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HomeMy WebLinkAbout0008 NORTH PRECINCT ROAD �s r �I � ,�Iyhlln��fn/ �RECVCIfpC I f�GKW® Mj UPC 12143 � MUSIMIM '�srco II'� �58.Id�l � �d GT2`I __ `plc /�.d/E�, c't/r�!� � � � ��8 -- �z� �, .� ' YOU WISH TO OPEN A BUSINESS? , For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's.Office, .1 st H., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE:--623 / Fill in please: an'0 ° � � ., APPLICANT'S YOUR NAME/S: , ' BUSINESS YOUR HOME ADDRESS: 11 YE-6 vt V a TELEPHONE # 4,,,c Oephone Number ,o_ W NAME-OF-CORPORATION:'-'- V G4-- U —. NAME OF NEW BUSINESS TYPE OF BUSINESS O THIS A HOME OCCUPATION? YES NO `� Lc'►e- ' `\ w ADDRESS OF BUSINESS-2 11 MAP/PARCEL NUMBER 4 U (Assessing) Z Uj.E! O Z ,� _ 0 -VVhen starting a new'business there are several things you i lust do in ordbr to be.in compliance with the rules and regulations of the Town of _ tarnstable. This form is intended to assist you in obtaining the information you may need. You MUST 'GO TO 200 Main St. - (corner of Yarmouth �d. &Main Street) to make sure you have the appropriate permits and licenses required to legally oTffl5jyM MpLrip"pVN*a0M.00CUPATION >- CD '" RULES AND REGULATIONS. FAILURE TO J a }1. BUILDING COMMISSIONER'S OFFICE COMPLY MAY RESULT IN FINES: 2 Q ¢ This individual has been in rm d any permi q 'rements that pertain to this type f business. z U� � � Autho Wed Sig }' * JOMME TS: `Q _75; �U 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** A COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: .4 Town of Barnstable SHE Regulatory Services pF Tp� o Richard V. Scab,Director Building Division MASS. $ Paul Roma,Building Commissioner s63q. �0 jDTEo °' 200 Main Street,Hyannis,MA 02601 . www.town.b arnstable.ma.us Office: 508-862-4038 -Fax:. 508-790-6230 Approved: Fee: 1 Permit#: HOME OCCUPATION REGISTRATION Date: Name: '(� 1/L�t.L�� Phone Address: !2 ' f Y��!oc-T LC__-, Village:efe ��� Name of Business: Type of Business: ��� �' 1 Map/Lot: I U INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation_shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential-dwelling unit,located within that dwelling unit.' • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,.glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall,be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dweffinLr unit. I,the undersigne ve read d agre wi e e restn ions for my home occupation I am registering. E f Applicant: Date: Homeoc"doc Rev.06 116 YOU WISH TO OPEN A BUSINESS? }a For Your Information: 'Business certificates (cost$40.00 for 4.years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.] You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office,.1 st FI., 367'Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. ;,..41�ii _� DATE: � 3� 3 Fill in please: �►�... I APPLICANT'S YOUR NAME/S: Ia BUSINESS YOUR HOME ADDRESS: &j I/A C-X- g ) ES 05'2— TELEPHONE # Home Telephone Number ? �ti - c''L 1 NAME•lJF COF�PORATION t .. ` I z NAME OF NI=1N 81JSINESS= TYPE OE US INESSy� IS'TI IIS A HO E OCCU / pN?' 'YES N0 1, _PDRESS QF BUS1111ES, . Z j: MAP NUMQER '� (gssessmg]' y Ul Jz-�C-i i�.N� K�P d-e�,"--f2 et/) �tf-.r,10IA When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of.Yarmouth Rd. &Main Street) to make.sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO ER'S OFF E -MUST COMPLY WITH HOME OCCUPATION This individ al he a inner ad f qnyrm' quirerr nts that pertain to this type of businessRULES AND REGULATIONS. FAILURE TO ll�-- COMPLY MAY RESULT IN FINES. h rized 'gn to COMMENTS:.✓ ----- i �CS 2. BOARD OF HVALTH ` S: hoc c.r� P 'C'� This individual has beerM c the permit requirements that pertain to this type of business. L U U Gl FV�V COMMENTS: IV A ff I ve g aura* 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: �- Town of Barnstable • s� Regulatory Services � Thomas F.Geiler,Director t f Building Division . s�axsrI'13u, f MASS. g Tom Perry,Building Commissioner r� cc 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: ._5Q80-6230 Approved: T- Pee: Permit#: c�Q/J D �Sb HOME OCCUPATION REGISTRATION Late: 0 q A Olt� Name: (,V A!El,Lf- Phone#: _-?J'K _ Lf 27 'gCoW. Address: (/� i�12�El tom-C_ /po 6G�( 11�5�2- Village: Name of Business: E nA eS, AU ' 1/ Type of Business: � , � C- Map/Lot: I II�: It is the intent of this section to allow the residents of the Town of Barnstable to operate a Home occupation i�ztlun single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the folloNi ing conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit a Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling A hich are not customary.in residential buildings,and there is: no outside evidence of such use. e No traffic will be generated in excess of normal residential volumes. a The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. There is no storage or use of toxic.or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing die.Customary Home Occupation,and not within the required front yard. e Tliere is no exterior storage or display of materials or equipment. • There are no commercial vehicles relented to the Customary Home Occupation,other than one van or one � pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign sliall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business, the street address shall not be included, a No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dw y ng unit. I 1, the unders' ed nave read and agree the above rrstrie' ns for my home occupation I am registering. Applicant: . '/ Date: j Homeoc.doc Rey.01/3/08 NOTES vJOB NO. B-08-01 1. LOCUS IS A.M. 148, PARCEL 120. LoFleurASB.dwg 2. ELEVATIONS SHOWN ARE APPROXIMATE TOWN GIS f0.5' 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. 4. OFFSETS SHOWN ARE TO FOUNDATION N/F TOWN OF BARNSTABLE �,6����° a BENCH MARK--TOP OF SPIKE SET 'q1e�' N DOWN 1'= 50.83 TOWN GIS± 0] LOT 2 20,100±S.F. s N/F . So.ea LYONS SPIKE SET as � > 1 A pp �s F ,L69 �b ti �G O\ \d 0. Ira � .rn. shed N/F 35� : DASILVAcla 'w cn 5 3 \v `.tea t� m I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 8/07/08. ASBUILT PLAN FOR N OF LA S gcti � SCOTT R. & LYNELLE L. LAFLEUR J G IL LOT 2. 8 NORTH PERCINCT ROAD, CENTERVILLE. MA 5 9 AUGUST 7. 2008 SCALE: 1"=30' �9N �PdP °su RONALD J. CADILLAC. PLS, RS. P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 PROJECT NAME: ADDRESS: /JVd- kit_ PERMIT# PERMIT DATE: Zo M/P: /C3-o LARGE ROLLED PLANS ARE IN.- BOX SLOT Data entered in MAPS program on: t ,v? BY: q/wpfiles/archive ��t"ETti Town of Barnstable Building Department - 200 Main Street AB Hyannis, MA 02601 9$A b A,�� - (508) 862-4038 rFD MA'S . Certificate of Occupancy Application Number: 200802366 CO Number: 20080284 Parcel ID: 148120 CO Issue Date: 03130109 Location: 8 NORTH PRECINCT ROAD Zoning Classification: SPLIT ZONING Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: DOUGHERTY, CHRISTOPHER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 3 13 6 Y Bui rd/i/g4rtment Signature Date Signed 2 {,.4 o�IET � TOWN OF BARNSTABLE Bul' iding Application Ref: 200802366 • PP * BARNSTABLE, * Issue Date: 07/23/08 Permit 9 MASS. �A 1639• ��� Applicant: DOUGHERTY CHRISTOPHER TFp MAC A Permit Number: B 20081539 Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/20/09 Location 8 NORTH PRECI1T ROAD Zoning District SPLTPermit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 148120 Permit Fee$ 1,734.00 Contractor DOUGHERTY,CHRISTOPHER Village CENTERVILLE App Fee$ 100.00 License Num 83689 Est Construction Cost$ 340,000 I Remarks I APPROVED PLANS MUST BE RETAINED ON JOB AND j REBUILD 3 BEDROOM HOME SINGLE FAMILY THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LAFLEUIt, $COTT R 8i LYNELLE L BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O Boki052 INSPECTION HAS BEEN MADE. CENTit,kWfiE, MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS.NO RIGHT TO OCCUPYANY-:STREETI ALLY OR SIDEWALK ORANNV.ART'rRERWI&&THK TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ONPUBLIC PROPERTY,NOT SPECIFICALLY:PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY.'THE{JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WOR.KS.' THE:ISSUANCE OF:flllS PEIZM,IT DOE$NOT RELEASE TFIE APPLICANT.'`ROM THE CONDITIONS OF ANY-APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION-OR FOOTINGS. r 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING 114SPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL,MEMBERS(IcEADY TO LATH). 5.iNSULATfON. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. o PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). WRE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELEC TRICAL INSPECTION APPROVALS 1 Sa °� �l't�/offs A 0 o0*y /�Ib�/�) 6�k 2 � Tf^P owL-Y y0, p 2 /N � �t 2 /i5i`l1 alai/Cyf 3 1 H19ting Ins/pection Approvals Engineering Dept j/ �/A� V �( Fire Dept 2 Board of Heal 4 l' ll Town of Barnstable Building Department - 200 Main Street Y ; BARNSTABLE, * Hyannis, MA 02601 9� MASS. (508) 862-4038 Certificate of Occupancy . Temporary Application 200802366 CO 'Number: 20080263 Parcel ID: 148120 CO Issue Date: 02127109 Location: 8 NORTH PRECINCT ROAD Zoning'Classification: SPLIT ZONING Owner: LAFLEUR, SCOTT R & LYNELLE L Proposed Use: SINGLE FAMILY HOME P 0 BOX 1052 CENTERVILLE, MA 02632 Village: CENTERVILLE Gen Cortractor: DOUGHERTY, CHRISTOPHER Permit Type: RTCO ; 1 RES TEMP CERT OF OCCUPANCY Comments: TEMP CO ISSUED FOR THIRTY (30) DAYS. EXPIRE 3/27/09 -/27jo 1 08/27/09 Buil ng partment Signature Date Signed Expiration Date 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel /Z riW ealth Division Date Issued Conservation Division / '= Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board pIC r71231,,, Historic OKH _ Preservation/ Hyannis- a Project Street Address AID%2 T H Prz FC.i vie I 6o9p Village LEol tctz V1LL E Owner S C n 77 L /9 FL FUJ2 Address. Telephone 5A- 737• 37- Q3 Permit Request _ Dam 15-r/wn rl,'✓1 F i®A/ RuW0 1VtW•' 3 6,60.eoaM 1100 lCll�►� iACf-1FryO a Q Square feet: 1st floor: existing i7.10 proposed 17- 2nd floor: existing - proposed /6 46 Total new Zq SY � Zoning District Flood Plain Groundwater Overlay Q� Project Valuation 66A Construction Type Lot Size_ . q 6 I Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ _. Multi-Family(# units) d�a Age of Existing Structure 1q 1 S Historic House: ❑Yes [p No On Old King's High ay: ❑As #No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other C) Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) " Z 9 i Number of Baths: Full: existing I new Z_ Half: existing 0-. J new-,, CD Number of Bedrooms: 3 existing 3 new Total Room Count (not including baths): existing new 117 First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: $Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing A new size _Shed: ❑ existing ❑ new size _ Other: 2.4-F2b Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes W No If yes, site plan review #' Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /f//a 1S 00 L) tQ i y Telephone Number ���- 2_7 q- I.? b/ Address P. 0 6 OX License # C_ 5 63 (0 sy ie - 5e4N o vv i ctq /1'l ® Z S 7 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7 - S � SIGNATURE r, 114 A _ DATE— AAkY�—, U 9 i A R FOR OFFICIAL USE ONLY � I , .TION'# ATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE ; OWNER _ f 3 DATE OF INSPECTION: , i I i C a FOUNDATION I N!6� s Flaly j FRAME yo o'23 i f INSULATION r� 1 ► �� x FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL `GAS: ROUGH FINAL i FINAL BUILDING CA "etTeMy6a►X DATE CLOSED'OUT ASSOCIATION PLAN NO., ,j Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9�A b a,�� (508► 862-4038 Certificate of Occupancy Temporary Application 200802366 CO Number: 20080263 Parcel ID: 148120 CO Issue Date: 02/27109 Location: 8 NORTH PRECINCT ROAD Zoning Classification: SPLIT ZONING Owner: LAFLEUR, SCOTT R & LYNELLE L Proposed Use: SINGLE FAMILY HOME P 0 BOX 1052 CENTERVILLE, MA 02632 Village: CENTERVILLE Gen Contractor: DOUGHERTY, CHRISTOPHER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO ISSUED FOR THIRTY (30) DAYS. EXPIRE 3/27/09 08/27/09 78ui1dUinffe-p7ar4t Signature Date Signed Expiration Date i • f��f r �INE1r►,_ TOWN OF BARNSTABLE hud-Ing Application Ref: 200802366* BARNSTABLE, * Issue Date: 07/23/08 Permit MASS. 9Q3 i639• A Applicant: DOUGHERTY,CHRISTOPHER Permit Number: B 20081539 Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/20/09 f Location 8 NORTH PRECII C 'ROA.D Zoning District SPLTPermit Type: REBUILD HOUSE AFTER TEARDOWN. Map Parcel 148120 Permit Fee$ 1,734.00 Contractor DOUGHERTY, CHRISTOPHER Village CENTERVILLE App Fee$ 100.00 License Num 83689 Est Construction Cost$ 340,000 ' Remarks � APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 3 BEDROOM HOME-SINGLE FAMILY THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LAFLEUR, SCOTT R&LYNELLE L BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P 0 BOX,-'1052,—' INSPECTION HAS BEEN MADE. CENTUME,'MA 02632 Application Entered by: JL . Building Permit Issued By: THIS PERMIT CONVEYS.NO RIGHT TO OCCUPY'ANY STREET;ALLYOR SIDEWALK OR AN ART THE • i ' T TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ONPUBLIC PROPERTY;NOT SPECIFICALLY.PERMITTED UNDER:THE BUILDING CODE,MUST BEAPPROVED BY"THE'JURISDICTION. STREET.OR ALLY GRADES AS WELL AS DEPTRAND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF:rms PERMIT DOESNOT RELEASE THE APPLICANT FROM THE CONDITIONS OF:ANY-APPLICABLE SUBDIVISION RESTRICTIONS , MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRfUC TION WORK: 1.FOUNDATION.O:RTOOTINGS. 2..4LL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPEC.Th3N: �^ -- 4.PRIOR TO,COVEkT`4C.STi2UCTURA ,iviE,IBERS(kEAUYTO LATH). .INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). M q j .. E�f ,,.. . . '.,:'' _" a�x '- y'°..,- r• --- ,,..�; �.. �s.:rr 'e„ �,. z.,?� .%�:va.�. ,am,a3, ;:; .€r,�"r x. � '� BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 b � �c P aww'f 30 t 2 � �prviuf�a 2 I/� a /a Z5/Cyf <� G Bf:�V7 � S 3 60*7 3 1 ft t ng Inspection Approvals Engineering Dept y Fire Dept 2 Board of Heal t t i - J . � Constru�rio g egu aro�' B Limon es Cs rv�sor.liceryse a°. s . �rthga a 83689 r Exp >>2/?OY1 g7g n q� l,V cry 0i20p8 CMRISTpP ►': Opp 1r 3291i HER k 1 � -A.. i Pp R M� -7- , 't•' - E Sq ND►ry • i 1 . ' The Commonwealth of Massachusetts VjDepartment of Industrial Accidents Office of Investigations 600 Washington•Street Boston,MA 02111' www.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information Please Print Leeibly Name(Business/Organization&dividual): CPIZ1� 00Q,4 • F T4 C -0 A - e,�1v5T12yL ze_W Address: 0. 7v Ci /State/Zi IV VIA C/ Phone.#: ty p: Are you an employer? Check the appropriate bog: :Type of project(required):. 1.❑ I am a to er with 4. [] I am a general contractor and I Y 6. New construction . e of (frill and/or part-time).* • have hired the sub-contractors 2. `a'sole proprietor or partner- meted on the'attached sheet. 7. Remodeling ship and have no employees These sub-contractors have S. Demolition '..orlon for me in an capacity. employees and have workers' g Y P tY• $• 9. ❑Building addition [No workers' comp.insurance comp,insurance. ❑ 5 We are a corporation and its 10. Electrical repairs or additions . required'] officers have exercised their 11. Plumbin repairs or additions '3.❑ I am a homeowner doing all•work . � . g p myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance.re red t c. 152, §1(4),and we have no 4 , ] employees.[Nb workers' 13.[]Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowoers.who submit this affidavit indicating they are doing all work and Ern hire outride contractors must submit a new affidavit indicating'such. $Contractors that check this box must attached an additional sheet showing the name of the Sub-contractors and state whether or not those entities have employees. rthe sub-contractors have employees,they must provide their workers'comp.policy number. I ani an employer that is provlding workers'compensatlon insurance for my employees. Below is the policy and job site' information. Insurance Company an Nabne: 1 '�- Policy#or Self--ins.Lic.#: / Expiration Date: .lob Site Atjdress: ) T �!Z F•l Irv/ l�tl '9 Q_ City/State/Zip:rE/V TjL2 V1116 ,M 6. 02 �?S Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required imder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties'of a fine tip to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the 1)IA for insurance coverage vadfication. ' I do hereby certify der the psi •and penalties of p that the information provided,above is true and correct. Si afore• Date: — Phone# Z 241 Official use only. Do not wrlie in.this area, to be completed by city or town aff ciaL. City or Town: ' Permit(License# Issuing Authority(circle one): :1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of `insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit.must be filled.out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please'do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext.406 or 1-877-MASSAFE Fax#617-727-7749 Revised 11-22-06 vAmmass.gov/dia �l I REScheck Software Version 4.1.1 Compliance Certificate Project Title: LaFleur project F Report Date:03/10/08 Data filename:C,\Program FIIeskCheck\REScheck\IafieULrck 4 Energy Code: Massachusetts Energy Code Location: Chatham,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 16% ` Heating Degree Days: 6058 Construction Site: Owner/Agent: Designer/Contractor,; 8 North Precinct Road Scott&Linelle La Fleur Steven Cook . Centerville,MA 02632 8 North Precinct Road Cotuit Bay Design,LLC " Centerville,'MA 02632 43 Brewster Road ` Mashpee,MA 02649 508-274-1166 steve@cotuitbaydesign.com Compliance:12.8%Better Than Code Maximum UA:492 Your UA:429 r W@k4 Sm' ;�_ Ceiling 1:Flat Ceiling or Scissor Truss 1708 30.0 0.0 59 Skylight 1:Vinyl Frame:Double Pane with Low-E 16 0.410 7 Wall 1:Wood Frame,16°o.c. 2912 19.0 0.0 144 Window 1:Vinyl Frame:Double Pane with Low-E 437 0.340 149 Door 1:Solid 58 0.140 8 Door 2:Glass 18 0.340 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1696 30.0 0.0 56 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has beeg determined using the appligiable Standard Design,,, Conditions found in the Code.The HVAC equipment selected to heat or coo uitding shall be no er than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title tCG� Sign ure 'Date Project Title: LaFleur project Page 1 of 4 Data filename:C:\Program FileS\Check\REScheck\lafleur.rck. Report date:.03/10/08 I REScheck Software Version 4.1.1 Inspection Checklist Date:03/10/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: - ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.410 Wanes—Frame Type Thermal Break? Yes No Comments: " Doors: ❑ Door 1:Solid,U-factor.0.140 Comments: ❑ Door 2:Glass,U-factor:0.340 - Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside'of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. . Materials Identification: ❑ Materials and equipment are identified so that~compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. . ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Project Title: LaFleur project Page 2 of 4 Data filename:C:1Program FileslChecklREScheddlafieur.rck Report date:03/10/08 Duct Insulation: 0 Duds are insulated per Table J4.4.7.1_ Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outsideconditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems.- Temperature Controls: D Thermostats exist 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 is provided. ` 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 780CMR 1310 and J4 4 Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. S Project Title: LaFleur project Page 3 of 4 Data filename:C:1Program Files\Check\REScheck\iafleur.rck Report date:,03/10108 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Indies by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1-5"to 2.0 Over 2" Temperature("F) 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:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes r Fluid Temp. 2"Runouts ' 1"and Less 1.25"to 2.0"". 2.5"to 4" Piping System Types Range ff) Heating Systems Low Pressurelremperature 201-250 1.0 1.5 1.5 2.0 . Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 ; 2.0 Cooling Systems1.0 Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.5 Brine Below 40 1.0 1.0 1.5 NOTES TO FIELD:(Building Department Use Only) { Page 4 of 4 Project Title: LaFleur project Report date:03110I08 Data filename:CAProgram Files\Check\REScheckVafleur.rck FtME, Town of Barnstable Regulatory Services SA A MASS. � Thomas F. Geiler Director ' � .M � . fp19;; Building Division , Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-403 8 Fax: 508-790-6230 PLAN REVIEW Owner: L)�E L E WP- - Map/Parcel: 1 y$ 12U Project Address B tTo2T� PRE'QT-/JT Builder: bQ(AG[}LKTY 1?D The following items were noted on reviewing: ® Nee S 122cS �Lia i A-*-er-C-d Z I , Ne s � eec PV 3 1 7 o /6�G`•.l a�� 5�� .e�I ems. o e;n, S � erLki r�l t r:' JCJ0.S�rte�- Reviewed by: Ce� n�e3s43 6h Date:_ N6 s Q:Forms:Plnrvw +,�{:,,inwnir.ssr*r'r�.r:, rr..<q it T1:..*F,:,n{. .q,.� k.,r"i `�e+�a>. -� .,�-. Y�,�,:� �y:r f,,Ry��.�.n,nr+..s,r-n r^_i" .dr'h! '$R • ..4.1. .,� e.?. Town of Barnstable BARNST'ABLE. Regulatory Services_` MASS. .. Building:Division plFD Mpl a - . - - 200 Main Street,.Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection e Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: A� 1 �)4C� J OG he IN r J L Q�C r nf1 Pn�,��S t-Pa a..�rt C,�d r I b�ca � �tG C J J tn5 ho4 c.6r-q � f yo3/ Please call: ' 508-862-40-H-for re-inspection. Inspected by it Date 1 0IZfI t� ' Hk 13417 P9291 #78184 12-11-20®0 @ 09:32a QUITCLAIM DEED I,Roberta A. Mulcahy,of P. O. Box 336, Gilmantoh Iron Works,New Hampshire, 02837 in consideration of One Hundred and Sixty-Nine Thousand and 00/100 Dollars ($169,000.00)to me paid grant to Scott R.LaHeur and Lynelle L.LaFleur,Husband and Wife,as Tenants by the Entirety,of P. O.Box 1052,Centerville,Town and County of Barnstable,Massachusetts, ' 02632 with quitclaim covenants The land with building thereon situated in Barnstable(Centerville);Barnstable County, Massachusetts,bounded and described as follows: NORTHEASTERLY by Lot 1,as shown-'on the hereinafter mentioned plan 150.00 feet; SOUTHEASTERLY #r by North Precinct Road,a private way, 1,34.00 feet; SOUTHWESTERLY by Lot 3,as shown on aid plan, 150 feet;and NORTHWESTERLY by land now or formerly of Simeon Jenkins,Jr.,et al., 134 feet. Containing 20,000 square feet,more or less. Being shown as Lot 2 on a plan of land entitled"Subdivision Plan of Land in Barnstable, Mass.(Barnstable County)owned by Peter G. Sheaffer,December 3, 1973,Scale I 40',Cap Cod Survey Consultants,a division of Boston Survey consultants,Iyanough' Road,(route 132)Hyannis,Mass.,which plan is-recorded in the Barnstable County Registry of Deeds in Plan Book 281,Page 73. The address of the property is 8 North Precinct Road,Centerville,Massachusetts. For my title see deeds recorded in Book 2279,Page 256 and Book 6513, Page 205. , 7 liV WITNESS MY HAND AND SEAL THIS / DAY OF NOVEMBER 2000. 4berta A.Mulcahy r r fir^— d��+�.,-•11111 iaw .-. Hk 13417. Dg292 #78184 STATE OF NEW HAMPSHIRE County of Novembert7.2000 Then personally appeared the above-named Roberta A.Mulcahy and acknowledged the foregoing instrument to be her free act and deed,before me. Notary Public ��.• { ..-. .- My Commission Expirjs: y,` :' •' + 1�lJI.A, o # J - C"ImOWL h A "M6r.'r 6,2tt1?'1 EE EEDS - -___.._.____-_ E COUNTY R 5 COUNTY £ r 1�/11/U0 ,.q:�1AM 01 -----_------ 000000 H9762 FEE $577.96 DATE 12.11.100 MON CASH &571 9£3 TAX $305.32 .TOTAL $305.32 CASH $305.32 CLERK 1 NO.016210 TIME 09:26 Jill EWRFNSTABLE REGISTRY OF DEEDS A,�.TRUE COPY,ATTEST r JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS F' t' i o><VaTati Town of Barnstable Regulatory Services y�?ABB& Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Offiice: .508-862-4038 Fax: 508-790-6230 'Property Owner Must Complete and Sign This Section If Using A Builder I, SC OTT ✓�F L Eve ,as Owner of the subject property hereby authorize C d(zI 5 Q c2,j c5 C/Z 7 !f to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) q 2- Sig-nature of Owner Date :SHca-T Print Name If'Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QSORMS:O WNERPERM ISSION J Town of Barnstable �oFT"E�ti y�P Regulatory Services w Thomas F.Geiler,Director swtuasrABre. MAss. E1619. 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name. home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOME6NVNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official - Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor... Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) Tnis lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forrns:homeexempt 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES Construction Checklist 4 ` Single-&Two Family Dwellings l If required by the building official,this form shall be submitted at the completion of the work,prior to the issuance of a certificate of occupancy or completion,by the licensed constnictiofi`supeMso err err giste�ed professional or homeowner(responsible party),as applicable,the municipal and/or state building official in verification that,to the best of his/her knowledge,the work has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. The date shall indicate the date on which the responsible party viewed the building activity to ensure compliance with the code and/or reference standards. This date may or may not correspond to the date on which the activity was inspected for compliance by the municipal I state building official. Note any deficiencies that were discovered(if any)and corrective action Activity Date taken to ensure compliance with the code and/or reference standards Foundation f a. Location/excavation' b. Preparation of bearing soil c. Placement of forms/reinforcing g e A d. Placement of Concrete , 'tS/`/ �UC �OvlLJf� e. Setting weather protection methods $ l k f. Installation of water/dampproofing 9 g. Placement of backfill �b Structural Frame' a Floor 11-7 2AA- b. Walls . t c. Roof/ceilings d. Masonry or other structural system Energy Conservation t a. Insulation/vapor and air infiltration barriers b. NFRC rated window c. HVAC equipment with proper efficiencies l 04 ''� �✓A"G --C e L f�- Fire Protection a. Smoke b. Heat r c. Carbon Monoxide d.. Other Special Construction a Chimneys b. Retaining Walls c. Other' 1.If encountered in excavating for foundation placement,the responsible party shall report the presence of groundwater to the building official and shall submit a report detailing methods of remediation. 2. Fume shall include the installation of all joists,trusses and other structural members and sheathing materials to verify size,species and grad,spacing and attachment methods. The responsible party shall ensure that any cutting or notching of structural members is performed in accordance-with the requirements of this code. 3.The building official may require the responsible party to be present on site at other points during the construction, reconstruction,alteration,removal or demolition work as he/she deems a ro riate. 3/23/07 (Effective 4/l/07). �780 CMR-Seventh Edition' 1025 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE NOTES f •• .. lam. In signing this form.the licensed construction supervisor,registered professional or homeowner(responsible party),as applicable attests to the fact that,to the best of his/her knowledge;the work as described on the referenced permit number and associated plans and specifications has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. Name of Responsible Party �y;.pep, Signature of Responsi Party Construction Home Improvement Registered Registered Supervisor License Contractor Registration Professional Engineer Architect Number Expiration Date Number Expiration Date Number Expiration Date Number Expiration Dat 72, 53 ►� z This form is submitted for the following project Permit Number p Property Address I've, r 1 1026 780 CMR-Seventh Edition 3/23/07 (Effective 4/1/07) LAFLe estro�ce- hA A WC Gitide to Wood Construction in High,Wind Areas:110 mph end Zone Massachusetts Checklist for Compliance CMR 5301.2.1�.W Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)........................... ...... ..............110 mph E� Wind Exposure Category............................... ................... ..... ................ ............................................ 1.2 APPLICABILITY Number of Stories(a.roof which exceeds 8 in 12 slope shall be considered a story) stories :5 2 stories RoofPitch...........................................................................(Fig 2) ........................................... 'R :5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................�ft :5 33' BuildingWidth,W........................................................ .........(Fig 3).................................................40 ft :5 80, BuildingLength, L...............................................................(Fig 3).................................................70 ft :5 89 Building Aspect Ratio(L/W) ....................................a..........(Fig 4).................................................I'11-:5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).................................................. :5 618- 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2).............................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................................... ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing—general..........................................(rable 4)............................................... 3Z r in. Bolt Spacing from endrJoint of plate.............................(Fig 5).................................... q in,:56--12- Bolt Embedment—concrete.........................................{Fig§)................................... ........ in.a 7- Bolt Embedment—masonry...........................................(Fig 5)...;................................. . e-) in.>15" PlateWasher...............................................................(Fig 5).............................................. 3-x:37 x"w. 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................. Maximum Floor Opening Dimension..................:................(Fig 6)............._..................... .......­tO fts 12' Full Height Wall Studs at Floor Openings less'i�an 7 from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................... ........................... 0-ft :5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............:.........................................Oft :sd Floor Bracing at Endwalls..............................* ...............(Fig 9).................................................... Floor Sheathing Type .............................. . .....................(per 780 CMR Chapter 55)............................... .......... —Le-, Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. k", Floof Sheathing Fastening.................................................(Table 2).._ad nails at -min edge I t Z in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)....... Eft 510,Non-Loadbearing walls. .................... 0 Wall Stud Spacing ...... ... ...................................(Fig 10 and Table 5)...........................jCL ft S 20',- ...................... (Fig 10 and Table 5)................... Gin.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................. ft :5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........... Non-Loadbearing walls......I............j7 : (fable 5)....................... 2x (6 - ft in. ..................I........I.........I.......(Table 6).............................. - ft in. Gable End Wall Bracing" 2x-G-- -Z Full Height Endwall Studs.....................................:.......(Fig 10) ................................................ WSP Attic Floor Length.................. ....(Fig 11)............................................. Q ft kW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)................ ... . ............ ............F.L.1 ft a:0.9w and 2 x:4 Continuous Lateral Brace @ 6 ft o.c...(Fig 11).......... ........; 1 4. or I x:3 ceiling furring strips@ 16"spacing min.with 2 x 4 blocki*n­­ .................................. - 9 @ 4 ft,spacing in end joist or truss bays_ Double Top Plate Splice Length ......... ..................................................(Fig 13 and Table 6).............. z ft Splice Connection(nd.of 16d common hails)...............(Table 6).....................................................—5:� I.......... AWC Guide to Wood Construction in High Wind Arens:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7).....,............................................... Z Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..................................................:..:. Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) _ Header Spans ........................................................(fable 9).................................... ft Q in.511' Sill Plate Spans ........................................................(fable 9)....................................r,_fto in.<_11' Full Height Studs-(no.of studs)....................................(fable 9)-----•-•-•-------------•---•-........................... �1 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.................................................:...........(fable 9)............................ ft 0 in.:5 12' Sill Plate Spans...........................................................(Table 9)...........:...................... 7 ft 0 in.<_12" Full Height Studs(no.of studs)..............................:.....(fable 9)........................---............................ ?3_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousll4 Minimum Building Dimension,W , Nominal Height of Tallest Openin92 ....................... Sheathing Type.......................:..........:...........(note 4)................-....................................wIs p Edge Nail Spacing.......................:...........::....(Table 10 or note 4 if less)......:................. 3 in. ✓ Field Nail Spacing.............:..........................:.(Table 10).......................................... ......._�in. y Shear Connection(no.of 16d common nails)(Table 10) .. ..... ...... ....� .....___. '� c� Percent Full-Height Sheathing.......................(Table 10).M��:�c>... .�...........(o�S,�% y 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).................... L Maximum Building Dimension,L . Nominal Height of Tallest Opening ................:. SheathingType..............................................(note 4)_...............:....................................L05 P Edge Nail Spacing....................................:....(Table 11 or note 4 0 less)......................... 3 in. v" Field Nail Spacing able 11 in.Connection(no.of 16d common nails)(fable 11)....... . . ................. 4 Percent Full-Height Sheathing..................:....(fable 11).Z� jt3, .............. ... 3 /o ✓ ° g Opening (Design Concepts).................... 5/o Additional Sheathing for Wall.with O enin >6'8" Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... JC' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............. .4, ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)................................. .U=933plf V_4 Lateral.............................................(Table 12).............................................L=2G pif v Shear................................................(Table 12)............................................S=--32_Pif !/ Ridge Strap Connections,if collar ties not used per page 21... (Table 13).........:.....................T= — pif r/ Gable Rake Outlooker..........................................(Figure 20)............. 6 ft<_smaller of 2'or U2 t/ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................................:..........(Table 14)............................................U= lb. VA Lateral(no.of 16d common nails)'..(Table 14)........................................L= lb. C/ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and . Roof Sheathing Thickness........................................................................................ in.a7/16"WSP Roof Sheathing Fastening.......:....................................(Table 2)...............:....................Z .in... 17/1...... Notes: I. This chec klist_shall be met in its entirety,-excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item.1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade: a: q AWC Gadide to Wood Constratction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 cmx 5301.2.1.1)1 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double - top plate. I iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHMTMEM RMISON 1 < UW8iNA" A-r6bt - m i ii a 1 - r 1 a 1r g 1 d 1 :i ii as. o t Zz n ■1 , IL 3 Y u t P - �. It tl?s Y See Detail on Next Page Vertical and Horizontal Nailing w s for Panel Attachment AWC Guide to Wood Construction in High Wind Arens:II D mph Wind Zone .F Massachusetts Checklist for Compliance(7so CAIR 5301.2.1.1)' MEMBERS t O , ■ d f y■ I ! t EDOE ROEMEINATE ■! f/i [ t a i STAGGERED MNI MAIL PATTERN � . PANEL r PAWL EDGE, DOUBLE NAB_®GE SPAGOr.DML Detail Vertical and Horizontal Nailing for Panel Attachment 80iSE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1stFloor1DR23 BC CAL'CO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 1 stFloor\DR23 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: ONO qip i - .ass ,e���,,..: 14-00-00 BO, 10" 61, 10" LL 2042 Ibs LL 2042 Ibs DL 609 Ibs DL 609 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90%' 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 40 10 07-03-08 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7346 ft-Ibs 35.1% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 2035 Ibs 21.5% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U546(0.274") 43.9% 1 1 particular application.Output here based Live Load Defl. L/709 (0.211") 50.7% 1 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.274 27.4/0 1 1 Installation of BOISE engineered wood Span/Depth 15.7 n/a 0 1 products must be.in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 10"x 5-1/4" 2650 Ibs n/a 6.7% Unspecified (888)234-0056 before installation. B1 Wall/Plate 10"x 5-1/4" 2650 Ibs n/a 6.7% Unspecified BC CALCO, BC FRAMERO,AJS-, ALLJOISTO,BC RIM BOARDTM, BCI@, Notes BOISE GLULAMTM' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS@,VERSA-RIMO, Design meets Code minimum(U360) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets arbitrary (1") Maximum load deflection criteria. trademarks of Boise Wood Products, L.L.C. Connection Diagram i �b —d a o 0 771 e 0 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOiSE_ Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml1stFloor1DR24 BC CAL CO 9.5 Design Report-US 7 spans I No cantilevers 10112 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 1stFloor\DR24 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: g5 6 9 _-_..._ 3 7 11 4 g 12 it it VA2 05-02-00 05-02-00 05-02-00 A 06-03-00 A 06-01-00 A 06-01-00 A 06-01-00 BO B1 62 B3 B4 B5 B6 B7 LL 1306 Ibs LL 10027 Ibs LL 3615 Ibs LL 6790 Ibs LL 11019 Ibs LL 9288 Ibs LL 8604 Ibs LL 1921 Ibs DL 267 Ibs DL 3698 Ibs DL 731 Ibs DL 1806 Ibs DL 3843 Ibs DL 2795 Ibs DL 2197 Ibs DL 429 Ibs Total of Horizontal Design Spans=40-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% ' 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 40-00-00 40 10 14-00-00 2 DR10 Conc. Pt. (Ibs) Left 05-06-00 05-06-00 6712 2816 n/a 3 wall Unf. Lin. (pif) Left 15-04-04 17-11-12 0 60 n/a 4 2nd fl Unf.Area(psf) Left 15-04-04 17-11-12 40 10 14-00-00 5 DR9 Conc. Pt. (Ibs) Left 17-10-00 17-10-00 2199 901 n/a 6 DR9 Conc. Pt. (Ibs) Left 22-00-00 22-00-00 2527 1106 n/a 7 wall Unf. Lin. (plf) Left 21-10-00 25.09-12 0 60 n/a 8 2nd fl Unf.Area(psf) Left 21-10-00 25-09-12 40 10 14-00-00 9 DR8 Conc. Pt. (Ibs) Left 25-08-00 25-08-00 4191 1812 n/a 10 DR9 Conc. Pt. (Ibs) Left 31-04-00 31-04-00 1668 433 n/a 11 wall Unf. Lin. (plf) Left 31-02-04 35-06-12 0 60 n/a 12 2nd fl Unf.Area(psf) Left 31-02-04 35-06-12 40 10 14-00-00 13 DR7 Conc. Pt. (Ibs) Left 35-05-00 35-05-00 1278 341 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8463 ft-Ibs 40.4% 100% 14 5-Internal be verified by anyone who would rely on Neg. Moment -7979 ft-Ibs 38.1% 100% 26 5-Right output as evidence of suitability for End Shear -1733 Ibs 18.3% 100% 14 7-Right particular application.Output here based Cont. Shear 6961 Ibs 73.5% 100% 26 5-Right on building code-accepted design Uplift 12 Ibs n/a 16 1 -Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U1308 (0.056") 18.4% 14 5 products must be in accordance with Live Load Defl. U1629 (0.045") 22.1% 14 5 current Installation Guide and applicable Total Neg. Defl. -0.026" 5.3% 14 6 building codes.To obtain Installation Guide Max Defl. 0.056" 5.6% 14 5 or ask questions,please call Span/Depth 7.9 n/a 0 4 (888)234-0056 before installation. BC CALCO, BC FRAMER®,AJSTM, Notes ALLJOISTO, BC RIM BOARDTM, BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEM@,VERSA-LAMO,VERSA-RIM 9 ( ) PLUS@,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for BO is 1-1/2". trademarks of Boise Wood Products, Minimum bearing length for B1 is 3-1/2". L.L.C. Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 3-3/4". Minimum bearing length for B5 is 3-1/8". Minimum bearing length for B6 is 3". Minimum bearing length for B7 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 80iSE" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1stFloor\DR24 BC CALCO 9.5 Design Report-US 7 spans No cantilevers 1 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 1stFloor\DR24 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: I Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d—► Completeness and accuracy of input must a be verified by anyone who would rely on • _• • output as evidence of suitability for o o �/ particular application.Output here based c on building code-accepted design properties and analysis methods. • L • Installation of BOISE engineered wood e ° ° ° �� products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=4-1/2" or ask questions,please call (888)234-0056 before installation. b minimum=3" d= 12" e minimum= 3" BC CALCO, BC FRAMERO,AJSTM, ALLJOISTO, BC RIM BOARDT"1 BCI@, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMT1A,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. Page 2 of 2 BOISE- Triple 1-3L4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloorlDR10 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR10 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 4 _...........__----- -- _._.....__ _........ _ ....... I 2 3 a J 15-08-00 BO,5-1/2" B1,3 1/2" ILL 9872 Ibs ILL 6712 Ibs DL 4787 Ibs DL 2816 Ibs Total Horizontal Product Length=15-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%'. 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 15-08-00 40 10 14-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 13-10-00 0 60 n/a 3 attic Unf.Area(psf) Left 00-00-00 13-10-00 20 10 14-00-00 4 DR3 Conc. Pt. (Ibs) . Left 13-08-04 13-08-04 782 419 n/a 5 DR4 Conc. Pt.(Ibs) Left 00-00-00 00-00-00 3155 1900 n/a Load Disclosure Controls Summary Value %Allowable Duration Case_ Span Location Completeness and accuracy of input must Pos. Moment 34704 ft-Ibs 79.7% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -8477 Ibs 60.7% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U306(0.591") 78.5% 1 1 particular application.Output here based Live Load Defl. U437 (0.413") 82.4% 1 1 on building code-accepted design Max Defl. 0.591" 59.1% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing SupportS Dim.(L x W)_ Value Support Member Material or ask questions,please call BO Wall/Plate 5-1/2"x 5-1/4" 14659 Ibs n/a 67.7% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 5-1/4" 9528 Ibs n/a 69.1% Unspecified BC CALCO,BC FRAMER@,AJSTA9, ALLJOISTO,BC RIM BOARD-, BCIO, Cautions BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 BOiSE- Triple 1-3/4" x 14 VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor1DR10 BC CALCO 9.5'Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR10 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d— Completeness and accuracy of input must be verified by anyone who would rely on a • • • �� output as evidence of suitability for o o particular application.Output here based c on building code-accepted design i \ properties and analysis methods. • • �� Installation of BOISE engineered wood e 0 0 0 /7 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call a minimum=2" c= 9" (888)234-0056 before installation. b minimum=3" d = 12" e minimum= 3" BC CALCO, BC FRAMER@,AJSTM', ALLJOISTO, BC RIM BOARDT" BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMT"' SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAW,VERSA-RIM Nailing schedule applies to both sides of the member. PLUSO;VERSA-RIM@, Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. Page 2 of 2 80iSE- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor l3eam12ndFloor1DR11 BC CALCO 9.5 besign Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafieur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR11 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: A r 14-03-12 BO B1,5-1/2" LL 2750 Ibs LL 2832 Ibs DL 1014 Ibs DL 1044 Ibs Total Horizontal Product Length=14-03-12 Load Summary I Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load(bed) Unf.Area (psf) Left 00-00-00 14-03-12 30. 10 13-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 12577 ft-Ibs 43.3% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 3008 Ibs 32.3% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U618 (0.267") 38.8% 1 1 particular application.Output here based Live Load Defl. U846 (0.195") 42.6% 1 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.267 26.7/0 1 1 Installation of BOISE engineered wood Span/Depth 11.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Hanger Load 3"x 3-1/2" 3764 lbs 80.6% 47.8% HHUS410 (888)234-0056 before installation. B1 Wall/Plate 5-1/2"x 3-1/2" 3875 Ibs n/a 26.8% Unspecified BC CALCO, BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDM,BCI®, Cautions BOISE GLULAMT^" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Header for the hanger HHUS410 at BO is a Single 7"x 14"VERSA-LAMO 2.0 3100 DF. PLUS@,VERSA-RIM®, Hanger HHUS410 requires 30 1 Od face nails, 10 1 Od joist nails. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram b —d a to a minimum=2" c= 10" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Boisw Single 7" x 14" VERSA-LAM® 2.0 3100 DF Floor Beam\2ndFloor1DR12 BC CALCO 9.5'Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR12 Address: 8 North Precinct Rd Specifier: be City State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 z 26-00-00 BO,5-1/4" B1,5-1/2" LL 926 Ibs — LL 2604 Ibs DL 1434 Ibs DL 2055 Ibs Total Horizontal Product Length 26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf Left 00-00-00 26-00-00 30 10 01-00-00 2 wall Unf. Lin. (plo Left 00-00-00 26-00-00 0 60 n/a 3 DR11 Conc. Pt. (Ibs) Left 20-08-04 20-08-04 2750 1014 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 21362 ft-Ibs 36.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear -4456 Ibs 23.9% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U411 (0.737") 58.5% 1 1 particular application.Output here based Live Load Defl. U831 (0.364") 43.3% 1 1 on building code-accepted design . Max Defl. 0.737" 73.7% 1 1 properties and analysis methods. Installation of BOISE engineered.wood Span/Depth 21.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x* Value Support Member Material or ask questions, please call BO Beam 5-1/4"x 7" 2360 Ibs 8.6% 8.6% Versa-Lam 2.0 (888)234-0056 before installation. B1 Wall/Plate 5-1/2"x 7" 4659 Ibs n/a 16.1% Unspecified BC CALCO, BC FRAMER@,AJST°, -ALLJOISTO, BC RIM BOARD M, BCIO, Notes BOISE GLULAMTM',SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND),VERSA-STUD@ are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, L.L.C. .Page 1 of 1 80iSE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamUnfflooADR13 BC CALC®9.5`Design Report-US 1 span No cantilevers 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR13 Address: 8 North Precinct Rd k Specifier: be City, State,Zip: Centerville, Ma Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misa 5 aM, 09-07-00 BO,3-1/2" B1,3-1/2" LL 3189 Ibs LL 3870 Ibs DL 2485 Ibs DL 3539 Ibs SL 1869 Ibs SL 1869 Ibs Total Horizontal Product Length=09-07-00 Load Summary Live Dead Snow Wind_ Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 09-07-00 40 10 13-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 09-07-00 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 09-07-00 20 10 06-00-00 4 roof Unf.Area (psf) Left 00-00-00 09-07-00 15 30 13-00-00 5 DR12 Conc. Pt. (Ibs) Left 08-01-12 08-01-12 926 1434 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 17165 ft-Ibs 71.3% 115% 2 1 - Internal be verified by anyone who would rely on End Shear -7643 Ibs 70.1% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U315(0.347") 76.1% 2 1 particular application.Output here based Live Load Defl. U482 (0.227") 74.7% 2 1 on building code-accepted design Max Defl. 0.347" 34.7% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide .Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 7543 Ibs n/a 54.7% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 5-1/4" 9278 Ibs n/a 67.3% Unspecified BC CALC®,BC FRAMER®,AJS-, ALLJOISTO, BC RIM BOARDTM,BCIG, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing 61 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 BOISE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloor1DR13 BC CALCO 9.5besign Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR13 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d— Completeness and accuracy of input must be verified by anyone who would rely on a 0 _ 0 output as evidence of suitability for o o / particular application.Output here based c on building code-accepted design • • /\/ properties and analysis methods. e 0 0 Installation of BOISE engineered wood 0 /\\ products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=4-1/2" or ask questions,please call �' (888)234-0056 before installation. b minimum= 3" d= 12" e minimum= 3" BC CALCO, BC FRAMER@,AJSTM, ALLJOIST@, BC RIM BOARD-,BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMTM,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS@,VERSA-RIMO, Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. s Page 2 of 2 BOISE- Single 14" BCI® 90s-2.0 SID Joist\2ndFloor\DR14 BC CALCO 9.5'Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR14 Address: 8 North Precinct Rd, Specifier: be City, State,Zip: Centerville, Ma Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1336 Misc: Y " aor 25-09-12 BO,4-1/8" B1,4-3/8" ILL 688 Ibs LL 689 Ibs DL 172 Ibs DL 172 Ibs Total Horizontal Product Length=25-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 25-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5313 ft-Ibs 46.6% 100% 1' 1 -Internal be verified by anyone who would rely on End Reaction 837 Ibs 42.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U490(0.618") 49.0% 1 1 particular application.Output here based Live Load Defl. U613(0.495") 78.3% 1 1 on building code-accepted design Max Defl. 0.618" 61.8% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 21.6 n/a 0 1. products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions, please call BO Beam 4-1/8"x 3-1/2" 860 Ibs 7.9% n/a Versa-Lam 2.0 (888)234-0056 before installation. B1 Wall/Plate 4-3/8"x 3-1/2" 861 Ibs n/a n/a Unspecified BC CALC@, BC FRAMER@,AJST"', ALLJOIST@,BC RIM BOARD-,BCI®, Notes BOISE GLULAMT"' SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets User specified (U480) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. Page 1 of 1 BOiSE- Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor1DR15 BC CALCO 9.5'Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR15 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 .. � c « rrnv biz „s 14-00-00 BO,5-1/2" B1,5-1/2" LL 3063 Ibs LL 3063 Ibs DL 3546 Ibs DL 3546 Ibs SL 3603 Ibs SL 3603 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 14-00-00 40 10 07-03-08 2 wall Unf. Lin. (plf) Left 00-00-00 14-00-00 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 14-00-00 20 10 07-03-08 4 Roof Unf.Area(psf) Left 00-00-00 14-00-00 15 30 14-00-00 5 DR6 Conc. Pt. (Ibs) Left 07-00-00 07-00-00 700 1326 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 35336 ft-Ibs 70.6% 115% 2 1 Internal be verified by anyone who would rely on End Shear 8076 Ibs 50.3% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U356(0.445") 67.4% 2 1 particular application.Output here based Live Load Defl. U546(0.29") 66.0% 2 1 on building code-accepted design Max Defl. 0.445" 44.5% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.3 n/a 0 1 products must be in accordance with. current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 5-1/2"x 5-1/4" 10211 Ibs n/a 47.2% Unspecified (888)234-0056 before installation. B1 Post 5-1/2"x 5-1/4" 10211 Ibs n/a 47.1% Unspecified BC CALCO, BC FRAMERO,AJS-, ALLJOIST@, BC RIM BOARD TM, BCI@, Cautions BOISE GLULAM- SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C., Design meets Code minimum (U240)Total load deflection criteria Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 r Boisw Triple 1-3/4" x 14" VERSA-LAM® 2:0 3100 SP Floor Beam\2ndFlooADR15 BC CALCO 9.5'Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR15 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d— Completeness and accuracy of input must be verified by anyone who would rely on a 0 0 �4 output as evidence of suitability for o o particular application.Output here based c �/. on building code-accepted design properties and analysis methods. j • • Installation of BOISE engineered wood e o 0 0 j products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide d= 12" or ask questions,please call b minimum= 3" a minimum=2" =9" (888)234-0056 before installation. e minimum=3" BC CALCO, BC FRAMER@,AJSTA°, ALLJOISTO, BC RIM BOARDTM,BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAM-,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEMO,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS@,VERSA-RIME), Member has no side loads. VERSA-STRAND@,VERSA-STUDO are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. Page 2 of 2 BOiSE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR16 BC CA'Lce 9.5 Design Report-US 1 span J'No cantilevers 1 0/12 slope Tuesday, June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR16 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 ,nkai , r'+e / e i ✓/ 1 = - - ,,,5s ...,.c' _✓,,, fiw Asa: .'k „ ",.\! 09-07-00 3= BO,3-1/2" B1,3-1/2" DL 864 Ibs DL 864 Ibs SL 837 Ibs SL 837 Ibs Total Horizontal Product Length=09-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 wall Unf. Lin. (plf) Left 00-00-00 09-07-00 0 80 n/a 2 roof Unf.Area (psf) Left 00-00-00 09-07-00 15 30 01-04-00 3 DR6 Conc. Pt. (Ibs) Left 04-09-08 04-09-08 681 1291 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 6051 ft-Ibs 37.7% -115% 2 1 - Internal be verified by anyone who would rely on End Shear 1540 Ibs 21.2% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U709(0.154") 33.8% 2 1 particular application.Output here based Live Load Defl. U1318 (0.083") 27.3% 2 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.154 15.4/0 2 1 Installation of BOISE engineered wood Span/Depth 11.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1702 Ibs n/a 18.5% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 1102 Ibs n/a 18.5% Unspecified BC CALC@, BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD-,BCI@, Cautions BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been,performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram - b —d—� a c i a minimum=2" c= 5-1/2" b minimum= 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR17 BC CALCO 9.5'Design Report-US 1 span No cantilevers 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Laf eur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR17 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: i 't i � ^ 12 ' 09-03-00 BO,3-1/2" B1,3-1/2" DL 321 Ibs DL 321 Ibs SL 648 Ibs SL 648 Ibs Total Horizontal Product Length=09-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 09-03-00 15 35 04-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2023 ft-Ibs 12.6% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 741 Ibs 10.2% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U1875 (0.056") 12.8% 3 1 particular application.Output here based Live Load Defl. U2804(0.038") 12.8% 3 1 on building code-accepted design Max Defl. 0.056" 5.6% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post - 3-1/2"x 3-1/2" 968 Ibs n/a 10.5% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2 968 Ibs n/a 10.5% Unspecified BC CALCO, BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARDTM, BCIO, Cautions BOISE GLULAM- SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b —d— a • v • c a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 80i$EM Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloor1DR18 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR18 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: z 4 3 1 08-07-00 g BO,3-1/2" B1,3-1/2" ILL 1727 Ibs ILL 1727 Ibs DL 1881 Ibs DL 1881 Ibs SL 1803 Ibs SL 1803 Ibs Total Horizontal Product Length=08-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 08-07-00 40 10 06-08-08 2 wall Unf. Lin. (plf) Left 00-00-00 08-07-00 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 08-07-00 ., 20 10 06-08-08 4 roof Unf.Area(psf) Left 00-00-00 08-07-00 15 30 14-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 10403 ft-Ibs 43.2% 115% 13 1 -Internal be verified by anyone who would rely on End Shear 4045 Ibs 37.1% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U592(0.165") 40.6% 2 1 particular application.Output here based Live Load Defl. U907(0.108") 39.7% 2 1 on building code-accepted design Max Defl. 0.165" 16.5% 2 1 properties and analysis methods. Installation.of BOISE engineered wood Span/Depth 10.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 5411 Ibs n/a 39.3% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 5-1/4" 5411 Ibs n/a 39.3% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTM, BCIO, Cautions BOISE GLULAMTM' SIMPLE FRAMING SYSTEM@,VERSA-LAME),VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing 131 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram �I b. d a • • • IN o � o c e o 0 0 a minimum=2" c=4-1/2 b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOiSEry Single 9-1/2" AJSTM 20 MSR Joist12ndFloor1DR19 BC CALCO 9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope Tuesday,June 17,2008 09:00 Build 91 16"OCS Repetitive Glued&nailed construction File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR19 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1144 Misc: t i/yes ida Oi 13-04-02 14-05-14 BO,4-5/8" B1,3-1/2" B2,4-3/8" LL 323 Ibs LL 908 Ibs LL 345 Ibs DL 67 Ibs DL 227 Ibs DL 77 Ibs Total Horizontal Product Length=27-09-15 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 27-09-15 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1210 ft-Ibs 35.6% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -1551 ft-Ibs 45.7% 100% 1 2-Left output as evidence of suitability for End Reaction 398 Ibs 28.7% 100% 16 2-Right particular application.Output here based Int. Reaction 1116 Ibs 38.1% 100% 1 2-Left on building code-accepted design Cont. Shear 572 Ibs 49.4% 100% 1 2-Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U1018(0.167") 23.6% 16 2 products must be in accordance with Live Load Defl. U1191 (0.143") 40.3% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.04" 8.0% 16 1 building codes.To obtain Installation Guide Max Defl. 0.167" 16.7% 16 2 or ask questions,please call Span/Depth 17.9 n/a 0 2 (888)234-0056 before installation. BC CALCO,BC FRAMER@,AJSTM, %Allow %Allow ALLJOISTO, BC,RIM BOARDTM, BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTMm,SIMPLE FRAMING BO Wall/Plate 4-5/8"x 2-1/2" 390 Ibs n/a n/a Unspecified SYSTEM@,VERSA-LAM@),VERSA-RIM B1 Wall/Plate 3-1/2"x 2-1/2" 1135 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, B2 Wall/Plate 4-3/8"x 2-1/2" 422 Ibs n/a n/a Unspecified VERSA-STRAND@,VERSA-STUDO are p trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 noism- Single 9-1/2" AJSTA° 20 MSR Joist\2ndFloor\DR20 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,June 17,2008 09:00 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR20 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1144 Misc: 1 _ e ��: ., �R _ =; - � � fu���oY. � 13-01-06 BO,4-1/2" 131 LL 355 Ibs LL 344 Ibs DL 89 Ibs DL 86 Ibs Total Horizontal Product Length=13-01-06 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 13-01-06 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1344 ft-Ibs 39.6% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 419 Ibs 34.8% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U900(0.169") 26.7% 1 1 particular application.Output here based Live Load Defl. U1125 (0.135") 42.7% 1 1 on building code-accepted design Max Defl. 0.169" 16.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 16.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 4-1/2"x 2-1/2" 444 Ibs n/a n/a Unspecified (888)234-0056 before installation. B1 Hanger Load 2"x 2-1/2" 430 Ibs 45.3% n/a IUS2.56/9.5 BC CALCO,BC FRAMER®,AJS-, ALLJOISTO, BC RIM BOARD-,BCIO, Cautions BOISE GLULAMTm SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Header for the hanger IUS2.56/9.5 at B1 is a Triple 1-3/4"x 14"VERSA-LAM@ 2.0 3100 SP. PLUS@,VERSA-RIM@, Hanger IUS2.56/9.5 requires 8 10d face nails,2 teardrop joist nails. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to.joist. Page 1 of 1 BOISE' Double 1-3/4" x 9-1/2"VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloorkl)W BC CALCO 9.5 Design Report- US 1 span No can 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR7 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 04-08-12 BO,3-1/2" B1,5-1/2" LL 1278 Ibs LL 1371 Ibs DL 341 Ibs DL 366 Ibs Total Horizontal Product Length=04-08-12 Load Summary rive . Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 04-08-12 40 10 14-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1494 ft-Ibs 10.7% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 850 Ibs 13.5% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U5439 (0.009") 4.4% 1 1 particular application.Output here based Live Load Defl. U6890(0.007") 5.2% 1 1 on building code-accepted design Max Defl. 0.009" 0.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 5.2 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1618 Ibs n/a 17.6% Unspecified (888)234-0056 before installation. B1 Post 5-1/2"x 3-1/2" 1736 Ibs n/a 12.0% Unspecified BC CALCO, BC FRAMERO,AJSTm, ALLJOISTO, BC RIM BOARD-,BCIS, Cautions BOISE GLULAMTm SIMPLE FRAMING SYSTEMS,VERSA-LAMO,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIMS, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (I") Maximum load deflection criteria. Connection Diagram b —d— a c a minimum=2" c=5-1/2" b minimum=3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 80iSE- Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloorlDR8 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR8 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 s 05-11-08 BO,3-1/2" B1,3-1/2" LL 4191 Ibs LL 1668 Ibs DL 1817 Ibs DL 438 Ibs Total Horizontal Product Length=05-11-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 05-11-08 40 10 14-00-00 2 DR1 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 1963 1080 n/a 3 DR2 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 560 299 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2674 ft-Ibs 31.9% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1473 Ibs 30.6% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U1008 (0.065") 23.8% 1 1 particular application.Output here based Live Load Defl. U1273 (0.052") 28.3% 1 1 on building code-accepted design Max Defl. 0.065" 6.5% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 9.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 6009 Ibs n/a 65.4% Unspecified (888)234-0056 before installation. 131 Post 3-1/2"x 3-1/2" 2107 Ibs n/a 22.9% Unspecified BC CALCO, BC FRAMERO,AJSTA1, ALLJOISTO, BC RIM BOARD TM,BCI@, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram L�b —d a I c a minimum=2" c= 3-1/4" b minimum = 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 BoiSr=- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloorlDR9 BC CALCO 9.5 Design Report-US 1 span,j No cantilevers 1 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR9 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5 3 4 MW el �b fr sn s' 04-05-08 BO,3-1/2" B1,3-1/2" LL 2199 Ibs LL 2527 Ibs DL 901 Ibs DL 1106 Ibs Total Horizontal Product Length=04-05-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 04-05-08 40 10 14-00-00 2 DR3 Conc. Pt. (Ibs) Left 01-03-04 01-03-04 782 417 n/a 3 wall Unf. Lin. (plf) Left 01-01-04 04-01-08 0 60 n/a 4 attic Unf.Area(psf) Left 01-01-04 04-01-08 20 10 14-00-00 5 DR2 Conc. Pt. (Ibs) Left 03-11-12 03-11-12 601 320 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3024 ft-Ibs 21.7% 100% 1 1 -internal be verified by anyone who would rely on End Shear 2331 Ibs 36.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U2726 (0.018") 8.8% 1 1 particular application.Output here based Live Load Defl. U3912(0.012") 9.2% 1 1 on building code-accepted design Max Defl. 0.018" 1.8% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 5.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 3100 Ibs n/a 33.7% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 3633 Ibs n/a 39.5% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD M, BCIO, Cautions BOISE GLULAMTm SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 80iSE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloorIDR9 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 2ndFloor\DR9 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►1 b —d— Completeness and accuracy of input must L be verified by anyone who would rely on a ,� output as evidence of suitability for — • 1• • \ particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood .� • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 5-1/2" (888)234-0056 before installation. b minimum=3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BC CALCO, BC FRAMER@,AJSTMALLJOISTO, BC RIM BOARD- BCIO, please consult a technical representative or professional of Record. BOISE GLULAMTm,SIMPLE FRAMING Member has no side loads. SYSTEMO,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUSO,VERSA-RIM@), Connectors are: 16d Common Nails VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 B0i$E- Triple 1-3/4" x 9-1/2" VERSA=LAM® 2.0 3100 SP Floor BeamlLevel 31DR1 BC CALC@ 9.5 Design Report-US 1 span (No cantilevers 1 0/12`slope Tuesday,June 17, 2008 09:00 Build 91 File.Name: .Lafleur.BCC Job Name: LaFleur Residence Description: Level 3\DR1 Address: 8 North Precinct Rd 'Specifier-, be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 / r l/ {- C 14-04-00 BO,1-3/4 B1,5-1/2" LL 1963 Ibs LL 2050 Ibs DL 1080 Ibs DL 1128 Ibs Total Horizontal Product Length,=14-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% .115% 133% 125% •- Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-04-00 20 10 14-00-00 Load• Disclosure Controls Summary Value %Allowable Duration Case =Span Location Completeness and accuracy of input must Pos. Moment 10413 ft-Ibs 49.7% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 2636 Ibs 27.8% 100% 1 1 -'Left output as evidence of suitability for Total Load Defl. U347(0.48") 69.2% 1 1 Z particular application.Output here based Live Load Defl. U537(0.309") 67.0% 1 1 . on building code-accepted design properties and analysis methods.,.. Max Defl. 0.48" 48.0% 1 1 installation of BOISE engineered wood Span/Depth 17.5 n/a 0 1' products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call o BO Post 1-3/4 x5-1/4" 3043Ibs n/a 44.2/0 ' Unspecified (888)234-0056 before installation., B1 Wall/Plate 5-1/2"x 5-1/4" 3178 Ibs n/a 14.7% Unspecified BC CALC@, BC FRAMER®,AJSTM, ALLJOIST@, BC RIM BOARDT"",BCI@, Cautions BOISE GLULAMTm,SIMPLE FRAMING SYSTEM@,VERSA-LAM@ VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@;VERSA-STUD@ are. Notes trademarks of Boise Wood Products, ' L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b d a c e ° ° ° a minimum=2" c=4-1/2" b minimum= 3" d= 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Boise- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31DR2 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: Level 3\DR2 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: MIR � e,a, a 04-01-12 BO,3-1/2" B1,1-3/4" LL 601 lbs LL 560 Ibs DL 320 Ibs DL 299 Ibs Total Horizontal Product Length=04-01-12 Load Summary I Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 04-01-12 20 10 14-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 789 ft-Ibs 5.7% 100% 1 - 1 - Internal be verified by anyone who would rely on End Shear 456 Ibs 7.2% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U11028 (0.004") 2.2% 1 1 particular application.Output here based Live Load Defl. U16910 (0.003") 2.1% 1 1. on building code-accepted design Max Defl. 0.004" 0.4% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 4.8 n/a 0 4 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions, please call BO Post 3-1/2"x 3-1/2" 921 Ibs n/a 10.0% Unspecified (888)234-0056 before installation. B1 Post 1-3/4"x 3-1/2" 859 Ibs n/a 18.7% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD-,BCIO, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has,not been performed. PLUS@,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram ►i b —d a I c a minimum=2" c= 5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 no,isF- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31DR3 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: Level 3\DR3 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: ' 05-07-00 BO,3-1/2" B1,3-1/2" LL 782 Ibs LL 782 Ibs DL 417 Ibs DL 417 Ibs Total Horizontal Product Length=05-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 1000% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 05-07-00 20 10 14-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1410 ft-Ibs 10.1% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 733 Ibs 11.6% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U4615 (0.013") 5.2% .1 1 particular application.Output here based Live Load Defl. L/7077(0.009") 5.1% 1 1 on building code-accepted design Max Defl. 0.013" 1.3% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 6.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material (8 ask questions, please call BO Post 3-1/2"x 3-1/2" 1199 Ibs n/a 13.0% Unspecified 88)234 0056 before installation. B1 Post 3-1/2"x 3-1/2" 1199 Ibs n/a, 13.0% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD-,BCIO, Cautions BOISE GLULAM- SIMPLE FRAMING SYSTEMO,VERSA-LAMO,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram ►I b d j a c a minimum=2" c= 5-1/2". b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31DR4 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, June 17,2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: Level 3\DR4 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: - - A � ?—.r _; ?» � •;AiY- ,,,, s�' 24-05-04 BO,5-1/2" B1,3-7/16" LL 3199 Ibs LL 3155 Ibs DL 1927 Ibs DL 1900 Ibs Total Horizontal Product Length=24-05-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%_ 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 24-05-04 20' 10 13-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 29540 ft-Ibs 42.2% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 4310 Ibs 24.0% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U484 (0.591") 49.6% 1 1 particular application.Output here based Live Load Defl. L/775 (0.369") 46.5% 1 1 on building code-accepted design Max Defl. 0.591" 59.1% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support . Member Material or ask questions,please call BO Wall/Plate 5-1/2"x 5-1/4" 5126 Ibs n/a 23.7% Unspecified ($$8)234-0056 before installation. 61 Post 3-7/16"x 5-1/4" 5054 Ibs n/a 37.3% Unspecified BC CALCO, BC FRAMERO,AJS-, ALLJOISTO, BC RIM BOARDTM,BCIO, Cautions BOISE GLULAMT"^ SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b d— a c e 0 0 0 a minimum=2" c= 13" b minimum= 3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Beism- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 31DR5 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafieur.BCC Job Name: LaFleur Residence Description: Level 3\DR5 Address: 8 North Precinct Rd Specifier: be F City, State,Zip: Centerville, Ma ' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 t 08-07-00 BO,3-1/2" B1,3-1/2" ILL 644 Ibs LL 644 Ibs DL 845 Ibs DL 845 Ibs SL 966 Ibs SL 966 Ibs Total Horizontal Product Length=08-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib, 1 Standard Load Unf.Area(psf) Left 00-00-00 08-07-00 20 . 10 - 07-06-00 2 roof Unf.Area (psf) Left 00-00-00 08-07-00 15 30 07-06-00 Load Disclosure. Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4719 ft-Ibs 29.4% 115% 2 1 - Internal be verified by anyone who would rely on End Shear 1835 Ibs 25.3% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U870 (0.112") 27.6% 2 1. particular application.Output here based Live Load Defl. U1326(0.074") 27.1% 2 1 on building code-accepted design Max Defl. 0.112" 11.2% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 2454 Ibs n/a 26.7% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 2454 Ibs n/a 26.7% Unspecified BC CALC@,BC FRAMERO,AJS-, ALLJOISTO, BC RIM BOARD-,BCIO, Cautions BOISE GLULAMTM SIMPLE FRAMING SYSTEMS,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND&,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram �br d— a I c a minimum=2" c= 5-1/2" b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level MR6 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday,June 17, 2008 09:00 Build 91 File Name: Lafleur.BCC Job Name: LaFleur Residence Description: Level 3\DR6 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12-05-08 BO,5-1/2" B1,3-1/2" DL 700 Ibs DL 681 Ibs SL 1326 Ibs SL 1291 Ibs Total Horizontal Product Length=12-05-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-05-08 15 30 07-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5616 ft-Ibs 45.9% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 1561 Ibs 34.4% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U490(0.29") 49.0% 3 1 particular application.Output here based Live Load Defl. L/749(0.19") 48.1% 3 1 on building code-accepted design Max Defl. 0.29" 29.0% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 5-1/2"x 1-3/4" 2025 Ibs n/a 28.1% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 1-3/4" 1972 Ibs n/a 42.9% Unspecified BC CALCO, BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD TM BCIO, Cautions BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM&,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUSO,VERSA-RIMO, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. f Page 1 of 1 MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723-3800 Ma Only(800)392-6108.FAX(800)851-8424 11/6/2007 Form of Notice of Casualty Loss to Building Under Mass.Gen.Laws,Ch.139,Sec.313 BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET 367 MAIN STREET HYANNIS MA 02601 Re: Insured: SCOTT R&LYNELLE L LAFLEUR Property Address: 8 N PRECINCT RD,CENTERVILLE,MA 02632 Policy Number: 0738970 Type Loss: Fire(including Fire caused by Lightning Date of Loss: 11/03/2007 Claim Number: 246274 Claim has been made involving loss,damage or destruction of the above captioned propert,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any . notice under Massachusetts General Laws,Chapter 139,Section 3B is appropriate,please direct it to the . attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division CMA00021 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map A Parcel Application # ��` HealthDivision - Date Issued Conservation Division Application Fee ' Planning Dept. e :; Permit Fee �S Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address a. Village Owner Address��, MU C�eA Telephone Permit Request Aa Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 4�roject Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family r Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 4 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 10 0 y Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: WGas ❑Oil ❑ Electric ❑Other Central Air: (d Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes dNo Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ u Commercial ❑Yes ❑ No If yes, site plan review# �y Current Use Proposed Use -F_ rU Co APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �y ? Name �� P��� Telephone Number ®�3 /�I�'�32 Address �(` Z0� License# �� Home Improvement Contractor# - t Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE j `�D j FOR OFFICIAL USE ONLY J � „ .APPLICATION# - DATE ISSUED , f • MAP/PARCEL NO. ADDRESS VILLAGE —; OWNER s t 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH I FINAL PLUMBING: ROUGH FINAL—, t s z GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` J The Commonwealth of Massachusetts .Department of Industrial accidents Office of Investigations 600 Washington Street Boston, AM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Buigders/ContractorslEIectricians/P.Iumbers A licant Information Please Print Le 'bI NamfP (Business/Orima, bWIndividual): Address _ ®, bok 7 City/Statdzip: f I V l7 �-,,OZ Z- Phone.#:�®�S �" J 31'-3�� Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4• ❑ I am a general contractor and 1 6. ❑New construction employees (full and/or part-time).* have hired the Sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have Do employees These sub contractocs have g• ❑Demolition rkers' working for me in any capacity. employe es and have wo 9. ❑Building addition • . [No workers' comp.-insurance comp•insurance t 5. 0 We are a corporation and its lo.E ];Electrical repairs or additions required] officers have exercised their I1. Phmibing repairs or additions 3.[ I am a homcowner doing all work Myself[No workers' comp, right of exemption per MGL 12.❑Roof repairs incrTrancc requurd_]t c. 152, §1(4), and we havt no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that ehxlo;bax#1 must also fW out the section below sbowing their workecss'cornpaimtion policy infum-ationl t n.H.omw eoners who submit this affidavit indicating tbcy arc doing all work and thin lun:outside contractors must submit a rrcw affidavit indicating mch. ontractors dial ebockthis box must attached an hdditional sheet abowing thc name of the sub-coutracton and stain whether ornot thost:rntitics have employees. If the sub-contractors have eruployccs,tbry moat prw db tbcir workcrr'comp.poBcy number. I am an employer that is providing workers'compensator insurance for my employees. BeLow is the policy and job site inform.adon. Insuranco Company Name: Policy#or Self-ins. Lie. #: _ ExprationDatte�:� I,, /� I Job Site Address: Gf�18k.' City/state/zipNEi�i# i t`!1i (� (7Z 4 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to thc iUCposition of rrirnbial penalties of a fine uip to $1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.0o a day against the violator. Be advised that a copy of this statement may be forwarded to tho Office of Investigations of the D for insurance co era e verification. I do hereby certify der the pain nalUzs of perjury that the information provided above is true and cart ' Si shoe: Date: — Phone# O'. 7. Official use only. Do not write in this area, to be completed by city or lawn afficiaC City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2,Building Department 3, City/Towu Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts General Laws chapter 152 requires all employees to provide workers'compensation for their employees: Pursuant to this statute, an employee is dcfimd as "...every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing.engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of anindividual,partnership, association or other Iegal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employmcut be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence'of compliance with the insurance coverage required." AdditionaIly,MGL chapter 152, §25C(7) status`Neither the comunonwcalth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and i.f necessary,supply sub-cantractor(s)name(s), addresses) and phone numbers) along with their ccrtificatc(s)of bmrance. Limits d Liability Companies'(LLC) or Limited Liability Partnerships (LLP)with no-employees other than the ncmbms or partners, arc not required to carry workers' compensation insurance. If an LLC or LLP does have :mployets, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial ALcci&nts for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should >e returned to the city or town that the application for the permit or license is being rcqucstcd, not the Department of hdusttW Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' :ourpensation policy,please call the Department at the number listed below. Self insured companies should enter their ,elf-insrrrance license number on the appropriate line. :ity or Towlr Officials 'lease be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom ,f the affidavit for you to Ell out in the event the Office of Investigations has to contact,you regarding the applicant 'lease be sort to fill in the permiVliccnsc number which will be used as a reference amber. In addition, an applicant h.at must submit multiple permittlimnse applications in any given year,need only submit cup affidavit indicating cum cnt olicy information(if necessary) and under"Job Site Address" [he applicant should write"all locations in (city or )wn)."A copy of the&$davit that has been officially stamped or marked by the city or town may be provided to the pplicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit,must be filled out each ear.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture _e. a dog license or permit to brim 1caYcs etc.) said persoui is NOT required to complctz this affidavit. he Office of Investigations would li ,to thank you in advance for your cooperation and should you have any questions, [east do not hesitate to give us a call ie Department's address, telcphonc-and fax number. .The C omonwca, di of Massarhu,-,au Degaz�ent of Iudusirial.AccidCats Office of Investigations 600 washingtGn Street Boston, MA 0211.1 Ter. # 617-727-490-P cxt 4.06 or 1-S77-MASSAFB Fax# 617-727-774� ;d 11-22-06 www.ma.SS.gov/dia Town of ]Barnstable y���oFttte Regulatory Services ' Thomas F. Geiler,Director =A.RNSfABLE, _ MAS&i639 Buildin'Division v� ��� PrFD �� Tom Perry,Building Commissioner . 200 Main Street, Hyannis, MA 02601 vm w.town.barnstable.ma.us face: Fax: 568-790-6230 508-862-4038 HOriIEOwNER LICENSE EXEMPTION Please Print DATE: 10B LOCAT)ON: number / street- "HOMEOWNER": .mil Lf-ten 1 !(�Y _) work hone# home hone# P name P . CURRENT MAILING ADDRESS: 1 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and homeo wners to engage an individual for hire who does not possess a license,provided that the owner acts as to allow hom supervisor. I)EFINrTION 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 twa-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 inS ction proced sand quirements and that he/she will comply with'said procedures and mquireme Signatu of Homeowner Approval of Building Official Note: •Thme4amily dwellings containing 35,000 cubic feet or larger will be required to,i:omply with the hate Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMYTION The Code states that "Any homeowner performing work for.which a building permit is rcquirod shall be exempt from the provisions T this section(Section 109.1.r1 -L.iecaring of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such cork,that such Homeowner shall act as supervisor:" Many homcownas who use this,exemption arc unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, .u)cs&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awarcncss often results in serious problems,particularly. ,hcn the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicensed person as it would with a licensed upervisor. 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, at the homeowner certify that hdshe understands the responsibi)itics of a Supervisor. On the last page of this issue is a form currently used by vcral towns. You may care t amend and adopt such s form/certification for use in your corranunity. t �ofTMET ToWn of Barnstable N �T Regulatory Services YAMST"M Thomas F. Geiler, Director. �.YA, 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 i f 1 Property Owner Must Gp nnplete and Sign/This'Sectiori If Using A Builder I R , as Owner of the'subject property 1 hereby authorize \� to act oa my behalf, in all matters relative to work authorized b s buildingpermit a licadon for: P pP . (Add-ress of Jo } Signature of Owner ate V Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side. 1 ' i O d i A F �2 403 � 1 r-y Oil 10 III \: --- c.. S oj� N cx co r r3 no 1 L t' t g9 SDK dell 80iSE- Single 9-1/2 AJSTm 20 MSR Joist\1stFloor1DR22 BC CALCO 9:5'Design Report- US 1 span I No cantilevers 1 0/12 slope Tuesday, June 17,2008 09:00 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 1 stFloor\DR22 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' ,Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1144 misc. /may y 13-09-12 BO,8-7/8" B1,8-7/8" LL 368 Ibs LL 368 Ibs DL 92 Ibs DL 92 Ibs Total Horizontal Product.Length='13-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End- 100% 90% 115% _133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00700 13-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1293 ft-Ibs 38.1% 100% 1 1 7-Internal be verified by anyone who would rely on End Reaction 411 Ibs 29.6% 100% 1 1 Left output as evidence of suitability for Total Load Defl. U947 (0.158") 25.3% 1, 1 particular application.Output here based Live Load Defl. U1184(0.126") 40.5% 1 1 on building code-accepted design Max Defl. 0.158" 15.8% 1 1 ; properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow ' building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 8-7/8"x 2-1/2 460 Ibs n/a n/a Unspecified (888)234-0056 before installation. B1 Wall/Plate 8-7/8"x 2-1/2" 460 Ibs n/a n/a Unspecified BC CALCO, BC FRAMERO,AJSTM, ALLJOISTO, BC RIM BOARDTM,BCIO, Notes BOISE GLULAM- SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS@;VERSA-RIMO, Design meets User specified (U480) Live load deflection criteria. VERSA-STRANDO,VERSA-STUDO are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L:L.C. Page f 1 _ I o 1 Boisw Single 9-1/2" AJSTM 20 MSR JoistUstFlooADR21 BC CAL,CO 9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope Tuesday, June 17,2008 09:00 Build 91 16"OCS Repetitive I Glued&nailed construction ,,,,,,File Name: Lafleur.BCC Job Name: LaFleur Residence Description: 1stFloor\DR21 Address: 8 North Precinct Rd Specifier: be City, State,Zip: Centerville, Ma' Designer: Customer: Scott LaFleur Company: Shepley Wood Products Code reports: ESR-1144 Misc: 29 13-03-14 14-05-14 BO,8-7/8" B1,3-1/2" B2,8-7/8" LL 333 Ibs LL 883 Ibs LL 356 lbs DL 70 Ibs DL 221 Ibs DL.80 Ibs Total Horizontal Product Length=27-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 27-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1147 ft-Ibs 33.8% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1467 ft-Ibs 43.2% 100% 1 1 - Right output as evidence of suitability for End Reaction 387 Ibs 27.9% 100% 16 2- Right particular application.Output here based Int. Reaction 1085 Ibs 37.0% 100% 1 2- Left on building code-accepted design Cont. Shear 557 Ibs 48.0% 100% 1 2- Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U1096 (0.151") 21.9% 16 2 products must be in accordance with Live Load Defl. U1283 (0.129") 37.4% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.036" 7.2% 16 1 building codes.To obtain Installation Guide Max Defl. 0.151" 15.1% 16 2 or ask questions,please call Span/Depth 17.4 n/a 0 2 (888)234-0056 before installation. BC CALCO,BC FRAMER@,AJSTM', %Allow %Allow ALLJOISTO, BC RIM BOARD-, BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM^,SIMPLE FRAMING BO Wall/Plate 8-7/8"x 2-1/2" 403 Ibs n/a n/a Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B1 Beam 3-1/2"x 2-1/2" 1104 Ibs 16.8% n/a Versa-Lam 2.0 PLUS@,VERSA-RIM@, 62 Wall/Plate 8-7/8"x 2-1/2" 436 Ibs n/a n/a Unspecified VERSA-STRANDO,VERSA-STUDO are P trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION--UTILITY LOCATIONS SHOWN INCOMPLETE. JOB NO. B-08-01 Race Ln. NOTES LAFLEUR.dwg tea• M 1. LOCUS IS A.M. 148, PARCEL 120. r 2. ELEVATIONS SHOWN ARE APPROXIMATE TOWN GIS t0.5' os` 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. �oF a 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) ova pa a 5. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.00 N Gg a; N/F ��y �Ga TOWN OF BARNSTABLE 9 NOT T FILL HOLE HERE SC IF NEIGHBOR/YOU AGREE LOCATION MAP �53.4 N 6 ��c��� CONNECT NEW HOUSE Sred SEWER TO EXISTING BENCH MARK--TOP OF SPIKE SET ��5� 47.6 48.5 SEPTIC SYSTEM DOWN 1"= 50.83 TOWN GISt Invert 46.15 Top Foundation _ 4 5 4 Proposed Proposed 46 N/F 7 �J L 0 T �2 44 � LYONS 49A 2 0, 1 0 ±S.F. - S=1/8"/ft+ 41 Existing 53, a(! / 83 i Invert 45.76 j 1000 Gal. k 6 415 3?11 �� 41. i Existing Septic Tank -------- -------__ \ �R 47yy / \\ \� I F . 44,1 42.2 52, k \ (\NG N E� \ 42 CONSTRUCT GENTLE Nod R��,d`� 4�L �$ SWALE TO GUIDE / SURFACE WATER - 48.2 (O 2'2 AROUND HOUSE TO FRONT YARD \ 47 '/ 1 °'' i r 43.. > i INSEEC11ON �50. HEALTH AGENT WILL PROBABLY REQUIRE \ �0� 46 R.J. CADILLAC TO INSPECT NEW SEWER LINE. \ 7 Q �a. i INSTALLER TO ASK HEALTH AGENT. S 'ay 00 A &0 ,'�1% 47.36 CONSTRUCT GENTLE Jp `09 r4/`491 f' SWALE TO GUIDE 3 0 3 ' ' X SURFACE WATER �0_ \ F 910 aa'' a �` AROUND HOUSE �, \>�y0� +b,6 ..E d ' She . TO FRONT YARD �y \ -�G)�0 471. �\ x47,3 /F 2 \� '� ' 4 N ' DASILVA 48. 4 44? �\\ O�3 0� /i 8.7 0t1� 48,85 GPROPOSED CURB CUT 44 45, 45.97 SITE PLAN FOR �-44 , THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. SCOTT R , & LYNELLE L. LAFLEUR H OF Mqs LOT 2, 8 NORTH PERCINCT ROAD, CENTERVILLE, MA. , `�!' M�w L cs F: ` FEBRUARY 14, 2008 SCALE: 1 "=20' o LEGEND 45,09 " CADILLAC " CADILLAC ` i ® ; ,, # 1060 #3,779 r �✓ EXISTING WATER LINE -' �11 01STER�O \lef c S�� P EXISTING GAS LINE NfTt,R BENCH 1 CORNER ��� RONALD J. CADILLAC, PLS, RS, P.C. EXISTING CONTOUR EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) CC BOUND=45.09 TOWN PROFES GIS± t 8 SIONAL LAND SURVEYOR & REGISTERED SANITARIAN PROPOSED CONTOUR P.O. BOX 258 EXISTING DRAINAGE CATCH BASIN WEST YARMOUTH, MA 02673 FENCE (NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE (508) 775-9700 PAGE 1 OF 1 REV. 3/10/08--RELOCATE HOUSE & DRIVEWAY OC 2008 BY R.J. CADILLAC