows: 'Insert amount Type of insurance Mrourri ofCoveraQe 4Ve(list additional asnd ofirwnounts esce (a) ve Fire and Extended Corage '$ as present agreed) as present 16. ADJUSTMENTS 4A , water¢r)4(�iQ,�/use cha(list operating ex ¢9 ¢f9f9 fir rff�hsyear, al beapportioned al value shall s�V.s of the day of nd taxes for pertfo►manoee then c eof U,'rs ahech schedule) agreement end the net amount thereof shall tie added to or deducted from,as the se may be the purchase price gable b the BUYER a time of delivery of the deed. )Opfq(y(dq �q�fy . �dav�;�de�a�b�rja� �����awade�ykxaa���l Copyright® 19T9,19",1986,1987i 1988,1991 Greater Boston Real Estate go=►rJ Arm tishts rsaerved. Paso 2 FROM FAX NO. Apr. 07 2004 oa:e3AM P4 17. ADJUSTMENT If the amount of said taxes Is not known at the time of the delivery of the deed,they shall be OF UNASSESSED apportioned on the basis of the taxes assessed for the preceding.fiscal year,with a reapportionment AND as soon as the.now tax rate and valuation can be ascertained:and,if the taxes which are to be ABATED TAXES apportioned shall thereafter be reduced by abatement,the amount of such abatement,less the reasonable cost of obtaining the same,shell be apportioned between the parties,provided that neither patty all be obligated to Institute or prosecute proceedings for an abatement unless herein otherwise agreed. 18. BROKER'sFEE A Broker's fee for professional senricesof $4,900..00 Buyer broker fee (lutin fee with Isdue from the SELLERto Realty Executives - Marie Souza paid at dollar amount or closing from Timothy Coles proceeds, only upon passing of percentage;also title 'and recorded of deed and not otherwise. name of Brokerage the.Broker( ).ht'xein Idtttlfkfe/W9Uc6$aql6itd_dt s/ofLti�l�s�la'Ill�ko�6�r t�fi��ts f dsh� ilv_Qfdth0sjEYtt i' / 19, BROKER(S) The.Sroker(s)named herein Realty Executives WARRANT/ warrant(s)that the Brokers)is(are)duly licensed as such by the Commonwealth of Massachusetts. (/NI in name) _ �2'O---OEPOSI7 AD deposfts made hereunder shall be held In escrow by RQalty. Executives (fiU in name) : _,; - as escrow agent subjeet to the teen$of this agreement and shall be duty accounted for et the time for* perfoim untie of tfils agreement, In the event ofany disagreement between the parties,-the escrow, 'agerri may retain all deposits made underthis agreement pending instructions mutually given in_ -wilting by the-SELLER and the BUYER. �1. BUYER'S if the BUYER Shan fail to fuifill the BUYER's aI DEFAULT; greements herein,all de osits mad®hereunder b the BUYER shall be pgr=*d22. RELEASE BY The SELLER's spouse hereby agrees to join in said deed and to release and cernrey all statutory and HUSBAND OR other rights and interests in said premises. WIFE ?3.-• BROKER A9 The Broker(s)named herein Join(s)in this agreement and becomes a PARTY provisions of.this agreement expressly apply to the Broker(s),and 10 any amendmentts yr modificattions of such provisions to which the Broker(s)agree(s)inI writing. 14, LIABILITY OF If the SELLER or BUYER e>dt3cutes.this agreement In a re pa TRUSTEE, prindpal or the eatalte represented shall be bound,and neither he SELLER or B(UY R so executing, SHAREHOLDER, nor any Or or beneficiary of any trust;Shall be personally liable for any obligation,express or. BENEFICIARY,etc implied,hereunder. 25. WARRANTIES AND The BUYER advwMedges that the BUYER has not been influenced to enter into this transaction nor REPRESENTA- has he relied upon any warranties or representations not set forth or incorporated in this agreement or TIONS previously made In wrhing,except for the following additional waranti ft and representations,if any, (Fill in);if none, made by either the SELLER or the Broker($): .NONE IMPLIED OR REPRESENTED. state'none",irany i listed,indicate by whom each war- anty or represen- tabor was mad# 26. MORTGAGE In order to help finance the acquisition of said premises,the BUYER sftall ap ply for a conventional CONTINGENCY bank or other institutional mortgage loan of$ N/A at prevailing CLAUSE ram,terms and oonditiona. If despite the BUT s diligent (cmff fnot Cannot be obtained on or before N/A 0 2�0c 4 fitment for such loan provided for the BUYER 914 terminate this agreement by written notice to the SELLER and/or the ftker(s),as agent(s)for the SELLER, i in Oiler to rror to the expiration of such time whereupon any payments made under this agreement shall be Purchase orO wlith refunded and all other obligations ofthe padres hereto shall cease and this agreemorit shall be void without recourse to fhe paMeS hereto. In no event vnll the BUYER be deemed to have used diligent efforts to obtain such commitment unless the BUYER submits a complete application conronning to fhe tore9oing provisions on or before mortgage loan PI/A 2004 . Copyright 0 1979,1984,19s8,1887,1988,1D91 Greater Boston Real Estate Board. AD rigl+ts Page 3 i F 1 FAX NO. Apr. 07 2004 08:04AM P5 2t. CONSTRUCTION This instrument,executed in multiple counterparts,is to be construed as a Massachusetts contract,is OF AGREEMENT to take effect as a sealed instrument,sets forth the entire contract between the parties,Is binding upon and enures to the benefit of the parties hereto and their respective heirs,devisees,executors, administrators,successors and assigns,and may be cancelled,modified or amended only by a written Instrument executed by both the'SELLER and the BUYER. If two or more persons are named herein as BUYER their obllgiattons hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and we not to be considered a part of this agreement or to be used in determining the Intent of the parties to It. 2B. LEAD PAINT The parties acknowledge that,under Massachusetts law,whenever a child or children under six years LAW of aga resides in arty residential premises in which any paint,plaster or other accessible material eorifains dangerous levels of lead;the owner of said premises must remove or cover said paint,piaster or other material so as to make it inaccessible to children under.six years of age. 28 :SMOKE The SELLER shalt at the.tirr�of the. , delt very of the deed,deliver a certificate from the fire department DETECTORS of the crty or town In whlch'said promises are located stating that said premises have been equipped with approved snwke detectors in cdnformity wilh applicable law. 0- ADDITIONAL The Initiated riders,If any,attached hereto,are incorporated herein by reference. PROVISIONS Sale of- the contract is contingent on: 1) . Obtaining a building ppermit for a 3 bedroom single family dwelling by May 12, 2004. 2).. In additich to the agreed contract price of $9,900.001 Margaret Fitzgibbons agrees to credit. Timothy Cole his initial depposit of •_- _ _ $8,900 00. The contract Tiruothyy Col e -holds is $280,000:00•minus` a $8, 900:00 deposit (Net total $271,100.00) M+A Construction agrees. to pay.5-289,900 for the property ii(closing: FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978 BUYER MUST ALSO HAVE SIGNED LEAD PAINT°PROPERTY TRANSFER NOTIFICATION CERTIRCATION- NOTICE: This is a legal document that creates binding obligations. If not understood,consult an attorney. SELLER(or spouse) SELLER Taxpayer ID/ Taxpayer ID/ BUYER BUYER Taxpayer ID/ Taxpayer ID/ Brokers) I� 1 I t:opyright O 1079,1984,19K 1987.1988,1991 Greater Boston Real Estate Board, All rtflhts reserved. Page 4 Affidavit of Substantial Financial Interest 1, of A4.7 �� , on oath depos and st to as o ows: 1. .I am an applicant for a building permit for the property located at Ma Parcel The address of the property is S 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date,which is , I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel .Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, l have submitted building permit applications for property in which I have a 1% legal or equitable interest. g. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury-this�� day of , 200� 2001-00501affin 1 Q/LOTTERY/AFFIDAVIT The Comntonlwealth of Massachusetts Department of Industrial Accidents 66a Washington Street _ - Boston,Mass. 02111 workers'..IC ensation.Insnrance Affidavit-General Businesses address: ' state: zi DZ �' hone work site locati011 JfALaddregs : I am.a sole Vroprietor.and have no one Business Type. Retail[]RestaurantBai/EatYng Establishment working in.any capaaty. • []Office[� Safes('including Red Estate,Antos etc.) ❑I am an em to with etn 1 ees full& art time. ❑Other /%%%/F ////� /%/////%� 1� ees worldn on this job.. . : I aril an emplayec Pravid -g. orkers cbmnensabon for my ems y. g , \. • ::ii Yt•i}1:5': ,'•r; .. •h• 'tv\�r••:r:,<:�.';'.i..:t'�,'.j'. i, �' ��?:/ Yir '.7�. 5,.?, ' •.li:::•.�' '_'f'`i...::;-i COIn"8II 'emet �'r. '- �,:' , '.�; '• ;t i .( i::.. ",;•:. ':... ' r �:,�1. :>.• J.•�E. 'r..!', r• '4. ,v,f ,�' J �a•••-'r':ir`. ,:n�i';5�>i+.�•'t<?;a ,"t•='r'r..::l��::x�. ! r. .. .l Ya.e:"' 4i'�'Fz':,•. :5• '�'i'.,��i,:' lj:;::>l.+f? _:i•iG'. .i.•- �..r.•::t..c+. .. .`. " .;,\•i.viir•r'�:...� ',•`;iidd ir;.F {' L. ..,i ' •..+• 'J-` .i•• 'J' :•\: y :•5': r ,1•' t �:• i• .i1�e5�• .l•.� .' 110nC. 'rw - •! i •! ,r, ',..:,J C •`,rr`, .•t •i 't :.J.:•. yp i:Se• I ••:..,„•, :'.. '• :� ' � .it;^�•n.• ,•ti .:r,',;y'.�-:' i.•.ri'IaS,'w:}X:•... I am a sole proprietor and'have hired the independent contractors listed bd6w.who have file following workers' compensation polices: '•�'q ? :', $�}`v:.. :.�..Q' 4:y 5•+?,L.3 r. •.n::y fie:�Ts._�-•� , . c6m an ..'�:i...^. r !• t;r��.• t '�{' 9�, 'tom',% .T. T,:r'��••::' -( ._--:—_:-__ nBIIt&: t _ �, .y,'',y. r i' ;4.y. %. 1 •'Yr;.r , i.t•��r;::' .. �-,��, r•.v r ..'S,.Y.' a :rn er \r�• 'b;, 9�:L••.•' ;. y:rr` ,i i, ~ •�fi Fl ti��M .�+�Y�/T�t�aC T i� r •'r• .!• .� ,•-- '�• tr; • VT e�dte_ s�_s�, •e.• � Q v.e r rr \r .n �' •r r��r++gql 5�yr-�� i� �:, ;• � v.. :• `olio A#� "P%///%//��/��• surance'co. i�;i r '!: ::•fir''J ) •f.= .''�. ,: :! ::'' ...r :•'. .'t. •�' 'c4:: ioi: •'e• ' ,4., l.4 :c' , .''.:.',..••'1�'f'�'i. 't ,�:��:i•'�.;' ,L_ r. .;r ,,JJ:�a •! �_yi )': o`' '•C '.�•�':"• •'ffjiJ'2'':,}�,,: 'r:''•:'i)v_ t J . �?.....?i:.:•t,r. .C:-r\• •'i.',%':: „�••,•.0 'r'�,..r• '� :Yv r�t'v i.e:...:i.•• ',• '..•i:,, 'C • coin ari• nerde:.rr .. . ., r'4,.J0..,•.i:. "`i•i.:>' •.i'i t"�:•:rZ.r/.'^{;r`!r :•�' t:, 1' •. r• c.• hOBE nr-. 1•.i.f. r; tti,: ,,+•Js7 •' :'.>{:r •• •:�••7':, 'i'ey�',.c: .,. :5•.:`�,..°•`•:t.•!'•:I a::,�, ' w. i l�•; ',:.;�y:�• .'�'':':l'.. r r:•.�' =' .•,1. r ti r.:.,, •:::.:' ' PS��:r f s':' - ' e-t:•.. ., '�.J ;p. ° r'((. ,,�r�••0 C, r•� itl5' ::,,i'-"•':.'a.'t$' r'i: i t.•'.si•:' .!.,,t'�: :.;;:':::�.. .;�',�..., :/1.•r :t�..r:.i.•s:�'' t.:.•.'}.S i:w•.?.\ 11 :}ra: insurance-Ar'.. =' M MAN, % ne p to 00.00 and/or one rato secure coverage as well as required under In the f hn of STOP WORK ORDBR and a fine of$MGL 152 can lead to the bnposwo of criminal 0 day against me. I undo stand that K one years'imprisonment as well as cfvilpea copy of this statement maybe forwarded to the Office of Investigations of the DIAfor coverage verification erjury that the information provided above is true d car ect. I do hereby certify under the pains and pea ties of p Sig /�nature DatePhone# Print name ~official use only do not write in this area to be completed by city or town official permit/license# ❑Building Department city or town: []Licensing Board ❑Selectmen's Office C -chee,kif immediate response is required []Health Department contact person: phone#; ❑Other (Fevi+ed Sept 20�) Infornciation and Instructions. Massachusetts�eral-Liws`cli Ater 152 section 25 re wires all 1 ers to rovide workers' ensatioa for*their. employees: As quoted-from the f`law", an employee is,defined as every person in the service of another under any contract of hue; express or implied; oral or.written. An employ er er is defined as an individual,partnership, association, corporation or other legal entity, or any two or mare of . the foregoing engaged.iu ijoint enferprise, 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 hayin&-not'more than three apartments and-who resides therein, or the:oceupant,bf the dwelling house bf another who emplojnspersoiis to do.maintenance, construction or repair work on such dwelling house'or on the grounds or building.aPp in tenant thereto shall not because pf such employment.be deemed to be ari employer...... .... . ... lYIGL chapter 152 section 25 also'states fhafevery. state'or legal licensing•agency shall withhold the issuance or renewal of a license or pert to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced accept.able.evidence•of•compliance with the insurance coverage required- Additionally,neither'the' ' commonwealth nor.any.of its political subdivisions shall enter into any contract for-the performance of public work untnl� ance with t�a insurance requirements of this chapter have been presented to the contracting • acceptable evidence of romp" Authority.. Applicants Please fill in the workers''eompensafm affidavit completely,by checking the box that applies to your situation.,Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe 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 al Accidents. Should you have any questions regarding th6`law"or if you are requested, not the Department ofTndustri required to obtain a.rvorlcers.'compensation policy,please call the Department at the number listed below. . City or Towns . Please be sure that the affidavit is cbmplete andprinted 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 film the permit/license number'.which will be used as a reference number. The.affidavits may be.rehaned to, the Department b} mail or FAX.unless other'ariangements have been made. The Office of Investigations would hike to thank ybu k advance for you cooperation and should you have any questions, please do not hesitate to give us a-call. The DeparSment's address,telephone and:fax number: : • , ; , The Commonwealth Of Massachusetts Department of Industrial Aeddents elfin of 11 i esffgatfens 600 Washington Street ' Boston,Ma. 02111 fax#: (617)727-7749 0 e A A �DD A p , A 6 ° v v a Effective Date:May 3rd, 2004 e A v Western Surety Company a LICENSE AND PERMIT BOND 6 A r 6 A KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14584400 a 6 A 6 o Thatwe, M & F Construction Company, Inc. DBA u A A p A of the Village of Marstons Mills ,State of Massachusetts ,as Principal, e 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 Town of Barnstable ,State of Massachusetts ,as Obligee,in the penal sum of Five Thousand and 00/100 DOLLARS( $5,000.00 A 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 Builder City of Barnstable 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 May 3rd 2005 ,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, ,?the Obligee and to the Principal at the address last known to the Surety, and at the expiration of th i4ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shlA Y1jStYn.Xt eved from any liability for any acts or omissions of the Principal subsequent to said dt number of years this bond shall continue in force,the number of claims made against nd t �i , a her of premiums which shall be payable or paid, the Surety's total limit of liability sriaw t be cumula from year to year or period to period, and in no event shall the Surety's total liability a f4IQglsQ 'e amount set forth above. Any revision of the bond amount shall not be cumulative. Dated this 3rd day of May 2004 e A 1 1 6 ` A A o v v e A A A A o Principal a A A A 9 'i Principal i 6 A Countersigned(wh a required- W E S T E N S U R E T COMPANY A By sid nt Paul T.Bruflat,S or Vice President 2002 5 o;0 a A A oe a e e o e s e o ACKNOWLEDGMENT OF SURETY ; STATE OF SOUTH DAKOTA ss (Corporate Officer) o COUNTY OF MINNEHAHA e e e ® e P On this 3 rd day of May 2004 ,before me,the undersigned officer, o o personally appeared Paul T.Bruflat ,who acknowledged himself to be the aforesaid e G officer of WESTERN SURETY COMPANY, a corporation,and that he as such officer,being authorized so to do,executed a a the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such ; 0 officer. e IN WITNESS WHEREOF,I have hereunto set my hand and official seal. + e o + D.KRELL1402�NOTARY PUBLIC i e tl SOUTH DAKOiA f e e +r,,,,a„►,r,,,,,,,,..,,,+ Notary Publi -South Dakota a a My Commission Expires November 30,2006 0 a e ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) 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 (Corporate Officer) ss COUNTY OF On this day of ,before me personally appeared who acknowledged himself/herself to be the of ,a corporation,and that he/she 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/herself as such officer. My commission expires Notary Public B tl 6 \ ° ° C e e tl e e s e o w✓ e e F+1 F.e tl U p CS eV e z r� fmy 6 tl O i of ° F e Go w z a ® ^, m e � U O �1 e o Fl ► y .b FO. O e c O W tl e o 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 Senior 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,all of the following classes of documents to-wit: Indemnity,Surety and Undertakings that may be desired by contract,or may be given in any action or proceeding in any court of law or equity, policie��k Q emmfying employers against loss or damage caused by the misconduct of their employees;official, bail, and surety and fidelity m all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waiv ' e or extend any bond or document executed for this Company,and to compromise and settle any and all claims or ;�adp8r against said Company. m Surety erp further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety C y duty adopted ad duv in force,to-wit: � �. A`� �'on $olicies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the co pany by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers �¢_ directors may authorize. The President,any Vice President,Secretary,any Assistant Secretary, or the Treasurer may appoint {{ eys-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 Senior Vice President with the corporate seal affixed this 3rd day of May 2004 ATTEST WESTE N URET COMPANY By Assistant Secretary Paul T.Bnifl ,Senior Vice President STATE OF SOUTH DAKOTA I COUNTY OF MINNEHAHA ss On this 3rd day of May 2004 ,before me,a Notary Public,personally appeared Paul T.Bruflat and L.Nelson who,being by me duly swom,acknowledged that they signed the above Power of Attorney as Senior 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. ♦g4�eaaaaaeaagaaytiawaa�eaaa t a D. KRELL 8 iSEAL NOTARY PUBLIC SEAL s t SOUTH DAKOTA s ♦aaaaaaaaaaaaaaaaaaaaaaa♦ Notary Public My Commission Expires November 30,2006 Form F1975-4-2002 Permit Number REScheck Compliance Certificate Checked By/Date EAlergy CiDUL; REScheckSoftware Version 3.5 Release la CITY: Marstoris Mills HUD:6137 CONST'R!'!(-T 1 10"- P''NJ T)IO ()r,�rqm.it'. ript'qrhpri HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 05/26/04 COMPLIANCE: Passes Maximum UA=500 Your Home UA =494 1.2%Better Than Code(UA) Gross Glazing, Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2198 0.0 30.0 68 Wall 1: Wood Frame, 16" o.c. 1582 O.0 13.0 152 Wall 2: Wood Frame, 16"o.c. 1743 0.0 19.0 104 W uiuuw 1: Vinyl k rW11t;UUUDle Palle with Low-t 222 6340 75 Door 1: Solid 63 0.380 24 00or 21. Uluss 2io U.340 7 i Boiler 1:Other(Except Gas-Fired Stearn),85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, �-."��!I- J--Uba"1-tLCd viith U11.1c Th.,- ICS! "A, � Energy Code requirements in RES checkVersion 3.5 Release la (formerly MECchec.§and to comply with the'mandatory the RFC hui! ;P0 'nd t! rism ;-It:- It ht,efj dirlernitted iv�;ry fh,, ii Ahlr Cltretlarrl Dt­j;'�_ oft Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the desi-r. load as specified inSectinns 780CMR 110and.14.4. Ruilder./Desiqner r- REScheck Inspection Checklist Massachusetts Energy Code nATF: 0';!2F;'04 Dept. 1 I Ceilings: [ J I l. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation i Comments: I Above-Grade Walls: [ J 1 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 continuous insulation Comments: _ [ 1 1 2. Wall 2: Wood Frame, 16"o.c.,R-19.0 continuous insulation I Comments: I Windows: l 1 I i. Window i: vinyi trame:Doubie 'Pane with Low-E, U44ctor:0.340 For windows without labeled U-fact6rs,describe features: i rt rams,_F�aiuv i yya `iiiciniui Drcaw�[ j i'ca! }ivv I Comments: i Doors: 1 I : ✓VVa yVll V, . ..../VV 1 Comments: r i I nr%nr": f t-a�c i!_f�.:rnr•f1 !:4(1 j Comments: V Heating and Cooling Equipment: 1. Boiler I.:Other Txcept Gas-Fired Stearn.), tat AFUF or hishcr 1 Make and Model Number_ i 1 Air Leakage: 1 Joints,penetrations.and all other such openings in the building envelope that are sources of air 1 leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting;fixtures I shall meet one of the following requirements: I 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture. I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 1 2. Type 1C rated,in accordance with Standard ASTM E 283,with no more than 2.0 cftn(0.944 I L/s)air movement tiom the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: 1 i rieyuirW on die warm-in-winter side ui aii nun-vented Trained ceilings, wails,and nuurs. I 318ici'inu iuciiieuciniiuei: [ ] I Materials and equipment must be identified so that compliance can be determined. AY\411Yi4Y.YYi�:: li,r..: ...� f6r all �I::I�.�il 1 cati.... :.n-� -1: ., � 1...-L. 4-.::.t ! I wiuu.S uu 1::Sw1wYa �.wu.6 w.G GOUnii�`Y:yuiYi:iC:iiY uliu:ii:{:•iC�:'riw«1 uCuaiu6 i equipment must be provided. T 1 ! 1»:1.:13::Q'1 TT-Y,al::�c ntavi�r,T Lf'1.�..^.rc anA 1�.°.tis,rt nn�i.+'::':..n4 �irnr.:':'L'�t ti.",ele:rl�:»:;,'-!.�''� i J 1 ..,b..... O .. .. ..,.-. w.b...t .�.. .. .. . c .� I the building plans or specifications. 1 Duct Insulation: r Ducts shall be insulated per Table J4.4.7.1. { Duct Construction: [ ] i ltil ------itil+_jriiri(S yC:L*I15,'eLrid o-mrl rctum r,]ruti"'urk lVC23Wd�uef�ir��• j conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed ! using mastic and fibrous hacking tare installed according to the mamActurer'S installation j instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. f 1 ! The HVAC!wstem must provide a means for balancing air and water systems. ( I Temperature Controls: [ j { Thermostats are required for each separate HVAC system. A manual or automatic means to { partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] { Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 790CMR 1310 and J4.4. 1 { Circulating Hot Water Systems: J I Insulate circulating hot water pipes to the levels in Table 1. t j Swimming Pools: [ ] j All heated swimming pools must have an on/off heater switch and require a cover unless over 20% j ui iitn ituaiutg energy is iivut nun-depieiaoiC suurcCs. r'uui pumps require a Lune cluck. { j Renting rind Cooling Piping lusulation: [ ] i HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in'l able Z. Tab 1: Alif:itrakin Afros alatlon Thickness for Circulating Mul Water Pipes. Insulation Thickness in Inches by Pipe Sizes Mcutcd Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: llMleodrmm lassulotloar 9►7bkkness for HVAC pes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ranpe F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Stearn Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Buildiug Department Use Only) i I I I Bk 13477 D9330 1t1735 01-09-2001 @ 03:31 p td� , y .III• �, n �I I 1`3n QUITCLAIM DEED I{ 1,Linda R.Le Blanc,of 549 Whistleberry Drive,Marstons Mills,Massachusetts, 02649 For consideration paid in the amount of Nominal Consideration � � ICI • Grant to Linda R.Le Blanc of the Linda Le Blanc Nominee Trust, u/d/t dated f {j January 9,2001 and recorded in the Barnstable County Registry of Deeds Book ' I I i3y7 7.Page 32t,of 549 Whistleberry Drive,Marstons Mill,Massachusetts, 02649 WITH QUITCLAIM COVENANTS,The land in Barnstable (Marstons Mills), Barnstable County,Massachusetts,bounded and described as follows: III II I 'I I LOT 72 and 73 on plan of land entitled"Whistleberry Subdivision Plan of Land in ' Marstons Mills,Barnstable Massachusetts,Scale 1"=200'November 1980 Bohannon (' Land Survey Co.99 Pleasant'Street,West Bridgewater,Mass",which said plan is duly I i Iki recorded in the Barnstable County Registry of Deeds in Plan Book 349,Pages 53 through 63 inclusive. g I Said premises are conveyed together with the right to use in common all other entitled thereto for all purpose for which streets may now or hereafter customarily be used in the t !i Town of Barnstable,the ways shown on said plan. A! I Subject to and together with all rights,rights of way,easements,restrictions,etc of record insofar as the same are in force and applicable,and more articular! those stated in sl Book 3728,Page 201,and Book 8193,Page 269,to which title reference is made. ,.''•� a IL'� rr ! Property Address:549 Whistlebcrry Drive,Marstons Mills,02648 • r`r I �ij�' I I (, i i 'h I;. r 1 Bk 13477 Dg331 tt 1735 WITNESS my hand and seal this 9th day of January 2001. ( Ii Linda R.I.e Blanc '' I. I ,i COMMONWEALTH OF MASSACHUSETTS Barnstable,ss January 9,2001 (County) Then personally appeared the above named Linda R.Le Blanc and acknowledged the foregoing instrument to be her free act and deed,before me, GcORSEB.CAYAMUIGN 07ARYp0 M j • Y!!.!ht�'rEA1IHOrNdBS I r.rrou} i otary Public George B.Cavanaugh ; My Commission Expires: 10/9/2003 'II ;i .Ir II E BARNSTABLE REGISTRY OF DEEDS r� •AY• V V I i j BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR I Number;CGS 065131 ) i ?: + : ;F. `Expires;09/03/2b05 Tr.no: 2191 Restri6ted:,`00._ MARGARET M FITTZGIBB�ON, r PO BOX 476 ,`MAt MARSTONS MILLS 02648 Administrator 07/29;05 FRI 08:42 FAX Q001 F 0--1 -C-- Building Sulmply b 313 Bedford 5t Lakeville Ma 02 341 Phone: 505-941-1145 Fax: 505-q 47-'7'7 50 Fax mate: — # of pages Including cover sheet From: Steven .Jankowski At Fax #: - rj O RE: C @firPK message: 1 a., 4.N yo - , s i nl � f er ft��csr �F MAr J 0 07/29/05 FRI 08:43 FAX Z 002 `f � Valley Beam (/` �f J/ (' p r TJ-6eaao8`18SerlaMurn e� �s2 1 3/4" x 11 718a 1.9E MieraNarn® LVL v t� Paged 5=511: 1:18mlorr A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:R49112 PA)d SIu{te1212 �1 1 � 79' All dirreenalone are ltorizentaL Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group•Snow(psf):25.0 Live at 115%duration,15.0 Dead Vertical Loads: Type Class Uve Dead Location Application Comment Tapered(plf) Snow(1.15) 175.0 To 0.0 105.0 To 0.0 0 To I V Adds To Tapered(pf) Snow(1.15) 200.0 To 1.12.5 120.0 To 67.5 0 To I V Adds To SUPPORTS: Input Bearing Vertical Reactions pets) Detail Other Width Length LJvelDead/Uplifti'Total 1 Stud wall 3.5(7" 3.33" 1726/1307/0/3033 L1:Blocking 1 Ply 1 3/4"x 11 718"1.9E Microllam®LVL 2 Wood column 3.50" 1.50' 1230/943/0/2174 L5 None See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2917 2287 4541 Passed(50%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) 6772 6772 10263 Passed(66%) MID Span 1 under Snow loading Live Load Deft(in) 0.276 0.653 Passed IL1569) MID Span 1 under Snow loading Total Load Defl(in) 0.485 0.871 Passed(1,1323) MID Span 1 under Snow loading -Deflection Criteria:MINIMUM(LL:L240,TL:L/180). -6racin9(Lu):All compression edges(top and bottom)must be braced at 5'11"ole uriess detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output From software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The spec product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -(Minimum out length)=(Overall horizontal length)x 1.225+8 3/8" PROJECT INFORMATION: OPERATOR INFORMATION: 0406-02 Stock Building Supply(SNIJ) 63B Bedford St Lakeville,MA 02347 Phone:508-947-7745 C:)}•yright; G 2004 by True Joist, a Weye_haeuser Business 14Lcrcllamb is a registered trademark or Trus Joist. \\5bs0117932\eerver on d�Jobs\2004\04-06-sx\04-0642 Fitz gibbon\Engineering\I-Joists and SCL\Bean ialrsiitave vatlay baam.sns 07/29/05 FRI 08:43 FAX R 003 VArm Exposed Ceiling Beam 4 V7 W" T,-Bram®a.,eSerial mber.7004,ai4 4 Pcs of 1 314" x 91/2" 1.9E Microllm@ LVL Usm 1 7r26r2M 1,05'.21 AM ?age 1 Engine Version:1.18.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diag wn is Concephuat. LOADS: Analysis is for a Drop Beam Membsr. Tributary Load Width:T Primary Load Group-Residential-Living Areas(pat):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 1230 943 7'Y' Point(lbs) Snow(1.15) 1230 943 7'Y' SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (lbs) Depth LivelDeadRl plittf Total 1 Stud wall 3.50" 1.50" 1507/115310/2659 NIA N/A N/A L1:Blocking 1 Ply 1 3/4"x 9112"1.9E Microilam®LVL 2 Microllam LVL .3.50" banger 153311173/0/2707 1 9.50" N/A L3:Top Mount None beam Hanger -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L3:Tap Mount Hanger HANGERS:Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Top Mount Hanger B7.1219.5 0/12 0 N/A No 0 N/A -Nailing for Support 2: Face:8-16d,Top 6-16d,Member:6-N16 DE$ION CONTROLS: Maximum Design Control Control Location Shear(ibs) -2686 -2631 14530 Passed(18%) Rt.end Span I under Snow loading Moment(Ft-Lbs) 16989 16989 27082 Passed(63%) MID Span 1 under Snow loading Live Load Defl(in) 0.312 0.468 Passed(1-/540) MID Span 1 under Snow loading Total Load Deft(in) 0.551 0.702 Passed(1-/306) MID Span 1 under Snow loading -Deflection Criteria:MINIMUM(LL:Lr360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'7"c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: C4-W-02 Stock Building Supply(SMJ) 635 Bedford St Lakeville,MA 02347 Phone:508-947-7745 Copyright ci•2004 by Tvus Joist, a Weyerhaeuser Business M_crollams and Hicrollars& are _egistered trademarks of rrus ,:oi3t. S-n.paon Strong-Tieb Connectora i9 a registered trademark e£ Simpsca St_ong-iia Company, Inc. 07/29/05 FRI 08:44 FAX (21004 �' r E�osed Ceiling Beam � �� }SLSLlG9 T,lfleart0'Te!serislNumjerW604103462 " 4 PCS Of 34,/ x 112„ 1'9E Microtlarr>I®LVL . Pagel Err neVemlon:1.1fl5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 04.C"2 Stock Building Supply(SMJ) 63B Bedford St Lakeville.MA W47 Phone:508-947-7745 Copyright 9 20u4 by Taus Joist, a wayecl!aeuser Business Mic—Llamd and HicrollwM are registered trademarks of Tcus Joist. Sinpson Strong-Tlea Connectors is a regiotered trademark of Simpscn strong-^'ie Company, inc. 07/29/05 FRI 08:44 FAX (2.1005 i . . FJ .J;,�►- Flush Attic Beam TJ-aeama)8.16 Serial NumbAbeet 77DD411OM522 3 PCS Of 1 314" x 91/2" 1.9E MicrallaitnO LVL 911 AM 0; Engin rsbr7'!7e.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN i CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 Product DbWmn is Conceptuol. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1533 1173 6' SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Llfldth Length Live/DeadlUpIMITotal 1 Stud wall 3.50' 1.50" 1282194210/2225 A3:Rim Board 1 Ply 1 1/4"x 9117 0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 1.5W 891/643 10/1534 A&Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detaii(s):A&Rim Hoard DESIGN_CONTROLS: Maximum Design Control Control Location Shear(lbs) 2214 2153 9476 Passed(23%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 11794 11794 17662 Passed(67%) MID Span 1 under Floor loading Live Load Defl(in) 0.363 0.522 Passed(1-/518) MID Span 1 under Floor loading Total Load Defl(in) 0.631 0.783 Passed(1-1298) MID Span 1 under Floor loading -Deflection Criteria:MIN!MUM(LLQ360,TL:L240). -Bracing(Lu):All compression edges.(top and bottom)must be braced at VY S'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application.input design bads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily avallabla. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note:Sea TJ SPECIFIER'$/3UILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION- OPERATOR INFORMATION: D4-06-02 Stock Building Supply(SMJ) 63B Bedford St Lakeville,MA 02347 Phone:508947.7745 Copytigh* W 26C4 by Trus Joist, a Weyerhaeuser "cusiness Hicroi._amS is e. registbred tradsmari of Trus Joist. \\Sbs0:173321 servor oa dlJobs\20�iA\OQ-Ofi-r.�s\Oa-Co-72 iizgl�bnn\3ngireerinq\S-.;'ois[s a J SCL\3sam Calcs\3teve Flush Attic eea's.sms 07/29/05 FRI 08:45 FAX Z006 PKbeam under m.bedroom/kitchen et v� T,,_eeant®B.1BSerialru W:�;o�5z 4 Pcs of 1 3/4 x 11 7/8 1.9E MICroIlam® LVL Pag g gb1eeleieV Version: 5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i product Marts Is Coneetstual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(pso:40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 300.0 1 B0.0 0 To 16'6" Adds To roof Point(lbs) Snow(1.15) 2605 1431 16 6" valley beam(left) Point((bs) Snow(1.15) 2000 1175 9 6" beam carrying valley's SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length UvelDead1Uplitl1Tofal 1 Steel column 3.50' 1.50" 3719/2305/0/6023 L5 None 2 Plate on masonry wall 5.51T' 3.48" 6496/3848 1 0/10345 Al:Blocking 1 Ply 1 3/4'x 11 7/8"1.9E Microllams L'VL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -10160 -7714 18163 Passed(42%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 31182 31182 41051 Passed(76%) MID Span 1 under Snow loading Live Load Defl(in) 0.476 0.533 Passed(U403) MID Span 1 under Snow loading Total Load Deft(in) 0.768 0.800 Passed(L/250) MID Span 1 under Snmv loading -Deflection Criteria:MINIMUM(LI-1/360,TL1/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'T o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensicrns have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check wdh your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 04-06-02 Stock Building Supply(SMJ) 63B Bedford St 541 WNstleberry Dr. Lakeville,MA 02347 Marston Mills Phone:508-947-7745 MA 1 W 0 rST C,0s e SOA'4 ' 1�14°4% 5 Pew �� t S�►or�r-�a �'I LAkk y C o���► . Copyright 0 2004 Dy T_vs Jcist, a Weyerhlew— Business HicroiianH is a registered trademark .-f 7rus JoCst. \\SbsO11 i932\sere?r on d\Jnbsti 200E\00-O6-xxlC0-O6-07. citzg.hbon\SuCineering\?-Joiets and S-L\Beam Cal-s\beak urdar n. bed-V.itcter..sns 07/25/05 MON 11:24 FAX - 16001 ®Lrl[00 1®� Building SuPPIV 65B Bedford St Lakeville Ma 02 54"7 Phone: 505-941-1 145 Fax: 505-q 4 7-1 '7 50 FaxDate: Of pages including oover sheet I . Co To: _i i=rom: Steven .Jankowski I i Fax �: Off,- yl� - ���� • RE: Message: 07/25/05 MON 11:27 FAX / Z 005 ' Flush Attic Beam TJ-B0am®e.16�aiMma"�7�� 3 Pcs of 1 3/4" x 9 1/2" 1.9E Afli_crollamS LVL User.1 725200511:07:11 AM THIS�+ �y p, f /±q�� Pagel Engine Verworr.1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product NaW am is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1533 1173 6' SUPPORTS: input Bearing Vertical Reactions pbs) Detail Oftr Width Length LiveMeadlfUpIKUTotal 1 Stud wall 3.50" 1.50" 1 282 1 942/012225 A3 Rim Board 1 Ply 1 1K'x 9 1/2"0.9E TJ-Strand Rim Soard(8 2 Stud wall 3.50" 1.50" 891/643 10/1534 A3:Rim Board 1 Ply 1 1/4"x 9112"0.8E TJ-Strand Rim Board(& -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A&Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2214 2153 9476 Passed(23%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 11794 11794 17662 Passed(67%) MID Span 1 under Floor loading Live Load Dail(in) 0.363 0.522 Passed(1-/518) MID Span 1 under Floor leading Total Load Deft(in) 0.631 0.783 Passed(L z98) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output fmm software developed by Trus Joist(TJ). TJ warrants the aWng of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS-ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 04-06-02 Stock Building Supply(SMJ) 63B Bedford St Lakeville,MA 02347 Phone:508_947-7745 Co,yricirt © 2004 by T_u, Joi)t, a We)ert:de's_r Business Microllan0 is a registared ttadtrrs.k of Trls JBisL. \`,Sbs011'?912\sere4t on d\,7ees\2009'.0d-GG- \31-06-02 Fztzgibl:vn\Eny.ineeciny\I-Joists ard SCL\Seam Caits'%SLeve Flush Attic Beam.en4 07/,25/05 IiON 11:26 FAT Q004 Exposed Ceiling Beam TJ-8enm06.708eria'Nurnbe'r.7 00�4�""03462� 4 Pees of ! 314" x 91/2" 1.9E Microllam® LVL User:1 712Sj200.`1.1:05:21 AN Yage2 Engine Veision:1.1e.5 THIS PRODUCT !MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by True Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This cutput has riot been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability, -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 04-06-02 Stock Building Supply(SMJ) 638 Bedford St Lakeville,MA 02347 Phone:508-947-7745 Copyright a 20u4 by Tvus Joist, a 40yar1w ser Businaes Pliczcllanb and N.1c_el].aRa5 aza rayistered traderoarke r,= 'rzus Joist. Sinpton Strom,-TizQ; Connectors is a ragiste:ad r.rademerk of Simpson Strong-Tip C_ any, Inr. 07/25/05 NON 11:28 FAX Q006 � beam under m bedroom I kitchen T.!•[ieam��.lBSerielN"m,b� esl� 45 4 PCs of 1 3/4" x 11 7/9" 1.9E MicroNam® LVL User 1 PM Pagel E�naVVerson311.16.5 MEMBER IS INSUFFICIENT DUE TO LOAD Prot ObWanra is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads; Type Class Live Dead Location Application Comment Undorm(pif) Snow(1,15) 300.0 180.0 0 To 19' Adds To roof Polnt(lbs) Snow(1.15) 1726 1307 15'6' - valley beam(left) %nt(lbs) Snow(1.15) 1533 1175 9'6" - beam carrying valley's SUPPORTS: input Eleaeintg Vertical Reactions(lbs) Detail other Width Length Live/DeadlUpllWotal 1 Plate on masonry wall 5,50" 2.43' 4343/2888/0/7231 Al:Blocking 1 Ply 1 3/4"x 11 76 1.9E Microllam®LVL 2 Steel column 3.50" 1.72" 5376/3678/019054 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detai(s):At:fteking,LS DESIGN CONTROLS: Maximum Design Cofdrol Cmdrot Location Shear(lbs) -8962 -8343 16163 Passed(46%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 41273 41273 41051 Passed(101%) MID Span 1 under Snow loading Live Load Defl(in) 0.816 C.617 Failed(L/272) MID Span 1 under Snow loading Total Load Deft(in) 1,374 0,925 Failed(L1162) MID Span 1 under Snow loading -Deflection Criteria:MINIMUM(LL:1J360,TL:L/240). -Bracing(Lu):M compression edges(top and bottom)must be braced at 5'5'olr,unlesa detailed othervase. Proper attachment and positioning of lateral bracing is required to achieve member stability.. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accompllshed in accordance with TJ product design criteria and code accepted design values. The specine product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Buiiding Code IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECiFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 04-06-02 Stock Building Supply(SMJ) 63B Bedford St 541 Whistiebarry Dr. Lakeville,MA 02347 Marston Mills Phone 5MS47-7745 MA 4cpyright 1, 2004 Vy Traa Nis-_ n twyerT,nau5et 3us1]:eGs Xicrollart$ is s registered trademark of True Joist. \9bs07.1'7932\server on d'.achs\200e\oa-Ctfi-rx\0a-;5-c? F'itzcibian\Engineecinc\I-Joist and SCLABeao- -alcsNhaam under m. bed 4i•:cher,.sms 07.;25/OS HON 11:25 FAX 1� 003 4 Ca Exposed Ceiling Beam _ A k TJ.aaamg 6.'.6 Ser'.a!Num't�o !" `' 4 Pcs of 1 3/4'v x 9 1/2" 1.9E MicrollamS LVL User.1 7/261200511:75:21 AM P2ga1 Engine Vsrs!ow 1.16.6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED all ;tp Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary toad Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration; 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 1230 943 '1'3" Point(lbs) Snow(1.15) 1230 943 T 3" SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail tither Width Length (lbs) Dearth Live(DeadlU plittlTotai 1 Stud wall 3.W 1.W' 1507/1153/0/2659 NIA N/A NIA L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllamg LVL 2 Microllam LVL 3.50" Hanger 153311173/012707 1 RW' NIA 1_3:Top Maunt None beam Hanger -See TJ SPECIFIER'S/BUILDERS GUIDE.for detail(s):L1:Blocking,1_3:Top Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope species 2 Top Mount Hanger 87.12f9.5 0/12 '0 N/A No 0 N/A -Nailing for Support 2: Face:8-16d.Top 6.16d,Member:6-N 16 DESIGN CONTROLS: Maximum Design Control Cordrol Location Shear(lbs) -2686 -2631 14530 Passed(18%) Rt,end Span 1 under Snow loading Moment(Ft-Lbs) 16939 1%89 27082 Passed(63%) MID Span 1 under Snow loading Live Load Defl(in) 0.312 0.468 Passed(LJ540) MID Span 1 under Snow loading Total Load Defl(in) 0.551 0.702 Passed(I A106) MID Span 1 under Snow loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise Proper attachment anti positioning of laterai bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: 04-06-02 Stock Building Supply(SMJ) 63B Bedford St Lakeville,MA 02347 Phone:508-947.7745 Copyzighr a 2001 by Irua JOiet, a Heyerhaetser Business Micro].laaHS and MicrolltJc� zre registered trademarks of Tn!s •?tiler. Sim."= Stung-Tiovy connectors to a registered tradsmazk of ciMP50ft Strong-Tie Company, Iu.. s/) 07/25/05 )ION 11:24 PAX IM002 c. Valley Beapm� TJA mb eamMe.16 Serial N-aer.7004103452 1 3/4" X 117 p /8" I.9E IB icroIBaI@ LVL ! User:1 M5=511:01:18 AM rage, Engine Veraion:1.16.5 THIS PRODUCT" MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:8.49.'12ROW SlWC12,112 AU cibmnslons are hortzontal. Product Di®Wsm is ConcWunl. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Snow(pst):25.0 Live at 115%durnfion,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(pM) Snow(1.15) 175.0 To 0.0 105.0 To 0.0 0 To 1 1' Adds To Tapered(plf) Snow(1.15) 200.0 To 112.5 120.0 To 67..5 0 To 11' Adds To SUPPORTS: Input Bearing vertical Reactions fibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.33" 1726!1307/0/3033 L1:Blocking 1 Piy 1 3/4"x 11 7/8"1.9E Microllam8 LVL 2 Wood column 3.50" 1.50" 1230/943 1 0/2174 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):.Lt:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2917 2287 4541 Passed(50%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) 6772 6772 10263 Passed(66%) MID Span 1 under Snow loading Live Load Defl(in) 0.276 0.653 Passed(L/569) MID Span 1 under Snow loading Total Load Defl(in) 0.485 G.871 Passed(U323) MID Span 1 under Snow loading -Deflection Criteria:MINIMUM(LL:L/240,TL:L/180). -Bracing(Lu):All compression edges(top and bottom)must be braced at V 11"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided try the software user. This output has not been reviewed by a TJ Associate- -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -.Alkwiable Stress Design methodology'was used for Building Code IBC analyzing the TJ Distribution product listed above. -(Minimum cut length)=(Overall horizontal length)x 1.225+8 3/b" PROJECT INFORMATION: OPERATOR INFORMATION: 04-06-02 Stock Building Supply(SMJ) 63B Bedford St Lakeville,MA 02347 Phone:508-947-7745 Copyricirt V dC94 by _rus Joist, a Nejci:h"euser Business Microllar¢9 a c reyielened trademark of Srue: Joist. \\sbsO111932\sercor on d'J'obg\2004',04-06-xx\)4-06-07. Citzyibbar..\nngineerir.9\I--uoists end SCL\Beam Ca1ss15Le':e valley b-zw.sms Daniel E Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 August 9, 2005 Jeffrey Lauzon Building Inspector Town of Barnstable 367 Main Street Hyannis, MA 02601 Project: 21005 re: 541 Whistleberry Drive, Marstons Mills, MA for: Margaret Fitzgibbon P.O. Box 40 Marstons Mills, MA 02648 On 8/8/05, I made a site visit to the above project house to make a non-invasive evaluation of items that you noted. 1. 4-LVL's - O.K. as noted on attached 2. Jack floor to'level by adding cap plates on top of the columns 3. Existing lally column to be located to support valley corner I believe with these adjustments that this construction will be structurally sound. ���®�®.► e,► �� 0f DANIEL E. BRAMAN �. Daniel E. Braman, P STRuc*rURAL cc: Margaret Fitzgibbons ��f� !sT sronrA E' ' t Daniel E Braman, P.E. P��}•( 1N t 5" L jv 8 Ev Qy 189 Harbor Point Rd ►Jl�0.S'�o�-t's t�ll►% At Cwnmaquid MA 02637-0361 `Q2oSEc,-�: 2to 0 5 "DeStIR - 9F31�S'�t�►�t-?T IA A.5s 5 Tf,Te F-->V t c_Vt r_tG, CC>VG -!Oib'•Q1 '. Fl..nof2- ��t_._� 115, S�. �5 s 4 " l3� aC il�� �►PI�c�C'� c� �t 'SPA-0 �3IcttC5 1, Tc>Tom. c. t`� n 5 5+ + t'z oc 4� t04-5 f t ov�u��e ►.�S �,OC1�S of dtwucwstdns cit. Awc=, v-% c.j,.10 ova - AJD.4% it 5 ?4l8 tvt e e�• r - Pr..rntit Number ME Cc%eck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Rolease la Checked BV.Date 'TITLE: NEW RESIDENCE CITY:Falmoudt STATE:Massachusetts F-IDD:5713 CONSTRUCTION TYPE: 1 or 2 Family,DrtachM HEATRP'G SYSTEM TYPE:O&,er(Non-Electric.Resistance) DATE:05/31/05 PATE OF PLANS:MA.Y 17,2005 PROJECT INFORMATION: NEW RESIDENCE FOR: JIM&ROSEAN`N, FELDT 122 PINQUICKSBT COVE CIRCLE COTUTT,MASS. COMPANY INFORMATION: CANZANI ASSOCIATES ARCHITECTS 80 EAST.RIDGEWOOD AVE. PARAIv1US,NJ 07t 52 COMPLLANCE:Passes Maximum UA= 1073 { Your Horne= 1007 6.2%Better Than Code Grdss Glazing Area or Cavi►y wont. or Door, Perimcter R-Valle R-Value -Factor ;,e1 Ceiling 1:Cathedral Ceiling(no attic) 568 :3C%-9 �6.0 10 Ceiling 2:Flat Ceiling or Scissc•f Truss 2570 30.0 6.10 75 Wall 1:Wood Frame, 16"o.c. 3962 19,0 6.0 131 Window l:Wood Frame,Double.Pane 763 0.490 374 Door 1:Glass 406 0.490 199 Door 1:Solid 70 0.320 22 Wall 2:Wood Frame, 16"o.c. 2097 3G.0 6.0 82 Floor 1: All-Wood Joistt7russ,Over Unconditioned Space 3984 .30.0 6.0 10O COMPLIANCE STATEMENT: , p o osed building design described c.ere is consistent x6t!1 the building plans; specifications,and other with the permit application. Tl:e proposed builcing has been desigrice to meet the Massach is in.M.ECcheck Version 3.2 release 1a. The heating load fo `fit t o if appropriate,us been deterudnad using the applicable Standard Design C i' ad ux the ✓AC e ui meat selected to heat or cool the building shall be no greater than 1250 jhg es} 1 ad as ec to ar ons 780C�4R 1310 and J4.4. _ �Pvt3.012�o� Builder/Dc finer PARR . Date �1 OF 0 E 'd I068S9cT0? saj.erooss0 tuezue0 dI{, 0 SO i.I �r}FJ -5 : r I 1 `'" -- - LAB\• � :vl•I4`' :.vu.IL� '. � — - ill LOUVER _11• . _ 508.428.6191 .Sot1� j ">ustom Fill : -- • .. _..; ' � _ ':?resigns r- a i4eeogigeR•n•,e.Fns ..—._._... I — _ covr:9nt r 4U)'" All R:ilhts . :. ._. .q.e.Ct:.>'r,or Rig � � .. .: ..... .. .. a<r•.vrd ♦: i •x' C -w'3CKE DETECTORS O.K. ?::'-;NSTABLE BUILDING DEPT. / NIS !'.tl:-711`Plans and layouts by DC D are to, InF Lis,of the,, custoli—s only Any other use Is strictly P,oh:brlc 1. t . 'tom`_•"•".=`...:� _-._..._.__ a __.._._.-.:_..._- .-___ -t--_____ -_- ___ .__._ --___-' _.... i 4N Fj ate_—..:__-.____.. •.__ ....._'._�.—.-._....__ —_____ __ — __ —-____—_--__— T. 508.428.6191 FIJ u I d evlin w I�Mrl- I s� I i Custom' r t D s igns ._.�.._.�,.. LLj- 2_- "- � All RighCS .. -_.._-___-- ._ •...-....___� _-.__--_ _ ... --_ - Reserved 1 i : 3 y:,.,,•.� _ Pf el:m,n.l•y 77 a7 0 7071 by DC 0 a/f ID, khe USf OI Ihe' tustOmelI Only Any other uie is sl r:(Ily pohi Vto II•. 4. ! 01 . I ver"16 o ` U co u �� c 'eft. - - 521 pfRtP.. CO. F ;lut 40 v +=ifl.10EtC_Clus=dlAtLY.itJt ' Q' c. iRS�K19 _._. .: .. I 4 i' i �..._.. „ , ,IMF �RIF 71 i I 508.428.6191 of -i - o evlin b' @ustom f r o esigns _ Copyright @ zp[)., All Rights .a —t-...__...... Reserved ` i 4 I E^Tlv. I'.4'\F1"l:e.`sSs.r F;C.C4b'nn:,a.6O11�'•. FrUs'tr�V!JL� - , . 4'"OUT— .�� � ��,� • `.I t ' Preliminary plans and layout, by DC.D are to,the use OI their custOme's Only.Any Other USt i1 St rr(tly PrOh;hilt �;.tt• e ' t 1 r P ' I ° 1 I I .:73Ecf�-... r;n ! l U 5; v11 Z� AAAST . i X/\ N _ 8•��_ �R SUITE P s� MN� kdr A. �. o it oo iD ` O oa Vn ..— - — —._....._. 154` 2c 0 i N w to: N I A'GA. - t /p y 508;428.619 � 1 c: au_.r"Da,/ q. custom t I ! ' designs - ' copyright .. 1 0 _ y - _ All Rights I wl t1 Reser.ed .17 ' I I 4 ' F ehminary plans and IayOUts by DC.D.are,Or the Use Of the,r customers Only.Any Other uSe:f SIr:Ctty PrOh:Drle S t e ' AV j ' � � ;i2•:�y'S�s.J61¢C5[I1� I � Ir � ,� --� � .j ' o n_ti.e ur."M ! I i II it I I I I AL _� ! L_ • ,li-- !__.f '11:r-in--�,� �i"-`i�-_' .�._ •1. t. .. �(' it 1 • I t. r: .. r w- ' - i j ( 508.428.6191 j I I I evlin ustom -----�' J1esigns pyright O 2004 Rights serve0 HG.'.F, Cn'l.n ts; 111Y6r5:f+C.1 4j5 TNl•:E' 'inS .:;."Sc rL:nt ..-• . 3 S h � hl ?. + ^:7:n:1a•y J:ans and layouts by OC.O ale for the US,of their CustOmers only Any other use is StriCtly pohitrrie .F t `i ' II i - t _ _ V. i C I r Y l'' wi Devi i n _ Ic Custom (Gesigns �" •N copyright O 2004 Ll YZ All Rights �.!-- - Reserved .a 1 t d. I 5 — preliminary plans and layout$ by D.C.D.are for the use of then customers only.Any other use is str.C,y p,on,b,te . ' _ •.S41EI--J:wIS ow 1><ra(y FTERS -------- 1'4i2 Rl0.,E. ' 1 O x�,GLLAK TV F_5 _ ��'`-' :h.oHVJ?•�1tdo•>N.2x.to Rb�rq;' _ I v R 35 In;xIL. l.<:•, 2rK 6Rn'tlli^t, L N4 �'• • P . S F ))as SIWi �r,.'r 3T Rnron94 ' I ' �1 ilY 3-S:RAY.PIT%C% s1R FL (.O iuEt2 ro'_N." I _ '171":sREET 7,.n.'_� suuE. IT e¢ .:..Ysi'�'P..T"•1 L�d'SEAIeR. - p III ,p .. ._ .. ... ''14.1:0 411T�04 .� 7-4 51urX1 j.lt.l IUSUL T11:'=�/!.! sE78'4Z8'619� a' yd•Tl5 SQS:RA.O&_?!'�n.aus�c + (9evi i n _2YC�SC$^��?F]<l TRUSSE7 Custom — s R xj IM<l/Tl?hl - D e igns coDYrlgh[.O ZQOd . i.,r.: :�'J D5. All Rights IpiSUL.^ Reserved • ... Z- "'-- ,VLTEP.?R OpFINr1 ..._... ... WATE 1 SEC!CIOid A•is SEGTIOiQ. 6 Z. ECT'•J'.:. E - Preliminary plane and Layouts Dy D.C,D.are lo.r[he uir of them customers only.Any otnrr use ii z[ric tly Prohi D`le - • ..::>': :`�Y .. 1. -- - .— __--. pPgRc7'sul!?4CS e A - o - 574 DEI ) �. .Csle-TOP EL ii iEZE- N.lr4 1• I a=P-T.. �V'.r�l•C :.-:::�-� s ' �a J .. �. R.c.C1♦VP30/,RnS'.4s1 T:•rvck . �:.� -- oa 6♦�UnL '�S�B-d3>?Bt:StlaoAteL. .°8� '�"a`w—ctda�N:�'.:... wIIJk)w (,/sQs �''♦2-1:0") _ . 1 - �vG-y11tHY/E-,;;Tw RT;ponce SE t " jk - IF7tn-FUCSii+ CVnl ifr W' f. � d p �SE\vEit Uv � I i5 , CPnf) FIJ�,}lN WS.. i PIV. '• � � a ..y♦a.- _ .,0 AfKFi0¢..Bo 75 .._- _ • t l 1 pN'� - 1/L� 1 801� CRl/•.vN MOJs,NN ,_ .. � _ � �� l iZ�l� , ~ ? RETv0.N LN95 CBvJc[r.S 9Ea,..•�` - �SLlL_��Dt.�r:q� .. I•c4 • ; . .. . -ice.-srieaea�Fs--' - .14 , GYVE B sc., o�n Tern elYer/' - •` _ _ •` ! 508.428.6191 -1 O CTPI"P.RIIs'(�2".TQIei1ir i . _ Qevl i n dJesigns copyright O 2004 :Y .( All Rights O Reserved i D aT ,,V N : .`- � ..�.. __ - - - fix- - •' O �55 • .. .. ->7- e t _ (�>, BGLJW 10 Pl .. ...._..... p'-D1%\::COlIC.F]fLl17.S6Fo:�0 d& an. la outs D D{.O,tie.fdr.the'use of ihiir Customers onl An Otner use is sf Wetly rOTD:te • P ,