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HomeMy WebLinkAbout0359 SANTUIT ROAD _ - -- i J �� �. .� l'.__ .. __ -.__.__- _- ; � K T �� o� �� i ��-�� �— r Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial � Franklin,MA 02038-2579 Ta O �ri residential tat .(. L Phone 508-520-1333 heavy timber Fax 508-520-1334 70,99 NOV 4 Fill Paul an.SwansonStructural com —M�0 vT , — -- — —�—,•- - ,._ _-3 -- _!— i_ ;� .=gib = j tA . , t � I f i i , ' r _ : { j N _ t N t r , Q r _. , of f y -- n I m i� do IV.j7 I .�/_jM-LF.a_Y L0-TtSN_ #-VA 54 c "OKT1 L �i".__ FLO ort F G L 2 n00` Z G _� Z��} = i -- - �w� 7�0 P t , ' ' --�—•--�--•-�--{•----�-"; ---�bP-P.-/w�a--�-30oD�s� w��,r 2�' -psF `_ ` - ---; f . � `_ ; ' ' .__ ` _ ..-- ! %�SGLLc AR,- (. ! _ ' Job Name 614444 E 6,4S EM q/T Job Number Location 359 . S/ Al7-b(T A-f). GvTU i r, Sheet 1 of Client eyro JTD By. Date Swanson Structural. Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Padg( VwansonStructural.com ;�_-_..-f _w. �'6G�✓/� � �I`t '`'{emu - - .. � __ r _. ..�_. ._. -__ .., � 1 t f i .. f t , E , , i f , t i t , , r,v w " } i , • i ,._ _ TM ---- � i } 2�-A•D a�oO S i _�_ __;__ f • G � y y f t t , S` Pa ti - r , f I f } t i E i j . t f r. E t S q f Job Name Job Number 3 / Location - Sheet Z of _ Client. _._ . By .. 'Date- .�� .2 Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Puul(n(o��SwansonStructural..com ....... q;t,L� "7rzQx f i 1-L .. -! --- 2 _ C!ovQS�S j 3 I NG ' !.._. �..,..»__ _....y._..�1. _ _........ .—_.... Z O � i t , �..... .... ._ a _... ..., .._. .. _ _ i 1 i V I i o -# 4x DxY 1'5� , To! -- - �_ :— , t- - -- - -- � ...... 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Reg#2308-64482 Garage 359 Santuit Rd Cotuit Basement Garage Door Hdr. job 3396 Date: 10/27/09 Selection W 1 Ox 49 50 ksi Wide Flange Steel Lateral Support at: Lc=9 ft max. Conditions Actual Size is 10 x 10 in., Min Bearing Length R1= 1.2 in. R2= 1.2 in. DL Defl 0.30 in Suggested Camber 0.44 in Data Beam Span 16.5 ft Reaction 1 LL 10395#. Reaction 2 LL 10395# Beam Wt per ft 49.0# Reaction 1 TL 21970# Reaction 2 TL 21970# Bm Wt Included 809# Maximum V 21970# Max.Moment 90625'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/352 LL Max Defl L/360 LL Actual Defl L/744 Attributes Section in Shear in TL Defl in LL Defl Actual 54.60 . 3.89 0.56 0.27. Critical 32.95 1.10 0.83 0.55 Status OK OK OK OK Ratio 60% 32% 68% 48% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments. YP Factor, Lc 0.66 0.40 Loads Uniform LL:600 Uniform TL: 1560 =A Par Unif LL Par Unif TL Start End H= 160 0 16.5 480 1=624 0 16.5 180 J=270 0 16.5 vi H 0.3�3, Uniform Load A > � �,, ,•r",•;mow R1 =21970 R2=21970 SPAN= 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft.. s i PROJ'EC NAME: ADDRESS:,� � jL � ►` PERMIT#9"— 2 61&0 q 2�4j � �17 ( PERMIT DATE:a—" 9 d 3 (J--Ir 464�-,-2 -F// M/P: D LARGE ROLLED PLANS ARE. IN: BOX 6 SLOT Data entered in MAPS program on: BY: 4L— , q/wpfiles/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map v® � Parcel ApplicationD, J / Health Division Date Issued 7/�/ q*4. Conservation Division Application Fee Planning Dept. Permit Fee C;��.� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project:Street Address 3 S q .S^N T y "' R v A 0 Village Owner fZo b-e rT Q-) e- h e l e k To Address 3 5 q $rN t.%T v t + Telephone 01 !J ok- !J 13 - © `X a °I Permit Request rX[ 5 % / iv e, , e 2 rn , % C A A n a 2 , rs if u S -e. (L 0 vet r0 1,5 Tt jf e&ft-,, i T ' /S 2 0 a 9 / 6 1 Ca ;Square feet: 1 st floor: existing-proposedf3 6 4 2nd floor: existing proposed: 9 o al ne l 1 Z Edl Zoning District Flood Plain Groundwater Overlay -� Project Valuation- Construction Type&ida Lot Size 1 G A G A e Grandfathered: ❑Yes ❑ No If yes, attach s�pp0rting docu entation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) us , Age of Existing Structure Historic House: ❑Yes 9 No On Old King's Highway: ❑Yes 2(No Basement Type: XFull ❑ Crawl ❑Walkout -❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �$ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: W Gas ` ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing A new sized 36 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use 6A/Z,4 S/,X cAA 6NZ AG-C Proposed Use 9AIV-1 rA -e-e cAR 6bqAr P_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Zo b e a.T y�> e yk e� °e.k o Telephone Number ��C a' �t� 3 " �1 °� 9 Address �'�`i S yak T k \20 \7 License # `C u T 0 17, m`N U _S 5 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE " DATE of l 0 I �}" FOR OFFICIAL USE ONLY FPLICATION# DATE ISSUED MAP/PARCEL NO. I 'ADDRESS VILLAGE OWNER f DATE OF INSPECTION: r j uFOUNDATI.ON UAL -,''�,i'ty `I FRAME ,,INSULATION lui i:, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL :., GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Y� The C'ommompeach of'Massachusetts Deparhaent of l uha&ial Accidents Office-of Investigations 600 Washi gton SMeet Boston,MA 02LIf nwiv.lnass.gof dia Wurkers' Ci mpen-safimInsm-ance kffiidavit:Builders/Contractors/Electricians/Plumbers Applicant Infarmation Please Print.Legibly Name(lea rganizatiozi&&vidwo: Ro\(.1,CyT 6 eve e A CM Address: 3 5 rA S N w "Pot '\ R© h 0 CiWStatelZip: G o T u 17 V Z 6 3 3 Phone 4 fG1` 'f/ 3 - 9 q Are you an employer?Check the appropriate box: Type of project ect r 4. I am a contractor and i 3� P�J (required): L❑ I am a employer with ❑ �� 6- ER New constructioa employees(full andlorpart-fime)* have hired the subcontractors 2_❑ I am a sole proprietor or partner- listed on the attached sheet 7- ❑Remodeling sbip and have no employees use sob-contractors have g. ❑Demolition w fur me many capacity employees and have workers' �� Y � � g_ ❑Building addition [No workers' comp.insurance camp-msurance-I required_] 5. ❑ Vice area corporationand its 10.[]Electrical repairs�additions 3_jK I am a homeowner doing all wort officers'hn-e exercised their 11_.❑Plumbing repairs or additions myself[No workers'comp- right of exemption per MGL 12_.[I Roof repairs insurance required.]F c_152,§1(4),and we hative na employees_[No workers' 13-.❑Other comp-insurance required-] *Any gTUo at dmt chedcs box#1 mast also fill out the section belowshowing M&workers'rnmpensaliaapoliU infaroxtinb T Homeowners wbo submit this affiAawft indicating they are doing an wc*and lien hire outside contractors mast submit a new affidarit inXn4inv sarl>_ =Ccmttacmrs that rhuk this boot mast attached an additional sheet showing the name of ffie sods-conft3cb5n and state whether ornot those tmtities have employees. If the mvcontmdars have employees,they most provide their warkets'comp.policy number. I am an employer that isprm idurg workers'compgrrarrlion itmzrartce for my employees. Betotr is Ste po&cy and job site infor`azatt om Insurance Company Name: Policy*9 or Self--ins.Lit ExpirationDate: Job Site Address: City/State/Zip. Attach a copy of the workers'compensation policy declaration page(showing the policy number and e3*ation date). Failure to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of riminal penalties of a fine up to$1,500.00 and/or one-year inTzisouumu ,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 maybe fhrwarded to the Office of Investigations of the DIA for insmance coverage-,erification_ Ida hereby certify under-theprans andpenaItias ofpeduty that the information prinidsd abm a is Iris and correct. Signature- \C �� Bate- 6 110 11 Phone#- l3,fj'ui l use only. Do not mite in this area,to be completed by city or town official City or Town: Perta itUcense It Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.City1rown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Y Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto 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 Iocal 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,U necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their ceri.:ficate(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 insnrance coverage. Also be sure to sign and date the affidavit. The affidavit should be retumed 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 obtairi 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/licease number which will be used as a reference number. In addition, an applicant that must submit multiple permitllicense 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 1[i (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT.required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Departimut of Industrial Accidents office of kwstiptions 6O0 Washington Street Bastw,MA 02111 Tel.#617-727-4900 W 406 or 1-977-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.rau-,gov/dia gov/dia June 30, 2014 Mr. Jeffrey Lauzon Building Inspector Town of Barnstable Subject: Building intent of use for new barn/garage located at: 359 Santuit Road, Cotuit, MA 02635 Dear Mr. Lauzon, My intended use for the above referenced building is to use the basement for the parking of vehicles. The first floor will be used as a work/hobby shop and storage area. The second floor will also be used for storage. The intent of the two floor design was to aesthetically match and enhance the main house which is existing. The ending lot topography required me to put the parking/garage area in the basement. Please call me if you require additional information. Very truly, Robert Benedetto Property owner MHB MHB (fid) (fnd) o s \\ EDGE OF — � I G�+65�P�' � �o ��� 1� I I► �/ I t 1 RJ o A N T U l T ROADUND C I ��% PUBLIC wA° N Z N22'44'55'14 IF }, G���\G 's' ' w SURVEY nE UAtF dh Up '%' ! L, LIMIT OF `"'dy �`�O Jli��01�0 RESTRICTION AREA `.` ;CBdisc UPLAND % N �% APPROXIMATE MEAN HIGH sag On WATER LINE 9 �pasjA� IAJ 5� �� � U�,1j � ! ,,� boo �•F' B�Op�� 2/ !� a ��. N •� SALT � i Saks?9' �, 4/ /CL 6 2:*& MAR AREAS Q Ci� C NN4 O ASSESSOR's I I CI-co m SALTMAP 20 PARCEL 3 i I MARSH �+� ` 359 SANTUIT ROAD AREA RESTRICTION AREA=22,445t S.F. : EXCLUDING RESiRICT10N AREA=49 026t S.F. SHE I i TOTAL=71 47 f 1 S.F. 246 t 5 38, 56W I N7538 25 W i MAP 20 PARCEL 2 22 SAY ROAD (fids a I. N/F JOAN E. LYNCH CONSERVATION DEED BOOK 15373 PAGE 170 RESTRICTION AREA A c-- NOTES: �-+ B A Y - PRIVATE R 0 A D 1.) RIGHTS BELOW MEAN HIGH WATER LINE NOT DETERMINED FOR THE PURPOSE OF THIS PLAN. 2.) WETLAND RESOURCE AREAS SHOWN HEREON COMPILED FROM APPROVED DESIGN PLANS. DRAFT COPY z PREPARED BY CONSERVATION RESTRICTION AREA BAXIM NU ENGNEERIlVG& SURVEYING EXHIBIT PLAN lommmummummwmw ' ASSESSOR'S MAP 20 PARCEL 3 Registe>�P�rofe�io�alEngin�sandLandSurveyors 78 NoA Sftd 3W 359 SANTUIT ROAD — COTUIT MA F1ocr,Hyannis,ll�assachasts M602 Fhone-(508).771-7�2 Fax-(508)771-7b22 �a2/ts/2013 tt�,tt ff.so n�a�rNc r� SGLE t•=86' GEC.eY:So 1 OF 1 PR m NO.:w-,m t a S!#B t �� �`� � �� � 4_� October 6, 2009e0�..J + Robert McKechnie Building Inspector Town Office Building 200 Main Street Hyannis, MA 02601 r Subject: Permit#SE3-4203 Project Barn Foundation Dear Robert, Due to the topography that I ended up with for the detached barn, it made a lot more sense both aesthetically and financially, to put in a full foundation. To accomplish this change I had my structural engineer design a new floor system to accommodate the full foundation. Please note that there are no other changes to the barn structure (which is currently permitted). I have enclosed one original and three copies of these changes for your review and files. Please call or email me if you would like additional information or clarification. Very truly yours, Robert Benedetto 359 Santuit Road Cotuit, MA 02635 Phone: 949-413-0799 Email: Robert.benedetto cox_net Enclosure Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial 00, Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 EazuW-Swansonstructuralcom �K- 4� AfCD —4 7 ........... Q, Z .. .......... !............ 4o . , ............... -'A P" S\, RAI ........... VA 'YJis 4!LJQJ)M- -5� J N POOP; PA) 4 I-LAAC Job Name-6&4(46' 64s 9,M aj 7- Jab Number LocationLocation - 359 SA-Alruf.7- P-1). -(!f.D ry i r, Sheet —Of 5- Client 67,4/e-D 6rTo By Date Swanson Structural Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul@SwansonStructuraLcom no L41 . . ...... . ............ F • '4` 7W C, ^;L) 2 40 Vf4so S ................ V1 v.I "7 :' 'UC Nlo 5 334 .......... ko .......... ................. (_O . ..... ..... Job Name Job Number Location Sheet 2- of 5- Client By Date 1064ZO9 Swl nson Structural, inc. Engineering Services Paul W.Swanson,P.E. commercial 116 Forest Street residential Franklin,MA 02038-2579 Phone 508-520-1333 heavy timber Fax 508-520-1334 PauM—wansonStructural.com -01- _2 4�t T PT 2x6 S L .......... ...... 5. ........... .......... Cr ------ ......... Tom;V ro X 2, -0 T A r —0 _W .......... ...... ......... .......... ...................... V Q1 7- -9 A- 7a;AIL� O)U Of .......... .......... _4 ......... ki A4 r L[L' ,:z p 2 41 - Job Name Job Number 3 -tIE : Location Sheet of Client BY Date A94 S �19 Swanson Structural Inc. E Paul W.Swanson,P.E. Engineering Services commercial 116 Forest Street residential Franklin,MA 02038-2579 heavy timber Phone 508-520-1333 Fax 508-520-1334 j ............ P44f A LL tv, ........... —j X po '0 ---- ------- ........... ........ oP `off ' 470/v 67. .......... 149T4 M r TO ........... ka ico-ia� ...........- j? A.11 IVA Z pqa LA to ..364 J 5,0 J A 12.," -T- 01-n n ........... ........... Job Name Job Number Location Sheet —of. Client By Date 0 J. 1-9 BeamChek v2.4 licensed to:Swanson Structural, Inc. Reg#2308-64482 Garage 359 Santuit Rd Cotuit Basement Garage Door Hdr. job 3396 Date: 10/27/09 Selection W 10x 49 50 ksi Wide Flange Steel Lateral Support at: Lc=9 ft max. Conditions Actual Size is 10 x 10 in., Min Bearing Length R1= 1.2 in. R2= 1.2 in. DL Defl 0.30 in Suggested Camber 0.44 in Data Beam Span 16.5 ft Reaction 1 LL 10395#. Reaction 2 LL 10395# Beam Wt per ft 49.0# Reaction 1 TL 21970# Reaction 2 TL 21970# Bm Wt Included 809# Maximum V 21970# Max.Moment . 90625'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/352 LL Max Defl L/360 LL Actual Defl L/744 Attributes Section(in Shear(in TL Defl in LL Defl Actual 54.60 3.39 0.56 0.27 Critical 32.95 1.10 0.83 0.55 ' Status OK OK OK OK Ratio 60% 32% 68% 48% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments. YP Factor, Lc 0.66 0.40 Loads Uniform LL:600 Uniform TL: 1560 =A Par Unif LL Par Unif TL Start End H=160 0 16.5 480 1=624 0 16.5 180 J=270 0 16.5 OV Uniform Load A 3 .x-:=; R1 =21970 R2=21970 � z / SPAN= 16.5 FT Uniform and partial uniform loads are Ibs per lineal ft.. 339� s�5 TO.i N v , r { ) r o PRL. 46T.f L_NhI K00 . �-- - o s x - �17 -- t tw-lip 1 - 5 1 ( I FOB . _ 1 is 15c G .Or-r WkLL DLl AT.f -o PL 3/ it ' , ,, -- -- `16 - � t OF 3 .. IF> T T O goSibef-I&C CbTll ! I - h' n {{ _ /� - 1 ter-oei : - .. I.._ _. ` v-- 1 6_12 FFG�7"TOP�T �:G � . : I , _ -- - O Svtl Ti a v a_ 611 p v It FM + HsS 5X5 P �- r--i __ _ -------------- _. a-r U T, vN _. ----------- .. _. _ _.._.. A _ , .. ..._.. _ o : 'iP 51 .Tct� �� �. �, 10 _ TOP o(= rtip. C—LPV 1� rou 10rl t { q °SHELF kn aLN -MIEN �.. !� G i RIB .. . .-:.... . �J Tc? !rz Q M T TO To. F C:.® TLJ IT . ri-A Regulatory Services ; THE Richard V.Scali,Interim Director Building Division i Tom Perry,Building Commissioner y� MAM $' 260 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE: ..: ! 0 c- —U 3 f^ ` village JOB I : ATION street ' number , YLe���L I "HOMEOWNER":—1'z� ed e work phone# home phone if name CURRENT MAILING ADDRESS: O2 G G'�j t•� state yip code city/town s ix The current exemption for"home__owners"was extended to possess a li ense,cu olvid,d that the Owner units ts as sup rvisoor.all ow homeowners to engage an individual for hue who does DEFINITION OF HOMEOWNER Or two Person(s)who owns a part el of land on which he/she resides or intends to reside,on whines. Ae is, son intended constructs�more ethan one family dwelling,attached or detached structures accessory'to such use and/or farm strut on a two-year period shall not be considered a homeowner. Such`h smehown k'shall wed t to rmthe buildin 2prmitl (Section w home m a y P acceptable to the Building Official,that he/she shall be remonsible for a - 109.1.1) dersi ed"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, The un gn bylaws,rules and regulations. "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection The undersigned Tsig' . quirements and that he/she will comply with said procedures and requiremen .Homeowner- Appioval of Building Official p Code dwellingscontaining 35,000 cubic feet or larger will be required to Comply with the State Building Note: Three-family Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing o );provided that.if the homeowner for which Supervisorsh a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensingf c engages a person(s)for hire to do such work,that such Homeowner shall.act as supervisor." rs Section 2.15) This lack of awareness often - Man homeowners who..use this exemption are unaware that n Su tervisore assuming the responsibilities of a supervisor Y. (see Appendix Q,Rules&Regulations for Licensing Construction p our Board nlicens erg results in serious problems,.particularly when the homeowner d Ss uervisore The homeowner acting s Supervisor is t proceed-:against the unlicensed person as it would with a license p ultimately responsible. To ensure-that the homeowner is fully'aware of his/her responsibilities,he responsnb ties of a Supery sor. On the last ties require3 as part of the .permit application,that the homeowner certify that he/she'understands. ' issue is a form currently used by several towns. You may care t amend and adopt such aform/certification for use in. of this your community. Q:\WPFILES\FORMS\building permit fOrms\EXPRESS.doc Revised 061313. C3 °�TME Town of Barnstable Regulatory Services r IX � Richard V.Scali,Interim Director z63q. �0 +" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must 7 Complete and,Sign This Section If Using ABuilder-�' � , as Owner of the subject property hereby authorize to act on ray behalf, in all matters relative to work authorized by this building pemut (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date WORM&OWNMEPMSSIONPOOLS 10113 . Avg Boise Cascade Double 1-3/4" x ll-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam01 Dry 1 span No cantilevers 0/12 slope Tuesday, June 03,2014 BC CALC®Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\BeamO1 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396,. U 10-00-00 B0 B1 Total Horizontal Product Length=10-00-00 Reaction Summary(Down/Uplift) (Ibs) .Bearing Total BO 2,400 B1 2,400 Live Dead Snow Wind Roof Live Trib.. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(Ib/ft12) L 00-00-00 10-0040 40 12 09-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input:must Pos. Moment 5,753 ft-Ibs 27% 100% 1 05-00-00 be verified by anyone who would rely on End Shear 1,845 Ibs. 23.4% 100% 1 01-01714 output.as evidence~ f suita lityfor Total Load Defl. U999(0.102") n/a n/a 1 05-00-00 particular application.Outp here based Live Load Defl. U999 0.076" n/a n/a 2 05-00-00 on building code-accepted-design ( ) propeties and analysis me(hods. Max Defl. 0:102" n/a n/a 1 05-00-00 Installation of BOISE engineered wood Span/Depth 9.9 n/a n/a 0 00-00-00 products must be in•accordaibce with current Installation-Guide and applicable 0 o building codes.To Installation Guide /o Allow /o Allow. , Bearing Supports Dim.(L x V1) Value Support Member ' Material or ask questions,please caljP (800)232-0788 before installation.\n\hBC` BO Hanger. 2"x 3-1/2" 2,400 Ibs n/a 45.7% Hanger CALC®,BC FRAM'ER®,Aas- B1 Hanger 2"x 3-.1./2" 2,400 Ibs n/a .45.7% Hanger ALLiblST®,BC,RI�1A BOAdDT' BCIG, BOISE GLULAMTT.,-SIMPL`a FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum U240 Total load deflection criteria. PLUS®,VERSA-RIME 9 ( ) VERSA-STRAND®,VERSA-STUDS are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. - Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram a p�ZH OF MgSs PAULW. q°yam c SWANSON l o STRUCTURAL ,1 • q o.3533�0 �Q 9 �N6 a minimum=2" c= 7-7/8" NA b minimum=3" d=24" 3 Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam02 Dry 1 span ( No cantilevers 1 0/12 slope Tuesday, June 03,2014 BC CALC®Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\Beam02 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396 18-02-00 BO B1 Total Horizontal Product Length=18-02-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO, 3-1/2" 2,471 B1, 3-1/2" 1,093 Live Dead Snow Wind Roof Live Trib. " Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 18-02-00 40 12 01-00-00 2 . Beam01 at bearing ... Conc. Pt. (Ibs) L 04-00-00 04-00-00 1,800 600 - n/a Disclosure Y Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 8,804 ft-Ibs 41.4% 100% 1 04-00-00 be verified by anyone who would rely on End Shear 2,389 Ibs 30.3% ' 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. U479 (0.443") 50.1% n/a 1 08-03-14 particular application.Output here based Live Load Defl. U676(0.315") 53.3% n/a 2 08-03-07 on building code-accepted design u properties and analysis methods. Max Defl. 0.443 44.3/o n/a 1 08-03-14 Installation of BOISE engineered wood Span/Depth 17.9 n/a n/a 0 00-00.-00 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 3-1/2"x 3-1/2" 2,471 Ibs 47.5% 26.9% Spruce Pine Fir (800)232-0788 before installation:\n\nBC B1 Wall/Plate 3-1./2".x 3-1/2" 1,093 Ibs 21.0% 11.9% Spruce Pine Fir CALC BC FRAMER®,AJS Tm - P ALLJOI ST®,BC RIM BOARD ,BCI®; BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEMS,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-STRANDS,VERSA-STUDd are g ( ) trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less:than 1/8"were ignored in the results. OF 114,ASs9Cy PAULW. g SWANSON STRUCTURAL Cn 0.3533�aQ �Q ON Page - J Page 1 of 2 Boise Cascade Double 1-3/4" x 11-7/8 VERSA-LAM® 2.0 3100 SID Floor BeamlBeam02 Dry 1 span No cantilevers 1 0/12 slope Tuesday, June 03, 2014 BC CALCO Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\Beam02 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E.; City, State, Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc.' Code reports: ESR-1040 Misc: job 3396 Connection Diagram �{b d a _ a minimum = 2" c=7-7/8" b minimum =3" d =24" 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. Connectors are: 16d Sinker Nails Page 2 of 2 i i®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlBeam03 Dry 1 span No cantilevers 1 0/12 slope' Tuesday,June 03, 201-4 BC CALCO Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\Beam03 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc.', Code reports: ESR-1040 Misc: job 3396 3 09-06-00 BO B1 Total Horizontal Product Length=09-06-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO, 3" 3,783 B1, 3" 3,783 Live Dead Snow Wind Roof Live Trib. Load Summary ; Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 09-06-00 40 12 01-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 09-06-00 80 n/a 3 Ceiling Unf.Area(lb/ft^2) L 00-00-00 09-06-00 10 10 12-00-00 4 Roof Unf.Area(Ib/ft^2) L. 00-00-00 09-06-00 15 30 12-00-0.0 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 8,290.ft-Ibs 34.4% 115% 3 04-09-00 be verified by anyone who would rely on End Shear 2,953 lbs 27.1% 115% 3 01-00-08 output as evidence of suitability for Total.Load Defl. U661 (0.166") 36.3% n/a 3' ` 04-09=00 particular application.Output here based Live Load Defl._ U999.(0,081") n/a n/a 6 04-09-00 on building code-accepted design u properties and analysis methods. Max Defl. 0.166„ 16.6/o n/a 3 04-09-00 Installation of BOISE engineered wood Span/Depth 11.5 n/a n/a 0 00-00-00 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"x 5-1/4" 3,783 Ibs 33:1% 32% Spruce Pine Fir (800)232-0788 before installati n.\n\nBC CALCO,BC FRAMER®,AJS , B1 Post 3"x 5-1/4 .3,783 Ibs, 33.1% 32% Spruce Pine Fir ALLJOISTO,BC RIM BOARDT",BCIO,. BOISE GLULAMTTM,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum,(U240)Total load deflection criteria: PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are Design meets.Code minimum(L/360) Live load deflection criteria:. trademarks of Boise Cascade wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced: Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results: OF M4ss9 PAULW. ctiG SWANSON ® o STRUCTURAL A o.3533 o Q FSSIpN E Page 1 of 2 ®Boise cascade Triple 1-3/4" x 9-1/2"VERSA-LAM® 2.0 3100 SP Floor BeamlBe=03 Dry 11 span I'No cantilevers 1 0/12 slope Tuesday, June 03,2014 BC CALCO Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: , New Barn Description: Designs\Beam03 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State, Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396 Connection Diagram b d a o o e 0 0 0 a minimum=2" c=4-1/2„ b minimum= 3" d=24 - e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails - Page 2 of 2 Bake Cascade Triple 1-3/4" x 14" VERSA=LAM® 2.0 3100 SP Floor BeamlBeam04 Dry 1 span No cantilevers 1 Oil 2 slope Tuesday,June 03, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\Beam04 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State, Zip:Cotuit, MA 02536 Designer: Customer:: Bennedetto, Robert Company: . Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396 3 i. i 1 a a 16-09-00 BO B1 Total Horizontal Product Length=16-09-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Total " BO, 3" 7,750 B1, 3" 7,750 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft"2) L 00-00-00 16-09-00 40 12 01-00-00 . 2 Walls Unf. Lin. (lb/ft) L 00-00-00 16-09-00 160 n/a 3 Ceiling Unf.Area(lb/ft"2) L 00-00-00 16-09-00 10 10 12-00-00 4' Roof Unf.Area(Ib/ft"2) L 00-00-00 .16-09-00 15 30 12-00-00 5 1 st floor Unf.Area(lb/ft"2) L 00-00-00 16-09-00 40 12 01-00-00 Disclosure Controls Summary_ Value. %Allowable. Duration Case Location Completeness and accuracy of input must Pos. Moment 31,013 ft-Ibs 61.9% •115% 3 08-04-08 be verified by anyone who would rely on End Shear 6,438 Ibs - 40.1% 115% 3 01-05-00 output as evidence of suitability for, Total Load Defl. U315 (0.623") 76.1% n/a 3 08-04-08 particular application.Output here based Live Load Defl. U694 0.283" 51.8% n/a 6 08-04-OS on building code-accepted design ( ) properties and analysis methods. Max Defl, 0.623. 62.3% n/a 3 08-04-08 Installation of BOISE engineered wood Span/Depth 14 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports ' Dim.(L x 1N) Value Support Member Material or ask questions,please call BO Post 3 x 5-1/4 7,749 Ibs 67.9% . 65.6% Spruce Pine Fir (800)232-0788 before instal lation.\n\nBC CALC®,BC FRAMER®,AJS , B1., ; Post 3"x 5-1/4"" 7,749 Ibs 67.9% 65.6% Spruce Pine Fir ALLJOIST®,BC RIM BOARD-,BCI®; BOISE GLULAMTM,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®,.. VERSA-STRAND®,.VERSA-STUD®are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Cascade wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. OF Mgss Deflections less than 1/8"were ignored in the results: 02 PAULK. tiG SWANSOId m o STRUCTURAL A 9 No.35334Q N Page 1 of 2 i ®Boise Cascade Triple 2 x 10 SPF #2 floor Beam\Beam05 Dry 1 span I No cantilevers 1 0/12 slope Tuesday, June 03,2014 BC CALC@ Design Report-US Build 2627 File Name: BC 3396.rev 06-03-14 Job Name: New Barn Description: Designs\Beam05 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Cotuit, MA 02536 Designer: Customer: Bennedetto,Robert Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 3396 41 2 i S i 4 3 j 03-06-00 � B0 61 Total Horizontal Product Length=03-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO Y 1,599 d• . B1, 3" 1,599 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft12) L 00-00-00 03-06-00 40 12 01-00-00 2 Walls Unf. Lin. (lb/ft) L 00-00-00 ° 03-06-00 160 . n/a 3 Ceiling Unf.Area(lb/ft^2) L 00-00-00 03-06-00 10 10 12-00-00. 4 Roof Unf.Area (lb/ft^2) L 00-00-00 03-06-00 15. 30 12-00-00 5 1st floor Unf.Area(lb/ft"2) L 00-00-00 03-06-00 40 12 01-00-00 Disclosure Controls Summary .. Value %Allowable ;Duration, Case Location Completeness and accuracy of input must Pos.Moment 1,115 ft-Ibs 18.8% 115% 3 01-09-00 be verified by anyone who would rely on End Shear 666 Ibs 15.5% 115% 3 01-00-04 output as evidence of suitability for Total Load Defl. U999 (0.005") n/a n/a 3. 01=09=00 particular application.Output here based Live Load Defl. U999 (0.002") n/a n/a 6•"' 01=09-00 on building code-accepted design Max Defl. 0.005" n/a n/a' 3 01-09-00 properties and analysis methods. Installation of BOISE engineered wood Span/Depth .. 4.1 n/a n/a 0 00-00-00 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"x 4-1/2" 1,599 Ibs., 16.3% 27:9% Spruce Pine Fir,@00)232-0788 before insiallation0n\nBC CALC®,BC FRAMER@,AJS , B1 Post 3"x 4=1/2" 1,599 Ibs 16.3% 27.9% Spruce Pine Fir ALLJOIST@,BC RIM BOARDT"',BCI@, BOISE GLULAMT"",SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets.Code minimum(U240).Total load deflection criteria, PLUS@,VERSA-RIM@, g VERSA-STRAND@,VERSA-STUD®are Design meets Code'minimum(U360) Live load deflection'criteria. trademarks of Boise Cascade wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced: Design based on Dry Service Condition. ��A OF MgsS The'analysis of solid sawn wood members is in accordancewith the NDS and is limited to the P� output shown above.• All other support and design for these jiroducts, including but not o��� PAUC W.' 9�,yG limited to notching, connections, installation, and engineer/architect certification is the SWANSON R, responsibility of the project's design professional of record. Z , Deflections less than 1/8"were ignored in the results.. ® STRUCTURAL c o.3533 D/ N L�N�\ Page 1 of 1 �/ , ®Boise Cascade Triple 1-3/4" x 9-1/2"VERSA=LAM® 2.0 3100 SP Floor BeamlBeamH Dry 11 span I No cantilevers 1 0/12 slope Tuesday, June 03, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 - Job Name: New Barn Description: Designs\Beam06 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip: Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396 4 1 I 3 I f 1 V os-os-oo BO B1 Total Horizontal Product Length=09-09-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 3" 4,478 B1, 3" 4,478 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End. 100% 90% 115% 160% 125%. 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 09-09-00 40 12. 01-00-00 2 Walls Unf. Lin. (lb/ft) L 00-00-00 09-09-00 160 n/a 3 Ceiling Unf.Area(lb/ft^2) L 00-00-00 09-09-00 10-7 10 12-00-00 4 Roof Unf.Area (lb/ft"2) L 00-00-00 09-09-00 15 30 12-00-00 5 1st floor Unf.Area(lb/ft^2) L 00-00-00 09-09-00 40 12 01-00-00 Disclosure Controls Summary Value %Allowable.Duration. Case Location Completeness and accuracy of input must Pos. Moment 10,090 ft-Ibs 41.9% 115% 3 04-10-08 be verified by anyone who would rely on End Shear 3,521 Ibs 32.3% 115%. 3. .F : 01-00-08 output as evidence.of suitability for Total Load Defl. U529(0.213") 45.4% n/a 3 04-10-08 particular application.Output here based ` Live Load Defl. U999(0.097") n/a n/a 6 = .04-10-08 on building code-accepted design Max Defl. 0.213" 21.3% n/a : 3 04-10-08 properties and analysis methods. Installation of BOISE engineered wood Span Depth . 11.8 n/a n/a .0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x VIA Value Support Member ' Material or ask questions,please call BO Post .3"x 5-.1/4" 4,477 Ibs 39.2% 37.9% Spruce Pine Fir (800)232-0788 before installati n.\n\nBC.; CALC®,BC FRAMERS,AJS , .'B1 Post '5"x 5-1/4"* 4,477 lbs 39.2% 37.9% Spruce Pine Fir ALLJOISTO,BC RIM BOARD'"'',BCIO, BOISE GLULAMT"',SIMPLE FRAMING Notes 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-STUDd*are 9 ( ) trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced: Design based on Dry Service Condition. OF Deflections less than 1/8"were ignored in the results. MAss9 o PAULW oy " SWANSON , o STRUCTURAL co 0.35334 ss,ON EN Page 1 of 2 I , T Boise Cascacle Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBe=06 Dry 1 span No cantilevers 1 0/12 slope Tuesday, June 03,2014 BC CALCO Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\Beam06 Address: 359 Santuit Road Specifier: . Paul W.Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company:' Swanson Structural, Inc Code reports: ESR-1040 Misc: job 3396 Connection Diagram b d a o o c e o a o a minimum=2" c=4-1/2 b minimum = 3" d=24" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 I ®Boise Cascade Single 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBearnH Dry 11 span No cantilevers 1 0/12 slope Tuesday, June 03,2014 BC CALCE Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\Beam08 Address: 359 Santuit Road Specifier:. Paul W. Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer. Customer: Bennedetto, Robert Company: Swanson Structural, Ina .' Code reports: ESR-1040 Misc: job 3396 10 u yy 18-06-00 BO B1 Total Horizontal Product Length=18-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Total BO, 3-1/2" 2,426 13:1, 3-1/2" 1,043 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 1 st floor Unf.Area (lb/ft"2) L 00-00-00 18-06-00 40 12 01-00-00 2 Beam07 at bearing ... Conc. Pt. (Ibs) L '04-00-00 04-00-00 1,800 575 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 8,673 ft-Ibs 59.7% 100% 1 04-00-00 be verified by anyone who would rely on End Shear 2,340 Ibs 50.3% 100% 1 01-05-08 output as evidence of suitability for Total Load Defl. U393(0.551") 61.1% n/a 1 08-05-08 particular application.Output here based Live Load Defl. U536 (0.404") 67.1% n/a 2 08-05-04 on building code-accepted design properties and analysis methods. Max Defl: 0.551". 55.1% n/a 1 08-05-08 Installation of BOISE engineered wood Span/Depth 15.5 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %oAllow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 1-3/4" 2,426'lbs' 93.2% 52.8% Spruce Pine Fir (800)2D,BC s before installatiTon.\n\nBC B1 Wall/Plate. 3-1/2 x 1-3/4" 1,043 Ibs 40.1 /0 22.7/o Spruce Pine Fir ALL OI TO FRAMERS AR - �� � o o p ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEM@,VERSA-LAME,VERSA-RIM Design meets Code minimum U240 Total load deflection criteria. PLUS®,VERSA-RIME, g ( ) VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum(U360) Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria.. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were.ignored'in the results OF sgCti PAU L Vr G SWANSON m STRUCTURAL c, co o No.353 40 Page,1 of 1 Boise Cascade Single 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBeamW Dry 1 span No cantilevers 1 0/12 slope Tuesday, June 03, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\13eam07 Address: 359 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer: .. Customer: Bennedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc job 3396 i _ BO 10-00-00 B1 Total Horizontal Product Length=10-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Total BO 2,376 B 1 2,376 Live Dead Snow. Wind Roof.Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 1 st floor Unf.Area(lb/ft^2) L 00-00-00 10-00-00 40 12 09-00-00 Disclosure Controls Summary value %Allowable Duration Case ` Location Completeness and accuracy of input must Pos. Moment 5,694 ft-Ibs 39.2% 100% 1 05-00-00 be verified by anyone who would rely on End Shear 1,742 Ibs 37.4%: 100% 1 01-04-00 output as evidence of suitability for Total Load Defl.. U999 (0.123") n/a n/a 1 05-00-00 particular application.Output here based Live Load Defl. U999 0.093" n/a n/a 2 05-00-00 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.123" n/a n/a 1 05-00-00 Installation of BOISE engineered wood Span/Depth 8.4 n%a n/a. 0. 00-00-00 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 (800)232-0788 before installation.\n\nBC BO Hanger. 2"x 1-3/4 21375 Ibs n/a 90.5%, Hanger ? CALC®,BC FRAMER@,AJSTM',: . B1 Hanger 2"x 1-3/4" :2,375 Ibs n/a 90.5% Hanger ALLJOIST®,BC RIM BOARD?"',BCI®, BOISE GLULAMTM',SIMPLE FRAMING . Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code.minimum U240 Total load.deflection criteria, PLUSH- VERSA-RIM®, g ( ) VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360) Live load deflection criteria. '` trademarks of Boise Cascade Wood. Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design.based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. _IM OF N440 PAUL Vv SWANSON T STRUCTURAL 0.35334 S/OMA Page 1 of t TBoise cascade Single 14" AJS® 20 JOISN01 Dry 1 span I No cantilevers] 0/12 slope Tuesday, June 03, 2014 BC CALCO Design Report-US 16 OCS Repetitive Glued&nailed.construction Build 2627 File Name: BC 3396 rev 06-03-14 Job Name: New Barn Description: Designs\JO1 Address: 350 Santuit Road Specifier: Paul W. Swanson, P.E. City, State,Zip:Cotuit, MA 02536 Designer: Customer: Bennedetto, Robert Company: Swanson Structural, Inc: Code reports: ESR-1144 Misc: job 3396 Em WON 18-00-00 BO B1 Total Horizontal Product Length=18-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Total BO, 4-1/4" 631 B1 618 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start. End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 18-00-00 40 12 16 Disclosure controls Summary Value %Allowable. Duration Case Location Completeness and accuracy of.input must Pos. Moment 2,686 ft-Ibs 50.7% 100% 1 09-01-02 be verified by anyone who would rely on End Reaction 618 Ibs 59.8% 100% 1 18-00-00 output as evidence of suitability for End Shear 606 Ibs 33.8% 100% 1 00-04-04 particular application.Output here based Total Load Defl. U852 0.248" 28.2% n/a 1 09-01-02 on building code-accepted.design ( ) properties and analysis methods. Live Load Defl. U1,107 (0.191") 32.5% n/a 2 09-01-02 Installation of BOISE engineered wood Max Defl. 0.248" 24.8% n/a 1 09-01-O2 products must be in accordance with Span/Depth 15.1 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(ILx w) Value Support Member Material (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER@,AJST"^, BO Wall/Plate 4-1/4"x 2-1/2" 630 Ibs 10.5% 50.4% Southern Pine ALLJOISTO.,BC RIM BOARDI',BCIO, B1 Hanger 2"x.2-1/2 618 Ibs n/a 59.8% Hanger BOISE GLULAM-,SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM@, Notes Design meets Code minimum L/240 Total load deflection criteria. VERSA-STRANDS,TRf Bois VERSA-STUDd are 9 ( ) trademarks of Boise Cascade Wood Design meets Code minimum(L/360) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum.total load deflection criteria: Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and,nailed to member. Design based on Dry Service Condition.. Deflections less than 1/8"were ignored in the results. SN OF 4440 o PAUL ter cy1% SWANSOt, v STRUCTURAL 9 .35334 S/ONA �N 60 Page 1 of 1 BeamChek v2011 licensed to:Swanson Structural, Inc. Reg# 1194-67550 Rob't Bennedetto Barn Basement Steel Beam job 3396 Date: 5/23/14 Selection W 14x 48 50 ksi Wide Flange Steel Lateral Support: Lc=7.2 ft max. Conditions Actual Size is 8 x 13-3/4 in. Min Bearing Length R1= 1.4 in. R2= 1.4 in. (1.0) DL'Defl= 0.31 in Recom Camber=.0.46 in Data Beam Span 23.5 ft Reaction 1 LL 17273# Reaction 2 LL 17273# Beam Wt per ft 48.0# Reaction 1 TL 24428# Reaction 2 TL 24428# Bm Wt Included 1128# Maximum V 24428# Max Moment 143516'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/270 LL Max Defl L/360 LL Actual Defl` . L/382 Attributes Section (in') Shear(in?). TL Defl(in)' 'LL Defl Actual 70.30 4.69 1.04 O34 Critical 52.19 1.22 1.18 0.78 Status OK OK OK OK Ratio 74% 26% :89% 94% Fb psi ° Fv(psi) E(psi x mil Values Ref.Value Fy 50000 50000 29.0 Adjusted Values 33000 20000 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:720 Uniform TL: 936 =A Par Unif LL . Par Unif TL Start End H=120 0 23.5 750 I=975 0. •23.5 L Uniform Load A H OF M4s61 o� PAU L W cG 0 0 SWANSON m o STRUCTURAL H R1 =24428 R2=24428 SPAN =23.5 FT A 9 3533 0 Uniform and partial uniform loads are Ibs per lineal ft. ss/ON ��3 /4 T June 30 2014 Mr. Jeffrey Lauzon Building Inspector Town of Barnstable Subject: Additional information requested 359 Santuit Road, Cotuit, Ma 02635 Garage/Barn Dear Mr. Lauzon, Per your request please find enclosed a revised North elevation drawing of my garage/barn. As we discussed, it shows the basement garage area as well as the above work shop and storage area and associated property grades and elevations. Also enclosed is a description of the design intent and use of the barn/garage. If you would like additional information or clarification please call me at your earliest convenience. Very truly yours, 2 � p Robert Benedetto Property owner Enclosure: drawing and letter "'SwimsOn Structural, Inc._ .,Paul W.Swanson,P.E. Engineering Services 116 Forest Street M '! commercial ; ,r `�,� Franklin, A 02038-2579 residential ^ Phone 508-520-1333 heavy timber a Fax 508-520-1334 Paul(arr7SwansonStructural.com + i 41 T 4D -- C oGvGReTC WA-L& , -6 Ay p't �0ITDA h ��� - - 8 gip• �D_ 2�•,_: ' _ — !d/r,4�N - , , il �! E 14E�F P r-2x -sic �; q11 - -A, 3— i A4/ :/ / / S/O g l f i i 36 f i } I ; i r � r 10 i ryM -CC i � !CO F PALIL VW: e-_ a--- I — -( i N • 353304 i i i i � ' � ' � i ' � 3 • I I Job Name /V li r.t�G S�/�N®�Il/�j C; E Job Number Location 359 s�X;) r tZ Q. c 0 nL4 r Sheet ( of 7 Client 130 r 1V E.Q ern . By �Lt/S � Date O D pERr� oT. : sr -S - 42v3 f `Swanson Structural, Inc. ` . _ `'Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 " residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pauj@,KwansonStructural.com �CA / > XS/:� _...44_v_E Goq D ,-- _ .. - E I r- , /g �4J5 Zc��Frl�"; _ NbN toMBtJyTlA 1 � i� '— - V - ;-- - - 2 � yin /4��Al. ! t gEi¢N1 D<o BE,gM C7 7 _! J, - F Lj 31 ; i t 1 i t ; ; i . •: • i 1 Vc.'4en.pnr ._-. Jfra of 71 qN , �5o lcs - # i 1 _D6 - i 24 I— r-- - : !O .,y t • t^ i i < _._..— _ ( , s.._- _ o_. a ( i ! , Job Name r Job Number 3 �/h Location Sheet 2 of !- Client By A/S Date. .11301,99 `1 OISE- Double 11-7/8" AJS® 20MSR "' Joist1J01 BC CALCO 2.0 Design Report-US 2 spans I No cantilevers 10/12 slope Wednesday, September 30, 2009 09:45 Build 287 16"OCS I Repetitive i Glued&nailed construction File Name: BC 3396 Job Name: ' , New Free Standing Garage Description: J01 ,4 Address: 359 Santuit Rd. Specifier: City, State,Zip: Cotuit, MA - Designer: Customer: Benedetto,Robert Company: ' Swanson-Structural, Inc. - Code reports: ESR-1144 Misc: job 3396 � y tt3 �t `; r x , 12-00-00 IN 12-00-00 130,4-1/4" B1,3-1/2 B2,4-1/4„ LL 2,092 Ibs LL 2,660 Ibs LL 2,092 Ibs DL 62 Ibs DL 195 Ibs DL 62 Ibs Total Horizontal Product Length=24-00-00 . Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%. 90% 115% '133% 125% OCS 1 Garage Floor Unf.Area(psf) Left 00-00-00 24-00-00 50 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,232 ft-Ibs 48.1% 100% 127 2-Internal Completeness and accuracy of input must. Neg. Moment -2,569 ft-Ibs 29.2% 100% 128 1 -Right be verified by anyone who would rely on End Reaction 2,150 Ibs 88.5% 100% 124 1 -Left output as evidence of suitability for Int. Reaction 2,852 Ibs 59.7% 100% 126 1 -Right_ particular application.Output here based Cont. Shear 2,572 Ibs 86.3% 100% 126 1 -Right on building code-accepted design, 9 properties and analysis methods. Uplift 137 Ibs n/a 128 1 - Left Installation of BOISE engineered wood Total Load Defl. U1,266(0.111") 19.0% 127 2 products must be in accordance with Live Load Defl. U1,307 (0.108") 36.7% 127 2 current Installation Guide and applicable Total Neg. Defl. " -0.036" 7.1% 125 2 building codes.To obtain Installation Guide Max Defl. 0.111" 11.1% or ask questions,please call 127 2 Span/Depth 11.8 n/a 1 (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS'"', %,Allow %,Allow ALLJOISTO;BC RIM BOARDT B09), Bearing Supports Dim (L x W) Value Support Member Material BOISE GLULAM- SIMPLE FRAMING BO Wall/Plate 4-1/4"x 5" 2,155 Ibs, 23.9% n/a Spruce-Pine-Fir SYSTEM@,VERSA-LAM@,VERSA-RIM VERSA-RIB1 Beam 3-1/2"x 5". 2,855 Ibs 21.8% n/a Versa-Lam 1.7. PLUS@, VERSA-STRANDS, VERSA-STUD®are B2 WaIVPlate 4-1/4"x 5" 2,155 Ibs 23:9% h/a Spruce-Pine-Fir trademarks of Boise Wood Products, ". L.L.C. Cautions Uplift of 137 Ibs found at span 1 -,Left.` ' Notes �1 ` OF /.Y Design meets Code minimum(U240).Total load deflection criteria. / Design meets User specified (U480) Live load deflection criteria. SWANSON Design meets arbitrary(1")Maximum load deflection criteria. + `• 'I� , �T.,. URAL 4 Composite El value based on 23/32"thick sheathing glued and nailed to joist. « "� 3 No. 35330 � w�� 'Garage Floor Analysis Notes �'!'S( Design Passes Residential Garage Floor Analysis,for a single car garage. f4AL The following Garage Surface and Sheathing Requirements apply: 2-Layers of 23/32"thick, Exposure 1,48/24,Rated CDX or Structural CDX sheathing. Joints should be staggered between layers,with both layers applied OR Single layer of 23/32"thick, Exposure 1,,48/24 Rated CDX or Structural CDX sheathing with face grain perpendicular to joists, plus a topping ; layer of 3"concrete reinforced with 6"x 6" 10/10 wire mesh. -Page 1 of 1 isoiSE" Triple 1-3/4" x 16"VERSA-LAM® 2.0 3100 SP* Floor Beam\Beam 06 BC CALC®2.0 Design Report-US 1 span No cantilevers (0/12 slope Wednesday,September 30,2009 09:45 Build 287 File Name: BC 3396 1 L Ur:- J?7 a EZs�j Job Name: New Free Standing Garage Description: Beam 0.6 Address: 359 Santuit Rd. -'Specifier:, t, (/S E S�� w to X 26 City, State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc.,. Code reports: ESR-1040 Misc: job 3396 aqe r s # o �. r HE 117 19-01-00 + "' BO,3-1/2" B1,7„ LL 7,047 Ibs LL 7,266 Ibs DL 1,913 Ibs DL 6,289 Ibs s SL-8,017 Ibs Total Horizontal Product Length=19-01-00 Load Summary Live Dead Snow Wind Roof Live Tag Description , Load Type Ref. Start End 100% - 90% 115% 133% 125% Trib. 1 Garage Floor Unf.Area(psf) Left 00-00-00 19-01-00 50 12 , . 15-00-00 2 Beam 01 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00* 4,316 8,017 n/a Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 40,067 ft-Ibs 71'5% 100% • 1 1 -Internal Completeness and accuracy of input must End Shear 7,411 Ibs 46.4% 100% 1 1.-Left be verified by anyone who would rely on Total Load Defl. U325(0.676") 73.8% `* 1 1 output as evidence of suitability for Live Load Defl. U414(0.532") 87.0% 1 1 particular application.Output here based Max Defl. 0.676" 67.6% . 1 on building code-accepted design properties and analysis methods. Span/Depth 13.8 n/a 1 ` Installation of BOISE engineered wood products must be in accordance with %Allow - %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support . 'Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 8,960 Ibs' n/a 65.0% Unspecified (8 ecifiied (8 ask questions,please call 00)232-0788 before installation. , 61 Post 7"x 5-1/4" 21,572 Ibs 0.6% 78.3% Steel, BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARDTm BCI®, BOISE GLULAMT''' SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(111)Maximum load deflection criteria: VERSA-STRAND®,VERSA-STUD®are • trademarks of Boise Wood Products, Connection.Diagram L.L.C. b d a , 0 o T a o c OF f � . . �-• ' \;A e o o o a �PAULW ' 5'} nUCFURAL v�` No.3S334 3 3. a minimum=2" ., e= 11" ,. . � b minimum=.3" d= 12" e minimum=311 Connection design assumes point load is'top loaded For connection design of`side-loaded' p 0 9 • 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 - 1 UWSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100 SP Floor BeamlBeam 07 BC CALCO 2.0 Design Report-US 1 span No cantilevers 0/12 slope- Wednesday, September 30, 2009 09:45 r� Build 287 a 'File Name: BC 3396 LV1--TDO, OW, Job Name: New Free Standing Garage Description:-Beam 07 V36 S M-C:"L w!0x LZ. Address: 359 Santuit'Rd- Specifier. City, State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert 'Company: ,Swanson Structural; Inc.: t, Code reports: ESR-1040 Misc: job 3396 s „ r .tl rON P } r "nVIER ` .rah- r"€i ''� �, ,':: a "• _e , 2, �` .,-.. wn�, p ' -ate *a� "-. i ��?,'�'.' cs& .� Psi 13-08-00 BO,3-1/2" B1,3-1/2" LL 5,1251bs _ LL 5,125 Ibs DL 1,350 Ibs r DL 1,350 Ibs Total Horizontal Product Length=,13-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% . 90% 115% 133% 125% Trib. 1. Garage Floor Unf.Area(psf) Left 00-00-00 13-08-00 .50 12. 15-00-00 Controls Summary Value %Allowable Duration Case. Span Disclosure Pos. Moment 20,664 ft-Ibs 64.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5,261 Ibs 44.4%. 100%; 1 1 Left _ be verified by anyone who would rely on Total Load Defl. N U358(0.443") 67.1% 1 1 output as evidence of suitability for" Live Load Defl. U452(0.351") 79.6% 1 1 particular application.Output here based Max Defl. 0.443" 44.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.3 n/a 1 ; installation of BOISE engineered wood . products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 6,475 Ibs 82.9% 47.0% Spruce--Pine-Fir (8 ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 6,475 Ibs 82.9% 47.0%_ Spruce-Pine-Fig ` 00)232-0788 before installation. BC CALCO,BC FRAMERS,AJS-, ALLJOISTO,BC RIM BOARD rm BCIO, Notes BOISE GLULAM" SIMPLE FRAMING- Design meets Code minimum(L/240)Total load deflection criteria.• f.' SYSTEM@;VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIMO,. Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products; Connection Diagram ' L.L.C.' L'b d a , o T o - c t • e o o o �. OF f-•PAUL W. '., c: a minimum=2" c=6-7/8" a SW !SON .� b minimum=3" d=.12" RUCTURAL cn e minimum=3" , .. No. 5 Member has no side loads. ^ts PST �a Connectors'are:.16d Common Nails ESS'0NAL 57 Page 1 of 1 'BOISE' Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 08 r. BC CALCO 2.0 Design Report-US 1 span I.No cantilevers 0/12 slope Wednesday, September 30, 2009 09:45 Build 287 i File Name: BC'3396 IF L v` Job Name: New Free Standing Garage Description: Beam 08 . V 5 57�'�2. �`'/aX 26 Address: 359 Santuit Rd. Specifier: City State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert . Company:. Swanson Structural, Inc." ' Code reports: ESR-1040 Misc: job.3396 4 2 1 'S� � - �.1 � �� zk�' t• �`�,��� Y uF.d'�� k� �j � a,yT. ^k&L� d'f Y S ¢, .., 16-06-00 130,3-1/2" B1,3-1/2" LL 6,435 Ibs LL 6,435 Ibs DL 3,941 Ibs DL 3,941 Ibs RLL 1,485lbs RILL 1,485 Ibs a Total Horizontal Product Length=16-06-00 Load Summary Live Dead ' Snow Wind ` Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% . '133% 125% Trib. 1 2nd floor Unf.Area (psf) Left 00-00-00 16-06-00 40 12 - 12-00-00 2 roof Unf.Area(psf) Left 00-00-00 16-06-00 15 30 06-00-00 .3 Garage Floor Unf.Area(psf) Left -00-00-00 16-06-00 50 10 06-00-00 4 walls Unf. Lin. (plf) Left 00-00-00 16-06-00 160 n/a i, Controls Summary Value %Allowable' Duration Case Span Disclosure Pos. Moment 40,455 ft-Ibs 72.2% 100% 1 1 - Internal Completeness and accuracy of input must- End Shear 8,332 Ibs 52.2% 100% 1 1 ' Left be verified by anyone who would rely on Total Load Defl. U322(0.598") 74.5% 4 1 output as evidence of suitability for Live Load Defl_ U482(0.399") 74.6% 4 1 particular application.Output here based on building code-accepted design Max Defl. 0.598" 59.8% 1 4: 1, properties and analysis methods. Span/Depth 12.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow, %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support: 'Member Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 11,861 Ibs 151.9% 86:1% Spruce-Pine-Fir(800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 1.1,861 Ibs 151.9% 86.1% Spruce-Pine-Fir _ BC CALCO,BC FRAMER@,AJST"', ALLJOISTO,BC RIM BOARD- BCIO, Cautions BOISE GLULAM-,SIMPLE FRAMING Bearing length at bearing BO should be at least 5-3/8". SYSTEM@,VERSA-LAM@,VERSA-RIM Bearing BO cannot support a load of 11,861 Ibs. � PLUS@,VERSA-RIM@, Bearing length at bearing B1 should be at least 5-3/8 VERSA-STRAND@,VERSA-STUD@ are trade Bearing B1 cannot support a load of 11,861 Ibs. L.L.Cmarks of Boise Wood Products, Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria: OF Design meets arbitrary(1") Maximum load deflection criteria. ��� a PAUL W. � Connection Diagram / swANSOra b d— c;RuCtURAL � . a ` No,'35334 0 T o fssi�`fV P,l °v y e o 0 0 0 a minimum=2" c= 11" 7 b.minimum=..3" d_= 12 e minimum=3" ' F - Member has no side loads. Connectors are: 16d Common Nails • ' Page 1 of 1 BOISE' Triple 1-3/4" is 9-1/2" VERSA-LAM® 2.0 3100 SP, Floor BeamlBeam 09 BC CALCO 2.0 Design Report-US 1 span ( No cantilevers 0/12 slope Wednesday, September 30,2009 09:45 Build 287 File Name: BC 3396 Job Name: New Free Standing Garage Description: Beam 09 Address: 359 Santuit Rd. Specifier: City,State, Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 -_ Misc: job 3396 G > 4> 3 2 a WR ,<a.1 _ 10-0600 BO,3-1/2" B1,3-1/2" LL 4,095 Ibs p LL 4,095 Ibs DL 2,457 Ibs DL 2,457 Ibs RLL 945 Ibs 4 RLL 945 Ibs Total Horizontal Product Length=10-06-00' " Load Summary Live., Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% . 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 10-06-00 40 12 12-00-00 2 roof Unf.Area (psf)' Left -00-00-00 10-06-00 15 30' '06-00-00 3 Garage Floor Unf.Area(psf) Left 00-00-00 10-06-00 50 10 0&00-00 4 walls . ;Unf. Lin. (plf) Left 00-00-00 10-06-00 ' . 160 n/a j Controls Summary value %Allowable - Duration Case Span' Disclosure Pos. Moment 15,731 ft-Ibs .75.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear ' 5,200 Ibs 54.9% 100% 1 1 =Left be verified by anyone who would rely on Total Load Defl. U277 (0.435") 86.7% 4 1 output as evidence of suitability for Live Load Defl. U412(0293") 87.5% 4 1 particular application.Output here based Max Defl. 0.435" 43.5% 4 .1 on building code-accepted design properties and analysis methods. Span/Depth 12.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %,Allow %Allow, current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4 8 7,497,lbs 96.0% 54.4% Spruce-Pine-Fir ,'( ask questions,please call , B1 Wall/Plate 3-1/2"x 5-1/4" 7,497 Ibs 96.0%_ 54.4% .Spruce-Pine-Fir 00)232-o7s8 before installation.' , . BC CALCO,BC FRAMER@,AJSTm, ALLJOISTO,BC RIM BOARDTM' BCIO Notes -, BOISE GLULAM rm SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD®are, trademarks of Boise Wood.Products, Connection Diagram � L.L.C. �b d a Vkk OP Kln. PAUL W. •'e, �. i SwANS^N f_1'.\ R • L—• a STRUCTURAL in e o 0 0 ' No. '35334 a minimum=2" c=4-1/2" . r, F,�..OHA , b minimum= 3" d= 12" 4 q e minimum=3" 3 0 Member has no side loads: ; Connectors are: 16d Common Nails 7 Page 1 of 1 y LAa� ( B �tt�ip 2%6 • /I FKA}�t6•t�. I r If i� a P�Erlt -p8 1, i; -µ Si.A,13 ON G lbi t fo LY i < i vm t LC�USHp ICId= i cc Erb M E ���� . {BF YO t (20o itUL�J [SU�tb4 S j z)(It PT C¢)<, PL'f WOO D SLC2f To F 1= t SLoP 1 FTC�cirT�t A .F7G. Bo T TO rl F_t..'" f I -o" 2-01 ' 74 t CG c_-> —r uP ►; 1 1A C_') Z63. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapco_ Parcel_ + Ap lic ion # � �7 Health Division 2�0 y Z�� -� -- ate s ue V �,1' �v' Conservation Division 0 5�� J Q , pphcation Fe D �0 Planning Dept. - Permit Fee a Date Definitive Plan Approved by Planning Board " L T ry Historic - OKH Preservation / Hyannis' ( Project Street Address 3 ,504 N 0 Village C•c) o l Owner 2 ©be a_T 6tine.e e_TTv Address. Vtl Kee_hSung-t-aw fRHK:EVVI Cft elephone - 413-- ,-1 9 9 Permit Request -ew <i ma` -Nif-A _ .3 Z I ILI 3 16 42 Square feet: 1 st floor: existing proposedto 6,5 2nd floor:existing proposed o Total new" I o.3 Zoning District Flood Plain Groundwater Overlay Project Valuation 42 5 K Construction Type Woo a n e Lot Size'l Ncge Grandfathered: , 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;2 Two Family ' ❑ Multi-Family(# units) ' Age of Existing Structure'N.A Historic Houser ❑Yes-❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ;4 Full ❑Crawl X Walkout ❑Other R , J wa EJ Basement Finished Area(sq.ft.) Basement Unfinished ArearA ( ft) I Number of Baths: Full: existing new _.3 z � Half: existing ti'=� n w Number of Bedrooms: existing 4 new Total Room Count (not including baths): existing new i o First Floor Ro m Courr `l Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑ Other n Central Air: ❑Yes jd No Fireplaces: Existing New a Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ® new sizeLU36 Attached garage: ❑ existing 14 new size 3 Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ,,Current Use Proposed Use APPLICANT INFORMATION ----(BUILDER�OR HOMEOWNER),:_.... ..,� .. ,. ._�_.. n ,,•;. _--�, i Name '(Z o b e R C I e n e-. e-TTo Telephone Number °I I. n`1 q Address 193 ke n,� I n g t'o�d License# C r-\ Cc2 o6 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 1 DATE -7 / A / O!2 FOR OFFICIAL USE ONLY ':APPLICATION# I ; r DATE ISSUED MAP/PARCELNO: t' ADDRESS VILLAGE 1 OWNER I DATE OF INSPECTION: 41 se FOUNDATION f /o oIRA o FRAME S&ff /� ,tfp�cc,E ; j INSULATION " S_ us c o tic `L Rx -Al-i WW/"flt0A— FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL T FINAL BUILDING 4 DATE CLOSED OUT 1 � r ASSOCIATION,PLAN NO r f I Town of Barnstable j1HE� Regulatory Services Thomas F.Geiler,Director MASS. Building Division 1639. ��' Tom Perry,Building Commissioner FD MA'1 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us i i Office: 508-862-4038 Fax: 508-790-6230 PERNII� � U�Cy FEE: $ &;6 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) Village Property owner's name Telephone number `j : t C i Z� A MAM&O I Size of Shed lvlap/Parce # " UI - Signature Date , '' ,:;tl�. -, Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? _ If over 120 square feet,you must file with Old King's Highway - 1 Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 i PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE I COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. I PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. ` i THIS FORM MUST`BE ACCOMPANIED BY A PLOT PLAN ! Q-forms-shedreg REV:052813 1 1 i MHB 4- e\.T kseKe 0 MHB (fi) (fnd) x2 � �J EDGE OF PAVEMENT 9� 0G,1 / , Cj � tih ROA -D I I o S�J , �� UNDEFINED�,�o?� �� PUBLIC WAYN QP QP IJ@'�P��`! h122'44'55 �i! 1 °' 89.62 �d v, SURVEY AE UNE lords 0 Ji PRE �o I RESTRICTION AREA disc UPLEAND 10/ ,�N�•�O '. I AT APPROXIMATE S) $ ({nd ti�O6� Q �� ��. �G / 4- MEAN HIGH . Ag gpNK y�P¢ WATER LINEUT �-H N \\ _ / SALT \\ 5.9' 4! �� •- Q // MARSH' 6 o/ h4, �'~ w AREAi 1Kgr+GG a�r Ci� ��o a co m ASSESSORS I z qsa MAP 20 PARCEL 3 Ya I SAT � , #359 SANTUIT ROAD AREA RESTRICTION r`i° RESTRICTION AREA=22,445t S.F.` H I I EXCLUDING RESTRICTION AREA=49,026t S.F.! �_ t i TOTAL=71,471t S.F. Y N75'38'25"W I 246 t N75'38 25 W - MAP 20 PARCEL 2 (lids 2 N)22 BAY ROAD -0 70�' F JOAN E. LYNCH `DEED BOOK 15373 PAGE 170 \ c> a CONSERVATION' \ RESTRICTION AREA BA Y NPRIVATE R OA D NOTES: 1.) RIGHTS BELOW MEAN HIGH WATER LINE NOT NOT DETERMINED FOR THE PURPOSE OF THIS PLAN. DRAFT COPY 2.) WETLAND RESOURCE AREAS SHOWN HEREON COMPILED FROM APPROVED DESIGN PLANS. f\ ' CONSERVATION RESTRICTION AREA PREPAIWD B EXHIBIT PLAN EAX t NYE ENGINEERING&SURVEYING ASSESSOR'S MAC 20 PARCEL 3 Registered Professional Engineers and Land Surveyors 359 SANTUIT ROAD - COTUIT, MA 78 Noah Street-3rd Floor,Hyannis,Mmwhusetts 02601 WE;02/19/2013 RMMN IN SO WAM 0- Phone-(508)771-7502 Fax-(508)771-7622 sr:SO 1 OF 1 PROJECT ft 05-30 l9tEClt£D 1M SlO3 DEED VVV We, RICHARD H. RYDER of Barnstable(Marstons Mills) and RONALD J. MYCOCK of Barnstable(Cotuit) both of ,-Barnstable County, Massachusetts in -consideration of Seventy-seven Thousand .Five Hundred and no/100 ($77, 500. 00) Dollars paid r, Grant to ROBERT R. BENEDETTO of 523 B Keolu Drive, Kailua, Hawaii 96734 with QUITCLAIM COVENANTS A certain parcel of land situated in Barnstable(Cotuit) , Barnstable County, Massachusetts, bounded and described as follows : NORTHEASTERLY by land now or formerly of Robert R. & . Patricia F. McNutt, as ,shown on plan hereinafter mentioned', seventy-four , and no/100 (74 .00) feet; -- -NORTHWESTERLY- --by-rand-now.--or-f-ormerly-of-s-a-i'-d-McNutt as--.---- shown on said plan,- three hundred fifty and. ,- no/100 (350. 00) feet; EASTERLY by Santuit Road, . as shown on said plan, three hundred . sixty-four (364 . 00) .feet,. more or less; SOUTHWESTERLY by- the end• of 'Santuit Road and land now or formerly of Eunice West,-'as shown on said plan, four hundred two and 90/100 (402 . 90) feet, more or less; and NORTHWESTERLY by Poponesset Bay, as shown on said, plan; Being shown as LOT I on a plan of land entitled "Plan of Land in (Cotuit) Barnstable, Mass .- for Richard H. Ryder Scale: 1" 40 ' Date: Feb.' 05, 1992 Baxter & Nye Inc. Registered Land Surveyors Civil Engineers Osteiville, Mass,." which. said plan is to be recorded herewith ` Said land is conveyed subject to the rights of. all those lawfully entitled to ,use Santuit Road and the .pipes and open ditch shown crossing LOT 1 on said plan: Reserviny . to,'the grantors for the benefit of their remaining land shown as parcels 58 and 115 on Barnstable Assessors map ,20, the right to use , , maintain, repair and replace the .pipes and to ' maintain the open ditch all. shown crossing LOT 1, it being understood and agreed that the Grantee, at his sole expense, may install a culvert in the open ditch area or relocate the piping and open ditch elsewhere "on LOT 1 so Jong .as said relocation does not interfere with'the flow of .water from the -Grantors ' said , remaining land to Poponesset Bay. For our title see deed from Richard H. 1Ryder of- even date- to be recorded herewith and deed from Mary J. Hovey et , al' dated` March 26, 1992 also to be recorded herewith. Also 'see probates of , . the Estate of Florence H'. Ryder, Barnstable Probate Case No. 63350, the Estate of Virginia Ryder, Barnstable Probate Case No. 64791 and the Estate of Bertram F. Ryder, ' Barnstable : . Probate Case No. 38083 .,. Executed as a sealed instrument this /V" day of April, 1992 Richard H. Ryden Ronald' J. My ck THE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss April 13 1992 Then personally appeared the above named Richard H. Ryder and Ronald J. Mycock and acknowledged the foregoing instrument to be their free act and deed before me, Bernard T. Kil oy Notary -Public My Comm. Exp: March. 11, 1994 0356k I The Commonwealth of Massachusetts Department oflndustrialMccidents Offzce of Investigations 600 Washington Street Boston,AM 02111' vw.mmass.gov/dia ' Workers}Compensation lnsunnce Affidavit: Builders/Contractors/Ele.ctricians/Plurabers _Applicant Information Please Print Legibly Name()3usiness/Organization/Individual): RZ)10e%-T ' 19e—yl C 1 b Address: q 3 K e rnS E is�� PflrAk City/State/Zip:7=R V 1 i�i�r C.A 97-606 Phone.#: ` ,+q 7 !A 13- 0-1 9 9 Are you an employer? Check the appropriate box: F[K project(required):, 1.❑ I am a employer with 4. [] I am a general contractor and r and/or art-time * have hired the slib-contractors constructionemployees.(frill.an P )� odelin2;❑ I am a'sole proprietor or partner- listed on the'attached sheet. g ship and have no employees These sub-contractors have g, []Demolition employe and have workers' 'working for me in any capacity, 9, 0 Building addition [No workers' comp,insurance comp,insurance,$' 5. [] We are a corporation and its 10,[I Electrical repairs or additions required.] officers have exercised their l l.[]Plumbing repairs or additions ' 3.(� I am a homeowner doing a11•work myself, [No workers'comp. right o£exemption per MGL 12,[]Roof repairs insurance.re aired t c. 152, §1(4), and we have no q employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 most also fill nut the section below showing their workers'compensation policy information. f Homeoweere,who'subrait this affidavit Indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, tContractors that check this box must attached on additional sheet showing the name of the Sub-contractors and state whether ornat those entities have employees. If the sub-contractors have employees,thoymust pro Mt their workers'comp.policy number. X ant an employer that is provlding workers'compensation insurance for my employees. Below is.the policy andjob site' information. Insurance Company NMMe: Policy#or Self-ins.Lic,#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a •. fine tip to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the-Office of Investigations of the IDIA for insura4pe coverage verification. I do hereby certify under the pains•and penalties of perjury that the In provided above is true and correct. Simature SAS Date Phone# Offeial use only. Do not write in this area, to be completed by,city or tolvn officiate. City. or Town: ' Yermlt/License# Issuing Authority(circle one); 1..Board of Health 2,BuildingDepartment 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6, Other Contact Person: Phone#: tHt: Town of Barnstable �oF r . Regulatory Services + Thomas F.Geiler Director BARNSTABLE, y MASS. g 16,9. A�� Building Division JfD � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:. 508490-6230 HOMEOWNER LICENSE EXEMPTION ,Please Print DATE: 10B LOCATION: 3 5-9 Seii M T y t j (Z 0 h C o T V 1 j renumber t i street village "HOMEOVdNBR": ( >`f(LT, �e_V\2 Ce l`b: 9AC( 4\3'U- 11 1( V k - name home phone# work phone# CURRENT MAILING ADDRESS: nL \ \ C qeS 1 1.k y i S i city/town state zip code The current exemption for"homeowners"was.extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,.provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such - "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that 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 re uiremen t 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 100.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire tod.o such work,that such Homeowner shall act-as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person"as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ertsure'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 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. fl•fnnnc•hmm�P�Pmnt r Affidavit of Substantial Financial Interest nbe;� nA RMp of 3J"F SOAT&i l /.9 _, on oath depose and state as follows: 1. .1 am an applicant for a building permit for the property located at Map ®R O , Parcel ® 03 . The address of the property is So !�A 14 n,T- I?oAb Corot7- 416 0-7,63�"' 2. 1 have b y % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest,in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is I have had a I% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted c2 building permit applications for property in which I have a 1%° or greater legal or equitable interest. 6. Within the.last ten days, I have submitted a building permit applications-for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted o building permit applications for property in which I have a 1% legal or equitable interest. .8. Within.this month, I have received &L building permits for property in which l have, a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of X00 200 2001-00501affin 1 s f 71ie 'p The Hanover Insurance Company 1440 Lincoln Street:Worcester,MA 01653 citizens Insurance Company,of America 1645 west Grand River Avenue,Howell,MI 48943 lnstl7apC �:rL()u f7,. Massachusetts Bay Insurance Company.l440 Lincoln Street,Worcester,,MA 01653 STREET PERMIT BOND Bond No. BLN5632226 KNOW ALL MEN BY THESE PRESENTS, that we, Robert R. Benedetto of Franklin,MA 02038 , as Principal, and © The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto Town of Barnstable , as Obligee, in the penal sum of One Thousand Dollars , good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to. open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm, curbing, street or way in said Town or City of Barnstable NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED,THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent,.stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the Bth day of June 2009 Robert R. Benedetto Principal By: (Seal) ® THE HANOVER I COMPANY ❑ MASSACHU S BAY INSURANCE COMPANY z. 197 -71 4 By. Robert F.Keras, Attorney-in-Fact Bond No.:BLN5632226 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Robert F.Keras of Franklin,MA and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof;as follows: Street Permit in the amount of$1,000.00 and said companies hereby ratify and confirm all and whatsoever said Attorneys)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company, in,its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company.Any such writings so executed by such Attomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7,1981 -The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001 -Citizens Insurance Company of America) THE HANOVER INSURANCE COMPANY' MASSACHUSETTS BAY INSURANCE COMPANY` CITIZEIS I SURANCE COMPANY. OF AMERICA load �!1 OT{ t r . Mary Jeanne f�,r�dersan;.Vice Preside t t Robert K:Grennar,Assistan. ice,President IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by a Vice President and an Assistant Vice President,this 8th day of June 2009 THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 8th day of June 2009 before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. w Notary Public y �+a My commission expires on November 3,2011 1, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company;Adopted September 7,2001 -Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 8th day of, June 2009 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITt S INSU CE CO,MPANY OF MERICA SrepYL 8r+3uit/1�ai Pant VirePres -.nf 71u The Hanover Insurance company.1440 Lincoln Street,Worcester,M�01653 Hanover Gtizens Insurance Company of America I GA5 West Grand Rrvw Avenue,Howell.Ml 4U43 44n InsLErmcc Group- Massachusetts Say Insurance Company 1440 Lincoln Street,Worcester,MA 01653 BOND EXECUTION REPORT AND INVOICE The Hanover Insurance Company Robert R. Benedetto 440 Lincoln Street Worcester, MA 01653 211 Chestnut Street Franklin, MA 02038 Thomas F. Keefe Ins. Agy. Inc. P. O. Box K Agency Code #: 3201019 Franklin, MA 02038-0820 Agency Telephone No.: 508-528-3310 Bond Number: BLN5632226 Date of Billing: June 8, 2009 Type of Bond: Street Permit Name`of Obligee: Town of Barnstable Bond Amount: $1,000.00 Written By: The Hanover Insurance Company Bond Premium: $100.00 State Surcharge: 0.00 Effective Date: June 8, 2009 TotalPr emium: $100.00 Expiration Date: June 8, 2010 Commission: 30% Thank you for using Hanover's BONDirect online point of sale application! Agent: The INVOICE below may be used as a Billing Notice to your Customer. INVOICE Robert R. Benedetto Date of Invoice: June 8, 2009 Bond Number: BLN5632226 211 Chestnut Street Type ofB ond: Street Permit Franklin, MA 02038 Name of Obligee: Town of Barnstable Thomas F. Keefe Ins. Agy. Inc. P. O. Box K Bond Amount: $1,000.00 Franklin, MA 02038-0820 Written By: The Hanover Insurance Company Effective Date: June 8, 2009 Agency Code #: 3201019 Expiration Date: June 8, 2010 Agency Telephone No.: 508-528-3310 ' Premium Due: $100.00 i r. y Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code A. General Information Important: Barnstable Bk 23236 Po SS 055324 When fillip 1•From: 9 Conservation Commission out forms on the computer, 2. This issuance is for(check one): a. ❑ Order of Conditions b.2nd®Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Robert Benedetto use the return a.First Name b.Last Name key. c.Organization 193 Kensington Park d.Mailing Address Irvine CA 92606 e.City/Town f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name - b.Last Name otrIME ra c.Organization swaxsras d.Mailing Address Mass. v� i63q. ,e�' 39. e.City/Town f.State g.Zip Code 5. Project Location: 359 Santuit Road Cotuit a.Street Address b.Village 020 003 c.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Barnstable a.County b.Certificate Number(if registered land)/Plan/Lot# 7970 354 c.Book d.Page 7. Dates: September 24, 2008 September 30, 2008 OCT 2 0 2008 a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Revised Site Plan �g a.Plan Title M Baxter Nye Engineering &Surveying', Stephen Wilson, P.E. 0 f b. Prepared By c.Signed and Stamped by October 2, 2008 1" =20' d.Final Revision Date e.Scale f.Additional Plan or Document Title g.Date wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 BAXTER NYE ENGINEERING&SURVEYINGrd 'age 1 of 10 78 North Street, 3 Floor Hvanntg kfaccnrlmcatte mAn1 Massachusetts Department of Environmental Protection MassDEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 L7LI and § 237-1 to § 237-14 Town of Barnstable Code B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ❑ Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project,as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or . differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides•measures which are adequate to protect these interests, and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore;work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodles a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged f.c/y dredged wpaform5.doc• rev.2/27/08. Barnstable revised 4/11/2008 Page 2 of 10 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only). 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 15. ❑ Coastal Banks a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.c/y dredged '19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.c/y dredged ` 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 3 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 ® order of Conditions 'SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code` C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does_ not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state; or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order - unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order., 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become finai'and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.'In the case of recorded land,the.Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted'to this Conservation Commission on the form at the end of this Order, , which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site riotless then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or;WassDEP"] ,.File Number SE3-4203 wpaform5.doc• rev.2127108 `, Barnstable revised 4/11/2008 a r,"' •Page 4 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code LI C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of'Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission; which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. The work associated with this Order is (i)❑ is not(2)❑ subject to the Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy, the following conditions apply to this work-and are incorporated into this Order: a) No work, including site preparation, land disturbance, construction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully stabilized, construction period erosion, sedimentation and pollution control measures and best management practices (BMPs)shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if applicable, the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. wpatorm5.doc- rev.2/2V08 Barnstable revised 4/11/2008, Page 5 of 10 i ILIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval, the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed; and all post-construction stormwater BMPs were installed in accordance with the plans (including all planting plans)approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance, the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance (O & M) Compliance Statement for the Stormwater BMPs. This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2. The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. r f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report, and the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections, repairs, replacement and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request; and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 6 of 10 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEF File Number: WPA Form 5 - Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L..c. 131, §40 and § 237-1 to § 237-14 Town.of Barnstable Code ILI C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Barnstable hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: § 237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: §237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need.more space for additional conditions, attach a text document): See pp. 7.1, 7.2, and 7.3 wpaform5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 7 of 10 SE3-4203 (2nd Amended Order) Name: Robert Benedetto Approved Plan = October 2, 2008 Revised Site Plan by Stephen Wilson,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,.requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 4 and continue on pages 5,6,and 7. The Special Conditions are contained on pages 7.1,7.2 and 7.3 if necessary. All conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 4 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition 9 on page 4(sign requirement)shall be complied with. 4. The.Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation,then shall be removed. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of the photographs. p.7.1 8. Elevation views for the house and barn shall be submitted to the Conservation Agent for review. 9. A reaffirmation of flowage rights over the subject parcel(in a form acceptable to the Town Attorney)shall be recorded at the Registry of Deeds. 10. A draft conservation restriction,in a form acceptable to the Conservation Agent,shall be submitted for review. 11. The permanent conservation restriction,in a form acceptable to the Conservation Agent,shall be recorded at the Registry of Deeds. 12. A general landscaping plan shall be submitted to,and approved by,the Conservation Agent. III. The following additional conditions shall govern the project once work begins. Note especially Special Condition No. 19,requiring verification of the locations of the foundation and strawbale line. 13. General Conditions No. 12 and No. 13 (changes in plan)on page 5 shall be complied with. 14. General Condition No. 17(maintaining sediment controls)on page 5 shall be complied with. 15. The work limit shown on the approved plan shall be strictly observed. 16. There shall be no construction disturbance of the site below(on the wetlands side of)the work limit. 17. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions.- 18. Unless extended,this permit is valid until December 29,2009. 19. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location.of the foundation and work limit line and note any discrepancies from the approved plan. If verification is.in the form of an as-built plan,the plan provided shall be drawn at the same scale as the approved plan. 20. All stream culverting work shall be completed to standards of the Cape Cod Mosquito Control Program. 21. Any fill used for this project shall be clean fill. Fill shall contain no trash,refuse,rubbish,or debris. 22. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 23. During construction,no area shall be left unmulched or unvegetated for more than 30 days.All areas . disturbed'during construction shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 24. All proposed lawn areas shall be underlain with a minimum of six(6)inches of loam. p.7.2 ' 25. 310 CMR 10.30(3)of the Wetlands Regulations promulgated under MGL c. 131 s.40,requires that no coastal engineering structure such as a bulkhead,revetment or seawall shall be permitted on an eroding coastal bank at any time in the future. 26. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or`W.I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit= 1 pound of nitrogen per 1,000 sq. ft.of lawn per application).Ensure that no fertilizer is spread on hard surfaces like driveways and sidewalks. 27. Work limit markers(wood stakes)shall remain until a Certificate of Compliance is issued for this project. 28. A half-rail fence(or approved alternative)shall be constructed and maintained along the work limit line. IV. After all work is completed,the following condition shall be promptly met: 29. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a.registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance,an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. y p.7.3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c..131, §40 and § 237-1 to § 237-14 Town of Barnstable Code E. Issuance This Order is valid for three years, unless otherwise specified as a special OCT 2 0 2008 condition pursuant to General Conditions#4,from the date of issuance. 1. Date of issuance Please indicate the number of members who will sign this form: This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: .� bawu Notary Acknowledgement Commonwealth of Massachusetts County of Barnstable On this U of Day Month Ye r Before me, the undersigned Notary Public, /Dg1/ personally appeared Name of Document Signer proved to me through satisfactory evidence of identification, which was/were Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of. Barnstable Conservation Commission City/Town t + r*" Signatur of ►��tary lbArODETTE BOOKBINDER Printed ppu�bb l� / VIMY U)MMISSION EXIJ RES 11121108 � AMEALTH OF MASSACHUSETTS Place notary seal and/or any stamp above My Commission - This Order is issued to the applicant as follows: Q�by hand delivery on ❑ by certified mail, return receipt requested,on OCT 2 0 2008 Date Nam Si�revlsed nature Date wpaform5.doc• rev.2/27/08 B2008 Page 8 of 10 LAIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File .Number: WPA Form 5 - Order of Conditions SE3- 4203 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code F. Appeals The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal.Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaform5.doc• rev.2/27/08 Bamstabte revised 4/11/2008 Page 9 of 10 RARKICTAPI P: RGrICTw nc necnn Mckechnie, Robert From: robert.benedetto@cox.net Sent: Tuesday, August 04, 2009 8:07 AM To: Mckechnie, Robert - Subject: plan notes bldg dept-plan notes.doc(24 ... Hi Bob, Please find attached the added plan notes we discussed to be added to my submitted plan documents. Please call or email if you require additional information. Thank you. Bob Benedetto 1 i August 4, 2009 Project: Robert Benedetto Residence 359 Santuit Road Cotuit, MA 02635 Permit No: SE3-4203 Subject: Attachment to house and barn notes for plans dated 6/4/09 prepared by Brian P. Judge, architect and Paul W. Swanson, structural engineer. Added plan notes: a. Window schedule notes; All windows shall have pre-cut plywood panels stored on site for wind protection; windows adjacent to bath in master bathroom shall be tempered glass. b. Sink in house basement shall be labeled as "wet bar". c. Sink shown on second floor of barn shall be deleted. Submitted, Robert Benedetto Home owner/builder `=='see,.:'.-u.:�:;xr.�•..,..,.._.,.. Owl }t g0 k1flJoi Message Page 1 of 1 Mckechnie, Robert From: Geiler, Tom Sent: Monday, May 07, 2007 11:11 AM To: Town Main Mailbox Cc: Perry, Tom; Mckechnie, Robert Subject: RE: building permit info. Robert; the quickest way to get this information would be to come into our offices at 200 Main Street Hyannis with what you have. There are a good number of potential variables in the process. The Building Inspector for your area is Bob McKechnie. Tom Perry is the Building Commissioner. They are available in the office from 8-9:30 AM and 3:00 3:30 PM, Monday-Friday . Issues that might impact a building construction schedule would include; zoning requirements for the property. soil conditions , topography, flood zone regulations, building design, bulk regulations curb cut placement, house number, potable water and sewage disposal system. Your email indicates you have already dealt with some of these issues and That would be a help. .-----Original Message----- From: Wood, Daniel On Behalf Of Town Main Mailbox Sent: Monday, May 07, 2007 9:15 AM To: Perry,Tom Cc: Geiler,Tom Subject: FW: building permit info. In to the web. Dan From: Robert Benedetto [mailto:robert.benedetto@cox.net] Sent: Saturday, May 05, 2007 9:31 PM To: Town Main Mailbox Subject: building permit info. I was reading your website to try to find out the time requirements and other information that would be neccesary for a land owner to build a private residence (to no avail). I own a piece of property in Cotuit, I have my order of conditions and septic permit. I have a set of plans I would like to submit and proceed to build my home as early as possible. Please advise me of a contact where I could get this and more information. Thank you. Robert Benedetto 59 antuit Road Cotuit, MA 33 ,( c/D -3UAL nt(7- 5/8/2007 �L - Town of Barnstable OF 111E Tp� Regulatory Services TOWN U'?. BARNSiA-KE I Thomas F.Geiler,Director �. IIA ABLE. • � 1 MAY: o 1: so MASS. a� MASS' " A a67¢ ��• Building.Division ;t rFo �s 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: J number p street village "HOMEOWNER" R o o I�cL \ l�TZ)`,r. I c ( q Of 4R, - j1 S,0(— 61 ®� name ii home phone# n work phone# (� 4 , CURRENT MAILING ADDRESS: 1 ` J t< 'e V1 S.�_V�.o TO `1< K CP') 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. ` k pis DEFINITION OF HOMEOWNE is at, R Person(s)who owns,a.parcel of.land on whtch 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 Butlding Official on a form acceptable to the Building Official,that he/she shallbe responsible for.all such work performed under the.building permit. (Section 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 .. x 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. e 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 1a-Licensing of construction Supervisors);:provided that if the-homeowner engages a person(s)for hire to do such: work thatI_such Homeowner.shallact as,supervisor r t r ' ' r• -,. e' Many hovieowneis who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Y, Rules&Regulations for Licensing Constriction Supervisors,Section 2.IS)This lack of awareness often results in serious problems,particularly =when the homeowner lines unlicensed persons:`In this case,our Board cannot proceed against the.unlicensed person as itwould with a licensed Supetvisor..The hoineowneracting 4Supervisor is.ultimately responsible. To ensure that the homeowner is frilly aware of his/her responsibilities,many communities require;'as paff of the permit application ,`< that the homeowner certify that he/she understands the responsibilifies of a Supervisor: On the last page of this issue is a form currently used by ' several towns You may care.t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt HAItx he Hanover lnsurance;Company''j 440 Linton Street,Worcester,MA 01653' � r nove .w atizens-Insurance Company of America j 645 West Grand River Avenue,Howell,MI 48843 Insurance Group. ' Massachusetts Bay Insurance Company 440 l.incoln'Street,Worcester,MA 01653: „,... a +s The Hanover Insurance Company CANCELLATION NOTICE . To: Town of Barnstable 200 Main Street Barnstable MA 02601°. Re:'BOND/POLICY NUMBER: .BLN5632226 r WHEREAS, on or about `° 6/8/2012 The.HanoverInsurance Company as Surety,• Executed its bond/and or renewal of'bond.in the penalty of; ` n One Thou sandaDollars - "' ($ 1,okoo'- On behalf of Robert R Benedetto as Principal, in favor of Town of Barnstable as Obligee'. (Nature of Risk *' Street Permit and WHEREAS,, said bond by its terms provides that the"said surety shall have the right to 'terminate !ts . suretyshipthereunderby serving notice of its election so to do upon,the said Obligee, and WHEREAS, said Surety desires to take' advantage'of the termsx,of said bond-and: does.hereby` elect to terminate its liability in accordance with the provisions',thereof. - r, NOW, THEREFORE, be it known that The Hanover Insurance Company shall at theexpiration of 10 days after receipt of this notice or` 8/25/2M-12 00 00 AM ,whichever is later be :released from all - liabrlityby reason of any default cornmittedTtiiereafter by said pcin`cpal.-°� � .. .� .,�n,,� Signed-and sealed. 8/15/2012 12:01,43*PM ' THE HAN VER INSURANCE COMPANY ' BY: w Sara•h,Vande`rhoof, ttorney-in-Fact . ,. - M Reason for Cancellation: Non pymt+: cc. Keefe Ins. A enc Tnc. _� w k 9 Y• _ RobertJR Benedetto: F + -, s t"E �o Town of Barnstable Building Department - 200 Main Street * � • * Hyannis, MA 02601 9�A 163� .�' (508) 862-4038 rFn nnr�°i Certificate of Occupancy Application Number: 200903077 CO Number: 20120108 Parcel ID: 020003 CO Issue Date: 08113112 Location: 359 SANTUIT ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT. Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed , '114E ��VVI� OF B 1�STABLE 3. :: . Bul�d�n Application Ref: 200903077 BARNSTABLE. Issue Date: 08/17/09 Permit 9 MASS. Qp s639• Applicant: BENEDETTO,ROBERT R Permit Number: B 20091466 ArFD MA'1 A Proposed Use: DEVELOPABLE LAND Expiration Date: 02/14/10 Location 359 SANTUIT ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 020003 Permit Fee$ 1,912.50 Contractor PROPERTY OWNER Village COTUIT App Fee$ 100.00 License Num Est Construction Cost$ 425,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY RESIDENCE-4 BEDROOMS, 3 1/2 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL 3 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BENEDETTO, ROBERT R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 193 KENSINGTON PARK INSPECTION HAS BEEN MADE. IRVINE, CA 92606 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYSNO RIGHT TO OCCUPY.ANYISTREET,ALLY OR SIDEWALK OR ANY,PARTTHEREOF,EITHER TEMPORARILY.OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT,SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE.APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE,OBTAINED FROM THE DEPARTMENT OF PUBLIC THE ISSUANCE OE THIS PERMIT DOES NOT RELEASE THE ARPLICAN:T FROM THECONDITIONS.OF ANY.APPLICABLEISUBDIVISION RESTRICTIONS.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL.CONTSTRUCTION WORK: I.FOUNDATION OR FOOTINGS. i 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. - 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. '4J 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). r^ 1W. 10 2" u ", ,wD,wilEm- ism BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 7 2 FA1Z( �� a co 2 pf'tf 2 si�� �4 tyIi N�' G'ar, D/ca�G — 3 � ,o�-t Ito 1 ati/ g Inspect/ijon Approvals Engineering Dept C&VBP ► {+ten^ y 0 >rep '2 ' Board of Health � •a�Pta � � �� P, 1 Communication Result Report ( Nov. 4. 2010 12: 05PM ) 2) Date/Time : Nov. 4. 2010 12: 04PM File Page No, Mode D e s t i n a t i on Pg (s) Resul t No.t Sent 2756 Memory TX 915088553073 P.' 2 OK- . t Reason for error :E. 1) Hang up or line fail E. 2) Busy E. 3) No a n s w e r E. 4) No fats i m i l e connect i on E. 5) Ex c e e d e d m a x. E—m a i l s i z e Town of Barnstable Regulatory Services Thomas F.Ceaer;Dtrccror Building Division .6»• Tbemm Perry,Brdldlag Commtntonet 200 Main Street,Hy—i%MA 02601 - Office:509-862AD38 F=508-79M230 November 4,201D _ The Hanover Insurance Group 440 Lincoln Street Worcester.MA 01058 To whom It May Concern. Please note that a Cerfificate or Oootmancy has not been obtained and the Street Permit Bond - - should be renewed.if you have any questions,Please call me at 508-8624W9. „ Sincerely, - Robed McKeclmie - Local Inspedar - Town of Barnstable �F114E ram, Regulatory Services C� Thomas F.Geiler,Director lARNSTABLE, Building Division 9 MASS. qj 1639• Thomas Perry,Building Commissioner ArFp ,ts 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax:, 508-790-6230'. November 4, 2010 The Hanover Insurance Group 440 Lincoln Street Worcester, MA,01653 To Whom It May Concern: . Please note that a Certificate of Occupancy has not been obtainedtand the Street Permit Bond should be renewed. If you have any,questions, please call.me at 508-8624033. Sincerely, Robert McKechnie Local Inspector The Hanover Insurance Group° BOND DEPARTMENT THE HANOVER INSURANCE COMPANY NOTICE OF CANCELLATION Town of Barnstable November 1,2010 200 Main Street Barnstable,MA 02601 Bond.No.BLN-5632226 WHEREAS,on or about the 8`h day of June ,2009 THE HANOVER INSURANCE COMPANY,as Surety,executed its bond in the penalty of One Thousand Dollars and 00/100------------------------------------($1,000.00) on behalf of Robert R.Benedetto of 211 Chestnut Street:Franklin,MA 02038 as Principal,in favor of r - ' Town of Barnstable, as Obligee (Nature of Risk "`' Street Permit Bond ), and WHEREAS,said bond,by its terms,provides that the.said Surety shall have the right to terminate its surety ship there under by serving notice of its election so to do upon the said Obligee,and A WHEREAS,said Surety desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. NOW,THEREFORE,be it known that THE HANOVER INSURANCE COMPANY shall at the expiration of 10 days after receipt of this notice or November 15,2010 whichever is later be released from all liability by reason of any default committed thereafter by the said Principal. Signed and sealed this I` day of November ,2010. T C BY: Mary A en edy,Attor ey-in-fact Reason: per Insured Request cc: Robert R.Benedetto cc: Keefe insurance Agency Inc;Franklin,,MA. (32,-1019)_.. 440 Lincoln Street n Worcester,MA 01653 Phone 1 800-343-6044 Fax 1 508-855-3073 w w w . H a n o v e r . c o m 271-5866NS(1/06) 11 .= :. .. _ tac Prere uisite Ataan C7e>tx Neededb' A rv�red Sttu Inss Oc�'mrtaent. - Carr�rne.nf q . .� Szu tatus ..CONSERV APPROVAL 67�01 �17J06,�2fl09 DKAF APPF SE3-42Q3 plan date1,r21Jo'9 a. a � sa�m j • (� 1 1« 11s. a ¢ :ism r'. a_ • aft ss t Audit Hest© o 1 TAX APPROVAL 63'00 07J0.J2009 ©BAF APPF --if WORK COMP S€..tBMISSIOC 63fl{l° 07108J26{}9 aBAF APPF k .: .. £ i t, k *,�,;. 5...,w: b. ...tw d N� a..p ,p ':- m" W:,-:;w 'b.� -•,"t "".`^^, ,�s; ,".C'» rp. ja- 3 } � Ty Pr�re n[ste :HLT.1-1:-HEALTH,DEPARTMEh1T tleecicJa- - '._ ' . - ,Y � �. _r _ .. - Ac6an APPRflUAL- SABOT,JFiIN1E� r -:,. ,. —::. ., .. -=.,.RQsr�sc t -� f }f} ,HEALTH QE,PARTIE(!IT Ins eef®rr e .„. :. .- b : „. a .. g us1`1 E Sfetr eferenc � d - y c �. teca�nf r�s `��. ,.� `:date-, � �?�,°- t ,.; _ #MCarnrnent code' - u g A rciveda.fiPB if:24` f�dc�rkflow PP } zL _ : _ - v Jam: - T 3 _. t4 _ . , Oa,ra a -barn .rev bedrQc�rns:a .' 9 .J r 5 ,. . - -, , 4 - 2 - , } s --.5 s, f gg' Qf, 4. "'_'R' -`"�"t" '` -tea: - g-*- - " a � - k v CAI _ November 3, 2009 f Robert McKechnie Building Inspector Town Office Building 200 Main Street Hyannis, MA 02601 Subject: Permit#SE3-4203 Project Barn Foundation Dear Robert, This is a revision to my 10-6-09 letter concerning the barn foundation and first floor deck framing. Upon further research, I plan on using pre-cast, concrete flooring for the first floor deck. This will be lieu of the LVL flooring I submitted with my 10-6-09 letter. Please disregard my previous submittal. I have put together a revised drawing and technical structural literature supporting this revision for your review. Please advise when I can proceed. Thank you. Very truly yours, Robert Benedetto 359 Santuit Road P.O. Box 480 Cotuit, MA 02635 Phone:.949-413-0799 Email: Robert.benedetto@cox.net f ISM}1 S ,E lid h- LIN 6 7 312V SHY3 3O a 01 Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential H Phone 508-520-1333 heavy timber TOWkOF B RNST BLE Fax 508-520-1334 PauaSwansonStructural com 41 ,©v7�' l f� �lei ttui.r E� i i , n � ; t , t ! i F � JL i , E Aa _ t , PA 1� € i _ _ _ i , _ i I L. _. i 770 --- I ^Jz fj' f0 i F , , I/:'� nw pf,��L UZ i t / i e Go�C. 70� ---;---! -k— --1,F_A 'V�4_t �SGLL4-4 C-6(/ t I iBb s DLi _.., _Job Name 6/4"Q E 6 4S em CN T Job Number 359 "ru r A�f) &Dryi r, c ._ Location Sheet of - 1J n _.Client__ A06 /Seye-OeTro By- /_ 5-- --_ -_ -Date Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&SwansonStructuraL com t � .-.--•�-_.J!eI� 3t((� �! ls N ., Y . , �4-0 .._0 ,40 G l�D ^�t K 35334 34 42. W i Poi c ovc C Job Name Job Number Location � ~ tw.ra._ l!�F ! kP' Sheet 2, of C ient BY----�WS--.-----�_---Date.—./D_2 _ _� Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&,SwansonStructural.com — GGOil ! _ ff f 1 i t L f — _ Cov2SE f 6.f € Ww .. , � r - I X L O PDxY, 5 e 7' TO Giro I w - Vir I I 1, ( i I r r I r t t { ! r r T f c_ folk ,4T— /toNT wAic otic�� r s t t 1 • ii r j � 1 •' S t � � ; ' , k t ��i j I `*t'+d4 k i _-. __ _ 4 k k a I i I ( I 1 7 Y>�5�3.�r.�'t+ua�.�.' r+-y C ' 11� - t- 1. z i r-7 _ 5 _ . __. ! _ i i T , Y f". �VFfVI ,— �uE I-----�-q—9---�kov-1= � ____ ____k _.�_�_ � .__3_�EG77-oN-•+-- M _ �.._..-- E- - -..�•��..� _�`:�;o.-�� �s--- ; ,. . It � r 2 � 1 i Job Name Job Number / Location Sheet nn of -_Client_ -- - -------=-- -- ---_ -- -------BY--A"W�.— _._-;.- Date' Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services ° 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paula wansonStructural.com __ ` ' i # if �I —� � —_�---`i —#___--•�--.__: � �--_._�____..�_..��_� _3 ( ,__—_ fir—_.. �—_.}.—�.—;.__-- �—_.-+-- i "—_.'7_^_r--'-r----�.—#'--_1' _j--i--•... }--- — —.__.,_. ._s ._ ._T. jj--.�,---_'- Y.r-r + , - , -tv ox 49 x 33';- T.� goo _ �_a 6;: ,8� -'7 A 4" 6z�77 '� _ i t i E 1 I i�il /OTC/D £� J_ _ _-____i __ E_.__ _ s ! .._ G✓a I,�x S I D" Th l.L' Onl ff t gIF$ I — S 1 ( ! { i is 3 ._0 5..,1.ry V! r ., ,....,...._._,..........:_„ .._...:._ ?... _III.?.✓'TQ I - �i I � r ( 3 f if 1M hF r ,To s ! s ' � u �Dvt2 ILI70!GT� x S 7 DAJ i 1 Z �Z(0N FOo k M1 i L V tj 1 _ Fi tIN A— .� r F i ' } I # +- t C I f !r , , f I__. ------r-- ,_� ----^ T _-- _ 471 " BOLTS i +i u #fix` 104 I ,4 on4 , I _ U1 C. Job Name � t =a Job Number 3.!•:. ti,. cw 9 Location Sheet of J ___Client BY--- GVI___.__.._�_._ .--Date-_��_2$ •d___ T-.-, 1 BeamChek v2.4 licensed to:Swanson Structural, Inc. Reg#2308-64482 Garage 359 Santuit Rd Cotuit Basement Garage Door Hdr. job 3396 Date: 10/27/09 Selection W 10x 49 50 ksi Wide Flange Steel Lateral Support at: Lc=9 ft max. Conditions Actual Size is 10 x 10 in., Min Bearing Length R1= 1.2 in. R2= 1.2 in. DL Defl 0.30 in Suggested Camber 0.44 in Data Beam Span 16.5 ft Reaction 1 LL 10395# Reaction 2.LL 10395# Beam Wt per ft 49.0# Reaction 1 TL 21970# Reaction 2 TL 21970# Bm Wt Included 809# Maximum V 21970# Max.Moment 90625'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/352 LL Max Defl L/360 LL Actual Defl L/744 Attributes Section in Shear(in') TL Defl in LL Defl Actual 54.60 . _ 3.39 0.56 0.27 Critical 32.95 1.10 0.83 0.55 Status .OK OK OK OK Ratio 60% 32% 68% 48% Fb(psi) Fv(psi) E(psi x mil) . Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments. YP Factor, Lc 0.66 0.40 Loads Uniform LL:600 Uniform TL: 1560 =A Par Unif LL Par Unif TL Start End H= 160 0 16.5 480 1=624 0 16.5 180 J=270 0 16.5 , r J H 0. .�5334 P f Uniform Load A R1 =21970 R2=21970 � �A / SPAN= 16.5 FT Uniform and partial uniform.loads are Ibs per lineal ft.. c Pa i ilk 339� i `/S F:I 0 N _______*!___._-_ WWW.STRESCON.COM STRESCORE __ EMAIL: SALES(STRESCON.COM ROOF & FLOOR SYSTEMS NEW BRUNSWICK NOVA SCOTIA NEW ENGLAND 101 ASHBURN ROAD 131 DUKE STREET•PO BOX 44205 25 BURLINGTON MALL RD SAINT JOHN.NB•CANADA•E2L 3W2 BEDFORD. NS •CANADA•B4A 3Z8 BURLINGTON, MA•USA 01803 PHONE:(506)633-8877•FAX:15061 632.7576 PHONE: 19021 494-7400•FAX: 1902,494-7401 PHONE:(781)221-2153•FAX (781)221-2155 rr 1 I Jul. 31. 2009 9: 18AM _Swanson Structural No, 1715 P. 1 Swanson Structural, Inc. Paulw.Swanson,P.E. Engineering Servicec 116 Forest Street commercialFranklin,MA 02038-2579 residential Phone 509-5241-1333 heave timber Fax 508-520-1334 Eanl(74S)vansonStru com. 77 D, � G� hie i . I I I I _r.. ........... if Job Name_. i 'tz jo f Job Number Location Sheet .....of Client — By --- ----- Dale Ju1. 31. 2009 9: 18AM Swanson Structural No. 1715 P. 2 Swanson Structural, Inc. Paul W. Swanson.,P.E. 116 Forest Street Franklin,MA 02038 508-520-1333 July 31, 2009 Robert Benedetto .359 Santuit Road Cotuit, MA 02635 Subject: Town of Falmouth Plan Review Clarifications and Amplifications 7 New Free'Standing Garage: 396 Santuit Road, Cotuit, MA (My job 3396) Dear Bob, Below is my response to Robert McKeehnie's question: 1. LVL garage door header specifications? Copy of original calculalioras attached If you have any questions,please feel free to contact me. Sincerely, �- ;�•„ PAUL W. �i SWANSON a �, srav ,a cru� L . Paul W. Swanson, P.E. No. 35334 Swanson Structural, Inc. ��� G► 1� �t . 7 31 09 Jul, 31, 2009 9: 18AM Swanson Structural No, 1715 'P, 3 B 1 •'NI'U I ►-r % IN VERSA-LAM® 2.0 3100 SP moor Beam\Beam 04 BC CALC®2.0 Design Report-US Build 284 1 span No cantilevers 10/12 slope Friday,June 26, 2009 14:20 File Name: BC Job Name: New Free Standing Garage Description: Beam 04 Address: 359 Santuit Rd_ Specifier. City, State,rp: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural Inc_ Code reports: ESR-1040 Misc: job 3396 , T �. .� 2 Jr F0,3-1/2" LL 3,960 Ibs B1,3-1/2" DL 2.101 IDS LL 3,960 Ibs RLL 1,485 Ibs DL 2.101 Ibs RLL 1,485 Ibs Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Ta Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb_ 1 2nd floor Unf_Area(psf) Left 00-00-00 16-06-00 40 12 12-00-00 2 roof Unf.Area(psf) Left 00-00-00 16-06-00 15 30 06-00-00 COn1rOIS Summary Value %Allowable Duration Case span Disclosure Pos, Moment 23,633 ft-Ibs 54.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4,990 Ibs 35.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U339(0.568") 70.8% 4 1 output as evidence of suitability for Live Load Defl. U470 (0,41") 76.6% 4 1 particular application,Output here based Max Defl, 0.56810 56.8% 4 1 on building code-accepted design Span/Depth 13.7 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with °h Allow %Allow current Installation Guide and applicable BearingSupports Dim. L x Value Su ort Member Material building codes.To obtain Installation Guide 130 Wall/Plate 3-1/2"x 5-1/4" 7,546 Ibs 96.6% 54.8% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 7,546 Ibs 96.6% 54.8% Spruce-Pine-Fir (800)232-0788 before installation, BC CALC®,BC FRAMER®,AJS"' Notes ALLJOISTO.BC RIM BOARDTM SCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLUI-AMIm SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM PLUSODesign meets arbitrary(1") Maximum load deflection criteria. _. VERSA-STRANDS,TRANDS,V®RSA-STUD®are trademarks of Boise Wood Products, Connection Dia ram L.L.C. Lb d-• .- a - �- � T � U � C PAUL V1. �i T �iYV1ty,ON a minimum=2'` . c— g" %I STfivCTURAL b minimum=3" d= 12" o, 35334 e minimum= 3" ,o £ Member has no side loads. s/0 AL Connectors are: 16d Common Nails 7 Page 1 of 1 Jul. 31. 2009 9: 18AM Swanson Structural No, 1715 P. 4 'BOISE­ Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 05 BC CALC®2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Friday,June 26, 2009 14:20 Build 284 File Name: BC Job Name: New Free Standing Garage Description: Beam 05 Address: 359 Santuit Rd. Specifier: City, State, Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc, job 3396 w w w w w w w w w 2 w w w w w i w w w w w w .r w w w w w w v .. ..':.' ..ram .....:::•.:.i ..._ ".'r 4:. " ,,.�'�'•.t" ,..y:r.�°' l F :;.. �::�: :rxn,::r _.,.. � a.,.,,,,_r..�.,. H ��, x 1 - B0,3-1/2" B1,3-1/2" LL 2,520 Ibs LL 2,520 ibs DL 1,302 Ibs DL 1,302 Ibs RLL 945 Ibs RLL 945 Ibs Total Horizontal Product Length=10-66-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf_Area(psf) Left 00-00-00 10-06-00 40 12 12-00-00 2 roof Unf_Area (psi Left 00-00-00 10-06-00 15 30 06-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 9,177 ft-Ibs 43.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3.034 Ibs 32.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U435(0.277") 55.2% 4 1 output as evidence of suitability for Live Load Defl. U599(0.201") 60.1% 4 1 particular application.Output here based Max Defl, 0.277" 27:7% 4 1 on building code-accepted design properties and analysis methods. Span/Depth 12.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing SupportS Dim. L x Value Support Member Material building codes.To obtain Installation Guide r ask questions,pleae call BO Wall/Plate 3-1/2"x 5-1/4" 4,767 Ibs 61.0% 34.6% Spruce-Pine-Fir (800)232--0788 before installation. B1 Wall/Plate 3-112"x 5-1/4" 4,767 Ibs 61.0% 34.6% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJSTM ALLJOISTO,BC RIM BOARD"' BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360)Live load deflection criteria. PLUS®;VERSA-RIMO, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram LAC' 1 1b —dam • • I/. q PAUL V�. C7 f7 O ,•�'•'' e N 1 SWANSCN 4— �( STRUCTURAL i;' No. 35334 a minimum=2" c=4-1/2" b minimum=3" d=12" e minimum =3" to AL Member has no side loads. . _ Connectors are, 16d Common Nails 3 �� Page 1 of 1 i Ju1. 31. 2009 9: 18AM Swanson Structural No. 1715 P. 5 Swanson Structural Mc. Paul W. Swanson, P.E. 116 Forest Street Franklin, MA 02038 508-520-1333 July 31, 2009 Robert Benedetto 359 Santuit Road Cotuit, MA 02635 Subject: Town of Falmouth Plan Review Clarifications and Amplifications ' New Single family Dwelling: . 396 Santuit Road, Cotuit,MA (My job 3394) Dear Bob, Below are my responses to Robert McKechnie's questions: 1. LVL over garage door is 32'-8" on calculation, 38'-0"on plan? 1 did not include the man door span in the original calculation. Revised calculation attached. 2. Garage front walls don't meet shea g r wall spec_ . I resisted the calculated shear forces'el.yewhere but 1 added the APA Narrow Wall Bracing method for added stiffness. 3. Foundation bolt specification Use 518"diameter bolts 4'-0"on center with 3x3 plate washers and a minimum of 2 bolts per wall segment. 4. Screen porch uplift hardware Use Simpson ABU port base and Simpson CS 16 straps x3'-0"two each corner. If you have any questions, please ('eel free to contact me. Sincerely, 7 PAU" V:. (((((( ST,RUCTU91'"1L i,, Paul W. Swanson, P.L.. No 35--34 1 Swanson Structural, Inc. a, "/ Ju1. 31. 2009 9: 19AM Swanson Structural No. 1715 P. 6 ,BOISE' Triple 1-3/4" x 11-718" VERSA-LAM® 2.0 3100 SP ,Floor BeamlBeam 17 BC CALL®2.0 Design Report-US 5 spans I Left cantilever 1 0/12 slope Friday,July 31,2009 08:49 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 17 Address: 359 Santuit Rd. Specifier. City, State, Zip: Cotuit, MA Designer: Customer, Benedetto, Robert Company: Swanson Structural,'Inc. Code reports: ESR-1040 Misc: job 3394 ���-•+ w i_R�_s --5 w w w w Y w,s_ Y w w w w w w w ti w�► r •w��-'•�� w M Y w w w — w w �_.l., � ►' w Y Y M ♦ I. w �' •M � Y P041P �r•+.,.__t-• ,o..a..._;�o B1,5-1/2" `.r'._;=:._.a r'o,E."N.°..c'e::f..-:�Jx3,�:.7oa.c::,u..-5o:.:.:r..�,o...-:x�,:ia�--Ic,::.r,.:c.T.�.,,.r:.:.,.c:r._:a.:-...xR:.-..-_a..i,4 dd_.l..e.,x:_/�'�,!.+.:n Ii°.xc.o:..._.,��.:U.Ft�9',r�r.V„r.-.Ar�;.�.'�,., Y.�, .r.a..�,�n,,�,�b.��;o.•^S,A_'�,te:5..:•F.:': .�k.�.r`:".�d:.-:`..'rra..'','��4.�.h:a•,.',er��rr�"`:..o r a-{o.�.u..�o�.u�.n.n�..,.n'.�..v'r.�n:j'...:yr.'x.:;r{{.'-....af+..a[...i...A..,..�.�y..;..:+.j',:I`,r.a,.:fS.:..u'.f.:...!:.t�a.x.�f�R�i,T^l r...na..`.:c:+.:::...i.:a."..-:..r.,.:.:.:.�.*'...:.::.:.:r.•..ir.:,.r:r..:r...o....::_..:.:..:...:.!:r::.:!f..::o...._:-.�x...c.ft.a:a'..d r.:".--t,•:...:�o..ar,.::t::.-.o'�";iA�d9.•^�Y7:':A�,'�i'F�4t 7.,",:.:.l.:,..:::_..:..:v..:dr.::rl::..:rx..d:!Y hY.�•{:,�far Y-,n::,.;r.:.V x.',�..��k-».',.�.::•:.m::9+:r,C f Qr:.f�r.-. �-<,g::x,:io.�e.:>kr..r:�'s{.�._':�-a_i,-...Y...ok,�'Prr".'_a.T_x.:..:;.:�!.?_-o.f .. I B2,9-1/4" 83,9-1/4" B4,9-1/4" as,5-1/2" LL 3,860 Ibs LL 6,660 Ibs LL 6,472 Ibs LL 5.411 Ibs LL 1,712 Ibs DL 2,558 Ibs DL 4,242 Ibs DL 4,169 Ibs DL 3,481 Ibs DL 581 Ibs SL 2,716 Ibs SL 4,604 Ibs SL 4,426 Ibs SL 3,697 Ibs SL 617 Ibs Total Horizontal Product Length=38-00-00 Load Summary Live Dead snow wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(pst) Left 00-00-00 38-00-00 40 12 14-00-00 2 roof Unf.Area(psf) Left 00-00-00 38-00-00 15 30 14-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 10,020 ft-Ibs 27.3% 115% 15 2-Internal Completeness and accuracy of input must Neg. Moment -14,164 ft-Ibs 38.6% 116% 19 2-Right be verified by anyone who would rely on End Shear -910 Ibs 7.7% 100% 14 5-Right output as evidence of suitability for Cont Shear 5,993 Ibs 44.0% 115% 19 2-Right particular application.Output here based Uplift 307 Ibs n/a 16 5-Right on building code-accepted design P 9 properties and analysis methods. Total Load Defl. U1,181 (0,098") 20.3% 15 2 Installation of BOISE engineered wood Live Load Defl. U1,484(0,078") 24.3% 15 2 products must be in accordance with Total Neg. Defl. 0.072" 14.4% 15 1 -Cantilever current Installation Guide and applicable Max Defl. 0.098" 9.8% 15 2 building codes.To obtain Installation Guide Span/Depth 10.4 n/a 3 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC D,BC FRAMER@,AJSTM Bearing Supports Dim.(L x W) Value Support Member Material _ ALLJOIST®,BC RIM BOARD-,BCI®, B1 Wall/Plate 5-1/2"x 5-1/4" 9,134 Ibs 74.4% 42.2% Spruce-Pine-Fir BOISE GLULAMTM SIMPLE FRAMING B2 Wall/Plate 9-1/4"x 5-1/4" 15,406 Ibs 74.6% 42.3% Spruce-Pine-Fir SYSTEMV VERSA-LAM®,VERSA-RIM B3 Wall/Plate 9-1/4"x 5-114" 15,067 Ibs 73.0% 41.4% Spruce-Pine-Fir VE SA- VERSA O,VE TUDO are B4 Wall/Plate 9-1/4"x 5-1/4" 12,589 Ibs 61.0% 34.6% Spruce-Pine-Fir VERSA-STRAND®,Wood Products, Trademarks of Boise Wood Products, S5 Wall/Plate 5-1/2"x 5-1/4" 2,911 Ibs 23.7% 13.4% Spruce-Pine-Fir L.L.C. Cautions ,� Uplift of 307 Ibs found at span 5-Right. y�zy 4f /7-Q:„1 Notes ,ra` PAtJ w. ��%;�:� Design meets Code minimum (U240)Total load deflection criteria. SwANBGN r� Design meets Code minimum (U360) Live load deflection criteria. G; )TAucrURAL Design meets arbitrary(1")Maximum load deflection criteria. N 35334 Sl4NAL Page 1 of 2 r Town- of Barnslabze r . Regulatory SerAces � llAF113TA�L.E, �. ,kiss Thomas F. Geiler,Director 'rya :�,e� BL ldzng Division Thomas"perry,CBO,BuBdiiag Coin-missioner ' 200 Main Street, Hyannis,Na 02601 www.town.barnsta ble.ma.us Office( 508-862-4038 Fax: 508-790-6230 PLAN R VEE W Owner: /Jewew E7lb Map/Parcel: 0�-® - 00 -3 Project Address jY 'S4Wro it A,a. , C'`7 Builder: ..'! XZ— The following iteaas were noted on reviewing: Rai 1n f ro?-re ai� �Jc �� � f 0�t'G m-(,7's �L t 2 s /,u (�7 �(� d N.z> Xt rc ram/ /�GG�zv {, — i9-sGli z" 700 Wo 3� O ( Gt-I/ O ed !t s!Pod£v-j Reviewed by:— ✓� � Date: 7 z7 fJ`� L15 T' /o Q:Fornis:Plnrvw 7 -�-7 o Mckechnie, Robert From: robert.benedetto@cox.net Sent: Wednesday, August 12, 2009 11:38 AM To: Mckechnie, Robert Subject: SE3-4203 Bob, In reference to my building permit application, please be advised that my estimated cost of construction bids have been coming in lower than what I had estimated and stated in my permit application. My revised estimates are $375, 000 for the house and $50, 000. for the detached barn. Please make the appropriate note/changes on my permit application. Thank you. Bob Benedetto 1 , • winson Structural. Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 _ residential Phone 508-520-1333 heavy timber m ''!'' Orr K q Fax 508-520-1334 Paul(aLSwansonStructuraLcom - �_ — ._. F ! i r --- —... I xxp t-- i ' I r �'� I i �u 1 t Y� ��r-; i i� .�.r_ i i _•fi—.A__�F. ,---���---1��_.._� -s-- t t.._.. � s 3 t f � j � 4 , ) I t�I � �. C J d.I AIC T 'o""----�—_ i—._ __mot ._.�....._..._�..v. �.._...._...•i---J•.—„�.... _ :_..�..{..._. p .._.._.d— f � — � —i—._ _..�._—" ._( } p1.4�5 rD 4N4 -t STvD TbIQ,gGm? Al , i yy TO-OWL __ t!'1ICTUrclp r it t Job Name e M)!MC 2�V15/0/� - I�OD� 012�1Z �� Job Number 3 -9T Location 159 S"Tyj r k D. GOPv I�r, - VIA Sheet - l of 2 Client _ P 06 . - -By _.ptV j _ ..-Date V I8 WE- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 01 BC CALC®2.0-Design Report-US 2 spans I No cantilevers 1 0/12 slope Friday, June 26, 2009 14:24 Build 284 k File Name: BC 3396 Job Name: New Free Standing Garage Description: Beam 01, Address: 359 Santuit Rd. Specifier: ►�/ , City, State,Zip: Cotuit, MA Designer: fw Customer: Benedetto, Robert Company: Swanson-Structural, Inc. Code reports: ESR-1040 Misc: job 3396 io ` 12 3 „.^tea 14 19-00-00 17-00-00- B0,3-1/2" B1,5-1/4" B2,3-1/2" DL 1,452 lbs DL 4,316 lbs _ DL 1,209 lbs SL 3,015 lbs SL 8,017 lbs SL 2,745 lbs Total Horizontal Product Length=36-00-00 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(pso Left 00-00-00 36-00-00 15 , 30 .12-00-00 Controls Summary Value %Allowable Duration Case span k,, 'Disclosure Pos. Moment 17,006 ft-lbs 50.9% 115% 193 1 -Internal Completeness and accuracy of input must Neg. Moment ' -22,069 ft-lbs 66.1% 115% 3 1 Right be verified by anyone who would rely on t End Shear 3,659 lbs 34.2% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 5,606 lbs 52.4% 115% 3 1 - Right particular application.Output here based 0 1 on building code-accepted design Total Load Defl. U382(0.58 ) 47.100 193 e _ properties and analysis methods. Live Load Defl. U524(0.43,9) 45.8/0 193 1 Installation of BOISE engineered wood Total Neg. Defl. -0.116" _ 15.4%`' 193 2 products must be in accordance with Max Defl. 0.589" 58.9% 193 1 current Installation Guide and applicable Span/Depth 16.1 n/a 1 building codes.To obtain Installation Guide " or ask questions;please call %Allow %Allow (800)232-0788 before installation: Bearing Supports Dim.(L x W) Value Support Member • Material .4 BC CALC®,BC FRAMER®,AJS-, BO Wall/Plate 3-1/2"x 3-1/2" 4,467 lbs 85.8% 48.6% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARDT*' BCI®, ` B1 Post 5-1/4"x 3-1/2" 12,333 lbs 22.4% 89.5%° Versa-Lam 1.7 BOISE GLULAMTT" SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 3-1/2" 3,954 lbs 75.9% 43.0% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, ` VERSA-STRAND®,VERSA-STUD®are Cautions trademarks of Boise Wood Products, For roof members with slope(1/4)/12 or less final designmust ensure that ponding instability L.L.C. s will not occur. For roof members with slope(1/2)/12 or less final:desigh.must account for Rain-on-Snow surcharge load. < Notes Design meets Code minimum U180 Total load deflection criteria Design meets Code minimum (U240) Live load deflection criteria. ­ N Design meets arbitrary(1") Maximum load deflection'critena., �'I -, STRUGi - v�tY . No.35 34 Connection Diagram b d_ 01 a minimum=2" c=:10" b minimum= 3 d= 12" k. Member has no side loads.x, Connectors are: 16d Common Nails x •? '*.: a . + Page 1 of 1 .s 4. R Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02 BC CALC®2.0 Design Report-US 1 span No cantilevers 0/12.slope Friday, June 26,2009 14:23 Build 284 File Name: BC 3396 Job Name: New Free Standing Garage Description: Beam 02 Address: 359 Santuit Rd. Specifier: City, State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural., Inc. Code reports: ESR-1040 Misc: job 3396 - 12 3 2 NA MIA .., a 06-00-00 BO,3-1/2" B1,3-1/2" DL 957 Ibs . DL 957 Ibs SL 1,688 Ibs SL 1,688 Ibs Total Horizontal Product Length=06-00-00 ' 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 06-00-00 15 30 02-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 06-00-00- , 40 n/a 3 Beam 01 at bearing BO Conc.'Pt. (Ibs) Left 03-00-00 03-00-00 1,452 31015 n/a Controls Summary Value %Allowable ' Duration Case Span Disclosure Pos. Moment 6,682 ft-Ibs 69.4% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2,522 Ibs 45.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U488(0.136") 36.9% 3 1 output as evidence of suitability for Live Load Defl. L/749(0.089") 32.1% 3 1 particular application.Output here based Max Defl. 0.136" 13.6% 3 1 on building code-accepted design properties and analysis methods. Span(Depth 9.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with - %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2,645 Ibs 50.8% 28.8% Spruce-Pine-Fir (8 ask questions,please call 61 Wall/Plate 3-1/2"x 3-1/2" 2,645 Ibs 50.8% 28.8% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM Cautions ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUDS are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria: Y - Design meets Code minimum (U240) Live load deflection criteria. 3 � ; Design meets arbitrary(1") Maximum load deflection criteria.. g,i •"� . r • r c IAL No: 3533d #fi Page 1 of 2 ,. 04*ISE" Double 1-3/4' x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 03 BC CALC®2.0 Design Report-US 1 span No cantilevers 0/12 slope Friday, June 26,2009 14:23 Build 284 File Name: BC 3396. Job Name: New Free Standing Garage Description: Beam 03 Address: 359 Santuit Rd. Specifier: City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson.Structural, Inc. Code reports: ESR-1040 Misc: job 3396 12 3 2 IV`kg - Wil r. .. „ I _ °7-°°-00 BO,3-1/2" B1,3-1/2" DL 875 Ibs DL 875 Ibs SL 1,583 Ibs SL 1,583 Ibs Total Horizontal Product Length=07-00-00 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 07-00-00 15 30 02-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 07-00-00 40 .' n/a 3 Beam 01 at bearing B2 Conc. Pt. (Ibs) Left 03-06-00 03-06-00 1,209 2,745 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,180 ft-Ibs 74.5% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2,334 Ibs 42.1% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U384 (0.205") 46.9% 3 1 output as evidence of suitability for Live Load Defl. U579 (0.136") 41.4% 3 1 particular application.Output here based Max Defl. 0.205" 20.5%- 3 1 on building code-accepted design Span/Depth 10.8 n/a 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2,457 Ibs 47.2% 26.7% Spruce-Pine-Fir (8 ask questions,please call P (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2,457 Ibs 47.2% 26.7% Spruce-Pine-Fir. BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD- BCI®, Cautions BOISE GLULAM- SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes ° Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria: { IJL V STRUCTURAL 0. 35334 . O AL Page 1 of 2 s Bl��SEn Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBea 04 BC CALC®2.0 Design Report-US 1 span No cantilevers 0/12 slope Friday,June.26,2009 1 . Build 284 , File Name: BC Job Name: New Free Standing Garage Description: Beam'04 Address: 359 Santuit Rd. Specifier: iJ City, State,Zip:Cotuit, MA Designer: (� / Customer: . Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396 2 � i f 3d t " W 1 RE (>b �.,. E .� b •'a jm�3 ,. br .' ac G ,Fr ,.�.., :.. k: rift 16-06-00 BO,3-1/2" B1,3-1/2" LL 3,960 Ibs LL 3,960 Ibs DL 2,101 Ibs DL 2,101 Ibs RLL 1,485 Ibs RILL 1,485 Ibs Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 16-06-00 40 12 12-00-00 2 roof Unf.Area(psf) Left 00-00-00 16-06-00 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 23,633 ft-Ibs 54.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4,990 Ibs 35.7% 100% 1 1 - Left, be verified by anyone who would rely on Total Load Defl. U339(0.568") 70.8% 4 1 output as evidence of suitability for Live Load Defl. U470(0.41") 76.6% 4 1 particular application.Output here based Max Defl. 0.568" 56.8% 4 1 on building code-accepted design Span/Depth 13.7 n/a 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %,Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/21'x 5-1/4" 7,546 Ibs 96.6% 54.8% Sp (8 Spruce-Pine-Fir (8 ask questions,please call 00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 7,546 Ibs 96.6% - 54,8% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJS-, ALLJOISTO,BC RIM BOARDTM' BCI®, Notes BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria.. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. ' a ►1b —d. , o T o c e 0 '.r9 W. Cl,b a minimum=2" c.=9" ° STRUCTURAL b minimum = 3" d= 12" °• ° No, 35334. ' e minimum= 3" Member has no side loads. S AL `� Connectors"are: 16d Common Nails 2 0� r Page 1 of 1 HOiSE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP . Floor BeamlBea 05 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Friday, June 26,2009 Build 284 File Name: BC f� Job Name: New Free Standing Garage a Descri tion: Beam.05 P Address: 359 Santuit Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural; Inca Code reports: ESR-1040 Misc: job 3396 2 7 ; R O IN WIN 10-06-00 BO,3-1/2" 61,3-1/2" LL 2,520 Ibs LL 2,520 Ibs DL 1,302 Ibs DL 1,302 Ibs RILL 945 Ibs RLL 945 Ibs Total Horizontal Product Length=10-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left:. 00-00-00 10-06-00 40 12 12-00-00 2 roof Unf.Area(psf) Left 00-00-00 10-06-00 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,177 ft-Ibs 43.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3,034 Ibs 32.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U435(0.277") 55.2% 4 1 output as evidence of suitability for Live Load Defl. U599(0.201") 60.1% 4 1 particular application.Output here based % 4 1 on building code-accepted design Max Defl. 0.277" 27.7 Span/Depth 12.7 n 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow' current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 4,767 Ibs 61.0% 34.6% Spruce-Pine-Fir ( ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 4,767 Ibs 61.0% 34.6% Spruce-Pine-Fir 800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD- BCIO, Notes BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. K` SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUSO,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Wood Products, Connection Diagram p L.L.C. �b d a • • • o o +. C cgs r1 J o� O c �� r"� y'✓�x e O aLiL W. e. :m ANSON S „TRUCTURAL )Y a minimum=2" C=4-1/2" t No,35334 b minimum=3" d= 12" e minimum=3" Member has no side loads. Connectors are: 16d Common Nails. Page 1 of 1 . Joist over Garage by-N.ye,h.e.se, 14" TJI@ 360 @ 16" o/c - �, • . TJ-Beam®6.35 Serial Number.7005121161 User..2 6/26/2009 2:26:32 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 24• A . Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other . Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 480/192/0/672 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2. Stud wall 5.50" 4.25" 480/192/0/672 A3:Rim Board .1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the iLevel®Builders guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2".with web stiffeners and 5 1/4"without web stiffeners. -See iLevel®Specter's/Builders Guide for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Result .Location Shear(Ibs) 651 -646 1955. Passed(33%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 651 651 1505 Passed(43%) Bearing 2 under Floor loading Moment(Ft-Lbs) 3784 3784 7335 Passed(52%) MID Span 1 under Floor loading Live Load Defl(in) 0.407 0.581 Passed(U686) MID Span 1 under Floor loading - Total Load Defl(in) 0.570 1.163 Passed(U490) MID Span,1 under Floor loading TJPro 36 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking.. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'7"o/c unless detailed otherwise. Proper attachment and positioning,of lateral bracing is required to achieve member stability. , TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span.'. Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include Ceiling-5/8"Direct Applied Gypsum' Ceiling,Strapping 1x4 Flat. A structural analysis of the deck has not been performed by the program..Comparison Value: 1.87 RIWL W. � SWAN-SON t st STRUCTURAL vif$ No, 35334 PROJECT INFORMATION: ` - OPERATOR INFORMATION: Robert Benedetto Paul Swanson Free Standing Garage Swanson Structural,Inc. 359 Santuit Road 116 Forest Street Cotuit, MA ;, Franklin,MA 02038 a job 3396 { Phone:508-520-1333' , Fax :508-520A 334 paul@swansonstructural.com Copyright 2009 by iLevel®, Federal Way, WA. TJI® and-TJ-Beam® are registered trademarks of iLevel®. e-I Joist-,Pro- and TJ-ProTM are trademarks of iLevel®. C:\Documents and Settings\paul\Desktop\Swanson Structural\3360-3399\3396 Benedetto garage 359 Santuit Road Cotuit\gar joist.sms i 07A6/2009 14:14 5085450898 BRIAN JUDGE 05ft-f-il"y PAGE 06/09 AIL REScheck Software Version 4.2.2 Compliance Certificate Project Title: Benedetto Barn Energy Code: 2006 IECC Location: Cotult,Massachusetts Construction Type;, Singlt?Parnlly Conditioned Floor Area: 864 Ft2 Glazing Area Percentage: 10% Heating Degree Days: 6137 Climate,Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 359 Santuit Rd Bob Benedetto Brian Judge Cotuit,MA 359 Santuit BRIAN P.JUDGE AIA Cotuit.MA 841 Worcester Rd (949)413-0799 • #311 Natick;MA 01760` (508)545-0898 bdan.judge44@verizon.net Compliance:25.3%.Better Than Code Maximum UA!330 Your UA:247 ity • ' D.. Ceiling 1;Cathedral Ceiling(no attic) 864 30.0 2.5 2776 Wall 1:Wood Frame,16"O.C. 1682 20.0 2.5 Window 1:Vinyl Frame:Double Pane with Low-E 190 0.033 6 SHGC:0.34 Door 1;Solid ap 0.140 6 Door 2:Glass 38 0-270 10 SHGC:0.34 40 Wall 2;Wood Frame, 16"o.c. 547 13.0 2.5 Floor 1-Slab-On-Grade:Heated 120 10.0 82 Insulation depth:6,0' 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 t et l 2006 IECC requirements in REScheck Version 4.2,2 and to comply with the mandatory requi me listed in the R e ns ion Checklist. L AVA. Name-Title S� aura Eat 2 Project Notes: New constructionof a Cape design with 2X6 studs( 16"o/c with lcynene insulati in walls and underside of roof deck.First floor to have 2" R-10 rigid Insulation under concrete floor slab- . Project Title: Benedetto Barn J Report date' 07/06/09 Data filename: C:1Documents and Settings\BRIAN JUDGE\My Documents\13ENEDETTO BARN.rck Page 1 of 3 07/66/2009 14:14 5085450898 BRIAN JUDGE PAGE 07/09 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic), R30.0 cavity+R-2.5 continuous Insulation Comments: Above-Grade Walls: [] Wall 1:Wood Frame, 16"o.c.,R-20,0 cavity+R-2,5'continuous insulation Comments: ❑ Wall 2:Wood Frame,16"o.c„R-13.0 cavity+R-2.5 Continuous insulation Comments; Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-6,U-factor;0.033 For windows without labeled U-factors,describe features: #Panes Frame"Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.140 Comments; ❑ Door 2:Glass,U-factor:0.270 4. Comments; Floors: ❑ Floor 1:Slab-On-Grade:Heated,6.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the Ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed Inside an air-tight assembly with a 0.5"clearance from Combustible materials and a 3"clearance from insulation, Sunrooms: ❑ Sunrooms.that are thermally isolated from the building envelope have a maximum fenestration ll-factor of 0.50.and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ vapor retarder is installed on the warn-in-winter side of all non-vented framed ceilings,walls,and floors'.or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are identified so that compliance can be determined. Q 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. Report date: 07106/09 Project Title: Benedetto Barn Data filename:C:\Documents and SettingsNBRIAN JUDGE\My Documento\BENEDETTO BARN.rck page 2 of 3 07/06/2009 14:14 5085450898 BRIAN JUDGE PAGE 08/09 C] Insulation is installed according to manufacturer-e instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation: Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. p Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6, Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. p Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. 7 Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: 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. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment, NOTES TO FIELD:(Building Department Use Only) Project Title: Benedetto BarnRepoli date: 07/06/09 Data filename:C:\Documents and Settings\BRIAN JUDGE\My Documents\BENEDETTO BARN,rck Page 3 of 3 07/0G/2009 14:14 5085450898 BRIAN JUDGE PAGE 09/09 2006 IECC Energy Efficiency Certificate Ceiling/Roof als1 Wall Z2.51 Floor/Foundation 10.00 r Ductwork(unconditioned spaces): boor skating or Window 0.03 0-3b Door 0.14 o.34 Watar Heater. Name: Date: Comments: P. 1 Error Report ( Ju1; 6.- 2009 3.`23PM ) 2) File No. User Name Destination Mode Time Page Result 4242 G3RES 0 41 ' P. 1 E Page not recei°ved Quick• Service Code P. 1 00-01 # Batch C Confidential $ Transfer P Pot l.i ng M Memory L Send later @ Forwarding E ECM S Standard D Detail F Fine U Super Fine Reduction H Stored/D. Server LAN—Fax t Delivery Q RX Notice Req. A RX Notice O: Mail <>: IP—FAX d : Folder Cape Cod Construction Services, Inc. David Sauro 163 Tern Lane Centerville, MA 02632 Office &,Fax: 508-778-0897 Cell: 774-487-2206 davidsauro@comcast.net July 6, 2009 .By Fax: 508-790-6230 Town Of Barnstable Building Division Mr. Paul Roma Hyannis, MA 02601 Re: 15 Ripple Cove Road, Hyannis Building Permit B 20072604 Dear Mr. Roma; As a follow-up to our telephone conversation this morning; I hereby request a thirty day extension to the Temporary Certificate of Occupancy for 15 Ripple Cove Road;, Hyannis. - With the rainy weather we have experienced the month of June we have not been able to get any landscaping completed. It is expected to be done this month of July. Respectfully submitted'on behalf of the building owner; Marilyn Mohan. David Sauro 61l .d ti00 "ON WdsZ :E 6006 '9 ; o OM :A_ZTEC REPROGRAPHICS FAX NO. :5084200130. May. 20,2010 09:50AM P1i3 } 1i FAXSBULE DOCUMENT To: Building Department Attention.: Bob McKechnie Fax No: 508-790-6230 Date: 5-20-10 From:Robert Benedetto Cell ph.one:949-413-0799 a Email: Robert.henedetto(a�,cox,net Wages: (including cover) 3 Message: Hi Bob, Please find attached my drawing/solution. .for the porch post structural attachment to the building frame. Please advise at your earliest convenience if this is acceptable to you. 'If so, I will mail or drop off the original and three . copies for your tile. Thank,you. The manufacturer of the PVC split post that will cover the 4A post has no structural attachment solution. Regards, . :Bob .. , 3 (Q h f r o s �V G POs."r` .CSfLfCD m: O z . SIKiFSaht �T�aNG-Tl TYP FOR 2 = g 1, L X /� '._ Go"pve 1'T F S`- coNG-FoorfNG 1•a ,, f Q DH.T Po r GH Po5 l — DF-ry T,4 � ! o - 1 W - �r-f. P. FdRry 3 SUS omr A C E N s1� 354CI _-5NH UI T fZ,--aA � . o : T, Jul A 0 ;S THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM / L DATA `-03 N 1te BCS allows for the ocnilftfion of 2-Us to a 4x post or 3 2irs to a fix ! m pprsr double spear nailing betwan beam arts post gives added stretigthf The n BC series offers dual purpose post ca g P 1� a for Ji in cap or base connectons. htAl'ERIAt:lSgauge. � - RM9 N:Galvanized.Some proddcts availabre in ZMW coating; tw a>otestur T see Corrosion Information,page 10 i L I g o JHSTADo not in •Use ad specitierl tasteners.See General Notes r nor Il W; •Do not irrsta1J bolls into pilot holes l yp:' BCS:install dame rtallS on beam: at a Eratodritre irai6s n angle through ;I i the beam into the _ Past below achieve the table loads f i. BC_ bases dD nonstall Yfith d comrnorrs or 16dx2r 'joist hanger nails. ;� un� 1 ..; Provide adequate resfstanfle to prevent mEmbers ft met rotatfhg about the base.and therefore are not reran l BC4 CapJB3S9 none top-MPported:irlsfallatio � •To tie multiple ac members torfetlteF tile_ cafMM). Pnsc (6 similar), Sr fasteners enquired to tom meliltiers to asronefrnwo�irt �� 't: spotting the vrood_ to CODES See - - - -- — i�tbeiwf% page t2 for Code Reference Key Cbarf.. - -:... ro� Ihm prradr=are amkNe I Base (Typ.j aorrasrivr dofGmr otl this avanablSe we Pa9� also Addhr ono! f:. �Y 6e' an V ahks ehrec - oA� k srrr�, Z r2� BC6Q.HaB Base F. ; t i - �-- �,� `= (Aoltrer similar) � t •. ._:: - - :-< <' - Aare bea igcreased ..4 OD A1Jawabpe loads BC6 51�r 534 4�rb.s '-a ° 6D%for wind or earNuake 6r Mg K) . .. . I 337s 1Rf51dT=-_— 112: mth no 5,rrtf;er alaease allarred; m 6--' - 3- » 2ODQ. �eGlrce where Sher loads i t3C&R 6,: ..6 3 '12-lfidt°12-i6d C2D, 12.Sin!ce wj Composite BCB 1050 2000 Fit P lumber i 7Tg T1r 71� T� 4 d 12-0fid 12-16d f I j I — 180D 20D0 I columns flare sides that sAotiv m Al i l.�' -s, _ eittser the wide foe orthe edges Ir I ; ' y _. the fumbers-tran . - of ds\+eneeys. -- - - SASEs— - Values in the tables reflect installatiec6 _ . .,i 'fi: ;f- J .• _ ...' = Jmlletfn T I nical _ de �f>fl4l aloes - - .,tech 1n the narioCrov� ledge lree page 9Pfordetads ti 16d, 4 16d' _ 13.8asa allMgfe Madsassurnes,raUs 735 -170 I Have ft,llpenetration Ir,ro sun porti a I I i I(� member, o not or4t I 6 4-16d 45Q r35 Loads d :.. . 3 _ n grain post linshtuatws. _ p, 14-MILS:16d_0.162'dfax 3v2'[ori& �c 16-17 for other nail sores m r I I. l! Lally oolirmr,raps and steel eoJumn m Provide adequate beadn fj, I i I Iri" �i ilAl:LCG--i2 glen for to I I:i',,: tfISTALTAtfOi'l: Ilse auge'CCOS—7 gauge RNISH:LCG—Simpson Stro gg-Ties g y girder Cn?3cnD Q GzJvaneed I � _��' pecat5ed fasteners.See Genenl Notes. ' ii l,.l ;ii''„ • CD GCG—Ft the lafly colurnn tap over itre lafty-column and-attach to the girder. 4 jl �.l.±'I� I.i i. : setFat des l cattiMn cap Dn.COMn a end plate with{4)Sirtyisnn Strong-Tie l]a,kdrive® CODES:See (8Wrded)add aifath to girder. 1 Cade Ref m lr I I it I I I I t ' page 12 for erence Key Chart. 3 to �s 5`r *' LCC45 35 f4:ra Tri Ie 2x10/� <. _1582F1 Dab - -- - .:• I °": 3 -. 0.0 CVL/PSLµ�SL-::..8 i6d: 3 fi I: .. LCI 3 3 5 L1rUPSL/LSL. . -8=i&d _ a — 1582D � 1615 J Typ "-Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street , M Franklin, A 02038-2579 commercial residential Phone 508-520-1333 '�r heavy timber 1 COOL Fax 508-520-1334 Pa ulna SwansonStructural.coin lit- : , — 1 C00�!GR i►NM/t-f �- Ri AT/Z"O C. 4olTDM i - - '- ��JW¢X;-PD`�/L - is -37 , 77/ / i - / A Si 4t'O C,- 3 i— .__ 44 5/0 I � _D J- - `OF I ; PAUL -r- � 353P,,4 a i i OF Job Name Alew Ftza, Sr-Awo(N4 �E Job Number 3 596 . 1 Location 35 SAq A..,1 t "!Z D: C6)AJ4 i", /V1�4:' sheet "`r of 7 Client 608 130/yc Q G fro By itww S -Date D O pEIU-1 )T - ; S, r_ -S - 2v 'I Swanson Structural, Inc. - Paul W.Swanson,P.E. Engineering Services t 116 Forest Street g g Franklin,MA 02038-2579 commercial residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pauj(SwansonStructuraLcom POO y c i�i T L _ NbNoMi3 Si I S , Now 7i ' , t — , I �vL _7QA ..... o ) sly o,� air _(SoE�S J -- - 3�-x16 26 I i 1OF ""I i ; PAU L V°J '� r._J�S. viz rttN to 4 ..•S � frRQCTORAL d P1W 35334 j. I , # ! I I # ( i Job Name - Job Number 3 394 Location Sheet 2 of Client By ip�/S Date M30/a 9 451 1301SE" Double 11-7/8" AJS®20 MSR Joist1J01 ;1 BC CALCO 2.0 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, September 30, 2009 09:45 Build 287 16"OCS ( Repetitive I Glued&nailed construction File Name: BC 3396 Job Name: New Free Standing Garage Description:J01 Address: 359 Santuit Rd. Specifier: City, State,Zip: Cotuit, MA Designer: ' Customer: Benedetto, Robert Company: :'Swanson Structural,anc. Code reports: ESR-1144 Misc: job 3396 c, F ryue _ ,, _: a c t'E .p, Y A rr `Yryi. ✓ k»4y 12-00-00 1301 4-1/4" B1,3-1/2" B2,4-1/4." LL 2,092 Ibs LL 2,660 Ibs LL 2,092 Ibs DL 62 Ibs DL 195 Ibs DL 62 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%. 900/6 115% 133% 125% OCS 1 Garage Floor Unf. Area(psf) Left 00-00-00 24-00-00 '50 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,232 ft-Ibs 48.1% 100% 4 1.27 2-Internal Completeness and accuracy of input must. Neg. Moment -2,569 ft-Ibs 29.2% 100%' 128 1 -Right be verified by anyone who would rely on End Reaction 2,150 Ibs 88.5% 100% 124 1 Left output as evidence of suitability for Int. Reaction 2,852 Ibs 59.7% 100% _ 126 1 -Right particular application.Output here based Cont. Shear 2,572 Ibs 86.3% 100% 126. -1 -Right on building dysis d design properties ann d analysis a methods. Uplift 137 Ibs n/a 128 1_-Left, Installation of BOISE engineered wood Total Load Defl. U1,266 (0.111") .` 19.0% 127 2, products must be in accordance with Live Load Defl. U1,307(0.108") 36.7% 127 2 current Installation Guide and applicable Total Neg. Defl. -0.036" 7.1% ' 125 2 building codes.To obtain Installation Guide Max Defl. 0.111" 11.1% 127 2 or ask questions,please call Span/Depth .11 1% 1 (800)232-0788 before installation. BC CALCO,BC FRAMERO,AJSTm, %Allow %Allow ALLJOISTO,BC RIM BOARDT"' BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM'°" SIMPLE FRAMING BO Wall/Plate 4-1/4"x 5" 2,155 Ibs 23.9% n/a Spruce-Pine-Fir SYSTEM@,VERSA-LAMS,VERSA-RIM B1 Beam 3-1/2"x 5" 2,855 Ibs 21.8% - n/a Versa-Lam 1.7 PLUS@,VERSA-RIM@, .. VERSA-STRAND@,VERSA-STUDS are - B2 Wall/Plate 4-1/4"x 5" 2,155 Ibs 23.9% n/a Spruce-Pine-Fir, trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 137 Ibs found at span 1 -Left. " � ah Notes v Design meets Code minimum(U240).Total load deflection criteria. r f PAUL W wn.y Design meets User specked(U480) Live load deflection criteria. r , �� Design meets.arbitrary(1 )Maximum load deflection criteria. f Sv�AP. .r'1 -` - rn Composite El.value based on 23/32„ 5�-,P,t;CfURAL thick sheathing glued and nailed to joist. No.3 Garage Floor Analysis Notes Design Passes Residential Garage Floor Analysis,for a single car garage. FSSlOHA The following Garage Surface and Sheathing Requirements apply: 2-Layers of 23/32"thick,.Exposure 1,48/24 Rated CDX or Structural CDX sheathing. Joints should be staggered between layers,with both layers applied OR Single layer of 23/32"thick, Exposure 1,48/24 Rated CDX or Structural CDX sheathing with face grain perpendicular to joists, plus a topping layer of 3"concrete reinforced with 6"x 6" 10/10 wire mesh. Page 1 of 1 1 ' "BoiSE" Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP' Floor Beam\Beam 06 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, September 30,2009 09A5 Build 287 File Name: BC 3396 1 L V L no D �60, Job Name: New:Free Standing Garage Description: Beam 06 Address: 359 Santuit Rd. Specifier: t6 E S x w l o x 26 City, State,Zip: Cotuit, MA Designer: Customer Benedetto, Robert Company: Swanson Structural;Inc. , Code reports: ESR-1040 Misc: job 3396 ,i ,. 'S. a 19-01-00 BO,3-1/2" 81,7" LL 7,047 Ibs LL 7,266 Ibs DL 1,913 Ibs DL 6,289 Ibs SL 8,017 Ibs Total Horizontal Product Length=19-01-00 . Load Summary Live" Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133%, 125% Trib. 1 Garage Floor Unf.Area(psf) Left 00-00-00 19-01-00 50 .12 '15-00-00 2 Beam 01 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 4,316 8,017 n/a Controls Summary Value %Allowable Duration Case Span DISCIOSure Pos. Moment 40,067 ft-Ibs 71.5% 100% . 1 1 -Internal Completeness and accuracy of input must End Shear 7,411 lbs 46.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U325(0.676") 73.8% 1 1 output as evidence of suitability for Live Load Defl. U414 (0.532") 87.0% 1 1 particular application.Output here based Max Defl. 0.676" 67.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable BearingSU OrtS Dim. L x Value Su building codes.To obtain Installation Guide pp ( W) Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4' 8,960 Ibs n/a 65.0/o Unspecified (800)232-0788 before installation. B1 Post 7"x 5-1/4" 21,572 Ibs 0.6% 78.3% Steel BC CALC®,BC FRAMER®,AJS-, Notes ALUOIST®,BC RIM BOARD TM BCIO, SIMPLE FRAMING Design meets Code minimum(U BOISE GLULAMTM'240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection.Diagram L.L.C. b d a • . o c o OF If - � ` • e o 0 o v PAUL W ,> • a � SVd`Antcf?Cd •'.ems .7 RL;CTURAL a.minimum=2 c= 11 A1o.35334 3 b minimum=3" d= 12" e minimum=3" a S .4AL 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' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 .3100 SP Floor BeamlBeam 07 j BC CALCO 2.0 Design Report-US 1 span j No cantilevers 1 0/12 slope Wednesday, September 30, 2009 09:45 Build 287 File Name: BC 3396 11" LV` 7VO Job Name: New Free Standing Garage Description: Beam 07 VSE S ret-L w 10X Z2. Address: 359 Santuit Rd. 2 Specifier: r. City, State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural,Inc. Code reports: ESR-1040 Misc: job.3396 u ...13,08-00��:� BO,3-1/2" B1,3-1/2" LL 5,125 Ibs LL 5,125 Ibs DL 1,350 Ibs DL 1,350 Ibs Total Horizontal Product Length=13-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start_ End 100% 90% 115% 133% 125% Trib. 1 Garage Floor Unf_Area (psf) Left 00-00-00 13-08-00 50 12 15700-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 20,664 ft-Ibs 64.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 5,261 Ibs 44.4% 100% 1 1 - Left ` be verified by anyone who would rely on Total Load Defl. U358(0.443") 67.1% 1 1 output as evidence of suitability for Live Load Defl. U452(0.351") 79.6% 1 1 particular application.Output here based. Max Defl. 0.443" 44.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearin SU ortS Dim. L x Value Su building codes.To obtain Installation Guide g pp (, W) Support Member Material or ask questions,please call BO Wall/Plate. 3-1/2 x 5-1/4" 6,475 Ibs 82:9/0 47.0/o Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 6,475 Ibs . .82.9% 47.0% Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCIO, Design meets Code minimum(U240)Total load deflection criteria. BOISE ,VE SIMPLE FRAMING 9 � SYSTEM@;VRSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.LC' L'b d a t oT o c i e o • L—• o �� OF f :.. a minimum=2" c=6-7/8" SWa.D.SQN v S b minimum=3 d= 12 RUCTURAL v� e minimum=3" No/,5 9 ftC Member has no side loads. ,,, � s Connectors are:.16d Common Nails. FSSOHAL Page 1 of 1 30iSE- Triple 1-3/4" x 16"VERSA-LAM® 2A 3100 SP ` Floor l3eamlBeam 08 BC CALC®2.0 Design Report-US 1 span I.No cantilevers 0/12 slope Wednesday,September 30,2009 09:45 Build 287 7- 7p File Name: BC 3396 Job Name: New Free Standing Garage Description: Beam 08 V 56' 51e6t wIaX 26 Address: 359 Santuit Rd. Specifier: City State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert y -Company: vSwansonStructural,'Inc ; Code reports: ESR-1040 Misc: job.3396 a -- 3 , 2 s v 1 d x ,`, . .k' �,yt� '.`a`, ��' asY , i -vs.'s.x e .s-+i�, 3 16-06-00 , BO,3-1/2 B1,3-1/2 LL 6,435 lbs ` LL 6,435 lbs DL 3,941 lbs DL 3,941 IbS RLL 1,485 lbs RLL 1,485 lbs , a Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(pso Left 00-00-00 16-06-00 40 12 12-00-00 2 roof Unf.Area(pso Left 00-00-00 16-06-00 15 30 `06-00-00 3 Garage Floor Unf.Area(pso Left 00-00-00 16-06-00 50 10 06-00-00 4 walls Unf. Lin. (plf) Left 00-00-00 16-06-00 160 n/a- Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 40,455 ft-lbs 72.2% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 8,332 lbs 52.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U322(0.598") 74.5% 4 1 output as evidence of suitability for Live Load Defl. U482(0.399") 74.6% 4 1 particular application.Output here based Max Defl. 0.598" 59.8% 4 1 on building code-accepted design properties and analysis methods. Span/Depth 12.0 n/2 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2" x 5-1/4" 11,861 lbs 151.9% 86.1% S ruse-Pine-Fir(8 ask questions,please call p (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 11,861 lbs 151.9% 86.1% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJSTM', ALLJOISTO,BC RIM BOARD-,BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING Bearing length at bearing BO should be at least 5-3/8". SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing BO cannot support a load of 11,861 lbs. PLUS®,VERSA-RIM®, Bearing length at bearing B1 should be at least 5-3/8". VERSA-STRAND®,VERSA-STUD®are arks of Boise Wood Products, Bearing B1 cannot support a load of 11,861 lbs. L.L.C. Notes ° Design meets Code minimum(U240)Total load deflection criteria: Design meets Code minimum(U360) Live load deflection criteria. OF Design meets arbitrary(1") Maximum load deflection criteria. cja PAUL W. vj a Connection Diagram SWANSON b d d� STFUCTURAL v, a ; , No,35334 FSS/G'Nnl 3v'� e o 0 0 0/ a minimum=2" c= 11" 7 ...b-minimum=_Y. d.= 1 ".. , e minimum=3" 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 BeamlBeam 09 ��. BC CALCO 2.0 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, September 30,2009 09:45 Build 287 File Name: BC 3396 Job Name: New Free Standing Garage Description: Beam 09 Address: 359 Santuit Rd. Specifier: City, State, Zip:Cotuit, MA Designer. Customer: Benedetto, Robert Company: Swanson Structural,Inc. .. , Code reports: ESR-1040 Misc: job 3396 4 �3 s 2 z 1 -._ y P3 r � -w'?k✓��' ;a tgu X � sY r s J �33.�.. �a��."!+ra,� -.� �� ' z€ '" 01 1 ao6-Oo 130,3-1/2" - B1,3-1/2" LL 4,095 Ibs rLL 4,095 Ibs DL 2,457 Ibs - DL 2,457 Ibs , RLL 945 Ibs RILL 945 Ibs Total Horizontal Product Length=10-06-00 Load Summary Live.. Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 1:90% 115%- 133% 125% Trib. 1 2nd floor Unf.Area (psD Left 00-00-00 10-06-00 40 12 '12-00-00 2 roof Unf.Area(psf) Left 00-00-00 10-06-00 15 30 06-00-00 3 Garage Floor Unf.Area(psf) Left 00-00-00 10-06-00 50 10 06-00-00 4 walls Unf. Lin. (plf) Left 00-00-00 10-06-00 160 n/a Controls Summary Value Allowable Duration Case Span Disclosure Pos. Moment 15,731 ft-Ibs 75.1% 100%p 1 1 -Internal Completeness and accuracy of input must End Shear, 5,200 Ibs -54.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U277(0.435") 86.7% 4 1 output as evidence of suitability for Live Load Defl. U412(0.293") 87.5% 4 1 particular application.Output here based Max Defl. 0.435" 43.5% 4 1 on building code-accepted design, Span/Depth 12.7 n/a 1 properties and analysis methods. p p Installation of BOISE engineered wood ' products must be in accordance with° %,Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 7,497 Ibs 96.0% 54.4% Spruce-Pine-Fir ask questions,please call 00)232-0788 before installation. 61 Wall/Plate 3-1/2"x 5-1/4" 7,497 lbs 96.0% 54.4% Spruce-Pine-Fir (8 , BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD" BCIO, Notes BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAMO,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood.Products, L.L.C. Connection Diagram of T :v e o ° ° " S R'JCTURAL . to L J No. 35334 a minimum=2" c=4-1/2" b minimum = 3" d= 12" p e minimum=,3" . / 3 0 09 Member has no side loads: i Connectors are: 16d Common Nails 7 7 Page 1 of 1 L 4t' _ALL ( 0 2X6 FRAf�ttt-rG. � , t � It 3' _ 2 . +'C�ELr1SH f� .L�G't�f, ITT M rl FTG Iz_►_; Cr--MEK1 FIBER FL�9 c.S , � . G AX lad f WOO D �`a,, St_C2? 4 �g�.lI AZs Zv �'vr 71. (; L - € i SNEFT dock SLo?r- t G:J.Ov 4 TO wE F L." I I s FTG gc>TTc)� i �--I S��.s;ui "r roArA . •DATE : cl 13® � Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X260395 Transmittal No. Chapter 91 Waterways License Application -310 CIVIR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Robert Benedetto ` Name of Applicant 359 Santuit Road, Cotuit Poponesset Bay Barnstable Project street address Waterway CitylTown Description of use or change in use: Construct fixed dock for single family residence. Proposed dock is for non-motorized watercraft only. . To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways. license application and plans is not in.violation of local zoning ordinances and bylaws." AA 0 2 Z Printed Name of unicipal Official Date i ature of Municipal Official Tit e City/Town CH91App.doc•Rev.08/13 Page 6 of 13 r Enter your transmittal number -� X260395 7ransmrtfal Number Your unique Transmittal Number can be accessed online: http:Bmass.gov/dep/service/online/trasmfrm.shtml Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WW01 Waterways License must be completed 1.Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category for each permit Consruct fixed dock for single family residence. application. 3.Type of Project or Activity . 2. Make your check payable to g, Applicant Information - Firm or Individual the Commonwealth of Massachusetts and mail it with a 1. Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: Benedetto Robert DEP,P.O. Box 4062, Boston,MA 2. Last Name of Individual 3. First Name of Individual 4.MI 02211. 359 Santuit Road, P.O. Box 480, Cotuit 5.Street Address " 3. Three copies of Barnstable MA 02635 this form will be 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Copy 1 -the 11.Contact Person 12:a-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your fee payment. 1. Name of Facility,Site Or Individual Copy 3 should be retained for your 2. Street Address records 4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8. DEP Facility Number(if Known) 9. Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* MassDEP Baxter Nye Engineering & Surveying P.O.Box 4062 Boston,MA 1. Name of Firm;Or Individual 02211 78 North Street 2.Address Hyannis MA 02601 508-771-7502 #13 Note:For BWSC Permits, 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# enter the LSP. Stephen A. Wilson, P.E. 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. [I Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer. xxxx $215.00 xx/xx/2014 Check Number DollarAmount Date Benedetto Ch91 Trans Form•rev. 1/07 Page 1 of 1 1 Massachusetts Department of'Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X260395 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Important: A.'Application Information Check one When filling out � ) forms to the NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing computer,use P P � pp g only the tab key Package for BRP WW06. to move your cursor-do not Name (Complete Application Sections) Check One Fee Application# use the return key. WATER-DEPENDENT- General (A-H) ® Residential with <4 units $215.00 BRP WW01a ❑Other $330.00 BRP WW01b ❑ Extended Term $3,350.00 BRP WW01c For assistance -------------------------------------------------------------- completing this Amendment(A-H) ❑ Residential with <4 units $100.00 BRP WW03a application,please see the "Instruction's". ❑ Other $125.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units $665.00 BRP WW15a ❑ Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c -..-..-..-------------------------------..-..-..----------------------.--..-..----------------------------------------------..-..---------------------------- Partial (A-H) ❑ Residential with <4 units $665.00 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c -----------------------------------------------------------------------------.-..-..------------------------------------------- -------------------..-..----- Joint MEPA/EIR(A-H) ❑ Residential with <4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c -------------------------------------------------------------------------------------------------------------------------------------------------------------- Amendment(A-H) ❑ Residential with<4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d ❑ Extended Term $1,335.00 BRP WW03e l i CH91App.doc•Rev.08/13 Page 1 of 13 Massachusetts Department.of Environmental Protection Bureau of Resource Protection --Waterways Regulation Program X260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant'Information Proposed Project/Use Information . 1. Applicant: Robert Benedetto W Name E-mail Address P.O. Box 480, Cotuit Mailing Address_ Note:Please refer Barnstable Massachusetts . 02635 to the"Instructions" City/Town State Zip Code, Telephone Number Fax Number, 2. Authorized Agent(if any): Stephen A. Wilson, P.E. swilson@baxter-nye.com Name E-mail Address 78 North Street Mailing Address Hyannis Massachusetts 02601` City/Town State Zip Code 508-771-7622 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) Map 020; Parcel 003 41.61625 N 70.4504 W Tax Assessor's Map and Parcel Numbers Latitude 'Longitude 359 Santuit Road, Cotuit Massachusetts 02635 Street Address and City/Town State Zip Code 2. Registered Land ❑ Yes No 3. Name of the water body where the project site is located: 4.. Description of the water body in which the project site is located(check all that apply): Type Nature Designation ❑ Nontidal river/stream ❑ Natural ❑ Area of Critical Environmental Concern . ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain. ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.08/13 Page 2 of 13' , f Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X260395 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont..) W Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Non-commercial docking and boating access to navigable waters. Dock is for non-motorized watercraft only. 6. What is the estimated total cost of proposed work(including materials& labor)? $26,000 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as-the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. Robert R. McNutt, III P.O. Box 52, Cotuit, Mass. 02635 Name Address Joan E. Lynch P.O. Box 46, Cotuit, Mass. 02635 Name Address Name Address D. Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ❑ Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ®Wetlands SE 3-5177 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.08/13 Page 3 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X260395 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon.the premises of the project site at reasonable times for the purpose of inspection." "1 hereby certify that the information submitted in this application is true and accurate to the best of my knowledge.° Applicant's signatur Date . s Property Owners signature(if different than applicant) Date Agent's signature(if applicable) Date CH91App.doc-Rev.08/13: Page 4 of 13 Massachusetts Department of Environmental Protection t Bureau of Resource Protection - Waterways Regulation Program X260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum_ 1. Provide a description of the dredging project [:] Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume(cubic yards) of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.08/13 Page 5 of 13 Massachusetts Department of.Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x2so395 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Robert Benedetto Name of Applicant 359 Santuit Road, Cotuit Poponesset Bay Barnstable_ Project street address Waterway City/Town Description of use or change in use: Construct fixed dock for single family residence. Proposed dock is for non-motorized watercraft only. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully'detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official` Date Signature of Municipal Official Title City/Town CH91App.doc•Rev.08/13 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X260395 Transmittal No. Chapter 91 Waterways License Application -310 CZAR 9.00 Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Robert Benedetto Applicant: Name of Applicant Section H should 359 Santuit Road, Cotuit Poponesset Bay Barnstable be completed and Project street address Waterway Cityrrown submitted along with the original Description of use or change in use: application material. Construct fixed dock for single family residence. Proposed dock is for non-motorized watercraft only. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. CH91App.doc•Rev.08/13 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan.Checklist . General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to"Sample Plan" (attached) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter'guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ® Scale is stated &shown by graphic bar scale on each sheet ® Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, - which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage'must be stated and typical cross sections shown ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, .which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW'and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s)and or fill and the distance which they extend beyond MHW* or OHW* ❑ Change in Use of any structures on site must be stated - *See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water'Mark. Note: DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design components such as visual access, landscaping &site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CHMpp.doc•Rev.08/13 Page of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ® Property lines, full black lines, along with abutters' names and addresses ® Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ® Mean Low Water(MLW)*, black dotted line, (.............) ❑ Historic MHW*or OHW*(----) ❑ Historic MLW* (..._... _..._) ❑ State Harbor Lines, black dot-dash line (—. —. —. —)with indication of Chapter&Act establishing them (Ch. , Acts of) ® Reference datum is National Geodetic Vertical Datum (NGVD) or(NAVD). ❑ Floodplain Boundaries according to most recent FEMA maps ❑ Proposed & Existing Easements described in metes & bounds Water-Dependent Structures ® Distance from adjacent piers,_ ramps or floats (minimum distance of 25' from property line, where feasible) ® Distance from nearest opposite shoreline ❑ Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. CH91App.doc•Rev:08/13 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. Reg istry_ Statement aD 31 inche 5 inches . NJ Locus Map First Sheet Onto CID a -219 inche 1 Sample Pi an 81/2 inches P.E. or RIS stamp 3 Y4 inch Plan Accompanying Petition of... QEP Stamp First Sheet Only 39 Border CHMpp.doc-Rev.08/13 Page 10 of.13 Massachusetts Department of Environmental Protection E Bureau of Resource Protection -Waterways Regulation Program X260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include.the following information: General View ® Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper. ® A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ® A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared. ® Use only dot shading, hatching, and dashed or dotted line to show or indicate particular features of the site on the drawings. ® If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ® North Arrow ® Locus Map ® Standard engineering scale. ® Distances from channel lines and structures if appropriate. ® Mean high water and mean low water shorelines (see definitions of"High Water Mark" and "Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or'excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure (for projects lowering waters of Great Ponds). CHMpp.doc•Rev.08/13 Page 11 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X260395 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black ink(blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2"x 11"sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan, the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR'9.34(2). ® Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application: For initial filing, meet the requirements of 310 CMR 9.11(2)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant.,. In lieu of the landowner's signature,the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by the Commonwealth(e.g. most areas below the current low watermark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). ® Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP.must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be'performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application:.(1)the Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2) a.final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project; or(3)the Notice of Intent for the initial filing (if the project does not trigger review under MEPA)., ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00,-submit as appropriate: a copy of the Environmental Notification Form (ENF)and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report(EIR) and Certificate of the Secretary stating-that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note:if the project is.subject to MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 15th and 30th of each month. CHMpp.doc•Rev.08/13 Page 12 of 13 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x260395 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310-CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. Projects involving dredging: ❑ The term "dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ® For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to the appropriate DEP Boston or regional office (please refer to Pg. 10 of the"Instructions"for the addresses of DEP Regional Offices). ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ® Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee* (please refer to Page 1 of the"Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment. Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 * Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles"Hardship Request" on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c) to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CH91App.doc•Rev.08/13 Page 13 of 13 1 4 • 1 lvlassachusetts Department of>•nvironmeni_al Pi oteetton Provtdcd by IvTassD)P j� Bureau.of Res.outce Protection-Wetlands MassDEP Filc,: 03 5.177 eD.EP Transaction#:637684 1 , �VPA Forty 5 Ot tiler of Conditions CitylCo��m:BARI\STABLG �� iVtassacliusetts'\VethndsPiotection Act Nf61,c::131,§4:0 A General It>tforriiation 1.Conservation.6rffi s'sion BARNUABLE 2:Issuance a r 00`C b..r Amended OOC: 3 'i4ppltea Details µ.... ;. a.First Name ROB,ERT b Last;Name HEbtEDEI'IO, C.' Organzation- d ivlailing Address. P O.-BO\ 8.0" :; , e City/I o���l' COTUIT f''State Mif g.'Zijr Code .g2635 . 9',Prop ier a.First'Naiiid ROBERT b:'Last:Nanid. BENEDETTO c Organtzauoir -;dAM iling Address: P'.O.IBO\480, c CityrNvn- COTUIT f State: NIA g Zip Codc 92635; S Project Locatli itr t 6.Strcct Address 359:SANTUIT ROAD,COTUI'.I b City/Pown BARNS1 t\BLE c.Zip Code' 02635= d Assessors tvlaplPlat#020 a Parev-mot#. 003: f Latihide. 41;61625N g.`Longitude 7050471V' Ptojieity recorded at the Regishy ofDeecf 1 CO"un-, b Certificafe V.Boob, d page; BrYRNSTABLE 7)70 - 354' 7:Dates ..` ". . . a:Date NOl Filed:2/]8/201'4 b..Dalc Public Hcar'm .Closed 3I4/2014' c Date Of l§suance 3/]S/201',,, � ha1 Approved P1ails.apd Other Docutieiits a Plan Titic:: b,Plan Prepai'etl b! c.Ph Sil;neiilSt�mped b� i.Rc�ise I Fi t i Datc: C.Scnle SITE PLAIN(2. Br\YTERNYE STEPIIBN A '11!ILSP E: SH $%3072q,13 T"-40" EETS) ENGINEWN.q' ' Y B Fn Aiugs 1'Ftndtngs pur§uant to,the:IVfassaclruseitsVetlards Protection Act" Page_I of 9 O�ELECTROIVIC.COP...Y Basfer Nye l irgineering&Srr'rveyuig 78NorthStreet,3.`d F[oor 'Hyannis,iV7A 0260I_ 3F s I l Massachusetts Department of Environn ental protectiozz Provided by NIMSDEP: _ yfassDEP File#003-50 i Bureau of Resource Protection-Wet3ands 'vVPA'I+ornzt.5- Order of•Gonditians eDEP'Transactian :�31s;s4 i CityfFowvn:BARNSTABLE _�� iVtassaciitis.etts�tretlands-Protection het yI.G,L..c, 13,1.,.S40 A. • I Following'die re�7ew of the the,above-referenced.Not ice:of I ided'iirthtsapplication and. f presented at the public hearing,this Commission finds diat'thg areasin which:work is proposed is significant to the following interests of the Wetlands Protection Act: Check all;t}aat apply:, • (� Piblie ltrater Supply b r Laird Containeig Shellfish c r Prcti!cnnon of Polluttorr s I d 1— Pri►ateNvdterSupply, 'e r fisheries f F ProfectianoFlVrldldei4abitar g I TM Ground Water Supply _'h f� Storm Damage Prwerrhan r F Ftood Control 2 Cmnnnssron hereUy finds the pro3ect,as proposed �s 4. Approved subject to- a.F Thc;rdllowing_conditioas which are necessary in accordance with the perfomianceystandaids set forth in the wetlands regt late oits; This;Commission orders'that all ivork shall-be perfotliied,in accordance With the Notice ofli terit referenced above,the following' General Conditions,and any other special conditions-.attachedto-this;Order.To the extent that the following conditions modify or differ from4he-plans,specifications,or other proposaissdbiAttcd ividrthe Notice of intent,-these conditions shall control, { Denied,because: b.'l The-proposed work cannot be coiuiitioned to meet the performance stantfaids set forth in the wet{and regulations.Therefore; work-on'this pro3ecttnay not go forn and un css ind unril a riew l�Totice of hitent issuUnytted hick provides�ncasures which are ,adequate to protect interests ofthe Act and a final Order of Conditions is issue,d.-A description of the perforiance standards -Avhieli the proposed work cannot meet is attached to this Order. e I-'flie iiifomiation subinitfed by the;applicant.is not sufIicient to describe the site,the`work or'tlie effect of die`work on the interests identified iji the Wetlands Protection Act;Therefore;}work on th is p(gject niay notgo forward unless and until a revised Notice of Intent is submitted which provides sufficient infonnaton and includes measures.which are adequate to protect the interests of then 'Act and a Anal Order of Conditions is issued A,dies cdptioni of the specific information sr luch.is.lacking aiid why Wis arecessary is attached:to this O der as 0c010 Ci Ift"'),0:05(6)(e)s { Buffer Zone hnpacts:Shorfest distance between limit of project dishirbance;and the,wetland resoarcc- 3 I— area specified in 310CNlRt0.02(I)(a): a,linear feet Inland Resoni ce Area Inpacts:(Por Approats Only) t { Projaosed Permitted; Proposed, Permitted Zesource_Area Alteration: Alteration Replaceii el t Replacement; f 8aic i a linear feet b lnearfeet , c.l'meai.fcet d.''Jrnearfeet 5 r Bordering Vegetated 1!letland a square feet b.square feel 1 c ,S ua feet d;,:square feet 6: f Land und&,N-.atcrtiadies'and«�atenvaysv a,square feet. b square feet c:square;fect' d.square feet e 0 dredged: f.c%y dredged 7 r Borderinrl g Laid Subject to Flooding; a square feet U.square feet c,square"feet I.square feet Page 2 of 9=*EIJECTRON[C COPY r i i YlassacitrstsDeaitrekffEnvitotneltal Poteetion Provided y b 1f sDEP. to FResource Protection- ' latids IvlassDEPFile#:003 517T ++ eDEP iansadion l 637tiS4 `VPA-F'okn 5 Order,of;Cottditrons ' �_ yl Citl o��m BAINSTA$LE wlassachusctts�1 ethnds Protection Act iV;G L c>131,�,t0,. I Cubic Feet Flood StorSge j e cubic feet f cubic feet g cubic Tca h cubic feet 8i r Isolated LahOiSubject to Floodntg 5 a square feet; b square feet s r t .� x Cubic Feet]`lood`Storage l c cubic feet d cuUis feet a cubic feet_ f cubre�feet ' _. ...� ._ I h -§.TRiverfront Area; a total sq.feet 6;total sq.feet Sq it within 100 ft; :. . giiare feet• d'square feet: e:'squarc feet f square fceti S'q_ft behueen 100-200 ft g agaare feet; h square feet i squ ue feet' J'.quare feet Coastal Resource Ar ca Impacts Resource Area- Proposed Permitted Proposed; 'Permitted Alteration .Alteration Replacement Replacenrerit IfO f r Designated Dort Areas'` indicate site under tiand Under_the 0ceai; f L l-I:Land Underthc Qccan 4- A{ a.-square feet b square feet: c.c/y dredged d.c/y dredged ;1=2 r B Amer, eakhes Indicate size'under GoastalBeaches and/pr Coastal'Dunes l elo�� a<squarc feet b square fcct; c:c/y noirfshment d,„c/y nourishment 14 f Coastal Dunes" a !. astjuare feet b"sgtiare feet c.cly nounsfinent d c/y notu7shm�nt` 9 f>S.1-Coastal Banks a,ainear feel b linear feet I;G C"�Rocl.y Intertidal Shores; ;_i �:w,... � a aqu�re feet b aieJfeet_ 17 r Salt-i�farshes, 2 2 . . 0 0_ a.square feet" U square feet clsqu�trc leek d ssqu rrc feet 18 r Land Under Salt Ponds= eg a square fc t,b square feet y c c/ydredgeddsc/y.dYredged I: 1;9.1—"Lartd`Contauyng Shellfish a,Squire ficu. U,.sgirare feet ;c�squares feet.; d:.square:feef � 1. Page 3 of 9*ELECTRONIC" OPY Massachusetts Depai-tment of Eu,�irottnreufal.Ptsotecti'olr Provided by i sDEP= �. MassDEP file#003 5- Bureau of Res Ptource itectian Wetlands ; WPA;'Fol m 5 Old of Cont�tti-oilS eDEP Transaction#637GS1k ii Massachu sett s Shetlands Protection.Act M.G.L.c..131,�4.0 City/Io«ni:Bc�RNSTABLE F Indicate sae under Co tstnl Blinks inland Bnnk,Land Under the 20 f Fish Rtuts Ocean,andlor inland Land Under 1Vate bodies and Wttcny�ys, ; t abo� 4 a c/y"dredged d o/y,dredgcd -2I.Fland-Subject to Coastal Storni Flowage. 6' 6 q.square feet b.s uofe feet` r Restoratton/EnhainceFnent(For Approvals Only) If thcproject is for the purl)ose of restoring or cnhancinga«etland°resource area in addition to tlie.square footage;tliat has ticcii' entered in Section_B.5.c&d or B.17.c.&d above--plea e entered.the additional amount here: [ 'a square feet of BL Y b square feet ofSa t Marsh r-Streams Crossiug(s) If the projecrim'olves Stream Crossings,please enter the ilumber of ne`v strain crossingsinumber ofreplacennentstream crossings.. a.number of new'stream crossings b:number-of replaccmenEstream crossings C. General Conditions Under Massachusetts NVed nds'Protection Act Th-t.following con[lifions ar6 only applicable to-Approvei-projects: 1w Failure.to comply witlrall.conditions stated herein,and with:all related`siatutes:attd other.rcgulaiorymncasures,shall be deemed cause to revoke or modify this Order. t 2. The;Order does not grantany propetty rights or any'exclusive pnvnleges;rt does notauthorize and%injury to private property or invasion of private.rights.. i 3. ThisOrd'er;does notrelieve.the pemii ttee or='11 other person_of tlte'necessity of complying with all:other applicable federal; state,of local statutes;ordinances,by11N''s or regulations 4.: The work.authorizcd.hcreunder shall be.completeii within tlirce years from die`date of this Order-u less either of the following apply: a.the work-is a maintenance:dredging pr.ojcct as provided for in the rlct on the,time"for completion has*—n extended to'aspecifie'd date more';than three y`ears,'liiit less than five years,from the date orissuance.I rthis Order is untended:to be valid for i norc than tlirce years,the extension date and the special eircunistances'warrantrng, .extended time period ace:set forth as a .special condition.in this Order. I 5,t flits OYdermay be extended by th&jssuing authorityfor one or more cnods oE:ip to tlire_e:ycli s each upon application to[he issaingauthority at least.30.days prior to the expiration ddteeoethe Order 6. If this Order constitutes ail Amended Order of Conditions,this Amended Order;of Condiiions..does not exceed the issuance_ dote,of the od-gin alFinal Order'of Conditions. 7. Any fill used in-connection with this pro;cc fshall.be:clean fill.Any-WIl shall contain,no trash;rdose,:rubbish,or debris,including. but-.not liniiited to limber,.bricks,plaster,wire,lath,paper,cardboard;pipe,tires;ashes;refrigerators,.motor vehicles,or parts of any,q the.foregoing S.- ThisOrderisnot final until alladministrtiive appeal periodsfromthis;:Orderhtue;elapsed;or.ifsuchanappealhasUeenaaken; i until'all proceedings before the Department have been completed 9.,. No:work shall be undertakenuntil the:Order has become final:and then has been;iecorded'in the Registry ofDeeds or the Land, Court for ihedisi et in w hich'the2land is located,with intlne chanro'hitle of'die ra6cted:.property.in the case efrecorded land;, Tage 4'of 9"'*ELECTRONIC COPY i •3 Massach use tts-'Departtnent of Envirouiifen:Yal Pro.tectioii, Pr rded by NassDEP: itilassDEP Filc'#s003-5177 Bureau Ll Res,ource Protecttotl-Wetlands;`�'PA Foi m.5-Order of C" itions O Pr'ransaction#07GEaiWiassachusetts\t'etlands Protection Act,ivl'::G.L.,c.;{31 �dQ: City(I o��n OW$TABL the Final Ordcrshall also be noted in,the$egistrys.Grantor lndc�under the name'of the bmier of the landupon:which tlre' ,. proposed work;is to be done.;In tlie•case of:the.registered'land;'tliaEinal'Ortler sI [I also;be;;noted,'on.thc 1 and'Court Certif cate of Title of theoi�ner of the land,iipon which the proposed +o`rk is done,The recording it_, ni ihon shall be subiAited. to.the Conser<ahon Conuiussionoii the foriii at thc.end of thrs`Order which fomi;diust be stamped by the Registry ofDeeds, priorto the commencenient of wor-L.: I0. Asign shall bedisplayed at•the site not less then two square feet or more,than thrccaquarc feet m sizebeanng the ttiords, "Massachusetts Deparnirent;of)m iromnental Protection. [Pr Mass File Ntan Pr '003 517V% ' 1 l Where the Department of Eni iroiimenlal Protection is!requested_ issue a Supersedmg Order the Con sen atiorf. omnuss on shall be a patty to all,-agency proceedings arid hcariiigs Ueforeavlass DEP.. 12. Uponcon ipletion-of'the'woik described}erein,.the appficantshall subinh a Request for Ccrfifieatc of:Comphance(Wl?A rorri . the Consen anon Coniniission. 1:3 The work shall confom ito the plans and special conditions referenced in t i s order.: 74 Any-change,to the plans:idenhfiei{in Condition#13 above shall requiretlYc apphealit to uigiiirc of the`:Conservahon Conuriissiorr in writing,whether the change is significant ciiough.to:require tlicifihnt,d'a new NTotice oflntent,' 15: The Agent,or riiunbers:of the Consort atigri.Connnrssion and the Deprrtin nt of.En ironine11 ntal Protection shall kiav a the rightto enter and insligct the area subject to this"Order at reasonaUlc lioiirs to evaluate coi>>pli�nce tyiili the conditions stated in this! Ordee,and may require the mittal sub of anydata decri ed necessary by the Conservation Coninusmonor Department for that evaluation., 16 Tlik Order of Conditions shall apply to anysuccessorm interest or successor iri control ofthc property Rib`c't Fo this Ore_1_er_and_`. to any contractor or other person perforining w ork,conditioned by this Order.. 1`7 Prior-io-llie start of iwrk,and if the projeci int ohes<gforl.adjacent to aJ3ordering Vegetated'1Vetland the Uoundary of the; wetland m the t icimrybf the proposed tyark area shall be marked by wooden stakes or flagging Oncc:m place;;fhe wetland' boiindary markers shall he maintained until a Certificate of Compliance has been issued Uy the Cwiseivahon Coriimrssion:: 18 All,sedimentation.barriers shall be,maintained in good repair,uiiiil all'disltirbed--areas have.beeii fully staliihzed with vegeta ion;Or other m hm ans At no eshall seduiients be:deposited;n a ttetland or water body D'unng construchon`the applicant or his�lier" designee shall inspect the erosion controls oma daily basis and"shall remove accumulated sediments as needed.The applicant shall`iniincdiatdy controlanycrosionproblenistliat,occur'at.thcsifeand-sl)all.also'nnniediately notify-tlic Conservation:. Cb»nnssion �iihrch rescrvcs�thc right to require addition it erosion and/or':damage,`prcvenhoii:controls:i"t may deem necessary.; Sedii icntation,tiar dcis shall c-i t c.'is the lin t ofti, inilcss another lunif of tt ork vine has liccn appiovcd by;tlr s•Order:; NOTICE OF.'STORr�iWATER;CONTROL AND MAINTENANCE 0QU[RE141ENTS a 9.. The-work:associated with tnis.Order(the 'Project)is(I) r is;not(2)r subject.to`,ihe Massachusetts•Storinivater.Staiidarils.: if the work:ssubject io Stonnwaier Standards,then�the project is subjecttotlie'foil. �ing:condiiions; a) Allrvork,ri cluding site preparation,Iasi(Asturbance,constritstron and;redevelop rent,sti ll be miplementeii;in acc6rdaiicc4 with theeonstruction.period potltitionpievention;ar d erosion'and sedinientation:control plan:and;ifapphcaUlc;the _Stomiyvater-Pollution Prevent on"Plan required by tl c.National Pol l itaiii Diseharge.Eliininat{on"Systcn Gonstntetion General'.. ! Peinut ns_required by.Stomittater.Standao 8 Construction:period crosion,,sedmicnta iojfand polhifion control measures and 1 be"st management practices(BiViRs)shall:renraui ut:pl ice until=the site�is fully st rl ilrzed:, .... _ i b) No siormwater runoff may be discharged'to ilie post construction stormwatergNIPs unless and until a gegls(ered Rrofessional Engrneerprovides alCertification that i;`all construction periodRVIN hay a been reniot:ed or w.i[.I,be removed'by` • a°date.certain:specified'm the Certification.For any,.'construction period BMPs intended"toibe.con�erted,to:post construction :operation for.stomiNvater:attenuation,recharge;aiiiUortrcat rent;'the-conversion,;is"allowed by the MassDEP Stom»vater _Hwidbook BNIP specifications and tha,die BIiP'has been properl� cleaned or prcparcd',,for post.coiistructior operation;,; including iemoval of all construction penod sediment trapped in inlet and outlet control stnietures,rr:as built:final ebrimfuchoii. Bi�1P plan"s are.mcltided;signed,and stamped by n.Registered Professional Engineer,certifying the site is Evilly stabilized;im any ilhoit discharges toahe stonnwater management;systenr;have been removed as•per.the requ renrents of SEonmvater 'Page 5 of 9��EL)✓C'I'ItONIC CORX i .l E Massachusetts Department of Environmental PrtltCCtiQ T; Provided by'McissDER. Ll MassDCP File:#003Sl77 Bureau of Resource Piotectioti Weilands'VVPA FormS Ot del ofColldlt1011seDEP`Transaction#637G84 Massachusetts')'etlands-Protection Act-'M G I.,:c..131,�a0 City/Toiti:n:BrVtNSTABLE k it Standard L0,ii.all post-coostructionstorniwater.BVlPs are;installed-in'accord'ance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that iliey are not damaged and that they areA proper working condition;v.any vegetation associate, with post-coristrucpor.CiNIPs,is suitably csiablkhed`to withstand erosion. c} The landowner is responsible for Biy1P maintenanfce until theissuing authority is notifrcd that a»othcr pvty liasiegally:assumed responsibility for BMP maintenance:Prior to requesting a•Qettikatc:of Compliance,or Partial Certificate of Coipliance,the ` responsible party_(defuned in.General Condition 19(e))`shall-ekecute aiid submitto the issuing authority anOperalion-and I Maintenance Compliance Statement("OS1 l Statement )for the Stomnvatcr B 1Ps identifying.thepartyresponsible for i implementing the.stormwater B&IP Operation and iMaintenance Plan("ORVf,Plan.)and certifying ale following:i.)the O&M, Plan is coniple'te and Nvill be implenientMd upon receipt of the Certificate of Con pli once,"and u.}the'fiinnre.responsible parties shall be notified in i sting of their onigoing legal responsibility to"operi to and maintain the ton.mvptcr management BNms and implement llie.StonmVa(er Pollutimi.Pres�ention:Plaii. ' A)i Post-constr uctioni pollution prevention and squice control,shall be iniplenienteid ih lceordance with the long-term pollution; preyention,'plan section of the`approved Stomnvater Rcport;and,if aliphc rblc;tlic Storrtni%ater Polltition Prevention Plan required by.'theNational Pollutant Discharge Elnnination System Multi'-Sector deneral.Pemiit. e) Unless and until another partyaccepts responsibility,the landowner,.or oVmcr of any arainag6 easement,assumes responsibility for iiiaintaining each BiMP.To overcome this presumption the landowier of the property must submit to the; issuing"authoritya legally.binding agreement of.record,acceptable'to the issuing:authonty;evidencing.that another entitylhas 1 accepted responsibility for mainlaining.-the BMP,:and that the proposed responsible partyshall be tieatecl as a pemiittee for tfurposes of implementing the'requirements of Conditions 19(o through 19(k)mitti respect to that WAR Amy failure ofthe proposcd'rc''s iisible patty to iinplenientthe requirements of Conditions 19( thfdiigh d 9(k)%,itti respect tb.liat BrvlP`sliall:- be.:x ,iolation'of the Order of Conditiois or Certificate of Compliance:In the:case of sionmvater 13NIPs that are serving more 4 ilian one lot,tlie;legally bindiiig,agreement shall also"identify the lots,tl at will be setyiced by the stonnwater 13MPs.A plan and; easenient8eed that grants the responsible party access.to perforni the required operation;and niairitemm�ce n iist t?c submitted along with the legally binding'agrtanent.. `The responsible"party shall operate,and maintain_all siomlwater MMI's m acc_q_rdance:with_ the design plans;'the,Q&M.Plan. and the requrrements:of the Massachusetts Stoiinw4(er Handbook. g) The responsible party shall: .1,M.A.1 itain an operation and maintenance,log.for the Iasi three M consecuti a catcndar years of inspections,ecpairs, iiiaiiitenance and/or replacement of the'stoniiwater managenientsystem orany part thereof,and disposal(for disposal the log shallindicate:the type-of material and the disposal location); Z.Makeihemainteniance,log available:to ivlassDEP and'tlie Conseni diion Coniinission(i'Conuiiission!')upon request;and 3 r111'ow meiiibers:and:agents of the MassDEP and the.Convi1_.,o to enterand inspect the site ao evaluate and ensure that`the iesponsible party is in conipliancc.ivith the requirements for each,Blv1P established in the O&M'Platt*approved by t Issuin authority; h). All sediiiient or oiler'contaniinants removedtfrom siorrnwater BiMN shall be.disposed of in accordance with all applicable; ;federal,state„and local laws and regulations. :.Illicit discharges-to the stormvaler management system as definedin'310 CiVfk 10:04,are prohibited. The storinwiter management s stein h roved i the Order'of Conditions slratl'not be chair ed withotit the; nor iv ritten e J� _g y. . . Epp ,..:g p.�_...' approval`-of the issuing authority. k) .Areas d s ignated as;qualifyingpervious areas for the purpose of the:Low impact Site Design Credit.(as defined'in the e MassDEPiStonndater Handbook,Volume 3,Cliap"ter I;Lo+v ImpactDeuelopiifent Site'Design Credits)shall not be-altered without the prior written-approval of the issuing authority:. I) Access for maintenance,repair,ind,/orreplace.incnf of.B\�1Ps shall.not;bc Nv iihlield ,any fencing cotishticted around stormwatcr.BMPs shall include access gates anrd shall be at least sikmclies above grade-to allow for k ildlife passage. 5 SpecialLc6nditions:, nRgeG".of9" ELEC`AO IC'COPY' Nlass fErontnentalProtecion Proirided byvlassDEacltusets Department ov Bureau:of Resoiiice Protechori_-Wetlands' iDEP File tks003 -7 Ll eDEP Transaction#6A84NVPA Form 5 Ordel of Conditions MassachusettsWetlands'Protection ActM:G.L.c..131,00. D. Findings Undei�:lVIu>< ic><ial WetilnnclsLLByla or O_rdai9iice: 1`. IS municipal wetlands:bylaw or ordinance applicable?r Yes;f No_ 2. The.Conser�,Abn'COillill'is-sibtltier6byCclietk:oiie.-ttigi=ap tiLe5I.. ;r DENIES the:pr'o d t"A which cannot bcconditioticd to nieeF he st indards set forth m a municipal ordinarim,o.r'bylaiv speeifi'cally:: .. . . . `l.Municipal Ordinance,or Bylaw: 2 Citgt gi Therefore w ark on thts proj'cct:rii5y riot go fonva ....less and.until a revised Notice of Intent is subniifted which provides- measures which arc adequate to meet these tandards;<and a:fuial Orderb Conditbiis.is.issiied.\'Vhicli ace,necessary'to comply with ainunicipal ordinance or bylaw.: b. r APPRO\iES;tlie'proposedworl.; nbj,sect:ro lie<following additional conditions!. TOtiI'N OP t ivluruaipal Or pnaiicc or Byl i« BARNSTAI3LE' . 2 Citation S 237 C-237 I'4 . I The Commission orders that all wort.shall be perfom cd m accordance��%ith the foho�ung condition's:and withaheNoticc of Intent refereiiccd above To the.ertent tharthe folloi+ing conditions modify or difterfrom the phns specifcations;or.other.,. proposals submitted st iih:(lie Notice of intent;the.conditrons shall control_ Tlie;special conditions relatu g to nuinicrpal orduianee;:or bylaac Are,.sWfollows.' SEE:PAGES 7!a 7 2 AND 7:;3 'a e , i Pago 7 of 9'*ELEMONIC COPY. . I - 5 . SE3-5M Lame; Robert I3enedefto J A>1I>roted Plan Au ust 3Q'2013 Site Plan`2_sheefsuy Step , Nilson,P.E. _ g: � ( ). .. Stephen A Special Conditions of Approval 1.. Pj efacc; Caution::Failure to-con)ply with, Conditions of this-Oi der of Cbmittioiis m5} result in serious, consequences..Such consequence&may include.issuance°of-'aStop4ork Order,.fine'(s),therequireineiitto= remove:unpermitted structures,requirement to re=landscape to o.r:iginal condition,:the inability to obtain a. Certificate of Compliance,and more. {!; Tlne,Genet aLConrditious of this Order beginron Page and continue onPages 5 through 6. Tlie Si sera]! E Loud f"oiis,if i ecessai'y;arc contained on Pages 7 1,7.,2::and T 3 All Conditions contained herein requ' strict cot-Halrce.. M Prior-:to tlre;start,ofwork,tile-:followingcoitdit o s sliall:he skin cl 1: �ITittii 1.one:niotiili of receipt of ihishO d'cr,of Condlitonns,,ant]prior'I the conunteitcenieot of any work approvedherein General Condition Nuniber 9(recorduig egniiieniernt)oti:Page+shall be compliedwith. 2: .`It�s the responsibility ofthe applicant,the 6 rher'and/or si ccessoi;(s),and the,p►oj'ect con'actor,°to'ensure _ 1 that al1.-conditions of this;girder are cgffi led with..The a fipjc n shall provide copies of the Order of _ :f i I Conditions and approved`,plans(arid any approved revisions thereof) to project contractors prior to tile start of.work. Barnstable Conservation ComniiSs' PormS kand n s1 11 bei'completed and returned to the j Goniinissrou prior to the start of'woek.. 3. General Condition No, 10 of!Page 5(s gurequkbhlent)shall be coinphed`witl: t { �t, 'The Coiservatioii Comiiissioir shall reeei�re a�►ittep nofnce one°.(1';)-week in advance of the.start of work,. t 111. °The following additional emid donsshall pVern the',project once work begins:° 5: General,Conditions Nos. l3 and,R(changes m p_lain)on Page 5 shall'be 0mplied n ith,; 6.. The Conservation Coiiuiiissioni,its employees,and`i"ts agents shalthave aright of entry. to 'inspect for j com liailce with he-provisious:of this Oider ofGoiiditions. 7.: 'Unlessexieuded;;this permit is valid for;three-years from the date;of issuance. $.: i.saft marsh shall not be d'isturbed... Page 7.l_ 9 CCA treated pil iigyand st'ructurattimber(greater ih tineie[3]rnelies thiek)=are_allowed. Othenvise,-no GCA-treated on`creosote-treated mateuals; hall be use 1 Q. :The proppsed stoics shall'be coustrtncted a nuuuiiui of oI foot above grade;wnttiotit solid i son„s; ` 1 L Deck plank spacing shall:;be at--least.fhree-quarters('/a)of.au j cd. ercept`f'Ii off er=marsh poitioi i4iicli shall be-grated decking providing nuniiinumr 65%o Tight peneh atibir. i2. a1. not'be placed behveen biareli'15-and hine 30. 13, Permak—it piling;shah be dnveu or haniniefed into place. Some niitial pilot=)sole jettuig}s allowed:,_ T-lie folioiimg sp,ecnzl co'n-ditions(hi italics)sliatl;gn�e�»!_bolt,use;�t tlnc;appn oven pier;:;.These conditions shall;eontinue,over tine. Note for:.-1 unpos`es of-this Ondec of Coniiit ons,ti a term-"prei" shalt reTcr uot`ont} toalic.linear pile-suppo►fed sh ucture,:but slso tb=nriy,ot ifs conrponenfs or appendages,such=as„the tlont(s)' ell,tee;ramp;oufhaul piling;-et'c, 14, ktor iiei!'cr oft<slCtz/1 not'.be ntsed or.bo,4hgd of die approve f piers. 15. Ber thee!Goatr s/rail/riot g{otunl d1.,lou Riley. 16 Asniall sign shall be dnspIayed at the eud of the l?rer,facuig;ahetj��rater.: It s3iall lead SE3 5177,,,359 Sanh�it I€od. Lmutatiorrs: •' No 1il craft allowed' 17. ;Amy desired pier";hghhngshall receive prior.approv,al of the.Conservation,,onuivssionc< 118. Lead piling caps.shall riot be used. If plastic caps,onI black shall be used., 19-. Work onahe-,iersball ensue nid<hde�fsu,ig taniid-tide fallnig,or as,o.fliernvise:necessary to prose des;a nunimuri twelve=inch.(12")clearance-for the xvo k barge above the subshate: 20. In this Order,a inoorwgternut,for the applicant's nenthen;:mpined'noi auhc,pated.'Such apen7mt is+alto:: domain'of the Hi rborihO .W. After alliivork isvoin.plited,the follo�Fiug<couditiUrt°s`ltall be proamptly:nie,t- 21: At,the completion of work,or by tine expirapon of..`thns U..r_.den,the apphcanit;shall request rn wp__,.ig a Certificate of-Compliance for the work"hcrein-pemutted. Barnstable,:Conservation Conuiiissnon ForrivC: iliallbe completed and retie-ned-.-vith.the"-request•for a Certiifieate:of Com ance. Where a.pnojeet:has been completed ri accordanee with plans stamped by a,teg stored?professioua]eagineei.,arcluteet;: Page 71 landseape architect`or laud surveyor,a°Ntntten slateniei t bysuch•:a•:peofessional.shall be;subnutted,, 'certifying substahtial coti�pliance«Ztl the plans;setting fo�tb what de�iaton(s), if any,exists.witli tlie' :approved plans.. This stafemerit;along:c ith Foriii C,shall'accon parry.the,reduest`for a Certificate of =Compliance: i i i i l i ,i l� .4 !f ;C F Massachusetts Departmenit-of Em tronmentd[Protection:, Provided by MassIDEP' Bureau of Resource Protection -1Neflands sE3 57 7 Masip File WPi4 Form 5 - Order of;Condition-s = Massachusetts Wetlands Protectlon:Act M G L.;e 131 `§4.0 eoEP Transaction Rtitristahie: City,!town E. Sf.gn'atures rtant:. This Order's Valid for three,years,uriless o#herwfsespecihed;;as a special MAR 1 8 impo D when filling out cofiditiOr.;pursuant to General Conditions#4 ,from the date'of issuance. 1.'oate of Issuance. forms on the ..:. computer,Lise: =Please indicate the numberof members whamiltsion this form: --S only_the'tab'key This Order_must be signed;;by,a matonty ofahe.Conservat'on',Comnssior%:, 2 Number of S;gners 4o move your cursor-do.not 'The Orde must be ma.ited by certified mail (return receipt requestetl);or hand delivered to use the return 'the applicant,A copy must pe mailed, hand delivered or hled'electronlcally"ilk e sarng. Y. time wlth:the.appro raa -.:- assDEP Regional Office'. � Signatures. �3 � .. f ® by hand delivervdn ❑ by certified mail„returr 'receipt re nested;an MAR, 1 8 1 14 Date: Data; F Appeals _ The applicant, the,owner; any',person aggneved by this Ordeir., any owner of land abutting' the land subject,fo this Order,or;any teri.residents,of the city.;or town in which;such land located,are hereb-y Hoof"id of their nght;to request the appropriate MassDEP Regional -Office to issue a Superseding Order of Conditions The"request must be made by certified': mai!or hand de iveryao the Departmentj,with the appropriate:filJ.ing fee and a compietetl Request of Departmental<.Action;Fee Transmittal Form,as provttled in.310 CMR 1003{7) within ten busrne5s days'from the date of issuance of tFis Order A copy of the request; shall at the sameaime 6e sent by certified mail or hand:deliver.-y to.the;Conseryation, f Commission andtio the applicant; if he/she is not the•appellant, i Any appellants seeking to'appeal he Departmen's Superseding Order associated with this: appeal will`:,be required to demonstrate prior participation in the ieiew of"this prg ect.Previous participation in #tie.perrn t prop red n7eans the submission of wOttinforrnation to#he_ Conservation ColllmisslOn prior fo the close of the public hearing, requestmga Superseding Order, or provtdmgiwntten information to the Department^;prior.to issuance of. a Superseding Order; _ • The request shall state clearly and concisely th.e ol7)ections to the Order which is being appealed;and how the Order does not contribute to the,protection of the interests"identified; in the Massachusetts Wetlands Protection Act(M G L :c 131;;§40) and is lnconsistent with the wetlands xegulatons,(310 CMR"10 OOj:,To the extent that the::Order is based on a: municipal,grdinance or b:ylaw,.,Iand not cn the Massachusetts Wetlands Protection Rct;or regulations, the Department hasno appellate jurisdiction: wpa51510doc rer.62l2k6i0' Qage..Uof�� I Nlassachiiset:fs DeNttrtment.of E'nv'ont eiital P otection Provided by MassDEP:. L71 MassDEP File M003-51;77Bureau of..Resource;-Protection—Wetlands WPA Form'S Order of Condi iouseDEP.Transaction#:63768=bNlassacliusettsit�etlands`Protection Acb:Y1 G L c 131 §40 City�Io��m:BARNSTABLE E Signatures This Order cs�alidfor three years from the datcof issu uuc unless'othenvisespccified 3/18/2014 pursuantto General Condition.#4.If this is an Amended Order of Conditions;'thc Amcndcd' l .Date of OrighialsOrder Order-expires on;the same date as the original Order of Conditions. Please urdicate tlie`iiui»ber of members'who vihsign.this fin This-Order iubsIt be'signed by 5. an ajority of the Conservation Commission; 2 Number of Signers: The Order must be mailed'by certified nia.ii(etum receipt:requested)or'hand deliiered to the applicant..A:copy also?must:be mailed or hand delivered attic same tine to the appropriate Depaihnent of EnvironmentaiProtection Regional office,if irott1lin- electronically,and the property owner,if different from applicant; Signatures;: LAUREN,CEiYiORIN. DENNlS R..HOULE LOUISE.R.FOSTER FAT PI U•LEE PETER SANIPOU f liy lia id delivery oil r,by certtfied n atl,Yeturb receip reguested,.on. Date. Date V. Appeals The applicant,the:owner,any persoti'aggrieved by this Order any%o%%nerof land abutiiiig the laird subject'to this Order ,;or any ten resid-ents.of the cityor io%%m in whic:itsueh.land`is tocated','are hereby notified of their:righttorequest the appropriate;IVlassDEP i Regional Office to'ssue ci_Superseding:Order of'Conditions The request niusf,be made by certified mail o'hand delivery to the I Deparhmnt %0h the appropriate filing fmand a.completed Request:Nr Dep:irhnental:Action Fee Transmittal Pomi,,is provided,in. 310 CN1R 10 03(7)iwithin ten business days from the date,.of issuance of this Order:A copy oftl e request shall at the same time be sent by cerhficd nrat,or hand delivery to the Conservation Conrnvssion and to;the applicant,if he/she is not the appellant: p Any appeil�nts-seeking to:dopeal the Department's Superseding Order associated�t ith this appeal will be required to demonstrate prior` '[ participation in the'revicN of thisproject.Previous participation in the permit proceeding-means the subinission of written information to the Conservation Commission prior to the close of the public hearing;requesting a Superseding;Order;or providing written infomration I to the De artment iiorto'issuance•of a.Su rsedin -Order:. _._.p p pe g- The request shall state clearly:and concisely the objcctiomio the,Order.whtch is being appealed and how the Order does not contribute to t hsaWrnlecM3fi l t,§40),and is inconsistent iNiitlr the n etlai ds regulations(310'CMR 10:00 To the extent that the Order is based on a imilicipaHMinance or bylai+; a n,,and not.on, c1 fassaehusetts Wetlands Protection Act or'regulations,the Departmenthas no appcllate Judsdiction. { Page 8 of.9*ELECTROiV]C:COPY �S6HNST LE EGI TRY QF PEEUS 1 t r i *Wsacliusetts Deparfiiient:of En-* •onnieutal Pi'otectioi Provided byalas bEP: Bureau of Resource Protection Wetlands MassDEP Ftle:i 003 5177• 3 cou Transaction 1F;63,76Sa WPA. bi m 5 OiAt of Conditions Gity/To�vn BA'RNSTr1BLE t'blassachusgd .NVMand!Protection Apt G. Record lim Iiifor_.ination T}u's Order.of Cmtditions nius$be recordcd'in the Regist y of i?eeds;or tite[and Court!for the disFnct in'whtch the land is loc�ited; wtthm t}ie chain of title of the afTected;properiy.-`:In the case of zrcorded land'the final Order siidll also be noted in the Registtj?s _ Grantor In&x under thenanie of the owner,of the land subject-tathc Order:In the case iof registcrcd.land„;this Order shalLalso;be °noted'otr the Land Court Certificate oETitic'ofthc onmerof the land;subject;;to die Order of Conditlons.The recording tnfoniAiomon f ,this pageshall b'esubnutted.to the C,onsen ation;Comntission hstM be'1ov s:. BARNSTABL6 Conservation:Com ission ' ctach 6h dotted fine,have stamped by the Regtshy of Deeds and.subnut to:the Conservation Conntttssion To. . _ „ , BARNSTABLE I: Consen ation Comnussion Please.be:ads tsed that the Order of Conditions'for the Projeetat; 359.•SANTUITROr1D,Cbt ft 003 5.1;77= ProjectLocation PIassDEP Ft16 Nurn.156 , Has lieenrrecordcd at the Rcgtstry of:Deeds of County Book, Page 4 ror.. Property Owner:'ROBERTBENEDE'TTO' j { and has;6een notedhn:4he cfiain of title"of the affected property:in: Book Pagp In aecordiuice�i%tli the Order of Gan lidons'i5sued on; Date t If recorded land tlie:instniiiient nuni bcr tdcntifyiiig this Eransaction=isc Insfrument Number - - _ 7f registered land�tic doctnlent:nunbcrstd'cntifyingthis t�nsaction is i 1)acumenkNumlier. Sio-jat of Appheak _ t x�5 anizoio' Pnge 9 of 9'"ELECTRON IC'COPX B_ xter Nye Eng neeru g&Surveying 7,8 North Street,3'd F.loor Hyan»is,MA,Q26o:1 t I DZUc)u 3 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GAS FITTING W City/Town:���/(�, 2�_ /�� G , MA. Date: 1 �� Permit# oe Building Location:35/ S4'NTy Q Owners Name; Type of Occupancy: Commercial ❑ Educational ❑ Industrial ❑ Institutional ❑ Residential ' New: Alteration: ❑ Renovation: ❑ Replacement: ❑ _Plans Submitted: Yes ❑ No& FIXTURES to X V) IY W W H � , I�a > o' C CW p 0 _ >_ Q o _ : U) w z 5 OF- D o W zO w V) mo opwW I-_ x > z' U n O Z W -- o wI- � ¢ wwzWtomWF_ wa: zLLJ � > U z 0 F- O z -1 (D LL W W zw cn I- I- I— �L U n o �Q m W O z 0 — zO W w W Q > O O W z w Q u. _ O lL o_ P > > > � O SUB BSMT. BASEMENT 1 FLOOR 2 FLOOR 3 FLOOR 4 FLOOR 5 FLOOR WH FLOOR 7 FLOOR 8 FLOOR Check One Only Certificate# Installing Company Name: ti jQ n_ ,� n ❑ Corporation Address: 1 1 y C k/�_aS City/Town:.1'AAS1Aw- State NNA ❑ Partnership, Business Tel: - s Fax: ❑ Firm/Company Name of Licensed Plumber/Gas Fitter: INSURANCE COVERAGE: have a current liabilitV insurance policy or its substantial equivalent which meets the requirements of MGL. Ch. 142 Yes x-No ❑ If you have checked Yes,please indicate the-type of coverage by checking the appropriate box below. A liability insurance policy Other type of indemnity ❑ Bond,❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box 0;I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my.Knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws: Type of License: By lumber Title [],Gas Fitter SignAuk of Licensed Plu b r/ as Fitter ❑ Master Citylrown rLP'Installer orneyman License Number: 0 oy(o APPROVED OFFICE USE ONLY -A e s �OV5 �-- yi, e MASSACHJUSETTS UNIFORM APPL CATION FOR PERMIT TO DOPLUMBING - City/Town . S ' MA. Dater . .a.. . ' Permit# , �f Building Location . � wJT�/Iy 411 / Owners Name: Type of Occupancy: Comrnerclal` Educational i Industrial - Institutional �; Residential`� New: Alteration Renovation rsry 4. Replacement] Plans Submitted:._Yes �) Not FIXTURES ; z w cn vo .cn rn J Z,' F- c LLJ �} (n: Z � d W (h F W Q U) �. JO i1 e T o .,.m U) w ,.C) a I— , >_ ` s z uy Ch v a u f — w ci h.. ca SUB BSMT. 'BASEMENT e. 1 FLOOR 2 FLOORAL 3 FLOOR 4 FLOOR '5 FLOOR 6 FLOOR 7 FLOOR "8 FLOOR r . . _ Check One Only:„ Certificate# installing Company Name: Address � ' City/Town� ,fY'h � „State -- �, Corporation' _ Partnership '. wm Business Tel: + ' �, Fax ' Firm/Company Name of Licensed Plumber a � !?- % INSURANCE COVERAGE:' . I have a current Iiabili insurance policy or its:substantial equivalent which meets the,requirer6gnts of MGL:Ch, 142 Yes NoL_ If you have checked Yes,please indicate the type of coverage,by checking the appropriate box below d A liabilityinsurance olio t Other,type e of indemnit i " Bond policy YP Y _ cl .OWNER'S INSURANCE WAIVER I am aware that the•ficensee`doesnot have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,-and that-my signature,on this permit application waives this.requirement. 4 µ. Check•One Only, y N Owner i Agent. Si nature of Owner or_Owner's A ent hereby certify that all of the details and information I have'submitted,(or entered)regarding this application are true and accurate to the best of my" s Knowledge and that all plumbing work and installations•performed-under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State`P.,lu"mbing Code and Chapter 142,of the General Lews. s FTI�t�ll l i Type of-License: r: x I Si to e of Licensed Plumber Plumber ✓ Master i ✓ i -- �. /town, y License Number:.� ,.. Jourrie'man APPROVED OFFICE USE ONLY Parcel Detail Page 2 of 5 xi Click for Building Detail Gross i e .-..,. .� Area;8501 Permit His ... ..._ .... Issue Date Purpose Permit# > Amount Insp Date ents 05/20/ 07/06/2009 Dwelling 200903077 $425,000 00: :00 4BD,3.5BTH,3CAR ATT R 07/06/2009 Out Building 200903078 $75,000 05/20/2 10 24X36 DET BARN 00:00: UNHEATED-NO LIV AREA Visit History Eaeg Who Purpose /2010 00:00:00 Mike Keating Call Back'Next /2005 00:00:00 Paul Talbot Vacant Lot Sales History Line Sale Date Owner Book/Page Sale Price 1 04/15/1992 BENEDETTO, ROBERT R 7970/354 $77,500 2 04/15/1992 RYDER, RICHARD H 7970/348 $100 3 02/15/1986 RYDER, RICHARD H 4924/210 $1 4 05/15/1985 RYDER, RICHARD H, P63350 $1 5 RYDER, FLORENCE H P38083 $0 Assessment History Save# Year Building Value XF Value OB Value . Land Value Total Parcel Value 1 2010 $0 $0 $0 . $703,500 $703,500 2 2009 $0 $0 $0 $704,200 $704,200 3 2008 $0 $0 $0 $734,000 $734,000 5 2007 $0 $0. $0 $734,000 $734,000 6 2006 $0 $0 : $0 $579,400 $579,400 7 2005 $0 $0 $0 $515,900 $515,900 8 2004 $0 $0. $0 $515,900 $515,900. 9 2003 $0 $0 $0 $384,000 $384,000 10 2002 $0 $0 $0 $384,000 $384,000 11 2001 $0 $0 $0 $384,000 $384,000 http://issql/intranet/propdata/ParcelDetail.aspx?ID=831 9/29/2010 Swanson Structural, Inc. Q4 a—�y6'� Paul W.Swanson,P.E. Engineering Services (——_ _.J ., � _ /D y2.. 116 Forest Street commercial Franklin,MA 02038-2579 residential ' s Phone 508-520-1333 heavy timber ". Fax 5087520-1334 Pall&SWariSOriSlructnral.COm 7 n 2� NJ �----,-- �7�iEjCf�1RA- zrsa 35,33 ! i -- -T _ � .1__._�- �J I i vw t i i i i e " - i— -._ E i ..-✓ ! ��1�`, -i,6....4 1 1 _ - 1 !3 - -77- - _a _ _ a. z �- -- ---�--�a'�-�----{•-'!--- - �- i l ! 1 i E 1 i" rJ UO✓ W l�^�_ 8�1 �'�!6+�.,i_ G�i Cv4.`�+d!.� / ✓Cq r C�.(ev c✓T d� , i f _. 3_ ��D2✓'f_,- (? -�ver�'� ?1-� D��Ei E , 1 ° t i t f e _.1 .__ _ 1 i 1 s /8 p I L b! ; I O 1 � f 1 • r.` � I �Y�{,,�(f •�1 ( f/•ww�! �3 1 , i E `, � •_ ' ? r! Job Name /r&N Job Number 3 Location 359 SG.lit Nl'T A 1 694 T, /y y'J Sheet R' � of 7 Client By ` �S Date 4 2 la Swanson .Structural, Inc. Paul W.Swanson,P.E. 7•Engineering Services � 116 Forest Street commercial Franklin,MA 02038-2579 residential : Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&.SwansonStructuraL com s E ` _.! } U TO - I C. ,�_� +� f , a -62 re �►3fit� Le;�� 2� �t °w rho/;• t y _ _._T _ € 1 7x8'€ 4 i& 5 �3)_1 ,8'!!N t 1 !l�4o4 ' �� TRUcru�tAC - _ No 35334 : Job Name Job Number / Location Sheet 2 of Client By ��� Date 2 D I Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services ° .• 116 Forest Street commercial Franklin,MA 02038-2579 residential _. ' Phone 508-520-1333 heavy timber , Fax 508-520-1334 Pau lna SwansonStructural.com __T..�?�-C.I.__.f 5�_��7ao✓'' way-C._._£_t� y,'�.fS � s t3..-_ U%r.�� "o � !2 'f � i � S,'�F 2$ 3 er'�) 6-5 1 , S U 05- 2 i �i i J 6` I00/G i Zi5�.__ .w!y�r..1.."l_ ./ p J. _._.._J.,_✓D ! ( ' S , ' 3 f $ i ( Sl xg Z?2o*'` , ___ _�_-•: '9- ���-- -d--_,�vrat .�,.v h,.,.� slu,�„� ._��k_.._ b_ � �k o'S� �y E _ YYY , t i I k ;• � u , , a t r. y STROCTORA 1 { f I E 3 i i t 1 Job Name Job Number 33�� ft Location Sheet 3 of "Z Client By / 6%/j Date l_ R Ly Main Wind Force Resisting System—Method 1 h 5 60 ft. Figure 6-2 Design Wind Pressures : Roofs _ Enclosed Buildings Walls & Roo • `�"� - O O / 41 /O d 0 ReferenceComr \ v �t Transverse efemce Longitudinil Notes: _ 1. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to other 1 exposures and heights with adjustment factor. 2• The load patterns shown shall be applied to each corner of the buildingin turn as the reference corner. See Figure ) ( gure 6-10 3. For the design of the longitudinal M WFRS use B=00,and locate the zone E/F,G/H boundaryat the mid-leng th of the building. 4. Load cases 1 and 2 must be checked for 25°<0 15 45°. Load case 2 at 25'is provided only for interpolation between 25°to 30°. 3 ` 5. Plus and minus signs signify pressures actin toward and away from the projected surfaces,respectively. — €n €m fY P g Y P J _ 6. For roof slopes other than those shown,linear interpolation is permitted. 7• The total horizontal load shall not be less than that determined b assuming gps=OinzonesB&D. , 8• The zone pressures represent the following: Horizontal pressure zones—Sum of the windward and leeward net(sum of intemal and external)pressures on vertical projection of. A- End zone of wall ;, C-.. Interior zone of wall B- End zone of roof, D- Interior zone of roof Vertical pressure zones—Net sum of internal and external( .)pressures on horizontal projection of. �.�- 1 E- End zone of windward roof G Interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof 9• Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GoH for the.pressure on the horizontal 4 Projection of the overhang. an Overh R r c gs on the leeward and side edges shall have the basic zone pressure.applied. , 10. Notation: F a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension1; l or 3 ft(0.9 m). ; %h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<I0°. 0, Angle of plane of roof from horizontal,in degrees: I 1, I i^4ti:• mum Design Loads for Buildings and Other Structures 304 41 tF . 4 -T t s i' a 5' Main Wind Force Resisting System-Method 1." Figure 6-2(cont'd) Design Wind Pressures WaiflS & ROOPS . Enclosed Buildings Simplified Design Wind Pressure ps30 1psfl (Exposure S at h=30 ft. with 1=1.0), y Zones Basic Wind Roof 0 Horizontal Pressures Vertical Pressures Overhangs Speed Angle (mph) (degrees) 0 A B C D E F G H EOH GOH 0 to 5° 1 11.5 5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 q 10° 1 12.9 -5.4 .8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3; 15.1 �5 20° 1 15.9 -4.2 10.6 -2.3 -13.8 9.6 9.6 7.3 19.3 -15:1 25° 1 14.4 2.3 10.4 2.4 6.4 -8.7 -4.6 . -7.0 11.9 -10.1 2 -2.4 -4.7"' -0.7 -3.0 s- - 30 to 45 1 12.9 8.8 10.2 7.0 " 1.0 -7.8 0.3 -6.7 -4.5 "-5.2 2 12.9 8.8 10.2 7.0 5.0 • -3.9 ' 4.3 -2.8 -4.5 -5.2 0 to 5 1 12.8 -6.7 8.5• -4.0 -15.4 -8.8 -10.7 -6.8 -21:6 -16.9 ' _ 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 =7.7 -21.6 16.9 20° 1 17.8 ' , 4.7 11.9 2.6 15.4 -10.7 -10.7 -8.1 -21.6 -16.9 90 25° 1 16.1 2.6 11.7 2.7 7.2 -9.8 -5.2 -7.8 -13.3 -11.4, 2 2.7 5.3 0.7 -3.4 --" 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 4,3 '4.8 -3.1 -5.1�, -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7" -20.9` 10° 1 17.9 : -7.4 .11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15° 1 -19.9 -6.6 _1-3.3_--3 8_-=19 1_,. -12.4 -13.3 -9.5 -26.7" -20.9 20° 1 22.0 =5.8 14.6 -3.2 -19.1 -13.3 13.3 -10.1 -26.7 -20.9 100 25° 1 19.9 3.2 14.4 3.3 -8.8 =12.0 -6.4 -9.7 -16.5 -14.0 2 3.4 6.6 0.9 -4.2 - 30 to 45 1 . 17.8 12.12 14.2 9.8 1.4' -10.8 0.5 -9.3 -6.3 -7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 . 5.9 -3.8 -6.3 -7.2 0 to 5 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1' -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1. 14.1: -16.0 10.8 32.3 25.3 15° 1 24.1 -8.0 16.0 . -4.6 -23.1 15.1 -16.0 ,11.5 32.3 25.3 110 20° 1 26.6° -7"0 17.7 -3.9 -23.1 -16.0 16.0 12.2 32.3 25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 19.9 -17.0 2 -4.1 -7.9 -1.1 -5.1 - d 30 to 45 1 21.6 14.8 -17.2 11.8 1.7 -13.1 0.6 -11.3' -7.6 '-8.7 2 21.6E 14.8 17.2 .11.8 6.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5° 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 •-38.4 -30.1. 10° 1 25.8 -10.7- 17.1 -6"2 27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15' 1 . 28.7 . 9.5' 19.1 5.4 -27.4 17.9 -19.1 -13.7 -38.4 -30.1 1 20 20° 1 31.6 -&3 . 21.1 -4.6 -27.4 -19.1 19.1 14.5 `-38.4 . 30.1 , 25° 1` 28.6 4.6 20.7 4.7 12.7 ' -17.3 -9.2 -13.9 -23.7 -20.2 4 2 -4.8 -9.4 •-1.3 -6.0 30 to 45 1 25.7 £, 17.6 20.4. 14.0 2.0 15.6 0.7 -13.4 9.0` 10.3 2 25.7 17.6 `S'20.4 14.0 9.9 -7.7 8.6 -5.5` -9.0 . 10.3- 0 to 5° 1 26.8. -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 .-35.3 10° 1 30.2 12.5 20.1` -7.3 -32.2 -19.7 -22.4 -15.1 -45.1 -35.3 R ., •15° 1 '33.7. =11.2` v 22.4' -6.4 -32.2 -21.0 -22.4 -16.1, -45.1 -35.3 n 13® 20 1 37.1 ' --9.8 ` •24.7 5.4 32.2 22.4 22.4 17.0 a5.1 35.3 . 25 1 ` ;'33.6 5.4 24.3._ 5.5 -14.9 -20.4 , -10.8 -16.4 . -27.8" -23.7 ' 2 -5.7 -11.1 -1.5 -7.1 -- - 30 to 45 1 30.1. 20.6 ' 24.0: 16.5 2.3 -18.3 0.8 -15.7 -10.6 2 3011. 20.6,' 24.0 t 16.5 11.6 -9.0 10.0 -6.4 10.6 _ . -12.1 e } Unit Conversions-1.0 ft 0:3048 m; 1.0,psf =0.0479 kN/m2 ; i 42 5 -7 -ASCE 7-02 Table 4.313 Nominal Unit Shear Values for Wood-Frame Shear Walls" Gypsum and Cement Plaster A B SEISMIC WIND Max.Fastener Max.Stud v_s. G_a V_w Material Fastener Type&Size Edge Spacing* Spacing If Sheathing Material Thickness If Id .0 7" 24" unblocked 150 4.0 220 2q^ unblocked 220 6.5 220 5d cooler(0.086"x 1-5/8"long,15/64"head)or wallboard nail(0.086"x 1-5/8"long,9/32" 4" unblocked 200 5.5 head)or 0.120"nail x 1-1/2"long,min 3/8"head 7" 16" 250 4" 16" unblocked 250 7.0 7" 16" blocked 250 6.5 250 No.6 Type S or W drywall screws 1-1/4"long 4^ 16" blocked 300 9.0 300 1/2"- 8/12" 16" unblocked 120 3.0 120 320 4/16" 16" blocked 320 8.5 310 4112" 24" blocked 310 9.5 No.6 Type S or W drywall screws 1-1/4"long 16" blocked 140 4.0 140 Gypsum wallboard, 8%12" 180 ` _ 6/12" 16" blocked 180 5.0 gypsum veneer base,or 230 6.0 230 water,-resistant gypsum 6d cooler(0.092".x 1-7/8"long,1/4"head)or wallboard nail(0.0915"x 1-7/8"Tong,19/64" 7" 24" unblocked 4" , 24" unblocked 290 8.0 290 backing board - head).or OJ20"nail x 1-3/4"long,min 3/8"head - - 290- 7.5 290 _ 7^ 16" blocked 5/8^ r No:6 Type S or W drywall screws 1-1/4':long 4" 16" blocked 350. 10:0 350 .. - 140 4.0 140 8/12" 16" unblocked No.6 Type S or.W drywall screws 1-1/4"long 8/12" 16" blocked 180 4.0 � Base ply--6d cooler(0.092"x 1-718"long .1/4"head)or wallboard nail(0.0915"x 1-7/8" 5 t 180 5/8" Base:9" 00 n long,19/64"head)or 0.120"nail x 1-3/4 long,min 3/8"head 16" . blocked 500 17.0 Z Face ply.-8d cooler(0.113"x 2-38"long,0.281"head) or wallboard nail(0.113"x 2-3/8" Face:7" (Two-Ply) long,3/6"head)or 0.120"nail x 2-3/8"Jong,min 3/8"head O 4" 16" unblocked 150 5.0 150 O 1/2"x2'x8' p - - - 350 10.0 350 n 0.120"nail x 1 3/4"long, 7/16"head,diamond-point,galvanized 4" 24^ blocked 200 C Gypsum sheathing 1/2"x 4' 7^ 16". . unblocked 200 .5.0 915"x 1-7/8" 4/7" blocked' 400 .13.0 400 n 6d galvanized cooler(0.092"x 1-7l8 long,1/4"head)or wallboard nail(0.0 18" r= 5/8"x 4' long,19/64"head)or 0.120"nail x 1-3/4"long,min 3/8"head Gypsum lath,plain or 3/8"lath and 0.092"x 1-1/8"long,19/64"head,gypsum wallboard blued nail or 0.120"nail x1 1/4"long, 5" 16" unblocked 200 6.5 200 perforated 1/2" laster min 3/8"head xpan a me a or woven 6" 16" unblocked 360 12.0 360 wire lath and Portland 7/8" 0.120"nail x 1'/z"long,7/16^head ` cement plaster a.'Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements,see 4.3.7.4. b. Type S or W drywall screws shall conform to requirements of ASTM C 1002. edges and the second number denotes fastener c. Where two numbers are given for maximum fastener edge spacing,the first number denotes fastener spacing at the spacing in the field. "J . Anchors � """ I Holdownr E �`�EERIep This product is preferable to similar connectors because of �W�I W a)easier installation,b)higher loads,c)lower installed cost, "' or a combination of these features. Post size by 9 s �b0... 0 o Designer mt The HDU series of holdowns combine the advantages of low o o deflection and high capacity from the pre-deflected geometry with the ease of installation of Simpson's patented SDS screws. o HDU SPECIAL FEATURES: ` Pilot Holes for � (0 nufacturing m •Pre deflected body virtually eliminates deflection due MaPurposes o Pressure treated to material stretch. (Fastener ° p° •Uses SDS screws which install easily,reduces fastener slip, cored) m jf :r y; barrier maybe S y P not req � required and provides a greater net section area of the post compared to bolts. t •SDS 1/4 x2l/z screws are supplied with the holdowns. (Lag screws will not achieve the same load.)This ensures the o y� - proper fasteners are used and is convenient for the installer. No stud bolts to countersink at openings. t MATERIAL:See table. FINISH:Galvanized e INSTALLATION: I C •Use all specified fasteners.See General Notes. hQ Vertical HDU Installation •Place the HDU over the anchor bolt. yI •No additional washer required. 7sia� HDU may be installed raised off •To tie double 2x members together,the Designer must determine HDU the sill plate with no increase in the fasteners required to bind the members to act as one unit deflection values(see note 7). without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed finger-tight plus 1/3 to ihturn with a hand wrench,with consideration anchorage solutions(see page 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. • Fasten � ,• ` Dimensions ers Allowable Tension Loads Model Holdown Deflection No. Ga _-- umb HighestAtlowabl —aCode W H . B Bolt of SDS Design Load.. Ref. (133/16.0) .(133/160) HDU2-SDS2.5 14 3 8111e 31/4 11/4 5/s 6 2625 2260 0.017 HDU4-SDS2.5 14 3 1015/is 31/4 11/4 5/e 10 4190 3600 0.049 HDU5-SDS2.5 14 3 133/16 3Y4 11/4 5/a 14 1 5430 4670 0.061 146,160 HDU8-SDS2.5 10 3 16% 31h 11/a --Y�g—20—�'8350' --7180 0:03T"�'T"'"- _:.. _. HDUII SDS2.5_ 10 3 . 221/4 31h 11/a ' f- 30 11275 9695 0.040 N W 1.Allowable loads have been increased for earthquake or wind load durations with - 8.Deflection at Highest Allowable Design Load: z no further increase allowed;reduce where other load durations govem. The deflection of a holdown measured between the a 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown z deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS 1/4 x2lh°screws. in the catalog table.This movement is strictly due a 3.The Designer must specify anchor bolt type,length and embedment. to the holdown deformation under a static load 4.When using structural composite lumber columns screws must be applied to , test conducted on a wood jig. the wide face of the column. r 9.Tabulated loads may be doubled when the HDU is 5.Post design shall be by Designee - installed on both sides of the wood member provided 6.SDS screws install best with a low speed IN right angle drill with a V hex head driver. either the post is large enough or the holdowns are 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences: cc Refer to note q,page 14 for installation instructions of raised holdowns. ' a b p ATSAnChDr1/ : n The Anchor.Tiedown System ATS Is a method for anchoring shearwalls in mid-rise wood frame construction to resist lare , B uplift forces in stacked shearwall systems caused by earthquakes ! ' and high winds.The revolutionary ATS method restrains overturning forces through bearing plates and Simpson I Strong-Rod providing a high capacity restraint system far ' Z exceeding the capacity of traditional holdowns.The patented ATS also offers Take-up Devices to compensate for wood =' shrinkage and settling common in mid-rise construction. For design information request C-ATS or visit www.strongtie.com. _ Free ATS Selector Software available ^' 4 7 /y 35 ........... OPH NORROW WHIL 011HEIN6 MITH'90- 1RHMIN6 TIPS F, , The APA Narrow Wall Bracing Method is,a simple, site-built solution that'allows builders to construct segments as narrow as 16 inches next to window and door openings. Be sure to check for these essential details when constructing the APA Narrow Wall Bracing Method around garage openings. £ For complete information on the APA Narrow Wall Bracing method and its applications in locations other than the garage,please see APA publication Narrow Walls That Worh,'Form D420. . i .. Wall 8 . sheathing 4 must extend ° up over u header o U , A ... .. _ Q e o ; O 6 D fi: ° D a 4-4 ;'OR Nail schedule 8d common` t EXTERIOR at 3"o.c: g VIEW OF y ,: - ..�?6�'�55�:S�:zMtlri: :.s..'�1'[•'s'�Mr.Y'3W'#�M",•"�T�w�:m..S.'A.%.:^".::. .. GARAGE l OPENING Wall sheathing must extend up over header ao on Y Sheathing . joint at ; approx. Nail schedule D a o o I mid height 8d common = 0 0 o a 'a at c - "O APA THE ENGINEERED WOOD ASSOCIATION i" Extend header to king stud (D Nail top plate �. t to header u with two rows I w w h of 16d nails at 3 o.c. • m O :N a ' i INTERIOR k a PAVIEW OF " z .. �� t GARAGE OPENING o Install o o 1 1000-lb strap Al MS TA 18 a N 0 3� 2 anchor bolts with • r min. 2"x 2"x 3/16' & plate washers 0I Nail corner studs together o t . 0 2 rows of 16d at 24"o c 0 e q Stud optional to o support interior finish Gypsum t} LL optional e a 9 8d at �r 7- a r - ��4 r ' a 8d at 3"o C. (PLAN VIEW OF CORNER DETAIL)' �, w t, to .. H F y a We have field representatives in many major U.S.cities and in Canada who DISCLAIMER Z can help answer questions involving APA trademarked products.For additional The information contained herein is based on APA—The Engineered Wood. 0 assistance in specifying engineered wood products,contact us: Association's continuing programs of laboratory testing,product research, and ucomprehensive field experience. Neither APA; nor its members make any war- 0 APA—THE ENGINEERED WOOD ASSOCIATION ranty,expressed or implied,or assume any legal liability or responsibility for the HEADQUARTERS use,application'of, and/or reference to opinions, findings,conclusions,or rec p7011 So.19th St_•Tacoma,.Washington 98466 - ommendations included in this publication. Consult your local jurisdiction or 00 (253)565-6600•Fax:(253)565-7265 design professional to assure compliance with code, construction, and perfor- 3 mance requirements. Because APA has no control over quality of workmanship 0 or the conditions under which engineered wood products are used, it cannot Waccept responsibility for product performance or designs as actually constructed., z z w PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help@apawood.org PA Form No.F435 THE ENGINEERED WOOD ASSOCIATION o Issued January 2006/0010 N 07/06/2009 14:14 5085450898 BRIAN JUDGE ��.� PAGE 02/09 REScheck Software Version 4.2.2 Compliance Certificate 1 Project Title: Benedetto Residence Energy Code: 2006 IECC Location: cotuit,Massachusetts Construction Type: Single Family Conditioned Floor Area: 3077 tI2 Glazing Area Percentage: 16% Heating Oegree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 359 Santuit Rd Bob Benedetto Brian Judge Cotult,MA 359 Santuit BRIAN P.JUDGE AIA Cotuh,MA 841 Worcester Rd - (949)413-0799 #311 Natick,MA 01760 (508)545-0898 b6an.judge44@vedzon.net Corn pliance:Passes on LIA Compliance:27.4%Better Than Coda Maximum UA:910 Your LIN 661 Gross Cavity Cont. Glazing LIA Assernialy Area or OT D•• Perimeter LI-Factor Ceiling 1;Cathedral Ceiling(no attic) 30 30.0 2.5 93 29 Skylight 1:Wood Frame:Double Pane with Low-E 29 0.033 1 SHGC:0.34 Wall 1:Wood Frame, 16"o.c. 4772 20.0 2.5 209 Window 1:Vinyl Frame:Dcuble Pane with Low-E 385 0.033 13 SHGC:0.34 Door 1:Solid 89 0.140 12 Poor 2:Glass 433' 0.270 117 SHGC:0.34 Wall 2:Wood Frame,16"o.c. 358 13.0 2.5 26 Basement Wall 1:Solid Concrete or Masonry 1280 21.0 2.5 50 Wall height:7.6' Depth below grade:6.7' Insulation depth:7.6' Floor 1:Slab-On-Grade:Heated 204 10.0 140 Insulation depth:6.0' Compliarlos Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the pen-nit application.The proposed 4uilding has been designed to the 2006 IECC requirements in REScheck Version 4.2-2 and to comply with the mandatory requi m listed in the spe I n Checldi5t. Name-Title _ ure Date Project Notes: New constructionof a Cape design with 2X6 studs@ 16"o/c$Icynene insulatio in walls and underside of roof deck.Basement to nave 3 1/2"batt on inside of foundation wall and 2"R-10 rigid insulation on exterior walls and under concrete floor slabs. Project Title: Benedetto Residence Report date:07/06/09 Data filename:C:IDocuments and SettingsN13RIAN JUPGE\My Documents\BENEDETTO RES,rck Page 1 of 3 0//06/2009 14:14 5085450898 BRIAN JUDGE PAGE 03/09 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity+R-2.5 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-20.0 cavity+R-2.5 continuous Insulation Comments: - ❑ Well 2:Wood Frame,16"o.c.,R-13.0 cavity+R-2.5 continuous insulation Comments: Basement Walls: [] Basement Wall 1;Solid Concrete or Masonry,7.6'ht 16.7'bg/7.6'insul,R-21.D cavity'+R-2.5 continuous insulation Comments: Windows: ❑ Window 1:vinyl Frame;Double Pane with Low-E,1-1-factor.0.033 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.033 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.140 Comments: ❑ Door 2:Glass,U-factor:0.270. r, Comments: Floors: ❑ Floor 1:Slab-On-Grade:Heated,6.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 fl.OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. Air leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: q Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-faetor of 0,75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Report date:07/06/09 Project Title: Benedetto Residence rnentateENEDETTO RES.rck Page 2 of 3 Data filename:C:1Doeuments and SettingslBRIAN JUDGE1My Docu 07/06/2009 14:14 5085450898 BRIAN JUDGE PAGE 04/09 0 Vapor retarder is installed on the warm-In-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials:or other approved means to avoid condensation are provided, Comments: Materials Identification and Installation: Materials and equipment are Identified so that compliance can be determined. 0 Manufacturer manuals for all Installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications, 0 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. Duct Insulation: 0 Ducts)n unconditioned spaces or outside the building are insulated to at least R-8. 0 Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-B. Duct Constructlori: la Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and Mechanically fastened. © All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and ma8tice are rated UL 181A or UL 1818. 0 Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on ail outdoor air intakes and exhausts. 0 Additional requirements for tape sealing and metal dud crimping are included by an Inspection for compliance with the International Mechanical Code, Temp8rature Controls: 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. Certificate: A permanent certificate Is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-oondlfioning and water heating equipment- NOTES TO FIELD:(Building Department Use Only) Report date:0 Project Title: Benedetto Residence Deta filename:C,1Docurnents and SettingsMRIAN JUDGE1My Documents%BENEDETTO F2E5.rok Pagee 3 3 o of 3 f 3 07/06/2009 14:14 5085450898 BRIAN JUDGE PAGE 05/09 0 r 2006 IECC Energy N/ Efficiency Certificate Coiling/Roof 32.51 Wall 22.61 Floor I Foundation 23,61 Ductwork(unconditioned spaeeg): poor Rating U-Fact.or Window 0.03 0.34 Skylight 0.03 0.34 . Door 0.27 0.34 Heating o. Water Heater. Name: Date, Comments: f BOISE' Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beamll3eam 11 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 y ' File Name: BC 3394 Job Name: New Residence Description: Beam 11 Address: 359 Santuit Rd. Specifier: City, State,Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural; Inc. Code reports: ESR-1040 Misc: job 3394 m 2 s s a 4 iE 3 v. `` Y `' �'s `r p t �^ �° `, r) t E €ky �` i., x i +' 2 s ` } a9 � 9`;�' wzsamm 08-05-00 BO,3-1/2" B1,3-1/2" LL 1,658 Ibs LL 1,658 Ibs DL 1,408 Ibs DL 1,408 Ibs SL 829 Ibs SL 829 Ibs Total Horizontal Product Length=08-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf.Area(psf) Left 00-00-00 08-06-00 40 12 06-06-00 2 wall Unf. Lin. (plf) Left 00-00-00 08-06-00 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 08-06-00 20 10 06-06-00 4 roof Unf.Area(psf) Left 00-00-00 08-06-00 15 30 06-06-00 Controls Summary Value %Allowable Duration Case Span .Disclosure Pos. Moment 7,406 ft-Ibs 51.3% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,073 Ibs 37.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U373(0.259") 64.3% 2 1 output as evidence of suitability for Live Load Defl. U585 (0.165") 61.6% 2 1 particular application.Output here based Max Defl. 0.259" 25.9% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 13.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports .Dim.(L x W) Value Supportr Member Material building codes.To obtain Installation,Guide BO Wall/Plate 3-1/2"x 5-1/4" 3,894 Ibs 49.9% : 28.3% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 3,894 Ibs 49.9% 28.3% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD TM',BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria: PLUS@,VERSA-RIMO, Design meets arbitrary(1") Maximum'load deflection criteria. VERSA-STRANDO,VERSA-STUD@are. '`f trademarks of Boise Wood Products, Connection Diagram L.L.P. b d— F a oT o c e 0 0 0 /c>4 PAUL W. � SWANS ON �ZI,14 `ems STRUCTURAL a minimum=2" c=2-1/4" No. 35334 b minimum=3" d= 12" e minimum=3" j NA Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 - BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 12 BC CALCO 2.0 Design Report-US 1 span' No cantilevers 0/12 slope Wednesday,June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 12 Address: 359 Santuit Rd. Specifier: City, State, Zip:Cotuit, MA Designer. Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 4 5 3 _ 1 Vys .'S ' 00'49$ !;% ,e.�.�.• 2..',v.,�z,,e w� .i ;'; .,v„ a�__.. x,. S. ..�,,'... . 14-06-00 B0,5-1/4" 61 7" LL 4,355 Ibs LL 4,417 Ibs DL 3,009 Ibs DL 4,289 Ibs SL 2,474 Ibs SL 5,894 Ibs Total Horizontal Product Length=14-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% _ 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 14-06-00 40 12 10-07-08 2 Beam 13 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 1,305 720 n/a 3 Beam 13 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 1,305 720 n/a 4 Beam 03 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 1,290 21474 n/a 5 Beam 03 at bearing B1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 2,550 5,894 n/a Controls Summary Value %Allowable.. Duration Case 'Span Disclosure Pos. Moment 13,052 ft-Ibs 61.4% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3,244 Ibs 41.1% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U367(0.445") 65.4% 1 1 output as evidence of suitability for Live Load Defl. U487(0.335") 73.9% 1 1 particular application.Output here based Max Defl. 0.445" 44.5% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 5-1/4"x 3-1/2" 9,838 Ibs 17.8% 71.4% Versa-Lam 1.7 ask questions,please call (8 B1 Post 7"x 3-1/2" 14,601 Ibs 19.9% 79.5% Versa-Lam 1.7 00)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD- BCIO, Notes BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total.load deflection criteria .. SYSTEM@,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM®, . Design meets arbitrary(1") Maximum load deflection criteria VERSA-STRAND®,VERSA-STUD®are. trademarks of Boise Wood Products, Connection Diagram L.L.C: b d I t P14UL W.SWA ' s ✓ -7 ' STRUCTURAL . No,'35334. a minimum =2" c=7-7/8" ar b minimum = 3" d= 12" A T Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' p� 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 iMiSE" Double 1-3/4' x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam '13 BC CALL@ 2.0 Design Report US 1 span No cantilevers 1 0/12 slope" Wednesday,'June 24, 2009 19:50 Build 284 File Name: BC'3394 - Job Name: New Residence Description:_ Beam'13 Address: 359 Santuit.Rd. Specifier: t City, State, Zip: Cotuit, MA Designer: A Customer: Benedetto, Robert Company: Swanson Structural,inc. .` . Code reports: ESR-1040 " Misc: job 3394 1 , r .,:,�.-. � .. �, .� ,:• 2,. 14-06-00 OF I>< BO,3-1/2" B1,3-1/2" LL 1,305 Ibs CL 1,3051bs DL 720 Ibs ' c DL 720 Ibs Total Horizontal Product Length=14-06-00: _ Load Summary Live ', Dead Snow Wind Roof Live f~ Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%' Trib 1 attic Unf.Area (psf) > Left = 00-00-00,, 14-06-00 20 . 10 09-00-00 Controls Summary Value %Allowable Duration Case Span ~�' Disclosure Pos. Moment 6,885 ft-Ibs' 49.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,723 Ibs 27,3% " 100% 1 "� 1 Left, be verified by anyone who would rely on Total Load-Defl. U345 (0.489") 69.6% ' 3 r 1 1 output-as evidence of suitability for Live Load Defl. U535(0.315") 67.3% particular application.Output here based Max Defl.' 0.489" 48.9% 1 a' 1 on building code-accepted design properties and analysis methods. Span/Depth 17.7 n/a 1 r Installation of BOISE engineered wood products must be in accordance with %Allow '. %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 2,025 Ibs 38.9% 22.0%: Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation.. B1 Wall/Plate 3-1/2"x 3-1/2" 2,025 Ibs 38.9% 22..0%,- Spruce-Pine-Fir M BC CALC@,BC FRAMER®,AJSTM', Notesk ALLJOIST@,BC RIM BOARD-, TM' Design meets Code minimum (U240)Total load deflection criteria. $OISE GLULAM SIMPLE FRAMING SYSTEM@ VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria r t' PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria., ` r; VERSA=STRAND@,VERSA-STUD@are € trademarks of Boise Wood Products, . Connection Diagram b d L , a • r• "" / 1 w i AI;L d l Sv`i ,rtSON STl�UCTURAL, �+ a minimum=2" c=5-1/2' o.35334 b minimum = 3" d= 12" z pia Member has no side loads: L Connectors are: 16d Common Nails r Page 1 of 1 BoiSE- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 14 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday, June 24,2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 14 Address: 359 Santuit Rd. Specifier: .. City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert - Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 2 1 ? z .` �Eazt � �t`r ➢yh £�i a�,' h , '�e € s' �� d�.E '�� aa `°G. �. ....azs..,:,.... .MT-. `)paY431 21-04-00 BO,3-1/2" 131,3-1/2" LL 1,343 Ibs LL 1,627 Ibs DL 550 Ibs DL 635 Ibs Total Horizontal Product Length=21-04-00 Load Summary Live- Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133%. 125% Trib. 1 2nd floor " Unf:"Area(psf) Left 00-00-00 21-04-00 40 12 03-00-00 2 add'I 2nd floor Unf.Area(psf) , Left 14-06-00 21-04-00 40 12 01-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,119 ft-Ibs 34.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -1,901 Ibs 20.4% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U501 (0.5") 47.9% 1 1 output as evidence of suitability for Live Load Defl. L/703(0.356") 51.2% y` 1 1 particular application.Output here based Max Defl. 0.5" 50.0% 1 1 on building code-accepted design N. properties and analysis methods. Span It Depth 17.9 n/a 1 Installation of BOISE engineered wood " products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material• building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 1,893 Ibs 36.4% 20.6% Spruce-Pine-Fir or 00)232estions, ore installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2,263 Ibs 43.5% 24.6% Spruce-Pine-Fir (800)232-o7s8 before installation. BC CALCO,BC FRAMERS,AJS-, Notes ALLJOISTS,BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria.. SYSTEMS,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are trademarks of Boise Wood Products, ' Connection Diagram L.L.C. . ►1 b t d a UF rill, y PAUL W. 4f e* SWANSON `T� a + ill STRUCTURAL V3 . a minimum =2" c= 10 No, 35334 b minimum= 3" d= 12", Member has no side loads. j AL Connectors are: 16d Common Nails Page 1 of 1 80iSE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamMeam 15 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24,2009 19:50 Build 284 File Name: BC 3394 2' ZX1D Dr" Job Name: New Residence Description: Beam 15 Address: 359 Santuit Rd. Specifier: City, State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural;'Inc. Code reports: ESR-1040 Misc: job 3394 t ,.rk 04-00-00 BO,3-1/2" B1,3-1/2" LL 1,213 Ibs LL 450 Ibs DL 498 Ibs DL 185 Ibs Total Horizontal Product Length.=04-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf.Area(psf) Left 00-00-00 04-00-00 40 :12 02-00-00 2 Beam 14 at bearing BO Conc. Pt. (Ibs) Left 01-00-00 01-00-00 1,343 550 n/a Controls Summary. Value %Allowable Duration Case Span Disclosure Pos. Moment 1,226 ft-Ibs 8.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 1,389 Ibs 22.0%. 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U9,514 (0.004") 2.5% 1 1 output as evidence of suitability for Live Load Defl. U13,423 (0.003") 2.7% 1 1 particular application.Output here based. Max Defl. 0.004" 0.4% :.1. 1 on building code-accepted design properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,pleae call BO Wall/Plate 3-1/2"x 3-1/2" 1,711 Ibs 32.9% 18.6% Spruce-Pine-Fir (g00)232--0788 beforre installation. B1 Wall/Plate 3-1/2"x 3-1/2" 635 Ibs 12.2% 6.9% Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD-,BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria: SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360)Live load deflection criteria. PLUSO,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are trademarks of Boise Wood Products, Connection Diagram L.L.C.. L►I b d a ♦� ♦ r _,Y�c 4UL 4,V 56'VAl�SON. i 21 STRUCTURAL a minimum=2" c=5-1/2" No, 3533 b minimum= 3" d= 12'• Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' w fSs,�>Y 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. tom 5 Connectors are: 16d Common Nails Page 1 of 1 80iSE" Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 16 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 16 Address: 359 Santuit Rd. Specifier: City, State, Zip: Cotuit, MA Designer: Customer. Benedetto, Robert Company: Swanson Structural, Inc: Code reports: ESR-1040 Misc: job 3394 2 .. ,✓�'.'.sK,_..:: ,.�r&4�Y�.�. f.:.�,f�� ,��.� ;r'z, A ,�...e,. s�.: .... .'. .."., .,.w; ., i� ` '$ P'�„ m, x�7�u'a.'.I,k3;� :x�caa,.Y�.�.� +3�� .fit ,r' �� -�. ,Y�. :. :i ."�. , i.. 14-00-00 BO,4-1/4" 131,4-1/4" LL 2,520 Ibs " ' LL 2,520 Ibs DL 1,622 Ibs DL 1,622 Ibs SL 1,470 Ibs SL 1,470 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 2nd floor Unf.Area(psf) Left 00-00-00 14-00-00 .40 12 09700-00 2 roof Unf.Area(psf) Left 00-00-00 14-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Span DISCIOSure Pos. Moment 18,039 ft-Ibs 56.2% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 4,693 Ibs 32.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U276 (0.584") 87.1% 2 1 output as evidence of suitability for Live Load Defl. U388(0.415") 92.9% 2 1 particular application.Output here based Max Defl. 0.584" 58.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 16.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4-1/4"x 7" 5,612 Ibs 44.4% 25.2% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 4-1/4"x 7" 5,612 Ibs 44.4% 25.2% Spruce-Pine-Fir (800)232-0788 before installation: BC CALCO,BC FRAMER@,AJS-, Notes s ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. „' PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load'deflection criteria._ VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram b d a a I �.. SWANSON ; i c STRUCTURAL �;a a minimum=2" c= 5-1/2" No. 353 Ap b minimum=2-1/2" d=24" '�'or 01 Member has no side loads. , - ' �!0 L ' Connectors are: 1/2 in. Staggered Through Bolt G as 199 Page 1 of 1 BOWE-. Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 17 BC CALC®2.0 Design Report-US 4 spans Left cantilever 0/12 slope Wednesday, June 24,2009 19:50 Build 284 r File Name: BC 3394' Job Name: New Residence Description: Beam 17 M Specifier: Sa ntuit Rd. Address: 359 , City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert .Company: Swanson Structural„Inc Code reports: ESR-1040 Misc: job 3394 2 ®.. r i Fib r � r f � ! q. "` r �L�� ✓; as ��'`E �y� � 'Bty, E 's 0-0 - , ,-. .� � .... . �. .:� .,. � .. .. . ... .� 02-04-00 09-08-00 10-04-00 4 00 131,5-1/2" B2,9-1/4" B3,9-1/4". B4,5-1/2 LL 3,862 lbs LL 6,685 lbs LL 6,782 lbs. _ LL 2,726 lbs DL 2,571 lbs DL 4,167 lbs DL 4,480 lbs ' 'DL 1,703 lbs SL 2,730 lbs SL 4,425 lbs SL 4,756 lbs SL 1,809 Ibs Total Horizontal Product Length=32-08-00 ' Tag Desch m Load Type Ref. Start e E Live Dead $now Wind Roof Live Load Summary � End 100%0 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left . 00-00-00 32-08-00 . 40 92 14-00-00 2 roof Unf.Area (psf) Left 00-00-00 32-08-00 15. ,30 114-00-00 Controls Summary Value %Allowable Duration Case Spans y DIs6losure Pos. Moment 11,782 ft-lbs 32.1% 115% 15 4- Internal Completeness and accuracy of input must Neg. Moment -15,232 ft-lbs 41.5%: '° •115% 21 3- Right be verified by anyone who would rely on End Shear -4,246 lbs 31.2% 115% F 15 ., .'4-Right. output as evidence of suitability for ' 21 4-Left particular application.Output here based Cont. Shear 6,476 lbs 47.5% 115% on building code-accepted design Total Load Defl:' U957 (0.125") 25.1% -15 . 4 ' M:` properties and analysis methods. Live Load Defl. U1,255(0.095") 28.7% `15 4 Installation of BOISE engineered wood Total Neg. Defl. -0.074" 14.8% 15 1 -Cantilever products must be in accordance with 4 Max Defl: 0.125" 12.5% 15 a current Installation Guide and applicable Span/Depth 10.4 n/a 3. , building codes.To obtain Installation Guide • or ask questions,please call 5 (800)232-0788 before installation. Allow %Allow Bearing Supports Dim (L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJS- B1 Wall/Plate , 5-1/2"x 5-1/4" 9,163 Ibs 74.7% 42.3% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARDTM BCIG, B2 Wall/Plate 9-1/4"x 5-1/4" 15,278 lbs 74.0% 41.9% Spruce-Pine-Fir BOISE GLULAMT"',SIMPLE FRAMING B3 Wall/Plate 9-1/4"x 5-1/4" 16,018 lbs 77.6%,, 44.0%' w 'Spruce-Pine-Fir 'SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,.: B4 Wall/Plate 5-1/2"x 5-1/4". 6,238 lbs. .50.8% 28.8% Spruce-Pine-Fir VERSA-STRAND®,VERSA-STUD®are ti trademarks of Boise Wood Products, Notes L.L.C. r 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 LIb d1 • • • r '! i FAUL W ° �• ° ..r •s ,�W r .S1Po°r'.NSON + pr,� tit 1 c � i StRUCTURAL' o.353: W °. NAL a minimum=2" c=6-7/8„ b minimum=3" d= 12" e minimum= 3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BoiSE" Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 18 BC CALCO 2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Thursday, June 25,2009 17:10 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 18 Address: 359 Santuit Rd. Specifier. City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural; Inc. Code reports: ESR-1040 Misc: job 3394 3 1. 44 t d' yy a t K?` aXb- A$lyQ *Y`"+ ESE ...„ .,,. ..E .-< ._., .R ':..ea•" ,.w`,,: a R � �5.�a`„' .. 08-06-00 BO,3-1/2" 61,3-1/2" LL 1,870 Ibs LL 1,870 Ibs DL 904 Ibs DL 904 Ibs Total Horizontal Product Length=08-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115%, 133% .• 125% Trib. 1 1st floor Unf.Area (psf) Left 00-00-00 08-06-00 40 12 07-00-00 2 wall Unf. Lin. (plf) . Left 00-00-00 08-06-00 70 n/a 3 2nd floor Unf.Area (psf) Left 00-00-00 08-06-00 40 12 04-00-00 Controls Summary Value %Allowable Duration Case _ Span Disclosure Pos. Moment 5,276 ff-Ibs 42.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,189 Ibs 30.3% 100% 1' 1 Left` be verified by anyone who would rely on Total Load Defl. U524 (0.184") 45.8% 1 1 output as evidence of suitability for Live Load Defl. L/777 (0.124") 46.3% 1 .1 particular application.Output here based Max Defl. 0.184" 18.4%_ 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.3 n/a _ 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 2,774 Ibs 35.5% 20.1% Spruce-Pine-Fir ( ask questions,please call 8 B1 Wall/Plate 3-1/2"x 5-1/4" 2,774 Ibs 35.5% 20.1% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD T*' BCIO, BOISE GLULAMTm SIMPLE FRAMING Design meets Code.minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAMO,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram - L.L.C. . �b d O T O OF C,�n� v " <ID ti u (G SWANSON STRUCTURAL v� � a minimum=2" c=2-1/4" No, 35334 b minimum=3" d= 12" e minimum= 3 FSS/ Rt Member has no side loads. Connectors are: 16d Common Nails (o L 09 Page 1 of 1 80iSE" Double 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP floor BeamlBeam 19 BC CALCO 2.0 Design Report-US 1 span I No°cantilevers 1 0/12 slope Wednesday, June 24,2009 19:50 Build 284 File Name: BC 3394 1 Job Name: New Residencef Description: Beam 19 Address: 359 Santuit Rd. Specifier: ` City, State, Zip:Cotuit, MA. Designer. Customer: Benedetto, Robert Company: Swanson Structural, lnc.. fi. Code reports: ESR-1040 Misc: job 3394 3 W W A V V 13-08-00 BO,3-1/2" y, B113-1/2" ILL 968 Ibs .. 3 ' � 'LL 71 s DL 870 ibs DL 1,319 Ibs p " Total Horizontal Product Length=13-08-00 .; Load Summary Live _,Dead Snow Wind Roof Live Tag Description Load Type Ref: Start ,End 100%`' 90% 115%, 133% 125% Trib 1 1st floor 'Unf.Area(psf) Left 00-00-00 13-08-00 40 12 , 01-04-00 2 wall Unf. Lin. (pif) " .. Left ,00-00-0 , 13-08-00 70 n/a 3 . 2nd floor Unf.Area(psf) Left 00-00-00` 13-08-00' 40 . ' 12 01-04-00 4 Beam 14 at bearing B1 Conc.Pt. (Ibs), Left 11-06-00 11-06-00. ,1,627 635 n/a Controls Summary Value %Allowable Duration'. 'Case Span DISCIOSure Pos. Moment 7,247 ft-Ibs 34.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -3,154 Ibs 39.9% ° '1000% *1 1 -Right be verified by anyone who would rely on Total Load Defl. U668 (0.237") 35.9% 1 r 1 4 4 output as evidence of suitability for Live Load Defl. U1,180(0.134") . 30.5% ;,' 1. 1'°- particular application.Output here,based Max Defl. 0.237 23.7%' 1 1 on building code-accepted design f properties and analysis methods. Span/Depth 13.3 n/a. " ' 1 Installation of BOISE engineered wood- "' ' products must be in accordance with ` %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support.., Member' Material' building codes.To obtain Installation Guide or ask questions, lease call BO Wall/Plate 3-1/2 x 3-1/2 1,838 Ibs 35.3% 20.0% Spruce-Pine-Fir (800)232-0788 before installation. . B1 Wall/Plate 3-1/2"x 3-1/2" 3,436 Ibs 66.0% 37.4% Spruce-Pine-Fit N .BC CALCO,BC FRAMER@,AJS-, ' Notes ALLJOISTO,BC RIM BOARD-,'BCIO BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection.criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/360) Live load deflection criteria: '. PLUS@,VERSA-RIM@; Design meets arbitrary(1") Maximum load deflection criteria. ! Z. VERSA-STRAND@,VERSA-STUD@ are trademarks of.Boise Wood Products, Connection Diagram L.L.C. SWfiNSOrd t r"sa STRUCTURAL' a minimum=2" c 7-7/8"? k M ° a No,'35334 b minimum=3" d= 12" iY: Connection design assumes point load'is'top-loaded'. For.connection design of''side-loaded S/ sA point loads, please consult a technical representative or professional of Record. — u Member has no side loads. (o L $� 01 Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails , Page 1 of 1: P BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 20 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 20. . Address: 359 Santuit Rd. Specifier: City, State, Zip: Cotuit, MA Designer: Customer: Benedetto,Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 5 ' 2 3 4 0 OWN F�C,uS 5•�7t�— 14-06-00 BO 61 3-1/2" LL 2,722 Ibs LL 3,408 Ibs DL 2,041 Ibs DL 2,286 Ibs SL 1,098 Ibs - SL 1,133 Ibs Total Horizontal Product Length=14-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1 st floor Unf.Area(psf) Left 00-00-00 14-06-00 40 12 03-06-00 2 wall Unf. Lin. (plf) Left 00-00-00 14-06-00 70 n/a 3 2nd floor Unf.Area(psf) Left 00-00-00 07-00-00 40 12 05-00-00 4 2nd floor Unf.Area(psf) Left 07-00-00 14-06-00 40 12 09-00-00 5 Beam 05 at bearing BO Conc. Pt. (Ibs) Left 07-03-00 07-03-00 1,218 2,231 n/a Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 28,565 ft-Ibs 77.8% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -5,882 Ibs 43.2% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U263 (0.652") 91.3% 2 1 output as evidence of suitability for Live Load Defl. U400(0.428") 90.0% 2 1 particular application.Output here based Max Defl. 0.652" 65.2% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 14.4 n/a 1 Installation of BOISE engineered wood '+ products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 5,861 Ibs Unspecified n/a Hanger or ask questions,please call B1 Wall/Plate 3-1/7.x 5-1/4" 6,827.lbs 87.4%.`:' 49.5% Spruce-Pine-Fir (800)232-0788 before installation: BC CALCO,BC FRAMER@,AJSTM', Notes ALLJOIST@,BC RIM BOARD- BCI@, BOISE GLULAMTm,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM' Design meets Code minimum (U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria_._:' VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a 0 0 0 PAUL Py. SW NSON ,``> STRUCTURAL va a minimum=2" c=6-7/8" No• 35334 b minimum=3" `d= 12" e minimum=3" ,S/ 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 i BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100 SP Floor BeamlBeam 21 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 21 Address: 359 Santuit Rd. Specifier: City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc:' Code,reports: ESR-1040 Misc: job 3394 s , 2 5 4 3 1 v g g, r c m " t zed 'N'4.P�.�' ., 12-04-00 BO,3-1/2" 61,4-1/4" LL 2,809 Ibs LL 3,161 Ibs DL 2,846 Ibs DL 2,725 Ibs :... SL 1,401 Ibs _. SL 1,194 Ibs Total Horizontal Product Length=12-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% ,115% 133% 125% Trib. 1 1st floor Unf:Area (psf)"- Left 00-00-00 12-04-00 40 12 01-04-00 2 2 walls Unf. Lin. (plf) Left 00-00-00 12-04-00 130 n/a 3 2nd floor Unf.Area(psf) Left 00-00-00 12-04-00 40 10 01-00-00 4 add'I 1 st floor Unf.Area(psf) Left 05-00-00 12-04-00 40 12 07-00-00 5 roof Unf.Area(psf) Left 00-00-00 12-04-00 15 30 04-00-00 6 Beam 20 at bearing BO Conc. Pt. (Ibs) Left 05-00-00 05-00-00 2,766 2,074 1,115 : n/a Controls Summary Value %Allowable Duration Case Span Disclosure ` Pos. Moment 28,065 ft-Ibs 76.5% . 115% 2 1 - Internal Completeness and accuracy of input must End Shear 6,483 Ibs 47.6% 115% 2 _ 1-Left be verified by anyone who would rely on Total Load Defl. U327(0.433") 73.4% 2 1 „ - output as evidence of suitability for Live Load Defl. U530(0.267") 67.9% 2 1 particular application.Output here based. ° on building code-accepted design Max Defl. 0.433„ 43.3/0 2 1 properties and analysis methods. Span/Depth 11.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow "/°Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Beam 3-1/2"x 5-1/4" 7,056 Ibs 51.2% 51.2% Versa-Lam 1.7 ask questions,please call (8 B1 Wall/Plate 4-1/4"x 5-1/4" 7,080 Ibs 74.7% 42.3% Spruce-Pine-Fir 00)232-0788 before installation. � BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD TM' BCIO, Design meets Code minimum (U240)Total load,deflection criteria A SIMPLE FRAMING SYSTEM®,VERSBOISE GLULAM- -LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are - trademarks of Boise Wood Products, L.L.C. zC� PAUL W. r SWANSON Y,'j3 e5 STRUCTURAL u i o;'35334 a � AL t Page 1 of 2 BWSE" Quadruple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Floor. BeamlBeam 22 BC CALCO 2.0 Design Report US 2 spans"�,No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 �V fr Tv0 Job Name: New Residence File Name: BC 3394 Tv Description: Beam 22 Address: 359 Santuit Rd. Specifier: V.:L . SYw City State, Zip:Cotuit;MA Designer. Customer: Benedetto, Robert Company: Swanson Structural,Inc. Code reports: ESR-1040 Misc: job 3394 3 2 ',a-�. €v �°�` i 10-02-00 17-00-00 BO,3-1/2" B1,9-1/2" B2 7' LL 3,406 Ibs LL 22,127 Ibs LL 8,903 Ibs DL 508 Ibs n DL 13,277 Ibs DL 4,871 Ibs POGI� SL 9,838 Ibs SL 3,762 Ibs . YsS 3JLx3/LxYf 7u s.x 5 'xi 2. t-715i. " H-55 3%u3y x% Total Horizontal Product Length=27-02-00 L Load Summary Live Dead .Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% .115% 133%. 125% Trib. 1 1st floor Unf.Area (psf) Left 00-'00-00 27-02-00 40 12 "18-00-00 2 add'I 1st floor Unf.Area(psf) Left 11-00-00 27-02-00 40 12 04-06-00 3 Beam 10 at bearing B1 Conc. Pt. (Ibs) Left 10-02-00 10-02-00 7,672 8,534 9,838 n/a 4 Beam 10 at bearing B2 Conc. Pt. (Ibs) Right "00-00-00 00-00-00 2,270 2,746 3,762 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 28,379 ft-Ibs 66.7% 100% 16 2- Internal Completeness and accuracy of input must . Neg. Moment 29,678 ft-Ibs 69.7% 100% 1 2-Left be verified by anyone who would rely on End Shear -6,975 Ibs 44.2% 100% 16 2-Right output as evidence of suitability for Cont. Shear 9,986 Ibs 63.2% 100% 1 2-Left particular application.Output here based Uplift 1,406 Ibs n/a 15 1 -'Left _ on building code-accepted design properties and analysis methods. Total Load Defl. U318(0.622") 75.5% 15 2 Installation of BOISE engineered wood . Live Load Defl. U411 (0.481") 87.6% ` 15 2` products must be in accordance with Total Neg. Defl. 0.122" 24.3% 15 1 current Installation Guide and applicable Max Defl. 0.622" 62.2% 15 2 building codes.To obtain Installation Guide Span/Depth 16.7 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER®,AJS-, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCIO, BO Wall/Plate 3-1/2"x 7" 3,914 Ibs 37.6% 21.3% Spruce-Pine-Fir BOISE GLULAMTm SIMPLE FRAMING B1 Post 9-1/2"x 7" 45,242 Ibs 0.7% 90.7% Steel SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Post 7"x 7" 17,536 lbs 0.4% PLUS@,VERSA-RIM@,47.7% . Steel' VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 1,406 Ibs found at span 1 -Left: Notes 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. : 1� a ; L V c €t /�•• a •• -` � ��: SVtlAIeiSUN a, i-"� STRUCTURAL No. 35334 TIV,f '2 7x118�5� ! �9 2- S ` �jugx2� Z � 2.8 iv►� �7iz� ¢ ozc `� (, ZS a9 �2 = 57 'k 3�fk o Pagel of 2 i 80iSE" Quadruple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 23 BC CALCO 2.0 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 / VL / p . File Name:. BC 3394' L. TD Job Name: New Residence Description:'Beam 23 Address: 359 Santuit Rd. Specifier: City, State,Zip: Cotuit, MA. Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 6 5 3 home 1 14-03-08 _ 20-06-00 BO,5-1/4" B1, 11-1/2" B2,3-1/2" LL 8,993 Ibs LL 20,742 Ibs LL 4,660 Ibs DL 4,054 Ibs DL 12,332 Ibs DL 1,664 Ibs SL 2,474 Ibs SL 7,295 Ibs _ HsS 31LA 3/2_x y,. HSs 37-x3/L,4 A BN A5'A'/2- 440 c Total Horizontal Product Length=34-09-08 p Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 1st floor Unf.Area(psf) Left 00-00-00 34-09-08 40 12-' 12-06-00 2 add'I 1 st floor Unf.Area(psf) Left 00-00-00 14-03-08 40 12 05-00-00 3 Beam 21 at bearing BO Conc. Pt. (Ibs) Left 14-03-08 14-03-08 2,809 2,845 1,401 n/a 4 Beam 19 at bearing BO Conc. Pt. (Ibs) Left 21-04-00 21-04-00 968 870 n/a 5 Beam 12 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 4,355 3,009 2,474 n/a 6 Beam 12 at bearing B1 Conc. Pt. (Ibs) Left 14-03-08 14-03-08 4,417 4,289 5,894 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 28,078 ft-Ibs 48.4% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -34,014 ft-Ibs 58.6% 100% 1 1 -Right be verified by anyone who would rely on End Shear -5,336 Ibs 28.7% 100% 16 2-Right output as evidence of suitability for Cont. Shear 8,630 Ibs 46.3% 100% 1 2-Left particular application.Output here based Total Load Defl. U418 (0.582") 57.4% 15 2 on building code-accepted design 0:433" 64.1% 15 2 properties and analysis methods. Live Load Defl. U562 ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.122" 24.4% 15 1 products must be in accordance with Max Defl. 0.582" 58.2% 15 2 current Installation Guide and applicable Span/Depth 17.4 n/a 2 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJS-, BO Post 5-1/4"x 5-1/4" 15,520 Ibs 0.6% 75.1% Steel- ALLJOISTO,BC RIM BOARD-,BCI@, B1 Post 11-1/2"x 7" 40,368 Ibs 0.5% 66.9% Steel BOISE GLULAMT" SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 7" 6,324 Ibs 60.7% 34.4% Spruce-Pine-Fir SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are Cautions trademarks of Boise Wood Products, Member is not fully supported at post BO. A connector is required at this bearing. L.L.C. Notes 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. �`� \ c�r % PAUL VJ. v STRUCTURAL val o, 393 el V AL E' 1V&X35 .T JZ7 /t, 4 > //OiA4 ok 9 Page 1 of 2 i Rafter Thrust Check Input Building Width (ft.) 28 Snow Load (p.s.f.) 30 `. Dead Load (p.s.f.) 15 ti Rafter o.c. (in.) 16 Rafter Slope (in 12) 12 �G Rafter Vertical.Reaction : V= 840 lbs. ,. Rafter Horizontal Thrust T= 4201bs. Friction Coefficient 0.3 Thrust reduced by Friction r R T conn= 168 lbs. W Select connection to resist this value;': T plate= ,126 pif- check plate to deck connection 4 R Sample connectionsf f 4 count 16d x 0.131"'nails r 260 Ibs Simpson H2.5 horizontal -316 lbs. Simpson H8 horizontal' 458 lbs. Simpson LTS 12 horizontal ° .Y 575 lbs. Simpson MTS 12 horizontal 744 lbs. ' Plate to 3/4" - deck 2 rows 16 d x 0.131"at 6"o.c. 345 plf ° bead connt. adhesive ` 600 plfY V�. ,:� r SWAIIIISON 1{,STRUCTURAL c»' s o. 3533fi 4 y SI A - _ t •M1�, ,.-ice �: � O� y*_+ . I • y Joist over Garage TJ-Beam® r.6r35Serial Number. 14" TJI@ 560 @ 16" O/C User.2 6/25/2009 5:36:12 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED b 28, Product Diiigram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead' SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other ` Width Length Live/Dead/Uplift/Total y 1 Stud wall 5.50" 4.25" 560/224/0/784 A3: Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 5.50" 4.25" 560/224/0/784 A3: Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® CAUTION:Required bearing length(s)exceed the minimum shown in the iLevel®Builders guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See iLevel®Specifiers/Builder's Guide for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design. Control Result Location Shear(Ibs) 763 -758 2390 Passed(32%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 763 763 1725 Passed(44%) Bearing 2 under Floor loading Moment(Ft-Lbs) 5198 5198 11275 Passed(46%) MID Span 1 under Floor loading Live Load Defl(in) 0.524 0.681 Passed(U624) MID Span 1 under Floor loading Total Load Defl(in) 0.734 1.362 Passed(U446). MID Span 1 under Floor.loading TJPro 30 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'5"o/c unless detailed otherwise..Proper attachment and.positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:.Ceiling-5/8"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value:2.38 t PROJECT INFORMATION: OPERATOR INFORMATION: SWANSON Y, a Robert Benedetto e( STRUCTURAL . Paul Swanson 1 0, 36334 359 Santuit Road Swanson Structural,Inc. . Cotuit,MA 116 Forest Street job 3394 Franklin,MA 02038 N Phone:508-520-1333 Fax :508-520-1334 (D 1 s D paul@swansonstructural.com Copyright 82009 by iLevel®, Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevel®. - e-I Joist-,Pro' and TJ-Prol are trademarks of iLevel®. 8 2nd floor joist span 1. ,:g k r,y,.yE.i,aaus:,r 9 1/2" TJI®230 @ 16" o/c TJ-Beam 6.35 Serial Number.7005121161 User.2 6/25/2009 5:37:38 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN ' Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ` Ya b 16'ti" 1. Prodluct Diagram is Conceptual. LOADS: - . Analysis is for a Joist Member. Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100 oe duration, 12.0 Dead r SUPPORTS: y " Input Bearing Vertical Reactions(Ibs) 'v Detail ,Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 330/132/0/.462 A3:Rim Board 1 Ply 1 1/4"x 9 112"0.8E TJ-Strand Rim Board®:, 2 Stud wall 5.50" 4.25" 330/132/0/462" ''` A3:Rim Board ., 1 Ply 1 1/4"x 9 1/2"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the iLevel®Builder's guide for single family'residential applications: Limits:End " supports,3 1/2". Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners: -See iLevel®Specifier's/Builder's Guide for detail(s):A3: Rim Board DESIGN CONTROLS: a t IlAaximum Design Control Result Location Shear(Ibs) 441 -436 1330 Passed(33%) Rt.end Span 1 under Floor'loading Vertical Reaction(Ibs) 441 441 1330 Passed(33%). Bearing 2 under Floor loading Moment(Ft-Lbs) 1736 ' 1736 .3330 Passed(52%) MID Span 1 under Floor loading ' Live Load Defl(in) 0.246 0.394 Passed(U769) MID Span.1 under Floorloading Total Load Defl(in) 0.344, 0,788 Passed(U549) MID Span 1 under Floor loading TJPro 44 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). ,, h -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'1'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM . -The TJ-Pro Rating System value.provides additional floor performance information'and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls.•.Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum ,. Ceiling,Strapping-1x4 Flat. A structural analysis of.,the deck has not been performed by the program`. Comparison Value: 1.55 K: n qr' :�LIL W. - PROJECT INFORMATION: �b 30PERATOR INFORMATION: i Gyi6siV80N O MATION: ,`, STRUCTURAL Robert Benedetto y <o Paul Swanson, No.35334 359 Santuit Road ` h• �'`Swanson Structural Inc: Cotuit,MA " 116 Forest Street job 3394 ",N Franklin,MA 02038 Phone:508-520-1333 / ZS �� Fax :508-520-1334 �O paul@swansonstructural.com Copyright O 2009 by iLevel@, Federal Way, WA.. - TJI® and TJ-Beam® are registered trademarks of iLevel®. e-I Joist-,Pro" and TJ-Pro^' are trademarks of iLevel®. e ,• C:\Documents,and Settings\Paul\Desktop\Swanson Structural\3300-3399\3394 Benedetto 359 Santuit Aaod Cotuit\2nd joist l.sms - w 2nd floor joist span 2 n `Neyerhaeis r 9 1/2" TJI@ 230 @ 12" o/c " TJ-Beam®6.35 Serial Number.7005121161 User.2 6/25/20095:36:15PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED b 18'6 1 , Product Diagram is Conceptual. LOADS: Analysis is for a.Joist Member. y Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 278/111/0/389 A3:Rim Board 1 Ply 1 114"x 9 1/2"0.8E TJ-Strand Rim Board® 2 Stud wall 5.50" 4.25" 278/111/0/389 A3:Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the iLevel®Builder's guide for single family residential applications. Limits:End supports, 3 1/2". Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners.. -See iLevel®Specifier's/Builder's Guide for detail(s):A&Rim Board DESIGN CONTROLS: . e Maximum Design Control Result Location - Shear(Ibs) 373 -369 1330 Passed(28%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 373 373 1330 Passed(28%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1654 1654 3330 Passed(50%) MID Span 1 under Floor loading Live Load Defl(in) 0.300 0.444 Passed(U711) MID Span 1 under Floor loading Total Load Defl(in) 0.420 0.887 Passed(U508) MID Span 1 under Floor loading TJPro 42 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). 4 -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'1"o/c unless detailed otherwise. Proper,attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls.Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.87 X Y •�Y PAUL W. r Z r'A SWANSON ,a ' STRUCTURAL i PROJECT INFORMATION: OPERATOR INFORMATION: No. 35334. Robert Benedetto r Paul Swanson .o 359 Santuit Road 'Swanson K Structural,Inc. Cotuit,MA .. 116 Forest Street- At job 3394 Franklin,MA 02038 . Z Phone:508-520-1333 Fax :508-520-1334 paul@swansonstructural.com Copyright @ 2009 by iLevel@, Federal Way, WA. TJI® and TJ-Beam@ are registered trademarks of iLevel@. e-I Joist-,Pro- and TJ-Pro'• are trademarks of iLevel@. \ C:\Documents and Settings\paul\Desktop\Swanson Structural\3300-3399\3394 Benedetto 359 Santuit Raod Cotuit\2nd joist 2.sms 1 t 1 st floor joist ' n_:'Neye:hae ser 11 7/8" TJI®230 @ 16" O/C TJ-Beam®6.35 Serial Number.7005121161 User 2 6/25/20095:39:40PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN — Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:36'3" 51 0 3❑ b 16'6" d ,919.1 1 Product Diagram is Conceptual LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead s SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifVTotal 1 Plate on masonry wall 5.50" 4.25" 301 /95/0/396 Al Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Plate on steel beam 5.50" 5.50" 894/.357/0/1251 B1: Blocking 1 Ply 11 7/8"TJI®230 3 Plate on masonry wall 5.50" 4.25" 350/128/0/477 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Boards -CAUTION: Required bearing length(s)exceed the minimum shown in the iLevels Builders guide for single family residential applications. Limits:End supports, 3 1/2". Intermediate supports,31/2" with web stiffeners and 51/4"without web stiffeners. -See iLevels Specifier's/Builders Guide for detail(s):A3:Rim Board,B1: Blocking DESIGN CONTROLS: y . Maximum Design Control Result Location Shear(Ibs) 659 625 1821 Passed(34%) Lt.end Span 2 under Floor loading Vertical Reaction(Ibs) 1251 1251 2790 Passed(45%) Bearing 2 under Floor loading Moment(Ft-Lbs) -2261 -2261 4215 Passed(54%) Bearing 2 under Floor loading Live Load Defl(in) 0.228 0.484 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading ' Total Load Defl(in) 0.296 0.969 Passed(U786) MID Span 2 under Floor ALTERNATE span loading TJPro 42 30 Passed Span 2 -Deflection Criteria:STANDARD(LL:U480,TLU240). -Deflection analysis is based on composite action with single layer of 23132"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'11"o/c unless detailed otherwise. Proper attachment and positioning of - lateral bracing is required to achieve member stability:. -The load conditions considered in this design analysis,include alternate member pattern loading. TJ-Pro RATING SYSTEM .. -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span , Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.63 PROJECT INFORMATION: OPERATOR INFORMATION: /' L �gr� PAU l 'SWF>NSONy`_a Robert Benedetto Paul Swanson STRUCTURAL a ai 359 Santuit Road Swanson Structural,Inc. o, 55334 ' Cotuit,MA 116 Forest Street job 3394 Franklin,MA 02038 Phone:508-520-1333 Fax :508-520-1334 paul@swansonstructural.com IP Copyright b 2009 by iLevel®, Federal Way, WA. _ TJI® and TJ-Beam® are registered trademarks of iLevel®. e-I Joist",Pro" and TJ-Pro" are trademarks of iLevel®. C:\Documents and Settings\paul\Desktop\Swanson Structural\3300-3399\3394 Benedetto 359 Santuit Raod Cotuit\1st joist.sms BOISE' Double 1-3/4 x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 05A BC CALCO 2.0 Design Report-US 1 span No cantilevers j 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 05A Address: 359 Santuit Rd. Specifier: City, State,Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc: Code reports: ESR-1040 Misc: job 3394 2 WE 06-04-00 BO,3-1/2" LL 507 Ibs 61, • LL 507 07 lb Ibs DL 656 Ibs DL 656 Ibs SL 760 Ibs SL 760 Ibs Total Horizontal Product Length=06-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 attic Unf.Area(psf) Left 00-00-00 06-04-00- 20 10 08-00-00 2 roof Unf.Area(psf) Left 00-00-00 06-04-00 15 30 08-00-00 Controls Summary Value %Allowable Duration Case Span - Disclosure Pos. Moment 2,619 ft-Ibs 27.2% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1,379 Ibs 24.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U963 (0.073") 24.9% 2 1 output as evidence of suitability for . 2 1 particular application.Output here based Live Load Defl. U1,462(0.048") 24.6% Max Defl. 0.073" 7.3/0 ° 2 '1• on building code-accepted design • properties and analysis methods. Span/Depth 9.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 1,923 Ibs 36.9% 20.9% Spruce-Pine-Fir ( ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 1,923 Ibs 36.9% 20.9% Spruce-Pine-Fir 800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Notes ALLJOIST®,BC RIM BOARD TM',BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAM S SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA=RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a HAUL W. a minimum=2" c=3-1/4" SWANSON b minimum=3" d= 12': STRUCTURAL vi o, 35334 Member has no side loads. Connectors are: 16d Common Nails SSI AL Page 1 of 1 BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 06 BC CALCO 2.0 Design Report-US 1 span No cantilevers 0/12 slope Wednesday,June 24,2009 19:50 Build 284 v File Name: BC 3394 Job Name: New Residence Description: Beam 06 Address: 359 Santuit Rd. Specifier: City, State,Zip: Cotuit, MA Designer: Customer: -Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 12 3 � , 2 og Ayr voll 10-06 00 5w BO,3-1/2" A 131,3-1/2" DL 1,069 Ibs n DL 1,069 Ibs SL 1,433 Ibs SL 1,433 Ibs Total Horizontal Product Length 10-06-00 Load Summary ° Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 roof 'Unf.Area(psf) Left 00-00-00 . 10-06-00 15, 30 01-00-00 2 wall Unf. Lin. (plf) Left ° 00-00-00 10-06-00 40 n/a 3 Beam 04 at bearing'B1 Conc. Pt. (Ibs),. Y Left 05-03-00. 05-03-00 1,413 2,550 ° n/a Controls Summary value - %Allowable ' Duration Case Span p .Disclosure T ; _ Pos. Moment 11,195 ft-Ibs 46.5% 115% _ 3 1 -Internal Completeness and accuracy of input must End Shear 2,394 Ibs 22.0% .115% 3 1 -Left , be verified by anyone who would rely on Total Load Defl. U541 (0.223") 33:3% - 3 , - 1 output as evidence of suitability for Live Load Defl. U906(0:133")' 26.5% 3 „1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.223 22.3/0 3 1 properties and analysis methods. Span/Depth 12.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow'' ° t current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 2,501 lbs. 32.0% 18.2% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 5-14' 2,501 Ibs 32 0% 18.2% Spruce-Pine-Fir (800)232-0788 before installation. r BC CALCO,BC FRAMERO,AJSTM, Cautions ALLJOISTO,BC RIM BOARD- BCIO; BOISE GLULAMTM' SIMPLE FRAMING ° For roof members with slope(1/4)/12 or less final design must ensure that ponding instability,. SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@,VERSA-RIM@, For roof members with slope(1/2)/12 or less final design must account for.Rain-on-Snow VERSA-STRAND@,VERSA-STUDO are surcharge load. trademarks of Boise Wood Products, Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria: . Design meets arbitrary(1")Maximum load deflectlon'cnt6ria. .. i PAUL W., t:+ b . l SWANSON • 5 °ic,• y o-a� STRUCTURAL cn N 35334 Page 1 of 2 BOISE' Triple 1-3/4" x 7-1/4"VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 07 BC CALC®2.0.Design Report-US 1 span No cantilevers 0/12 slope Wednesday, June 24,2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 07 Address: 359 Santuit Rd. Specifier: City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: job 3394 12 1 � 0. e r "MI�' RAW, 08-06-00 BO,3-1/2" 61,3-1l2" DL 888 Ibs DL 888 Ibs SL 1,243 Ibs SL 1,243 Ibs Total Horizontal Product Length=08-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 roof Unf.Area (psf) Left 00-00-00 08-06-00 15 730 01-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 08-06-00 40 n/a 3 Beam 05 at bearing B1 Conc. Pt. (Ibs) Left 04-03-00 04-03-00 1,218 2,231 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,682 ft-Ibs 53.2% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2,046 Ibs 24.6% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. U437(0.221") 41.2% 3 1 output as evidence of suitability for Live Load Defl. L1722(0.134") 33.3% 3 1 particular application.Output here based Max Defl. 0.221" 22.1% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 13.3 n/a 1' Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 2,131 Ibs 27.3% 15.5% Spruce-Pine-Fir o estions,please call (8 00)2320)232 B1 Wall/Plate 3-1/2"x 5-1/4" 2,131 Ibs 27.3% 15.5% Spruce-Pine-Fir -0788 before installation. BC CALC®,BC FRAMER®,AJS'*', Cautions ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®;VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. - PAUL iov�vANSON, n - I ' STRUCTURAL il o. 35334• S 4NAL i Page 1 of 2 1 BOiSE" Triple 1-3/4".x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam 08 BC CALCO 2.0 Design Report-US 1 span No-cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 08 Address: 359 Santuit Rd. Specifier: City, State,Zip:Cotuit, MA Designers Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 3 4 2 i WK r, 3 ' ,�"�,F?,c,,,,,. .? i. Z� .t{,.,. � �. r, :- vi,._,cu:E u.' ,o.N���� SSs'A.��J ��vIESD 'a'-.-.. .. ,.�3..e .�'6, ..�a�✓.v µ.�r '":k6. - '.." _..w :+Ae _,° " Dnj 10-04-00 60,4-1/4" H14V5 5.57//4) 131 LL 1,913 Ibs LL 1,808 Ibs DL 1.196 Ibs DL 1,130 Ibs SL 478 Ibs SL 452 Ibs Total Horizontal Product Length=10-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 weather deck Unf.Area(psf) Left 00-00-00 10-04-00 60 20 04-00-00 2 2nd floor Unf.Area(psf) Left 00-00-00 10-04-00 40 . 12 03-00-00 3 wall Unf. Lin. (plf) Left 00-00-00 10-04-00 80 n/a 4 roof Unf.Area(pso .Left 00-00-00 10-04-00 5 30 F 03-00-00 Controls Summary Value' %Allowable Duration Case Span' Disclosure Pos. Moment 8,509 ft-Ibs 35.3% 115% 2 1 - Internal Completeness and accuracy of input must. End Shear -2,834 Ibs 26.0% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U585 (0.206") 41.0% 2 1 output as evidence of suitability for Live Load Defl. U878 (0.137") 41.0% 2 1 particular application.Output here based Max Defl. 0.206" 20.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 12.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim:(L x W) Value Support, Member.. Material building codes.To obtain Installation Guide 8 BO Wall/Plate 4-1/4"x 5-1/4" 3,586 Ibs ' 37.8% 21..4% Spruce-Pine-Fir ( ask questions,please call B1 Hanger Load n/a 3,389 Ibs Unspecified n/a' Hanger 00)232-0788 before installation. BC CALCO,BC FRAMERO,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAM'"',SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360) Live load deflection.criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUDO are r trademarks of Boise Wood Products, Connection Diagram L.L.c. b d a • • • ti r e 0 0 0 / MAUL X. << 1t SWANuON . ? STRUCTURAL a minimum=2" c=4-1/2" o, 35334 b minimum=3" d= 12" e minimum=3" S!, ' Member has no side loads. yp Connectors are: 16d Common Nails Page 1 of 1 I ' BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 09 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 09 Address: 359 Santuit Rd. Specifier: City, State, Zip: Cotuit, MA. Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc.. " Code reports: ESR-1040 Misc: job 3394 4 , 2 3 I 1 13-04-00 BO,1-3/4" B1,3-1/2" LL 1,513 Ibs LL 1,360 Ibs DL 1,653 Ibs DL 1,300 Ibs SL 1,104 Ibs A 1,082 Ibs Total Horizontal Product Length=13-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End .100% 90%. 115% 133% 125% Trib. 1 2nd floor Unf.Area(psf) Left 00-00-00 13-04-00 40 12 02-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 06-00-00 80 n/a 3 roof Unf.Area(psf) Left 00-00-00 13-04-00 15 30 04-04-00 4 Beam 08 at bearing B1 Conc. Pt. (Ibs) Left 06-00-00 06-00-00 1,807 1,130 452 n/a Controls Summary Value %Allowable Duration _Case Span Disclosure Pos.Moment 18,213 ft-Ibs 74.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 3,827 Ibs 42.1% 115% 2 1 -Left be verified by anyone-who would rely on Total Load Defl. U312(0.501") 77.0% 13 1 output as evidence of suitability for Live Load Defl. U487(0.321") 73.9% 13 1 particular application.Output here based Max Defl. 0.501" 50.1% 13 1 on building code-accepted design properties and analysis methods. Span/Depth 13.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 1-3/4"x 3-1/2" 41270 Ibs 23.2% 93.0% Versa-Lam 1.7 (8 ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2 3,742 Ibs 11.9% 40.7% Spruce-Pine-Fir. (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJS-, Notes ALLJOISTO,BC RIM BOARD T"',BCI®, Design meets Code minimum (U240)Total load deflection criteria. A SIMPLE FRAMING SYSTEM®,VERSBOISE GLULAM- -LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum.load deflection criteria: w VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. L�b d Sv NsoN ' cs STRUCTUpAi , a minimum=2" c=7-7/8_" o. 35334 b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' S6 point loads, please consult a technical representative or professional of Record. ` AL Member has no side loads. v 1 Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 BOISE' Triple 1-3/4" x 14" VERSA-LAM® 2:0 3100 SP Floor Beam\Beam 10 BC CALC®2.0 Design Report- US 2 spans No cantilevers 1 0/12 slope Wednesday,June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 10 Address: 359 Santuit Rd. Specifier: City,State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural; Inc Code reports: ESR-1040 Misc: job 3394 5 3 �4 2 tl 1 3U. > 10-00-00 16-06-00 BO,3-1/2" B1,T' B2,3-1/2" LL 2,049 Ibs LL 7,672 Ibs LL 2,270 Ibs DL 715 Ibs DL 8,534 Ibs ' DL 2,747 Ibs SL 1,321 Ibs SL 9,838 Ibs SL 3,762 Ibs Total Horizontal Product Length=26-06-00 Load Summary Live Dead Snow Wind Roof Live 'Tag Description Load Type Ref. Start' - End - 100% 90% 115% 133% 125% Trib. 1 2nd floor Unf.Area (psf) Left 00-00-00 26-06-00 40 12 08-00-00 2 add'I 2nd floor Unf.Area (psf) Left 00-00-00 10-00-00 40 12 03-00-00 3 Beam 09 at bearing BO Conc. Pt. (Ibs) Left 10-00-00 10-00-00 1,513 1,653 1,104 n/a 4 Beam 04 at bearing BO Conc. Pt. (Ibs) Left 18-03-00 18-03-00 1,413 2,550 n/a 5 Beam 02 at bearing BO Conc. Pt. (Ibs) Left 00-00-00 00-00-00 525 1,816 n/a 6 Beam 02 at bearing B1 Conc. Pt. (Ibs) Left 10-00-00 10-00-00 3,543 6,685 n/a 7 Beam 02 at bearing B2 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 1,409 2,766 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 22,054 ft-Ibs 44.0% 115% 15 2- Internal Completeness and accuracy of input must Neg. Moment -19,200 ft-Ibs 38.3% 115% 2 1 -Right be verified by anyone who would rely on End Shear -3,966 Ibs 24.7% 115% 15 2-Right output as evidence of suitability for Cont. Shear 6,049 Ibs 37.7% 115% 2 2-Left " particular application.Output here based Total Load Defl. U574(0.34") 41.8% 15 2 on building code-accepted design properties and analysis methods. Live Load Defl. U814(0.24") 44.2% 15 2 Installation of BOISE engineered wood Total Neg. Defl. -0.063" 12.7% 15 1 products must be in accordance with Max Defl. 0.34" 34.0% 15 2 current Installation Guide and applicable Span/Depth 13.9 n/a 2 building codes.To obtain Installation Guide. or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BCFRAMERS,AJS-,: BO Wall/Plate 3-1/2"x 5-1/4" 4,085 Ibs 52.3% 29.6% Spruce-Pine-Fir- ALLJOISTO,BC RIM BOARDTm,BCI®, B1 Post 7"x 5-1/4" 26,045 Ibs. 0.7%' 94.5% Steel BOISE GLULAMTm SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 5-1/4" 8,778-lbs 112.4% 63.7% Spruce-Pine-FirSYSTEM®,VERSA-LAM®,VERSA-RIM' PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Cautions ' trademarks of Boise Wood Products, Bearing length at bearing B2 should be at least 3-15/16". L.L.C. Bearing B2 cannot support a load of 8,778 lbs. Notes Design meets Code minimum (U240)Total load deflection criteria. ": Design meets Code minimum U360 Live load deflection criteria. PAUL W. r g ( ) r SWANSON Design meets arbitrary(1") Maximum load deflection criteria. _. .-r. a STRUCTURAL v ,' No. 35334 sNAL Page 1 of 2 i BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 05 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 05 Address: 359 Santuit Rd. Specifier. City, State, Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 12 w s v w � . s.1 • w � A a i, � w eva a v �Er' E �. '� t .'��£j x3" , `,�, �' '", 17-06-00 BO,3-1/2" B1,3-1/2" DL 1,218 Ibs DL 1,218 Ibs SL 2,231 Ibs SL 2,231 Ibs * Total Horizontal Product Length=17-06-00 Load Summary Live. Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100%, 90% 115% 133% 125% Trib. 1 roof Unf.Area(psf) Left 00-00-00 17-06-00 15 30 08-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 14,310 ft-Ibs 58.5% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2,944 Ibs 32.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U267(0.766") 67.4% 3 1 output as evidence of suitability for Live Load Defl. U413 (0.495,�) 5E.1 /0 3 1 o articular application.Output here based „ o on building code-accepted design Max Defl. 0.766 76.6/0 3 1 properties and analysis methods. Span/Depth 17.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow, %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support. Member Material building codes.To obtain Installation Guide BO Wall/Plate8Plate 3-1/2"x 3-1/2" 3,449 Ibs 66.3% 37.5% Spruce-Pine-Fir ( ask questions,please call 61 Wall/Plate 3-1/2"x 3-1/2" 3,449 Ibs 66.3% 37.5% Spruce-Pine-Fir . 00)232-0788 before installation. BC CALCO,BC FRAMERO,AJS-, ALLJOISTO,BC RIM BOARD- BCIO, Cautions BOISE GLULAM- SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@ VERSA-RIM@, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow, VERSA-STRAND@,VERSA-STUD@ are surcharge load. , trademarks of Boise Wood Products, L.L.C. , Notes . Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram M �b d ar a ''AU L W. t = SWANSON 'tm c. S 5 STRUCTURAL cs r No. 35334 a minimum=2" c=7-7/8" b minimum=3" d= 12" (O Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE, Double 1-3/4" x 11-7/8 VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 03 BC CALCO 2.0 Design Report-US 3 spans No cantilevers 1 0/12 slope Wednesday,June 24,2009 19:50 Build 284 File Name, BC 3394 Job Name: New Residence Description: Beam 03 Address: 359 Santuit Rd. Specifier: _ City, State, Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 'Misc: job 3394 �° 12 1 , 054 at ,, .,..° i ,, .,'�.�E,,e�,"# .��', ,ts °`� � ,�.i".�:�'..� ',,. 5 d, �.,.F�. .:�, ?�,• "t.�, e�. �'�' 14-08-00 06-08-00 13-06-00 BO,3-1/2" 131,5-1/4" B2,5-1/4 B3,3-1/2" DL 1,290 lbs DL 2,550 lbs DL 2,153 lbs DL 1207, lbs SL 2,474 lbs . SL 5,894 lbs SL 5,403 lbs ` SL 2,325 lbs Total Horizontal Product Length=34-10-00 Load Summary Live . Dead Snow Wind Roof Live ' Tag Description Load Type Ref. Start End 100% 90%, 115%, 133%, 125%, Trib 1 roof Unf.Area (psf) Left 00-00-00 34-10-00 15 30 13-00-00 Controls Summary Value %,Allowable Duration Case Span Disclosure Pos. Moment 11,026 ft-lbs 45.1% 115% 193 1 - Internal Completeness and accuracy of input must Neg. Moment -11,329 ft-lbs 46.3% 115% 195 1 -Right be verified by anyone who would rely on End Shear. 3,000 lbs 33.0% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 4,371 lbs 48.1% 115% 195 1 -Right particular application.Output here based Total Load Defl. U463 (0.374") 38.8% 193 1 on building code-accepted design Live Load Defl. U696 0.249" 19 properties and analysis methods. ( ) 34.5% 3 1 Installation of BOISE engineered wood Total Neg. Defl. 0.076" 10.1% 193 2 products must be in accordance with Max Defl. 0.374" 37.4% 193 1 current Installation Guide and applicable Span/Depth 14.6 n/a 1 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMERS,AJS- BO Wall/Plate 3-1/2"x 3-1/2" 3,764 lbs 72.3% 41.0% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARDTm,BCIE, B1 Post 5-1/4"x 3-1/2" 8,444 lbs 0.5% 61.3% Steel BOISE GLULAMTm,SIMPLE FRAMING B2 Post 5-1/4"x 3-1/2" 7,556 lbs, 0.4% . 54.8% Steel SYSTEMS,VERSA-LAM@,VERSA-RIM B3 Wall/Plate 3-1/2"x 3-1/2" 3,532 lbs 67.8% 38.4% Spruce-Pine-Fir PLUSES VERSA-RIME, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Cautions L.L.C. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability :. will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection critera. A Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �!�` PAUL YJ. ;�• .' swNWON , b d c` STRUCTURAL es" a 7, 1 No: 35334:' a a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Pageelctorg are: 16d Common Nails ` BOISE". Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 03A BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24,2009 19:50 Build 284 File Name: BC 3394 - Z x o K Job Name: New Residence Description: Beam 03A Address: 359 Santuit Rd. Specifier: City State,Zip: Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 12 2 n c 03-06-00 BO,3-1/2" 61,3-1/2" DL 719 Ibs - DL 719 Ibs SL 1,215 Ibs SL 1,215 Ibs Total Horizontal Product Length=03-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 roof Unf.Area(psf) Left 00-00-00 03-06-00 15 30 01-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 03-06-00 40 - n/a 3 Beam 03 at bearing B3 Conc. Pt. (Ibs) Left - 01-09-00 01-09-00 1,207 2,325 n/a Controls Summary Value %Allowable . Duration Case Span Disclosure Pos. Moment 2,776 ft-Ibs 19.2% 115% ` . 3 1 Internal Completeness and accuracy of input must End Shear 1,848 Ibs 22.2% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U3,235(0.011") 5.6% 3 1 output as evidence of suitability for Live Load Defl. U5,044(0.007") 4.8% 3 1 particular application.Output here based Max Defl. 0.011" 1.1% g 3 1 on building code-accepted design properties and analysis methods. Span/Depth 5.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with 1/6 Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 1,934 Ibs 24.8% 14:0% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 1,934 Ibs 24.8% 14.0%. Spruce-Pine-Fir BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCIO, For roof members with slope(1/4)/12 or less final design must ensure that pon din g in BOISE GLULAM- SIMPLE FRAMING Stablllty SYSTEM@,VERSA-LAM@,VERSA-RIM will not occur. PLUS@,VERSA-RIM@, For roof members with slope(1/2)/12 or less final design'must account for Rain-on-Snow VERSA-STRAND@,VERSA-STUD@ are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. . Design meets Code minimum (U240) Live load deflection criteria. . Design meets arbitrary(1") Maximum load deflection criteria. , 0, PAUL W SVIJAN j STRUCl UP AL 1 35334 s V/ Page I of 2 BOiSE" Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 04 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name:,BC 3394 Descri t Beam 04 ion: Job.Name. New Residence P Address: 359 Santuit Rd. Specifier: City State, Zip:Cotuit; MA Designer: Customer: Benedetto, Robert Company: ' Swanson Structural, Inc. Code reports: ESR-1040 Misc:,- job 3394 12 pF B1,3-1/2" DL 1,4131bs .° ,1n DL 1,413 Ibs SL 2,550 Ibs 'SL 2,550 Ibs Total Horizontal Product Length=20-00 00 Load Summary Live Dead Snowl Wind Roof Live- TagDescription load Type Ref. Start End 100% 90% 115% 133%. 125°/, Trib. 1 roof ,Unf.Area(psf) Left ;00-00-00 .20-00-00 15 30 08-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 18,917 ft-Ibs 56.7% 115% 3 1 -Internal, Completeness and accuracy of,input must End Shear 3,385 Ibs 31.6% : :.. 115% 3 1 -Left be verified by anyone who would rely on ` Total Load Defl. U289(0.812") 62.4% .{ 3 1-„ x output as evidence of suitability for particular application.Output here based;. Live Load Defl. _ U449 (0.523") 53.5% g. 3 1 on building code-accepted design ,. Max Defl. 0.812" 81.2%" 3 1 properties and analysis methods. Span/Depth 16.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow a%Allow current Installation Guideand applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call . BO Wall/Plate 3-1/2"x 3-1/2" 3,963 Ibs 76.1% 43.1% . Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3,963lbs 76.1%.`' 43.1%. Spruce-Pine-Fir BC CALC®,BC FRAMER®',AJSTM'. ALLJOISTO BC RIM BOARD TM',BCI® Cautions v BOISE GLULAMI SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain=on-Snow VERSA-STRAND®,VERSA-STUD®are' , r Lad6marks of Boise Wood Products, surcharge load. r Notes Design meets Code minimum(U180)Total load deflection criteria: Design meets Code minimum(U240)Live load deflection criteria. ° Design meets arbitrary(1") Maximum load deflection criteria = Y Connection Diagram f - b d r.. J •1 • `: .fig f r STRUiCI, i�'� 9 '[ a minimum=2" c= 10" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BASE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam 01 BC CALCO 2.0 Design Report-US 1 span No cantilevers 8.5/12 slope Wednesday,June 24, 2009 19:56 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 01 Address: 359 Santuit Rd. Specifier: City State,Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 �8.5 12 v v v v v a v v v r .'' y �.�. ��Sv'✓ k 4.uK �$ �` .3f,.�.Y,.z4d4' '�E.� i�„K*� ,'"x`+,1 N B0,5-1/2" B1 DL 1,250-1/2 Ibs 5 - S I)5 �/Q'K�' DL 634 Ibs SL 859 Ibs SL 1,854lbs sLnC wS Total Horizontal Product Length=15-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Valley Trapezoidal(plf) Left 00-00-00 214 350 n/a 15-06-00 0 0 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,449 ft-Ibs 34.5% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2,304 Ibs 25.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U426 (0.522") 42.2% 3` 1 output as evidence of suitability for 1, particular application.Output here based 8" 33.2% 3 design Live Load Defl. U723 (0.30 ) on building code-acceptedg 0 Max Defl. 0.522 52.2/0 3 1 properties and analysis methods. Span/Depth 15.3 n/a 9 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 5-1/2"x 3-1/2" 3,104 lbs 37.9% 21.5% Spruce-Pine-Fir (800)232-0788 before installation. B1 Hanger Load n/a 1,493 Ibs Unspecified n/a Hanger BC CALC®,BC FRAMER®,AJSTM', Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING Plumb Cut with Hanger to dbl. top plate 8.5/12 17-1/8" 15-06-00 19-08-06 SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are . Design meets Code minimum (U180)Total load deflection criteria. trademarks C of.Boise wood Products, Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria Connection Diagram - Ll b d l a r PA SWANSON fi 1 STRUCTURAL : v� a minimum=2" c=7-7/8 No.'35334 b minimum=3" d= 12'` r C Member has no side loads. Iy Connectors are: 16d Common Nails Page 1 of 1 ' <, BOISE" Double 1-3/4" x 11-7/8 VERSA-LAMO.2.0 3100 SP Roof Beam\Beam 02 BC CALC®2.0 Design Report-US 2 spans No cantilevers 1 0/12 slope Wednesday,June 24, 2009 19:50 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 02 Address: 359 Santuit Rd. Specifier: City, State,Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inc.. .. Code reports: ESR-1040 Misc: job 3394 12 RN OMAR Y v. 10-00-00 16-06 00 61,5-1/4" B2,3-1/2" BO,3-1/2" DL 1,409 Ibs DL 525 Ibs DL 3,543 Ibs SL 1,816 Ibs ,SL 6,685 Ibs SL 2,767 Ibs Total Horizontal Product Length=26-06-00 Live Dead Snow Wind Roof Live Load Summary Su Load Type Ref. Start End 100% 90% 115% 133%. 125%, Trib. Tag 1 roof Unf.Area(psf) Left 00-00-00 26-06-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 13,672 ft-Ibs 55.9% 115% 194 2-Internal Completeness and accuracy of input must Neg. Moment 15,009 ft-Ibs 61.3% 115% 3 1 -Right be verified by anyone who would rely on End Shear -3,412 Ibs 37.6% 115% 194 2-Right output as evidence of suitability for particular application.Output here based Cont. Shear 5,056 Ibs 55.7% 115% 3 2-Left on building code-accepted design Uplift 300 Ibs n/a 194 1 -Left properties and analysis methods. Total Load Defl. U336(0.58") 53.5% 194 2 Installation of BOISE engineered wood Live Load Defl. U493(0.396") 48.7% 194 2 products must be in accordance with Total Neg. Defl. -0.102" 13.6% 194 1 current Installation Guide and applicable Max Defl. 0.58" 58.0% 194 2 building codes.To obtain Installation Guide 2 or ask questions,please call . Span/Depth 16.4 Na (800)232-0788.before installation. %Allow %Allow BC CALCO,BC FRAMER@,AJS- Bearing Supports Dim (L x W) Value Support Member Material ALLJOISTO,BC RIM BOARDT"' BCIO, BO Wall/Plate 3-1/2"z 3-1/2" 2,341 Ibs 45. /° 25.5% Spruce-Pine-Fir BOISE GLULAMT'" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM B1 Post 5-1/4"x 3-1/2" 10,228 Ibs 0.6% 74.2% Steel PLUS@,VERSA-RIM@, B2 Wall/Plate 3-1/2"x 3-1/2" 4,176 Ibs 80.2% 45.5% Spruce-Pine-Fir VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Cautions Uplift.of 300 Ibs found at span 1 -Left. a For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less.final design must account for Rain-on-Snow_° surcharge load. Notes— Design meets Code minimum(U180)Total load deflection criteria. �, 1, �{ OrP Design meets Code minimum(U240) Live load deflection criteria. '-Design meets arbitrary(1") Maximum load deflection criteria. 41 t PAUL W. SWANSON $.n1== STRUCTURAL << No, 35334. O At Page 1 of 2 BOISE" Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02A BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, June 24, 2009 19:50 Build 284 File Name: BC 3394 6 k Job Name: New Residence Description: Beam 02A Address: 359 Santuit Rd. Specifier: City State,Zip: Cotuit, MA Designer. Customer: Benedetto, Robert Company: Swanson Structural, Inc.: Code reports: ESR-1040 Misc: job 3394 12 - _ 3 2 FH V 4 v V v V V I V V V Y V r "au :�y �� xVRIAPRNT !"sS��' €..'° A u t '� q " ails ." 1 b k m 3 r t ,. 171111 IN 04-06-00 BO,3-1/2" 61,3-1/2 DL 313 Ibs DL 508 Ibs SL 639 Ibs SL 1,312 Ibs Total Horizontal Product Length=04-06-00 Load.Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 roof Unf.Area (pso Left 00-00-00 04-06-00 15 30 01-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 04-06-00 40 n/a ' 3 Beam 02 at bearing BO Conc. Pt. (Ibs) Left 03-00-00 03-00-00 525 1,816 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,198 ft-Ibs 15.2% 115% 3 1 -internal Completeness and accuracy of input must End Shear -1,735 ibs 20.9% 115% 3 1--Right be verified by anyone who would rely on Total Load Defl. U3,124(0.016") 5.8% 3 1 ' output as evidence of"suitability for Live Load Defl. U4,310(0.011") 5.6% 3 1 • particular application.Output here based Max Defl. 0.016 1.6/0 3 1 0 on building code-accepted design . , properties and analysis methods. Span/Depth 6.7 n/a - 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 951 lbs 12.2% 6.9% Spruce-Pine-Fir (8 ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 1,820 Ibs 23.3% 13.2% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING For roof members with slope(1/4)/12 or less final design must ensure that ponding instability SYSTEMO,VERSA-LAM@,VERSA-RIM will not occur. _ PLUSO,VERSA-RIM@, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow.: VERSA-STRAND@,VERSA-STUD@are surcharge load. _ trademarks of Boise Wood.Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria: Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria / R, a .. ' $UVANSON T a � � STRUCTURAL v� €� N , 35334. m v Page 1 of 2 i t THE rp w� Town of Barnstable BARNSTABLE -- Regulatory Services { 9 MASS. $ -+• 1639• �0 Building Division prFO MPS A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location:�Z5!� S#IU F-a(T 1�-b Permit Number a 0 y C 30 77 Owner A C--AE�hE-,ro Builder -1; o One notice to remain on job site, one notice on file in Building Department. The following items need`,correcting: pU� S0 L G G T rC '�/L/iV G 9J LV [� 14 AIt, 6 *2S5 U&M /'U C V6,4J 7- b nw- f,t.J r ro K(T'c C 's GL ! mac- 7a po fi,r4-7 �s- S /iv J��e � F r t Please call: 508-862- &forge;-inspection. /W Inspected by /4l Date ) / 0 Insulation Certificate Number and Street City County Subdivision Lot Number Permit Number Description of Installation ROOF Product �( � Lot Number Thickness (inches) Thermal Resistance (R-Value) ?t � .C L� CEILING Product Lot Number. Thickness (inches) Thermal Resistance (R-Value) Loose Fill Type Brand Name Contractor's minimum installed wight/ft2 lb Minimum thickness inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value) EXTERIOR WAt,,�. Product / OAa�g ` mil Lot Number Thickness (inches) Thermal Resistance (R-Value) 2-!q RAISED FLOOR Product Lot Number Thickness (inches) Thermal Resistance (R-Value) SLAB FLOOR Product' Lot Number Thickness (inches) Thermal Resistance(R-Value) Width (inches) n FOUNDATION WALL Product 113N1,013Q. ' 1�1015 Lot Number Thickness (inches) :z_ Thermal Resistance (R-Value) C loPSF-h OVLL Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with-the current Building Energy Efficiency Standards. General Contractor(Builder) License Number Signature and Title Date " a f��e ;��y r Sub-Contractor(Insula:=:::�z License Num7-ez Zgiv ® A ®s5 1.2o/O Signature and Title Date � 6��{IFIED pEgLQ.R is a BioBased®Insulation Certified Dealer B/OBAHEO Revised August 2008 gyp} /NSULA T/ON R,�_ A�BEC FOAM 10130 i r� January 21, 2010 TOWN OF BARNISTABLE 50 Robert McKechnie Building Inspector Town Office Building - -- 200 Main Street 3g' � Hyannis, MA 02601 Subject: Permit #SE3-4203 Dormer change on garage Dear Robert, Please find enclosed three copies (1-original) of a revision change I made to the garage dormer. I changed one side to a 3/4 dormer and had the change designed and stamped by my structural engineer. I didn't want you showing up for an inspection and finding the change without having documentation. Please call or email me if you would like additional clarification or information. Thank you. Very truly yours, Robert Benedetto 359 Santuit Road P.O. Box 480 Cotuit, MA 02635 .Phone: 949-413-0799 Email: Robert.benedetto@cox.net z J. Inson Structural, Inc. Paul W.Swanson,F.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 TOWN 01-P RNST'ABLE Paul(WwansonStructural com _ t( {I { r Div A' l _ 1 l� f12.SA 1 ` -LoriJ. I P147I-:C ro >v.O, t �rvD TOIRAFTMA' 7W. t � f r Y i I ! s f , ._J..._.__ i �- ! f s ! ° _ J\ i i x3 57i2R1°P/46f = - I f'� GYP C!El(llat� i E { f i kri-,��� ,v..I y ,;q�f �---•-""BQF/T; _ _ 4 Rio. i r Job Name �IL4/e�lt�G 25/0/� �pD� D ��.. Job Number 39 Location 359 SAwrVI r D. conUlT, /VW Sheet l of 2 Client &CAIr 0 gno ay P14VJ Date � p 1 - �= nson Structural. Inc. Paul W.Swanson,P.E. 9 1' Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 P q ►7{T o"y p"^ �/ Paula)SwansonStructuraL com !}f fir fA,\I,ti/TA?ji L'« A0 ii it �( , � Xl,p { i ! ,N ?� ' . ..pas.ae-aca.!�-is-•-� ! ---i� � I t � i 4 [ i ! ! I t p ( i 1 x S ! 5 t�i', -P P;1�•tii i j ,' � -#~ '- .. .t 3{T6� � ��a E , Pu41>;5 sN� Sn.o TO1RA<✓1 i t F ' t 6 _i.. , \t l - f t i . Y i I /r� 13 ` 6 `, , ._ r � Ysc...� .._/___ ! I t I t \ E,\ - r ,�Fp tip ti• 1 ; ; i-��0� -lllkl tsL--viP �/V1Z� e�aGM�---S�__I ti .-- "`— -.—•�-�- '-�---l+r 1 i i f I ___ .• 1 ���/� .7 --�1" f ` ! ,✓, rM1z I5i Vd! � -sr ,A�e � i C Sr } 10,1 z i ! , n�,,. E Job Name Mll��a 2.�V1 S/0/4 I�OD� 0 C� Job Number Location 152 SAVEVI r ' k O. GOPi/1� MA Sheet l of 2 Client P 06 iSCNr-O ETro By �Gl/�. Date - gar , October 11, 2009 TOWN OF B .RN�TA LE Robert.McKechnie � .V OCT 14 PH 1: 24 Building Inspector Town Office Building f 200 Main Street -MVI IO Hyannis, MA 02601 Subject: Permit#SE3-4203 \ Project Barn Foundation Dear Robert, This is a revision to my 10-6-09 letter concerning the barn foundation and first floor deck framing. Upon further research, I plan on using pre-cast concrete flooring for the first floor deck. This will be lieu of the LVL flooring I submitted with my 10-6-09 letter. Please disregard my previous submittal. I will put together a revised drawing and technical structural literature supporting this revision for your review. Thank you. Very truly yours, Robert Benedetto 359 Santuit Road P.O. Box 480 Cotuit, MA 02635 Phone: 949-413-0799 Email: Robert.benedetto@cox.net i October 6, 2009 TO U OF ARNSTABLE 1m9 OCT -9 AM 8- 16 Robert McKechnie Building Inspector Town Office Building DIVISION 200 Main Street Hyannis, MA 02601 Subject: Permit#SE3-4203 Project Barn Foundation Dear Robert, Due to the topography that I ended up with for the detached barn, it made a lot more sense both aesthetically and financially, to put in a full foundation. To accomplish this change I had my structural engineer design a new floor system to accommodate the full foundation. Please note that there are no other changes to the barn structure (which is currently permitted). I have enclosed one original and three copies of these changes for your review and files. Please call or email me if you would like additional information or clarification. Very truly yours, 4 Robert Benedetto 359 Santuit Road Cotuit, MA 02635 Phone: 949-413-0799 Email: Robert.benedettogcox.net' Enclosure I Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul SwansonStructural.com J~ _•__i.._,_,. .._. L..—. _—_% _ _� 1 ._-4—!___...1_._.._.}._ I _';x. ._ ..., I = t ! I I t —•� , I III ev _._ _...._.�... ;._....I ._,_._. 1!�_� .�U-,l��..I ,�0'l I _,��1�/'�.4 Q. I T �./���'� I _ �G,yya•.J_z t_....d. ._ _ �__.. ' ... i t jjE _.._�_. I.... 11 _.__ ------- ..... ...._ ._..... I { �' I a I I d i -------------- � f_ I I._ t I I _..._.___ ......._f S 9 t i 1 I t I 1 ! I I I I 1 . .._ ...___i_....._._.r.—. ....�. —. — I i i s I r i I k I I ..t_..... _ .... .; L. ....-. ... Job Name t Job Number Location - `b reaf j a Sheet _ of Client �, By Date :� t15 ;sipj 0 j1q,41 Swanson Structural" Inc. Paul W. Swanson,P.E. 116 Forest Street Franklin,MA 02038 508-520-1333 July 31,2009 Robert Benedetto 359 Santuit Road Cotuit, MA 02635 Subject: Town of Falmouth Plan Review Clarifications and Amplifications, New Free Standing Garage: 396 Santuit Road, Cotuit,MA (My job 3396) Dear Bob, Below is my response to Robert McKechnie's question: 1. LVL garage door header specifications? Copy of original calculations attached. If you have any questions,please feel free to-contact me. Sincerely, -"tip r rr STFlt,CfUA�L Paul W. Swanson,P.E. `' �, 3533a JJ Swanson Structural,Inc. l r AL I BOISE" Triple 1-3/4" x 14" VERSA-LAW 2.0 3100 SP Floor BeamlBeam 04 BC CALC®2.0 Design Report-US 1 span I No cantilevers j 0/12 slope Friday,June 26,2009.14:20 Build 284 File Name: BC Job Name: New Free Standing Garage Description: Beam 04 Address: 359 Santuit Rd. Specifier: City State,Zip:Cotuit, MA Designer: Customer: . Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3396 n CN F IX MA fin. BO,3-1/2" B1,3-1/2" LL 3,960 Ibs LL 3,960 Ibs DL 2,101 Ibs DL 2,101 Ibs RLL 1,485 Ibs RLL 1,485 Ibs Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf.Area(psf) Left 00-00-00 16-06-00 40 12 12-00-00 2 roof Unf.Area(psf) Left 00-00-00 16-06-00 15 30 06-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 23,633 ft-Ibs 54.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4,990 Ibs 35.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U339(0.568") 70.8% 4 1 output as evidence of suitability for Live Load Defl. U470(0.41") 76.6% 4 1 particular application.Output here based Max Defl. 0.568" 56.8% 4 1 on building code-accepted design Span/Depth 0.56 8%n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 7,546 Ibs 96.6% 54.8% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 7,546 Ibs 96.6% 54.8% Spruce-Pine-Fir BC CALC®,BC FRAMERO,AJS- Notes ALLJOIST®,BC RIM BOARD-,BCIO, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS@,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a • �-• • o I o c e o 0 o STRUCVURAL "•�a a minimum=2" c=9" p 35334 { b minimum=3" d= 12" e minimum=3" Member has no side loads. %0 AL *�� Connectors are: 16d Common Nails 3 J Page 1 of 1 BOISE" Triple 1-3/4" x 9-.1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 05 BC CALCB 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Friday,June 26,2009 14:20 Build 284 File Name: BC Job Name: New Free Standing Garage Description: Beam 05 Address: 359 Santuit Rd. Specifier: City, State, Zip:Cotuit, MA Designer: Customer: Benedetto, Robert Company: Swanson Structural, Inca Code reports: ESR-1040 Misc: job 3396 2 � I er. ",e.F�, _ "�� s.�.= _ �`.. ..zir r��, ,G�' �• �t_.. '-, � R � is Laos-oo BO,3-1/2" LL 2,520 Ibs 6 LL 2,520 lbs DL 1,302 Ibs DL 1,30202 Ibs RILL 945 Ibs RLL 945 Ibs Total Horizontal Product Length=10-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf.Area(psf) Left 00-00-00 10-06-00 40 12 12700-00 2 roof Unf.Area(psf) Left 00-00-00 10-06-00 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,177 ft-Ibs 43.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3,034 Ibs 32.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U435(0.277") 55.2% 4 1 output as evidence of suitability for Live Load Defl. U599(0.201") 60.1% 4 1 particular application.Output here based Max Defl. 0.277" 27.7% 4 1 on building code-accepted design Span/Depth 12.7 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 4,767 Ibs 61.0% 34.6% Spruce-Pine-Fir or ask questions,please call (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 4,767 Ibs 61.0% 34.6% Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS- Notes ALLJOIST®,BC RIM BOARD-,SCIO, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSASTUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a y 1 Nf FAUL W. � SWANSON v Ott STRUCTURAL i;3'1 No.353,U a minimum=2" c=4-1/2" A f b minimum=3" d=12" S 0 k! e minimum=3" / Member has no side loads. Connectors are: 16d Common Nails 3 �9 Page 1 of 1 Swanson Structural, Inc. Paul W. Swanson,P.E. 116 Forest Street Franklin,MA 02038 508-520-1333 July 31,2009 Robert Benedetto 359 Santuit Road " Cotuit,MA 02635 Subject: Town of Falmouth Plan Review Clarifications and Amplifications New Single Family Dwelling: 396 Santuit Road,Cotuit,MA (My job 3394) Dear Bob, Below are my responses to Robert McKechnie's questions: 1. LVL over garage door is 32'-8"on calculation,38'-0"on plan? I did not include the man door span in the original calculation. Revised calculation attached. 2. Garage front walls don't meet shear wall spec. I resisted the calculated shear forces elsewhere but I added the APA Narrow Wall Bracing method for added stress. 3. Foundation bolt specification Use 5/8"diameter bolts 4'-0"on center with 3x3 plate washers and a minimum of 2 bolts per wall segment. 4. Screen porch uplift hardware Use Simpson ABUpost base and Simpson CS 16 straps x3'-0"two each corner. If you have any questions,please feel free to contact me. Sincerely, Nd,y A P ll ,51 STRUO Urw`'L s Paul W. Swanson,P.E. '' i No. 34K9sa a. Swanson Structural,Inc. -7 0 9 BOISE' Triple 1-314" x 11-718" VERSA-LAM®2.0 3100 SP Floor BeamlBeam 17 BC CALC®2.0 Design Report-US 5 spans Left cantilever j 0/12 slope Friday,July 31,2009 08:49 Build 284 File Name: BC 3394 Job Name: New Residence Description: Beam 17 Address: 359 Santuit Rd. Specifier: City State,Zip:Cotuit, MA Designer: Customer., Benedetto, Robert Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 3394 z , 1 g7 �y,F:3,.��� =1011100_ ����� 0 I ao400 LIMU 05-04-00 B1,5-1/2" B2,9-1/4" B3,9-1/4" B4,9-1/4" B5,5-1/2" LL 3,860 Ibs LL 6,660 Ibs LL 6,472 Ibs LL 5,411 Ibs LL 1,712 Ibs DL 2,558 Ibs DL 4,242 Ibs DL 4,169 Ibs DL 3,481 Ibs DL 581 Ibs SL 2,716 Ibs SL 4,504 Ibs SL 4,426 Ibs SL 3,697 Ibs SL 617 ibs Total Horizontal Product Length=38-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 2nd floor Unf.Area(psf) Left 00-00-00 38-00-00 40 12 14-00-00 2 roof Unf.Area(psf) Left 00-00-00 38-00-00 15 30 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,020 ft-Ibs 27.3% 115% 15 2-Internal Completeness and accuracy of input must Neg. Moment -14,164 ft-Ibs 38.6% 115% 19 2-Right be verified by anyone who would rely on End Shear -910 Ibs 7.7% 100% 14 5-Right output as evidence of suitability for Cont. Shear 5,993 Ibs 44.0% 115% 19 2-Right particular application.Output here based on building code-accepted design Uplift 307 Ibs n/a 16 5-Right Total Load Defl. U1,181 (0.098") 20.3% 15 2 properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. U1,484(0.078") 24.3% 15 2 products must be in accordance with Total Neg. Defl. -0.072" 14.4% 15 1 -Cantilever current Installation Guide and applicable Max Defl. 0.098" 9.8% 15 2 building codes.To obtain Installation Guide Span/Depth 10.4 n/a 3 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS- Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCI®, B1 Wall/Plate 5-1/2"x 5-1/4" 9,134 Ibs 74.4% 42.2% Spruce-Pine-Fir BOISE GLULAMTm,SIMPLE FRAMING B2 Wall/Plate 9-1/4"x 5-1/4" 15,406 Ibs 74.6% 42.3% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM 63 Wall/Plate 9-1/4"x 5-1/4" 15,067 Ibs 73.0% 41.4% Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are B4 Wall/Plate 9-1/4"x 5-1/4" 12,589 Ibs 61.0% 34.6% Spruce-Pine-Fir trademarks of Boise Wood Products, B5 Wall/Plate 5-1/2"x 5-1/4" 2,911 Ibs 23.7% 13.4% Spruce-Pine-Fir L.L.C. Cautions Uplift of 3071bs found at span 5=Right. Notes y -}UL lJY `A4. Design meets Code minimum(U240)Total load deflection criteria. / SV�'ANCOPI '.` Design meets Code minimum(U360)Live load deflection criteria. STRUCTURAL v' Design meets arbitrary(1")Maximum load deflection criteria. No 35334 } Page 1 of 2 r. Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 PauLAISwansonStru ctural.com �77 - i 3 _ _,E ctf 10.'_D __po0_41wG_ . I ts I i i f t i i I I g i S - t 16 19 I i 0 f i I O I 7 I a I t s v r i S J p , / Aj ' i I I i tcU U 1 >: No. 35 a r } 3 _ ._i i t• 7•�fb7\�`_�vr..�7✓'SQy Fla. 1 tizwN��rt V MuF ! _ t o e o I ,t + t t � F I DENT-(! LGi.El.00� _SD ..,AsF Gig2noo _ cQ�vc�hC 70_ Z PAD _ ; : ...... r.. I '... Le i4 Job Name 6-45 em ai r 3 39.E Job Number Location 3 5 9 . S tiry r GD r U I r, A-A Sheet of 5 .._Client_ 06 A ova crro By.. AwS.. -... _. ... ._ . Date XQ . f Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paul(cr7SwansonStructuraL com LII —; --:- - - -- ;{# -x 3! tibuT �w KE-Y wa - 2. Y i q 1 , , i ill o W. b 3 k f , f _0 ns ICJ 4.._.— � tIo ! P g4 i k �s F , o • � - f i t f _ B C1G ti/C;. i Tif f �o.-u Pow �+�r�r� Gvh LL CS Q : k t Job Name Job Number Location Sheet 2— of 5- - Client. 2 BY.... ...?W5 _. . _ ...Date- I Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services - 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber. Fax 508-520-1334 PauAAa YwansonStructural.com 77_..., �f' .. f - I x l z { t ' if D v (O (y 441 I { { , g j , j r i , x t Gf W. 4 e_ _. . { 4 • 3 gGOLIc /}-T /LON vr� � _T r !...,_. i z z i UR fyu a' MT u /r — -_ { ------------ i j 4 I i Job Name Job Number 3 314 Location Sheet of S r; _..Client._ _ .___ __.,. _.By. Date lag _. - Swf nson Structural, Inc. Paul W.Swanson,P.E. ~ Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau1Cj�SwansonStructuraL corn , , lD!�7 po qj ; a ' t : _. ! 7 � j SX N 40xi0 , I _ otj y C.i p -t;, 0.3MSE s Q{ i o- oA 1 0 __N� 4 - - ; • _.."_� !!S.l�tO i FVLL 14Cr 14 r To, , Y _ t - l ' WA LA, alv rZ XZa r-190 AlG f y u` ; kJ s G t7 t Ll. CvNG,2. - 3ovo 77 ( 1 exTIO,C _.___A-_._..._._y._..�......_.___l. _....i..___ ...t .. on AICt._5._ -_---�-'- � , --�--- -•-�-- , - --,- - jam.-..w_ ,.___. t I i t Job Name 'Job Number .39 b. Location Sheet of _ Client j� BY_. lit/_f_ _ _. . .. . Date-/0 28 6 - r f BeamChek v2.4 licensed to:Swanson Structural, Inc. Reg#2308-64482 Garage 359 Santuit Rd Cotuit Basement Garage Door Hdr. job 3396 Date: 10/27/09 Selection W 10x 49 50 ksi Wide Flange Steel Lateral Support at: Lc=9 ft max. Conditions Actual Size is 10 x 10 in., Min Bearing Length R1= 1.2 in. R2= 1.2 in. DL Defl 0.30 in Suggested Gamber 0.44 in Data Beam Span 16.5 ft Reaction 1 LL 10395#. Reaction 2 LL 10395# Beam Wt per ft 49.0# Reaction 1 TL 21970# Reaction 2 TL 21970# Bm Wt Included 809# Maximum V 21970# Max Moment 90625'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/352 LL Max Defl L/360 LL Actual Defl L/744 Attributes Section(in') Shear in TL Defl in LL Defl Actual 54.60 3.89 0.56 0.27 Critical 32.95 1.10 0.83 0.55 Status OK OK OK OK Ratio 60% 32% 68% 48% . Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments. YP Factor, Lc 0.66 0.40 Loads Uniform LL:600 Uniform TL: 1560 =A Par Unif LL Par Unif TL Start End H= 160 0 16.5 480 1=624 0 16.5 180 J=270 0 16.5 y J 71 �i H Uniform Load A ♦ '.di:O Q Z " w z 09 R1 =21970 R2=21970 SPAN= 16.5 FT Uniform and partial uniform loads are lbs per lineal ft.. s�5 Sa anSOl2 Structural. Inc.. t `�"�� Paul W.Swanson,P.E. }' 1�1 ) Engineering Services 116 Forest Street Franklin,MA 02038-2579 commercial residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pauhk$wansonStructural.com 4-2 VI STf37�tti '/L; n� Q i iti - 35334 Sy < u 4 -}-- I , � X..�!xs _l_944 � i !� in f �!r'r t �E v: .. _ C 1 1! 2 `x 12 x 5 f 3 30 9 1 I ! 54 I Z� x :4. it 3 ' • , S i �y 1t � � � £ i r ----� 5 5 7tzo c T i - y I 1_x:-.lam __._ < I I t E t1 t i /J 1 O'j 7 21 -1114 { ._ '_ -��� �.!'3�"_ , G?:7? i_7�''o; Ste:��__ -��j-�'oL . O:•��'--�__. �__ �- __l�. . - YOV5- 5DS Z;S 2?�-j l , , 016 k w n sr < -food y j j —��— ! 1 IG� ¢ i i i pk Z!.P_ �S'y_,5 !�! -a't .e i o.c . — -_-�-__ , Job Name Job Number ?J Location 3,59 5AU7U 1 T• /Z a,+p - Cc rLr!T Sheet of 7 Client gory t r Bew51)icTro By ��� Date (o17-5rlvq 3 S34 Anson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential ' Phone 508-520-1333 heavy timber Fax 508-520-1334 PaulaaSwansontS com ..�%%N� 6 Hi-CA 1T!-�%t6i7A.r4 I yllY- I --- _. _ 557 3 Z 9- . E s 261 L o IN DvG — �` IG1G/iV _ - { i I [ w4-" 9 1��}�—�y E D S f�ti ti-D 6o 77 I4L __.._i_. 1t i f i s i I c,a-rs VI kw I I — � � M "(ab7--`L — 'Z i 4 i i i t + + i 757 S w __ s E r • , � t c- r i I! I -� y. 4 _ 3 _ _E �07 - r 5 - _3rE !I 3 [ p � I � I. i i i � � I ! • I � —I 1 1 � 3 74' Job Name Job Number 3 _4___ Location Sheet Z of •7 Client BY f Wj Date 1° 2G r ll q . • . 45 ^ �gf Main Wind Force Resisting System—Method 1 h<_60 ft. `f Figure 6-2 Design Wind Pressures Walls & Roofs- s Enclosed Buildings sa fr O Rx H r: r 3 6 .'�Q F f . O y. •+-_ rta I D 4 Reference Corner O / 9 C Transverse W 4 . i ' Reference e Caner A �Iti r Longitudinal Notes: • «'Q 4 L Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to other jexposures and heights with adjustment factor k 2. The load patterns shown shall be applied to each comer of the building in turn as the reference corner.(See Figure 6-10) a 3. For the design of the longitudinal M W FRS use B=0°,and locate the zone E/F,G/H boundary at the mid-length i ry gthof,thebuilding. 1Is` r 4. Load cases 1 and 2 must be checked for 25 <B:5 450. Load case 2 at 250 is provided only for interpolation between 250 to 300. . 5. Plus and minus signs signify pressuresQ. acting toward and away from the projected surfaces,respectively. - ' -- 6. For roof slopes other than those shown,linear interpolation is permitted. 7• The total horizontal load shall not be less than that determined by g assumin a ps=0 in zones B&D. , 8. The zone pressures represent the following: i n Horizontal pressure zones—Sum of the windward and leeward net sum of internal and external ( )pressures on vertical projection of: A- End zone of wall C- Interior zone of wall B- End zone of roof .D- Interior zone of roof Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: F;1 E- End zone of windward roof G- Interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof '. 9• Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GoH for thepressure on the horizontal Projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. is - 10...Notation: �i a: 10 percent of least horizontal dimension or 0.4h;whichever is smaller,but not less than either 4%of least horizontal dimension 21, or 3 ft(0.9 m). = h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<100. _ e' Angle of plane of roof from horizontal,in degrees. IMini � y mum Design Loads for Buildings and Other Structures 41 a� ,r� Main Wind Force Resisting System-Method 1 h 5 60 ft. Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure PS30 (psfl (Exposure 8 at h=30 ft. with 1= 1.0) �3 N Zones Basic Wind Roof �j Speed Angle Horizontal Pressures vertical Pressures Overhangs cc (mph) (degrees) -0j A B C D E F G H EOH GoH 0 to 5° 1 11.5 -5.9 _7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 10° 1 12.9 -5.4 8.6 -3.1 -13.8 8.4 -9.6 6.5 19.3 15.1 15° 1 14.4 -4.8 9.6 -2.7 13.8 -9.0 9.6 6.9 19.3, 15.1 85 20° 1 15.9 -4.2 10.6 72.3 -13.8 9.6 9.6 -7.3 19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1 - 2 2.4 -4.7 -0.7 3.0 - 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 6.7 �.5' -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0 to 5° 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 1 ----�^ 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 4. 90 20° 1 17.8 1 -4.7 11.9 -2.6 15.4 -10.7 -10.7 -8.1 -21.6 -16.9 1 25° 1 16.1 .2.6- 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 - -2.7 -5.3 -0.7 -3.4 1` 30 to 45 1 14.4 9.9 11.5 7.9 1.1 8.8 0.4 -7.5 41 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 ' 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15° 1- --19.9---- -6.6-_-t3.3-_-3.,8_ --19.1 -12.4 13.3 -9.5 26.7 -20.9 1 00 20° 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14:0 2 - -3.4 -6.6 -0.9 -4.2 - - 30 to 45 1 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 9.3 -6.3 -7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4, -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 1 24.1 -8.0r16 -4.6 -23.1 -15.1 -16.0 11.5 -32.3 -25.3 1 1 0 20° 1 26.6 -7.0 3.9 -23.1 -16.0 16.0 12.2 32.3 25.3 25° 1 24.1 3.9 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 -4.1 -7.9 -1.1 -5.1 -- - 30 to 45 1 21.6 14.8 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.6' 14.8 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5° 1 22.8 1 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 10° 1 25.8 10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 38.4 -30:1 15° 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 20 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 20.2 2. -4.8 -9.4 -1.3 -6.0 -- - 30 to 45 1 25.7 17.6, 20.4 14.0 2.0 15.6 0.7 13.4 9.0 10.3 2 25.7 -17.6- 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -10.3 0 to 9 1 26.8 -13.9 17.8 -8.2 r32 -18.3 -22. -1 .2 5.1N12. 10° 1 30.2 -12.5 . 20.1 -7.3 -19.7 -22.4 -15.1 -45.1 15° 1 33.7 -11.2 22.4 -6.4 -21.0 -22.4 -16.1 -45.1130 zo° 1 37.1 9.8 24.7 5.4 22.4 22.4 17.0 a5.125° 1 33.6 5.4, 24.3 5.5 -20.4 -10.8 -16.4 -27.82 . 11.1 1.5' 7.1 30 to 45 1 30.1 20.6 24.0 16.5 2.:1 18.3 0.8 15.7 10.62 30.1 20.6 24.0 16.5 11.6 9.0 10.0 -6.4 -10.6 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kNIm2 42 ASCE 7-02 d 20 LATERAL FORCE-RE91STING SYSTEMS vs2 = Nominal unit shear capacity for side 2,lbs./ft. 4.3.3.3 Summing Shear Wall Lines: The nominal (from Column A,Table 4.3) shear capacity for shear walls in a line utilizing shear walls sheathed with the same construction and materials, shall vsc Combined nominal unit shear capacity of two- be permitted to be combined. sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls:The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the with dissimilar materials on the same side of the wall are, sum of the shear wall segment lengths, ELi, and the ap- not cumulative. For shear walls sheathed with dissimilar ' propriate shear capacity adjustment factor,-C°,from Table. materials on opposite sides, the combined nominal unit 4.3.3.4. shear capacity, vSc or v,,,°, shall be either two times the I smaller nominal unit shear capacity or the larger nominal - unit shear capacity,whichever is greater. w° I Exception:For wind design,the combined norm- - ---nal-unit shear-capacity v,,,°,of shear walls sheathed. i with a combination of wood structural panels and . gypsum wall-board on opposite sides shall equal the sum of the sheathing capacities of each side separately. . I Table 4.3.3.4 Shear-Ca pacity Adjustment Factor, MAXIMUM OPENING HEIGHT' R; WALL HEIGHT, h h/3 h/2 2h/3 5h/6, h 8'Wall 2'-8" 4'-0" 54" 6-8" 8'4" 10'Wall 3'4" 5-0" 6'-8" 8'-4" 10'-01. Percent Full-Height Sheathing 2 Effective Shear Capacity Ratio 10% 1.00 .,. 0:69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59 0.49 0.42 40% s .1.00 0.77 0.63 0.53 0.45 50%<- 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1.00 0.91 . 0.83 0.77 0.71 90% 1.00 0.95 0.91 0:87 0.83 100% 1.00 1.00 1.00 1.00 1 1.00 The maximum opening.height shall betaken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. s The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. AMERICAN WOOD COUNCIL Table 4.313 Nominal Unit Shear Values for Wood-Frame Shear Wallsa r Gypsum and Cement Plaster A B- SEISMIC WIND Max.Fastener Max.Stud v_s G_a v-w Material Fastener Type&Size' Edge Spacing`• Spacing if (kips/in If Sheathing Material Thickness 150 7^ 24" unblocked 150 4.0 220 1 24^ unblocked 220 6.5 5d cooler(0.086"x 1-5/8"long,15/64"head)or wallboard nail(0.086"x 1-5/8"long,9/32° 4„ 16" unblocked 200 5.5 200 head)or 0.120"nail x 1-1/2"long,min 3/8"head 7„ 250 4° 16" unblocked 250 7.0 250 i{ 7" .16' blocked 250 6.5 ' No.6 Type S or W drywall screws 1-1/4"long 4^ 16" blocked 300 9.0 300 j 1/2" 8/12" 16 unblocked 120 3.0 120 4/16" 16'; blocked 320 8.5 320 . 4/12" 24q- blocked 310 9.5 310 No.6 TypeS or W drywall screws 1-1/4"long 8%12" 16 blocked 140 4.0 140 Gypsum wallboard, 6/12" 16" blocked 180 5.0 180 gypsum veneer base,or P4 unblocked 230, 6.0 230 water-resistant gypsum 6d cooler(0.092"x 1-7/6"long,1/4"head)or wallboard nail(0.0915"x 1-7/8"long,19/64" 7" 290 4^ 24" unblocked 290 8.0 backing board head).or 0.120"nail x 1-3/4"long,min 3/8"head 16" blocked 290 7.5 290 7 350 r W drywall screws 1-1/4"long 16" blocked 350. 10.0 No.6 Type S o ryw 4° YP 140 5/8" 140 4.0 g/12^ 18" unblocked 180 D - - - No.6 Type S or W drywall screws 1-1/4"long 6/12" 16" blocked 180 4.0 A Base ply--6d cooler(0.092"x 1-7/8"long,1/4'head)or wallboard nail(0.0915"x,.1-7/8° 5 0 17 0 - Base:9" 500 5/8" r 64"head or 0.120°nail x 1-3/4"long,min 3/8"head � blocked 0 n long,19/ ) 16' ' Z Face ply--8d cooler(0.113"x 2-38"long,0.281"head) or wallboard nail(0.113"x 2-3/8° Face:7" (Two-Ply) long,3/8"head)or 0.120".nail x 2-3/8"long,min 3/8"head O 4„ 16 unblocked 150 5.0 150 O 1/2"x2'x8' v350 0 24" blocked 350 10.0 200 n 0.120"nail x 1 3/4"long, 7/16°Bead,diamond-point,galvanized 4e 200 1/2"x 4' 7° 16" unblocked 200 5.0 5 Z Gypsum sheathing 400 C� 6d galvanized cooler(0.092"x 1-7/8"long,1/4°head)of wallboard nail(0.0915"x 1-7/8" 4/7° 16" blocked 400 13,0 i 4' long,19/64"head)or 0.120°nail x 1-3/4°long,min 3/8°head Gypsum lath,plain or 3/8"lath and 0.092"x 1-1/8"long,19/64"head,gypsum wallboard blued nail or 0.120".nail xt 1/4°long, 5" 16" ` unblocked 200 6.5 200 1/2° laster min 3/8"head erforated 360 xpan a metal or woven _ . 6^ 16" = unblocked 360 12.0 wire lath and portland 7/8" 0.120"nail x 1'h"long;7/16"head 'cement laster ". termine ASD allowable unit shear capacity and LRFD factor a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to de ed unit resistance. For general'constructiomrequirements see 4.3.6. For specific requirements,see 4.3.7.4. b.Type S or W drywall screws shall conforin to requirements of ASTM C 1002.. 1 c. Where two numbers are given for maximum fastener edge spacing,the first number denotes fastener spacing at the,edges and the second number denotes fastener spacing in the field. t i x, z , t i -. - - ffirf' ' n Fy.;i '. .�.. MHoldown , `�EERfp _ rG This product is preferable to similar connectors because of I f W-►I a)easier installation,b)higher loads,c)lower installed cost or a combination of these features.,64 r , i Post sae by Designer The HDU series of holdowns combine the advantages of low ;� deflection and high capacity from the pre-deflected geometry�with the y ease of installation of Simpson's patented SDS screws. — mom¢ --" x HDU SPECIAL FEATURES: pilot Holes for m o •Pre-deflected body virtually eliminates deflection due Manuf osesng o purposes ® Pressure-treated to material stretch. Fastener y mx' ( ,�t,br. ,y,,,� � �,,� barrier maybe •Uses SDS screws which install easily,reduces fastener slip,• I not required) ' o H a� required. a and provides a greater net section area of the posh , compared to bolts. f � •SDS Ya°x2l/z screws are supplied with the holdowns. (Lag screws will not achieve the same load.)This ensures the yx A proper fasteners are used and is convenient for the installer. •No stud bolts to countersink at openings. T ; MATERIAL:See table. FINISH:Galvanized INSTALLATION: CEt: o •Use all specified fasteners.See General Notes. K •Place the HDU over the anchor bolt. I r @� Vertical HDU Installation I . •No additional washer required. HDU may be installed raised off ` •To tie double 2x members together,the Desiglier must determine' the sill plate with no increase in the fasteners required to bind the members to act as one unit I HDU deflection values(see note 7). without splitting the wood.See page 20 for more information. ! 6 •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed finger tight plus 1/3to 1/2 turn with a hand wrench,with consideration anchorage solutions(seepage 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. Dimensions Fasteners w_ Allowable Tension Loads , Model Ga „�. _ - .,s,, Holdown.D.eflection::_� , Cade_- ighest°Allow No. . W H - B B It of SDS-' (133(160) (133/160)._ Design load Ref. I%2V; HDU2-SDS2.5 14 3 811/1s 31/4 11/4 % 6 2625 2260 0.017 HDU4-SDS2.5 14 3 1015/is 31/4 11/4 , % 10 4190 3600 0.049 HDU5-SDS2.5 14 3 1 133/16 31/4 11/4 % 14 5430 4670 0.061 146,160 HDU8-SDS2.5 10 3 , 165/e 31h 11/a -�/s � 20 V^- 8350 ^7-7180---'`--- `"`0:037—'-- HDUII-SDS2.5__ .. % 3 221/4 31/2 1 W ry`"1 7, 30 tt .1.1275 `; `. .9695 0.040 ° W 1.Allowable loads have been increased for earthquake or wind load durations with - 8.Deflection at Highest Allowable Design Load: z no further increase allowed;reduce where other load durations govern. The deflection of a holdown measured between the g 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125" anchor bolt and the strap portion of the holdown deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS 1/4 x21/z screws. in the catalog table.This movement is strictly due A a 3.The Designer must specify anchor bolt type,length and embedment. to the holdown deformation under static load a 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. ' 0 the wide face of the column. 9.Tabulated loads may be doubled when the HDU is ii t W 5.Post design shall be by Designer. installed on both sides of the wood member provided 6.SDS screws install best with a low speed 1h•right angle drill with a W hex head driver. either the post is large enough or the holdowns are 0 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. y k Refer to note q,page 14 for installation instructions of raised holdowns.CL y `, Zi ATS o try I r Tiedown Systems {` The Anchor.Tiedown System(ATS)is a method for anchoring shearwalls in mid-rise wood frame construction to resist large uplift forces in stacked shearwall systems caused by earthquakes 3. and high winds.The revolutionary ATS method restrains overturning forces through bearing plates and Simpson Strong-Rod providing a high capacity restraints stem far exceeding the capacity of traditional holdowns.The patented ATS also offers Take-up Devices to compensate for wood shrinkage and settling common in mid-rise construction. .x For design information request C-ATS or visit www.strongtie.com. g q 9 _ Free ATS Selector • Software available 35 (IV 4i BEAM 5= / gt�l�M G ; 3�13���Cg1y" L V L 9-3� / / �C�M 3'l, 4xl4 �vL �LVS14 % Xllo`-9„ 3- ,,to 7 � 1+7-rAC-lf Tro` 3 - Zx� sr(,DsMI IV HII - C • ZUS 2,676/14 op-S Sr I3���► �3 ; j- /3/4x /�t " LVt J Zx/Z f- C I A �4- d act _�,� - -sPa Ul OF MASt, `? a PAULVI /4 �G J-joleir 6iau�11.16* . .� D.C, SWANSON � - 3 e1 ® o STRUCTURAL � M 1i c 8 / I /4x/<} LVc. DT�-7L Tw d �'�y5 -o o.3533 0, • F. 'cF I ALA 4 b a l 8 D" err c �125 T FGW,2A 1'R A11,4 40 PSF ZINC 1-04P �20Y1j�7L r 69:�-Alg�C>5MO l a_ Psi 59 s/i ni yr f /2D, t 4 v o PAULW cyN VL �\ SWANSON { STRUCTURALro No.35334o Q fS� N l a a ( : 3-7Wo.HDR- N �9AM. 03 = 3- 1314x9� Li/iX &CAM 3: 3-,/314x9�'`���x 9-�'" ��.t�r� tIU��.� �o�g� 2,:6 ��Ks 2 0F 2flt Dou-91-E 2X6 _1-4C ICS 5 MYL 86AA B CW r—1,00,0 F44M fogy' PLAN �o T�!Lv{ ¢D PSG /�/E L b/}f1 l/�tf iZ lvt2 SW�/Vi 0� �t"�llG tJt -L /PIC' 60 pSF Lr✓f- ll& rgkEST 51-, )=,Q^Alc " .I"A - -P�-uG � slv�NS D>✓s r R.0�N��, Ct��► .3 39� 7n6 jo/5rs i& " ®,c, l9 Ve,it7 4� S4/�/gf�5 \NOFP,4 PALIL W �a SWANSON � STRUCTURAL q o.353340 S� N 3 or 12 S Zat3 o MA �5 S/ttilrvrT 2D, I=-o Sw�n�Sory SI'2vCrvr.�t ��C�, (No S?bre�6) l l(o row- 5 r sr- r- AIkL 1v .fit 4 cum 2X10 'W raLS -SpF PD, ! /moo, 2 O, Cl Moor- ZXB BL,064lNGj . /0- CAVCS tM PSn,j 112 GRIPS p•FTt�Z StL✓1} FYI . TL 2X 4 7 i vS -r&t4T To ,6®Trom or �14 0 ZX& aLock/ti4 .. 4' 0-e-. �P�(N OF M4S N �= PAUL Vd c�< SWANSON N STRUCTURAL _ No.35 10 334 Q 9 P O S/0 L wD� �✓� /tea PC�4l-t e� l ' 7 L o" 7 0 22 O S h `2 00 E NE �N © T TD N 30 _ -s� s �u� c� / r M4 Aoa FAM MA 1 `© ! Sl v,9 NSa�I /t© Altst- wtNfl l!6 O&ES7" S 1 4-AIV L I AJ COM 339� f .. - WA 1-29-09 (2)2.10 FLUSH CIA,JST BEAM DOR'ER5 BTWN LVL RAFTERS 3.5 x H LVL RIDGE W/ 12 U0FR�1&'O.C. - CNTY/115x9-S LVL 12 - RAF.TER5W/2xb 24,O/C.CLG'JST AjT1GZTO A RA 13TWN LA.RAFTERS 3 ,�• II 12 \ \ - k'ot - __ - - n de A I� I� I I'/ RIDGEIzf EkG41` <1 � Q II P II �/ II II sLD To SUBBELOW�>, \\ II - - 1 - q IL II I I I\ 36'H.IWEE II / I z3 I Wi cM 2.4 DFl I'-1/2' 0 t I� 16tic 7 4 1 +�— T LADNfa' _ I i P - - - - - _- - I - - - - - - - - - - - - - - - - - - - - - - - �Q � L �_ _ _ _ - — — — - - - - - - - = - - - - - - - - - -- - - - - - DOOR 50NEDULE 5-1-m9 WEST FRONT ELEVATION ELEVATION NOTES: NORTP LEFT ELEVATION . Amc TRIM Bows wi A2EK ADHESIVE . .DOOR JFR.AME - W TRIM AZIl-41 GLUED TO FINISH THRESH RAT HDWR REMARK - ' NG PE `1 I CORNER BOARD5V4x6 xb WINDOW SCHEDULENO. SIZE TYPE SW1 FINISH TY �(� '-mxl'-0 L-XT OOUTPT. PT AL LDF . UK - 1 6(u�ro QE5f&14 INFo"Jv loAl 2 Eo RAKE W/5'C WINDOW FELLA 259ERIES VINYL WINDOWS LOWS W/AIa Osl - V' ROWN Mb SOFFIT W/ Z I 3 B 2 2'-B x l'-0 TNT I-L LDF PT. ALUhL 20 MIN I pH EX P. B - I.D.TYPE M• SR DATA. FaDLr-H OPEN I/pM ING 3 2'-8 X l'-0 DST PT. LDF PT. ALUI-L 20 MIN 1 3 5 V4x6 TRRi A FOV 5-0/5-0 5'-0 x 5'-m O 1 /1 4 2'-4x4'-8 INT PT- LDF FT. 2 VERIFY W/CCNDITION9 - /W{55 CODE 7 ED' - M67FroD I 4 bB FACIA W/b(2 TRIM OVER 2xb ROUGH B FOV 3-m/4-6 3'-0x 4'-m n 5 2'-4Xl'-0 TNT PT. LDF PT. MRBL 3 As C' 7-02 Mk'f?5 C CSMT 2-0/3-6 2'-0x 3'-6 - 6 2'-4 X 1'-0 INT PT. LDF PT. HRBL 3 - 5 5 V4x8 FREZE W/A2M-l5 BED MLDG GLUED TO W SCMT D CSI'TT 4-0/3-b 4'-0x 3'-6 7/c` Osg ZIP SYSTEM \ l 3'-0 x 6'-e EM "OUT Pf. WD PT. ALUM. - 1 KNT 51�'E / 6 LEDARSNAK.ES W/CEDAR BIZFATF®2 E CShR 1-6/4-0/I-6/4-6 l'-m z 4'-6 EGF�SS e 16'-0 x 9'-0 EXO.Hr 'OVESNEAD DOOR'-MODEL 391 8 d�(• gDoL S 6"FI Ft-D _ F CShR 3-m/1-6 3'-m x M-6 HALF CIRC, W "OVERHEAD D!.OR'MODEL 391' - l ";VI CLAP 50A WS OVER CEDAR BREATHER -1 9 9'-0x 9'-0 O.H - e rj 7 / f Z FyDO/L wA•uLl //c" OS6 ZIP SY91�./�'�. a NAROI CLAP BOARD FAN F�a:�:• U J 9 WEATHER SHIELD RCOFDIG SYSTEM ($ sT va s (� moo tz- VNST✓PPokmD BD6,5 C5MT .FIXED VENT " 21 3=0 xb'-8 EXT PT. PT. ALUM. - I IWC W/VENTED LI7E94 W.STRIFNG ua 22 - I 2'-4i 6'-6 RAT PT. 'LDF M. - 3 _ IIIAZBC DEOCPY+W/PR6'IIER PROCO1'If�091T RAILRIG 9Y5TEli qALC`' 7�y„ 056 Z/P SYsTrw1 23. 2'-4k6'-6 TNT PT. LOF PT. - 3 Mir.. D, SrNiPSON kDVS•SD5 1•S _ -- _ - _ AtTAcN 1D M(A/. 4K6- D•PIK EXTERIOR DOORS•T14ERMA-THRU OUT SWING,THEIQMAL BREAK SILL 4 WEATHERSTRIPPING OILENGIA/CO-D —1) RS EXTERIOR'FRENCH DOO •INTERNATIONAL WINDOW CORPORATION OUT SWING,RF'PING - THERMAL BREAK SILL 4 WEATHERST - rhSTLfiL POV - w a` .. '- _ - INTERIOR DOORS•SIMPSON ENCORE DOORS 13/8'SINE 8512 PRIMED LDF OR ECWAL - A S07 5(EEL F-0dr A'uL {Il"A, VERIFY SINES W/OWNER EPDXY w(TT DD`a /'�� + "Mr - SEf o2 wET SET 5. B B I11 Q HARDWARE LEGEND ABBF� Alt., OJAPXDAO�r- T PAINTED � E -ALL DOOR HARDWARE TO BE BRIJSHIED CHROME;LEVER SINE. ST. -STAINED '� - -ALL DOORS TO BE KEYED TO MATCH WD-WOOD 1 - LOOSE-PIN HINGE 3 - LOOSE-PIN HINGE HM -HOLLOW METAL Tm - 0 O KEYED DOOR LEVER PRIVACY DOOR LEVER - - - - - - - — '.DEAD BOLT 4 - LOOSE-PIN HINGE 5-BI-FOLD HARDWARE - - - - --- - - - - - LL U 2 - LOOSE-PIN HINGE PASSAGE DOOR LEVER FULL LEVER O KEYED DOOR LEVER 4 r 1 ao� a of zHum � oo �o 00 0oLu EA Q 0 C - - -- - - - - - - - - - - - � Li _ - - - - - - - - - - - - - - - - - BHT NO EAST REAR ELEVAT16N SOUTH RI.GPT ELEVATION -,A ' f • ti _ ISSUE: NOTES - - _ MIA I-29-09 .. 6- - 1' S III P 4 09 _ -FRAY1MG LUMBER SHALL BE DOUGLAg FIROR✓•IEMLOIX WITH ALLOWABLE STCF: a Fb.850 p-i E•1,200,000 pei KILN DRIED—.2 OR BETTER " - �✓ 3y_0• - -STUDS SHALL BE SPF/STUD(W WPA)OR BETTER GRADE,UNO AT MC 19 . -LAMINATED VENEER LUMBER(SUCH AS MICRO LAM)9HALL HAVE THE FOLLOWING - " - I'-4' 5'4' II'-6' 8'-II' I'-4' - 5TRUCTURAL PROPERTIES Fb:.2800 P81 P-285 p>i E.2U000,000 pni • • O O ,{1' - -INSTALL ALL STRUCTURAL FRAMING,BRIDGING,FIRE STOPPING ETC.AS PER PROCEDURE OUTLINED BY CURRENT BOCA NATIONAL BUILDING CODE AND THE CURRENT CABO ONE AND _=J I w v ROOF SHEATHING TO BE APA RATED V2"EXTERIOR GRADE 4-PLY PLYWOOD I I I. % 1 II - /� -WALL SHEATHING,IF SHOWN,SHALL BE APA RATED EXTERIOR GRADE 5HEATHM2. ILFLOOR SHE:ATHMG UNLES5 OTHERWISE NOTED,SHALL BE APA RATED 3/4 EXTERIOR I I I I I m GRADE T4G PLYWOOD SECURE ALL FLOOR SHEATHING TO JOIST OR TU21SSE5 W17H Bd . 22 CEMENT COATED OF ARDOX NAILS AND CONSTRUCTION ADHESIVE(MINIM@l ACCEPTABLE _ - - � � m INSTALLATION-SCREW SUB FL',OOR'To JOIST PREFERRED) - • I. — �gyyp-ALL LUMBER IN CONTACT WITH MA90WRY 914ALL BE.F'RE9911RE JRE,ATED FO A MINIMUM OF 3 :IB'-l' • 3'-2' 3 Y 3 �-/ 0 0.40-POUNDS PER CUBIC FOOT RETENTION WITH AMMONIAC COPPER;AR9ENATE OF Ln APPROVED EQUAL TREATMENT: - ., ALUM DRIP EDGE I2/q,;C•I�4' I �. 1 _ -51O ,Z_li� -ALL EXPOSED WOOD FRAMING;,DECKS,BALCCNIE5,ETC-SHALL 6E'CON5TRLICTEO OF Ix2 TRIM HOLD W DOWN 2' ICYNEN :INWL _ I — - �2.L�� T f C L PRESSURE TREATED LUMBER OR NATURAL DECAY RESISTANT WOODS IF SPECIFIED A9 51JCH. Ix6 CAP o v.' - DECKS, I- L V L E R ON DRAWINGS. S CROWN AL'I-41 2x6 -ALL TREATED LUMBER WHICH 19 CUT,DRILLED,OR NOTCHED SHALL BE FIELD TREATED - �F85DGEYb � a a O 1� (BRUSHEDSURFACES) ON EXPOSED SUACES)BY ONE OF THE PRESERVATIVES LISTED ABOVE -INSTALL BLOCKING FOR ALL DOOR BUMPERS,TOWEL BARS,SHOWER RODS,TOILET TISSUE HOLDERS,SHELF SUPPORTS,RAISLIG,FANS,CABINETS.ETC. I I I I 2%6 COL I I Q TIES UNDER RIDGE 1L-� -AT EACH WALL OPENMG:ADD ON HALF THE TOTAL.NUMBER OF 5TUD5 P19PLAGEL2 TO. _ - ,'- I 6'-0' 10'-e• -T _ EACH SIDE OF THE OF'ENING;(FULL HEIGHT)AND ADD TWO CRIPPLE STUDS BELOW iNE. - - L 2x10 FL115H U.0 T BENT•« - ., ry 1 I HEADER UNLESS NOTED OTHERWISE I — -ALL CLOSETS TO RECEIVE SHELF AND,ROp EXCEPT LIxET4:GLOSET9 TO RECEIVE 5 — — m DORdER EQUALLY SPACED SHELVES,IF NIT DETAILED:ELSE WHERE ON THE DRAWINGS. -30 MSIL OII - I ON(2AlSIDE SLVlWALLS VIDE IDE Q=TdJCf DECK I RAKERS W/2.6 eUKr VL -ALL ATTIC SPACE TO:HAVE A MINIMWt ACLESS'OF 22'k30'. .. 24'O/I.:OLG:BT I I -WINDOW AND DOOR'.ROUGH OPENINGS .. - STWN LVL RAFIEFS ; ALL SWING OOOR.RO.TO BE 21/2"WIDER BI-FOLODOOR-R.Q TOBE),I/2'WIDERlVERIF7) — BATHROOI-I DOOR RO.TO BE I V2-HIGHER AT>HEAD THEN THAT OF TYPICAL DOORS ' 'p {gt0• �•-g• 0,-0• - . - THROUGHOUT T14E.BIUILDING - _PROVIDE MINIMUM 3/4 CLEARANCE OVER WINDOWS TO HEADER 36'-0• - PROVIL E lNMUM 3/4 CLEARAN_GE OVERDOORS TO HEADER - MSTALLFLASHOJCaABOVEAt��-.OPENING5;.WMDOW9,DOORS,ETC. 1-4 VP• SECOND FLOOR PLAN - - IN5TALL EXTERIOR WOOD 91D_ MATERIALS WITH NCN-R19TRJG,NON-STAINING - - .-RASTEI'825: .. - 414WTJI J9T9•V'O)C - I✓F.. E.VlX0ULMNOTFD 12 I VJ — t • - 10 4'24 YINi `Y Y yyy W/ T N .. lu CERfAW1 F,?,CFST9TET1 111 2x6 CAP ON tx4 CCNT .. - 7fNEf'BmEICE'SNBYd-E. - - }a31 ne.assu - I't TOP RAIL F�OF'6+S°u�TANO LLl ' - WNTEF�Y4D 24'-FATES.@. - , . 2x2 BALLUSTERS _ - EASIDE VALLEYS 412••SIDE - - •«gyp ,T 0 5 1/4'O/C o WALL AREL OVITISYSM W OVER VER V2• ICYNENE R-30 N%L ON PANEL AM IS WDERBmE OF ROOF DECK v 36'-m G 2G III`'1II aUe EWfRAPERS S(2)2x6 2x4 CONT SKIRT RAIL ALUM FLASHING UNDER DOOR I I PLAIE W/5RA"' 1 N25 W/ - LJ ALUMD DRIP EDGE (10)Bd NAILS Ix4 POS1,T+o 4'-0'N-O/,C W/ (2)V2'DIATHRlBOLTS __—__ 1x2 TRIM SECOND FLOOR © O - 3/4'PLYWOOD SUB FLOOR ON 2 x B P.T.J 2. a I6.O.G L,5x14.F21F1 J9T a DECK__.. 6t8 F rk 360 TJI FLOOR J - HANGER a 2xB LEDGER 2.x6 ROUT a 16•ON CENTER 5 O S (2)V2•THRU BOLTS 2x6 P.T.SPACER a 24'0/C - - 0 2x4 L.OpcAR r - 2 x 10 P.T.o PERIMETER 24'O.C.9TAGGEF�D DRILL HOLES,CAULK HOLES IxlO'„OF'SLT ICTNENE R-20 M5IL MN ro THENTIGHTEN BOLTS -4 WAMR 5NIRD BED MLDG A2M-,5 - © Av5/4x8 FRIEZE g-0gB_3. 532. 2, I,-4. 5 CEDAR%WMS OR NAME _ 2x6 EXTERIOR WALL © �--- - LAP 5NMG O4 HOME SLIO�R W/5 V2'R-20.ICYNENE INSUL 5j,. MU.ISrYPAROVERV2'ZIP V2'GYP BD D jj�u -1610A?EL 5Y5TB1 av 2x6 STIID9 m vV 'rb 1" PATIO °& 1 p 25ce•P.T.SILL PLATE HO'fE 9LK3Q;RRPLU9 TYP o O - •DOORS L C.- SEALER OVEfa:i1PPMG ALUl RASHPG DOORi L SEALER _ 4'CO R BLAB 8D.SPLITP.T.2xM5ORT • < ` b 1-1 TRIM i 4'-SLAB IDIN 4'CDNQ SLAB CN ON?'RIGID M9UL AILOAAW'1AL10�2000TRIM ON 2•RIGID OJ^.Z1L PATIO ' I _ O 11 w 4*COMP SAND BASE COLT04'L OWCdtADE = Q BLKSL'D SLID WD — COVERMGRIGID 9lP'PL'1RF 6tPoD(� Q FINI5HGRADE vARIE9 ;p I - BENT ALUM MIL VI9QUEEN VAPOR BARRIER 4 MF- POST W/ L Q Ll EPDXY SET GALY DMIE GAL: . 5/BrO ANCHOR BOLTS T2t0T).U/C1 m O EPDXY BET W/6•EMBEDMENT 10r _61-0'OC,I'iINIhAA1 OF 10 5/8{O MICHOR BOLTS W/V2'DIAAHCHOR BOLT IN 6-O'OI:;MNIMYI OF QB Epp, /prr $ IL 12•DIA x 48•CCNC FTG 9 (2)PER 2x6 AND MINIMLM (2)PER 2x6 AND MINIMUM I `S '..� III a OF 12'FR°I'1 EAC7-I CORNER OF 12'FROM EACH CORNER Y r0 KIor.' s ,© -Z I-- 2'fR-10)RIGID PERIMETER INSULATION 2'(R-10)RIGID PERIMETER INSULATION Q2 t�3 10,POURED CONCRETE IW•. FOUNDATION WALL •• FOL DAATIION WALL - - - - LEVEL 4 d � Z 4 p e, a 3•L3/4Y O L O 5 O X /L L CJ m JE-iI--IL` 4• DRAM TILE W/PEA GRAVEL � � 4•/O O IND TILE W/PEAFABRICL ,,,,,,///��� 6 AND FILTERFA9RIC' SURROUND AND FILTER FABRIC . _ OVER STONE OVER STONE LVL VENDER 20'k WCl:NATINUQ5 - _ 12 3+,�K�54VL HEADER CONCRETE FOOTING Q 20C NONCCRRETTEE F 3'-3' 3 3'-3' p40' 2'W/(3)S CONT.•BOTTOM W/(3)5 CONT.•BOTTOM - a. ,..° .. n. DECK DETAIL DETAIL e.DOORS WALL /ROOF SECTION i 4 2 BHT No. FIRST FLOOR PLAN 4'CONC SLAB W/6x6-WWW*FON 2'W.ID WRL OVMbML <_'C.-A,LE 3/=I_�•• I - VAPOR BARRIERON 4'WELL C."A.CIED STRICT FILL HFADER9(2)2xb UU.ESS NOTED - fr S G I. QA U L Svc/A N S hi �TP,XJ TUR L E_t`IC, Er_ Rr_ D A I`i D R L H I TLC( 6 iZ► hl (�. -- - `_ _ _ _ - j �I i a kA 4 v ju F U L —-- �-- S SC c)N D F —00 13 ►ut i 0 F I j i fzsT LOo n _ Taw_ ELw. R LLr . L r i ? GARAGE_ i-Lvo L'G\t FKDST ' WALL W,�\LL (� .n III���� ►.ILL'I II `� _M i OR i I I I I I I\,.• I I I � L� , , • � i!° I Imo' ILIA I� I '�3 ,�,®:! ILii I I I li oa � � .,EL� ©�� � I I �III ►•��� ��II�I- �• ���h11/111 W_� ��I Ili��illlll I I�I���r�l smell IIII! "o it'll '�IIIIIIII III►® 1�II.Iillt - ill-- - j�®I®l���I • - gin i I CERTIFY THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR b X o.2 " �S.o Xo.1 X 0.2 X 0.2 ><0.2 POPO/V2V -A0.0 BA 0.3 X_0.2 ASH OES Tf?/N G BA Y) X 0.2 -0.1 X -o.1X X 0.2 sa+oot. STOMr X 0.1 -0.4 X �y Yl. 0.1 X -0..1 )(0.0 MARS - LOCUS S A L T H x o 1 M A R SX 1 PI 0. 0'3 X X0.1 0.2X X -0.4 -EDGE OF WATER X o.3 LOCUS M A P 04-29-2011 PROPOSED DOCK o co '4 X SHEET 1 OF 5 0.3 X ROBERT R. BENEDETTO 0.5 ZONE A11 -0 6.0.4 ( EL 11 ) MAY 5, 2014 0.5 X0.3 X-1.1 0.3 PLAN VIEW 0.5 0.5 X-0.2 X-1.9 0 20 40 o.s X 'A-0.1 DOC 1.1 10.6 0.5 SCALE: 1" = 40'. SALT � �°` M A R S H -6 CB/DH FN 10 r -14. r7 CNS CB FOUND \\ \ \ EL = 16.05' -H PROPOSED \ \\ \ 1 1 \\\\\ STAIRS 10 1 o� ? o To�,O \ VX \ \ 1 Tips?il N \ 1 1 r C" o6 oo \ \ \\ \ \ \ \ \ 1 ( ii 'P ,flu, Z \ HEAD�VALIL 1 1 \ \\ \ \\ \\\ \ \ 61. N 1 \ \\ \ \ \ \ \\\ \ ? or- 0 \ \ \ \ \ \\\ MA\P 020`�;a W \ \ \\ \\\ PARCtL 003 0, F a J o�S�' \ \ \ \\ \\1 L.C. PL. k 4/210 as o W �� ��g \ \ 1 LOT AREA OF, PLAND _ G\ .c� \ \\ \\ 71,471 S. F. o,n oOF' \\ \ \ \\ \\\ 1.64 ACRES f \ \9L o_ 7) �mz PLANS ACCOMPANYING PETITION OF ROBERT R. BENEDETTO PROPOSED DOCK AND STAIRS 359 SANTUIT ROAD COTUIT, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS MAY 5, 2014 100-YEAR FLOOD A-11 EL = 11.0' (NGVD 1929) ELEVATION DATUM MLW 0:\1995\1995-036\SURVEY\worksht\95036_WS-MLW-dock-rev CH91.dwg,7/1/2014 9:24:15 AM,1:1,MTM I CERTIFY THIS PLAN HAS BEEN PREPARED -IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR X 0.2 -0.1 -0.1X • SHEET 2 OF 5 X ROBERT R. BENEDETTO APR P OP ONESSE U 4 X MAY 5, 2014 B.4 Y ASH OES TR//V G B.�1 Y) PLAN VIE W -0 'I 0 10 20 S A L T SCALE: 1 = 20' 1 M A R SAH1 0.3 0.3 X X0.1 0.2y -0.4 X 0.3 EDGE OF. WATER 04-29-2011 PROPOSED DOCK 0 4 �X X0.4 �0.3 X 0.5 -0.6 ZONE Al 0.4 ( EL 11 ) Soo X0.5 X0.3 0.3 0.5 0.2 0.5 -.0. 1 0.6 X 0.6 0•5 1 . 1 1 .2 S A L T M A R S777 � l / i _ 12 - 1.4- - - - - - - - �\ MAP 020 PARCEL 003 PROPOSED STAIRS PLANS ACCOMPANYING PETITION OF ROBERT R. BENEDETTO PROPOSED DOCK AND STAIRS 359 SANTUIT ROAD COTUIT, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS MAY 5, 2014 100-YEAR FLOOD A-11 EL = 11.0 (NGVD 1929) ELEVATION DATUM MLW I CERTIFY THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES.AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR SHEET 3 OF 5 ROBERT R. BENEDETTO• o - MAY 5, 2014 N p 1 , II II _ �. PROFILE VIEW p) N U I U = In ,1 J V) m F a O N 11 °° oLLJ o � O J ,- Q ® w 1_`' m Q w cn j of o W p = N w U) O Z W W a o a O N J w " N rr � L—wi Z 11 Q W Z O ,� Q J 1 J Q LZ V) < 1 w v� w z cn oF-o °0 . O ��V) ® p, - V) o'N � m Qz� .� moo 00 fnUU 11 TIDAL RELATIONSHIP TO NGVD 1929 ` 2.76 MHW I 2.19' NGVD 29 1' 1 1.38' 1, i MlL 0.81' NGVD 29 2.76' Ln< ��� 1.38, 0.00' NGVD orf `r 0.57' 0.00: MLW -0.57' NGVD 29 av) TIDAL RELATIONSHIP TAKEN FROM SE 3-4233 PLANS ACCOMPANYING PETITION OF ROBERT R. BENEDETTO PROPOSED DOCK AND STAIRS 359 SANTUIT ROAD COTUIT, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS MAY 5, 2014 1100-YEAR FLOOD A-11 EL = 11.0' (NGVD 1929) ELEVATION DATUM MLW I CERTIFY THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR SHEET 4 OF 5 . ROBERT R. BENEDETTO MAY 5, 2014. 4" x 4" TREATED POSTS 9' ON CENTER D E T A I L S ALLOW 1" SPACING BETWEEN STAIR TREADS RELATE SLOPE OF STAIR TO SLOPE OF GROUND M EXISTING GRADE 2" x 4" HAND RAIL 2" x 4" KICK RAIL 2". x 12" TREADS OR THRU-FLOW DECKING 6 -2" x 4" CLEAT OR DADO GALVANIZED BOLT CONCRETE BLOCKS EMOVABLE END SECTION (IF REQUIRED) LCARRY POSTS 5' BELOW GRADE ELEVATED STAIRWAY DETAIL BOARDWALK 4" X 4" POSTS 2'IX 8" ELECTRIC SERVICE THRU-FLOW DECKING WATER SERVICE VARIES 18"-30" 2"X 8" CROSS BRACE (OPTIONAL) SALT MARSH SURFACE DETAIL A-A N.T.S. PLANS ACCOMPANYING PETITION OF ROBERT R. BENEDETTO PROPOSED DOCK AND STAIRS 359 SANTUIT ROAD COTUIT, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS MAY 5, 2014 100-YEAR FLOOD A-11 EL = 11.0' (NGVD 1929) ELEVATION MLW I CERTIFY THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR 1 . SHEET 5 OF 5 ROBERT R. BENEDETTO 4� I MAY 5, 2014 4"X 4" HANDRAIL 4" x 4" D E T A I L S FAUCET 3"X 8" ELEV. 5.5" MLW ELECTRIC SERVICE WATER SERVICE L.I �. 2 X 10 DECK 4 2 _ 390X 8" 1" SPACING (TYP) J 3"X 8" CROSS BRACE ALL PILINGS 12" DETAIL B-B N.T.S. 4' 4" X 4" HANDRAIL 2"X 8" DECK 1" SPACING (TYP) EL. 5.5 (MLW) 3 X 8 & 3 X 12 JOISTS 3„X 8„ ELECTRICAL SERVICE /; ; WATER SERVICE • 2"X 10" CROSS BRACE (OPTIONAL) DETAIL C-C N.T.S. PLANS ACCOMPANYING PETITION OF ROBERT R. BENEDETTO PROPOSED DOCK AND STAIRS 359 SANTUIT ROAD COTUIT, MASSACHUSETTS COUNTY OF BARNSTABLE, MASSACHUSETTS MAY 5, 2014 100-YEAR FLOOD A-11 EL = 11.0' (NGVD 1929) ELEVATION DATUM MLW Rnnv IC 7 DAn[ Q� N 1 CERTIFY THAT THIS PLAN HAS 0 GR SCALE a N 20 40 80 BEEN PREPARED IN CONFORMITY WITH THE.RULES AND REGULATIONS OF THE sCH oL ST. REGISTERS OF DEEDS. C 6 R.L.S.; LOCUS LOCUS MAP SCALE 1 25,000 ASSESSORS MAP 20 PARCEL 3 ZONE y M.H.B. FND RF do A.P. • �.rtllr M.H.B. FND. zt l,"�� o . Je� s \ M.H.B. FND. CO �� 51P l \ � :3 ) � Lt. • Re31520� C.B. FND. L�159.00' P F ,1�VP,1 LOT 1 n' I O o/ S45 36'08"E g �11 • tit a� LOT AREA OF UPLAND r ' 1 OFF P 71�,471 sq. ft. J �� P, 0.16' Al 5 led tia v L64 acres g1,5 . I• , �?s �1 ,�yp� ry ' � I A _ '� PIP BOG • C.B. FND. PIPE " ter ; $ A81894 RIC p DITCH• —_ H 492 P�l OPEN — '�`-- ----- � 4 2 --- AL AL(_ I AL AL AL WETLAND AL / I 0.18 acres I hJ AL , JL • yP�� PR lC.B. FND. K S19 Off "W 2 CE I 0.44' 248 16' UNIT KESts 3g?S 4 I e/100 C.B. FND. �4 840 R.a 15.00' fi . 106' L m 29.31• 129 31 C B D. iO N 3 O N7j-So N04.46'21"E �, �i PLAN OF LAND 5 q5 O p5 49' a IN C B. FND. �' 'L 40' s `40�0 �pk s �Jss'�S. wtnf PRrvq� (COTUIT) • 72y��+. 1g41j, f BARNSTABLE MASS. FOR R e 3.75' RICHARD H. RYDER . • L = 23J5' LP. FND.� HIT SCALE: 1" a 40' DATE: FEB.05,1992 1 HEREBY CERTIFY THAT THE PgOPERTY LINES SHOWN HEREON ARE THE LINB9 DIVIDING BAXTER & NYE INC; EXISTNG.OWNERSHIPS,AND THE LINES OF THE REGISTERED' LAND SURVEYORS POLO:RAP��IRI ATE WYS AY9WOR STREETS ALREADY CIVIL ENGINEERS ESTABLISHER.AND,THAT•NO.NEW LINES FOR OSTERVILLE, MASS. DIVISION OF EXISTING O11YfllSHIP OR,,FOR NEW WAYS ARE.SHOWN , , \ p Q C NYe Q.1.�j REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER a° �82000 - I . ■ 61 I■ . :. � . .= ■ice ■■ _�� - II■ w A -- - • ■I■ ■I■I■■ It®I®li I I I\ IMINI�.�I� NEW II _ ► j � I I I �� I I I1- I_ I I I li � I • I I I� �► �b Ifs `- � i- I I � I I III ►1� � ��II i - I� \!■I!!I r'_o-"lIILI! !I® l IIIII � � =1,11s�l��ll l li � l', �IIIIII M■'�i11���1 .a��e lii■■��,.JIII. _.�.i./I,i.__,.Ililiii _■�®I .. III 1 I1�111 mom I��IIIIIII ■1�1 III■■I■�SI 111■I■ �11111 IBM_ _ illy -►� !m�i� ■1 I�®I■■®�I®1■ NMI --.NJ®mill"�---i■ �. ..- � - - - ,:, . . �. - ®lEli �_.�_ rl i■ ■; NJ M1 i■ :1�iyis���l It�'� ■ � ■III ®m �Ii-Nil - - Il■. IV - Nil :O "s pORMER.SIDEWALL 2x4 STUDv�i0t BTWN 2, Fi. ON WO ROttI.°i'EA. 31dE 4l. - v i STl r-W Zt l tDOIER R r . � .. SEE DETAIL �. - , Ap - , f k _ 2 3 x l' , r . 3 � s � e f • , .. F ..y. Rl. KE 0.. R . Ile nArl e . " e K 12 ' tZ .. c- 3;3 �. ' c �• - �t9 � .. N � .. is x 6` /.c r , a ` r.' PI"' 4LV 2 1 . y ROOF FR; F 12 r {; r �} SIDEY/ALL r' x 10 2 RAFTEi� 37U g 2x4 . _ w r I '1xd� D8 16 O/C BtWN PL x 6 COLLAR 2x10 RdTtf7S 1=A;311�E CMEVItALL °�T� ; 2><S ON ct�,1 RAMR REN07E5 SOL. n, , SEE DETAIL s1 41 - bM 12 , .o ¢ k4E v i � .a . �S 10 41 5%h t v ��p _ ' C�ONTIL V (— C)OR=R91DEWALL 4 STriDSo i6'O/C 6TIhM 2x4,f'L. 2 2x10 RA 17S EA SIDE OPWALL 4 r-WJSY4DOWER'RAFtER °SEE DETAIL 121 777 e .,+ a -• , , , 1 iDC� r wag 2xo COLLAR TIES F'80f 1481 - .. �� R. �G��. - S�r o 2 0� 2 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, AND IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. RPLS " XTER NYE ENGINEERING & SURVEYING DATE HB FOUND EDGE OF BROKEN PAVEMENT MHB FOUND E'r ASSESSORS i MAP 20 PARCEL 3 FLOOD ZONE A11 (EL 11) do B G yd�e 51� 9�, Opp. A. P. / 1 RF A-1 MINIMUMS AREA - 43,560 S. F. FRONTAGE - 150' / FRONT SETBACK - 30' ZONE C i Q I SO. A-2 a SIDE SETBACK 15' / I al %ZT REAR SETBACK = 15' , LOT 1 / I �I a 20' BUILDING SETBACK LINE I 0_ FROM CENTERLINE OF SANTUIT -1 I of o ROAD - UNDEFINED PUBLIC WAY LOT AREA OF UPLAND I ZI 2 71,471 S. F. t f Wf A-3 a DATUM FOR THIS PLAN IS NGVD �\G\P F• 'S 1.64 ACRES CB/DH FND Q P. bj SB-03B �� ' SB-028 CNS CB FOUND EL = 16.05' 1 r { -_ B-01A s 9 roResTec � / _r SB—Ol O g UP-LAND 4� C9� ZONE B '. � � 2 a PIPE (SE 3-3"2) �� r � S8-02 SEND OF,2.PIPE SB-03 INV. EL 4 ��� �Q� m ` O ZONE A11 MSAARLS H wRA-5A A-4A ( EL 11 ) a WRA-7A MIRA-6A wRA-� ZD.b 40 _ A- 1T'3 EXISTING FOUNDATION ( 14`�. A-10 : A- + (LOCATION DATE 11/22/09) i AL A-4 A-e A-T `� g N/F RICHARD F. SEELEY, ET UX. 9 i SALT A g9' 9 0 '►- a�.4 i' � a MARSH A-3 �pp�''�'py I 6 9• r� . 359 Santuit Road Apr,# EXISTING WORK LIMIT A-2 4 c,0 (FIELD LOCATED) eo e ' i a Cotuit, Mass. a • _/ Uso, EXISTING FOUNDATION i i' a PREPARED FOR T.O.F. = 18.9 (LOCATION DATE 10/15/09) Robert R. Benedetto 9 100, r I A-12 N 'S 38�?5 v R / ► f w Ir r EDGE OF ABANDONED ME 3S9. I CRANBERRY BOG DEFINED BY f ' E. 2-�9M gyB 2 " p ���'� Foundation Certification Plan ENSR 9-3-99 " SERIEJ ', f FIELD LOCATION SA' XTER & NYE. INC. "/F JON CB/DH FND ' + PROPERTY LINE 9-27-� BAXTER NYE ENGINEERING & SURVEYING �EM$E111 EL-16.19 42.90 1 A-13 a Registered Professional Engineers and Land Surveyors Q f 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 0 �- 3 Phone - (508) 771-7502 Fax - (508) 771-7622 e 40 0 40 80 �--•�. PRiv ,Q t� SCALE IN FEET VA O Q Z SCALE A" = 40 DATE: November 23, 2009 �I q o.Lz I REV. DATE. REMARKS SE 3 - 4203 $�C Sn.�o� l - �--�oa� CPP Amended Order of Conditions mww Nuum 0: 1995 95036 95036c .dw 95036 ,� �atGT i HB t7nu CM OF �� PAVEMENT MHB FOUND JI _top1 *4% 0� � d le Of A-1 sRl . . ZONE C A-2 a � f LOT 1 '� ,` %� s LOCATION MAP X-0.3 .�( ,,�'�•A+ LOT AREA OF UPLAND ' r A-3 X-0.2 V 61 0� r 71,471 S. F. f r r , a i' !� '!t`L$• ; 1.64 ACRES f r ' X-0.2 x-0 DOC c6 H FND • �/' / S ? CNS CS FOUND x-0j X-0.3 J X O.o X-0.3 + I , `s EL 16.05 _ -(tOCfiQAP1�IAffw 'Q91 V/ /'' �» r ' B-01 x-o.e X-t.1 X-0.1 �; , FIND - - - SS-01 C0.12 X-0.4 X OAS ,� .' j r s ,' ZONE_ B N[IM PIEE(!E 3-MI) SS-02 P' x 0.3 x a - µ Et.�z , SS-03 x-0 0 P x-0.t x-wx ZONE All x 0. 1.1 M �►Pf 1,S H' ----t 'W EL 11 0-5 ob X-1.0 X-0.1 �� X-0.1 X 0.4 A-10 x o.o x-0 x at x o.2 �• X oa - l - - - _ - rt + ' N/F RICHARD F. SEELEY, ET UX. x-o.t x0.1 s r ,e --` - _ -- __ -_ + / NG ,WATER MAIN SAL ;MTED, 10/ 9/09) x o.Q1 A R S H , r � + , 9 r x01 , • ` to ���a�l A-11 X-0.2 r "� col - / , x o. EDGE OF WATER STAIRS r ~ -_-_- �1AC►` /�' / , , 04-29-2011 ~ - t 1000 'as x 15.46 3 DOC W EDGE OF ABANDONED CRANBERRY DOG DEFINED BY I. E. P. 2-5-92 fw A—SERIES + ' ENSR 9-3-99 N SO SEMS PROPERTY , r FIELo UocAnDN LINE + ' ' i BAXIER & NYE, INC. 9-27-90 NAP JON J C8/DH FND EN$EN EL18.19 42.90 4 359 santult Road WIII Q p r cotult, bass. PREPARED FOR 84 Y Robert Rn Benedetto ASSESSORS PRI VA MAP 20 PARCEL 3 FLOOD ZONE All (EL 11) k B Proposed Dock BAXTER NYE ENGINEERING & SURVEYING 1 � DATUM FOR THIS PLAN IS MLW Registered Professional Engineers and Land Surveyors 78 North Suet- 3rd Floor,Hyannis, Massachusetts 02601 j Phone - (508) 771-7502 Fax - (508) 771-7622 40 0 40 80 SCALE IN FEET DATE: 08/30/2013 SCALE.1" = 40' -- 06 IN OF Mq\ s9c�TEPHEN REV. DATE: REMARKS . SE 3 S17 7 No.3021E ' Order of Conditions Expires: /7 ��oc9 STEF�� FSSfaNAL ti�G\�� 2- 19f 0A 1995 95036 95036_WS—MLW—dock.dw 95036 r STAIRS TO BE SET IN FIELD IN CONSULTATION WITH CONSERVATION COMMISSION STAFF. PROPOSED STAIRWAY 112' BAYS O 8' D.E.P. File ME 3-BAYS O 12' .S177 Order of Conditions Expires 3•/�- 20/7 DOCK EL. 5.5' I. ALLOWABLE LENGTH 170' T 2 = 85' M.H.W. 2.76' PROPOSED LENGTH = 85' M.L.W. 0.0' 2. PROPOSED BOAT: DETAIL A-A DETAIL B-B 3. NO WORK IS TO BE DONE UNTIL FORMS A dr B ALONG WITH REQUIRED EXISTING BOTTOM DETAIL C—C PHOTOGRAPHSARE SUBMITTED TO CONSERVATION COMMISSION. EDGE OF SALT MARSH (4-29-11) 4. FIELD ADJUST PROPOSED STAIRWAY TO AVOID CUTTING LARGE TREES. 5. CUT BRUSH AND EXCESS EXCAVATED SOIL TO BE REMOVED OFF-SITE 4' 6. STAIRWAY LANDINGS AND SPACING SHALL CONFORM TO APPLICABLE BUILDING CODES 4" X 4" HANDRAIL ' i 7. DOCK LIGHW TO BE REVIEWED AND APPROVED BY CONSERVATION STAFF: 2"X 8" DECK EL. 5.5 (MLW) 1" SPACING (TYP) 3"X 8" & 3"X 12" JOISTS 3"X 8" ELECTRICAL SERVICE ; WATER SERVICE • 2"X 10" CROSS BRACE ELEVATED STAIRWAY DETAIL (OPTIONAL) TDAL RELATIONSHIP TO NM 1929 4" x 4" TREATED POSTS L76 rt W 1 ZI9' NGVD 29 9' ON CENTER ALLOW 1" SPACING BETWEEN STAIR TREADS 1.36' RELATE SLOPE OF STAIR DETAIL C-C TO SLOPE OF GROUND N.T.S. MR 0.81' NW 29 Z76' GRAADE 1.38' 0.00' NGVD 2" x 4' HAND RAIL " 4' 0.00' MLW -0.57' NGVD 29 2 x 4 KICK RAIL ,-• I ? 2" x 12" TREADS OR THRU-FLOW DECKING " 4" TIDAL REIATIDIrStNP TAKEN FROM SE 3-4233 2" x 4" CLEAT OR DADO HANDRAIL 4" x 4" ;� GALVANIZED BOLT FAUCET CONCRETE; BLOCKS " 3 X 8" ELEV. - 5.5' MLW EMOVABLE END SECTION (IF REQUIRED) ELECTRIC SERVICE WATER"SERVICE 2 X 10 DECK RADE 2 - 3"X 8" 1" SPACING (TYP) 359 Santult Road CARRY POSTS 5' BELOW G �� �` ��' '��� � 3"X 8" CROSS BRACE cotuits mass■ ALL PILINGS 12 PREPARED FOR Robert R. Benedetto nn.E BOARDWALK DETAIL B-B Proposed Dock • Details 4" X 4" POSTS N.T.S. E cTRI 2"X 8" BAXTER NYE ENGINEERING & SURVEYING SERVICE THRU—FLOW DECKING Registered Professional Engineers and Land Surveyors WATER SERVICE 78 North Street- 3rd Floor,Hyannis, Massachusetts 02601 34 VARIES Phone- (508) 771-7502 Fax - (508) 771-7622 18"-30" 2"X 8" CROSS BRACE (OPTIONAL) SALT MARSH SURFACE �f DATE: 08/30/2013 R9�ss9� H N REV. DATE: REMARKS DPn2 No.3o216 'S'�44ST,�4c�0\ NA E��'/ DETAIL A-A s�o L N.T.S. 13- �/� 0: 1995 95036 95036_WS—MLW—dock.dw 95036 i 6 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, AND IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. to-IL t- 2dc�t RPLS N ±TER NY ENGINEERING & SURVEYING DATE �N HB FOUND EDGE OF BROKEN PAVEMENT V" MHB FOUND ASSESSORS 5; �� MAP 20 PARCEL 3 O D a W► FLOOD ZONE Al (EL. 11) & B lot- RF / A-1 MINIMUMS AREA = 43,560 S. F. P oR�.trW FRONTAGE = 150' ZONE C I I A_2 FRONT SETBACK = 30' I I SIDE SETBACK = 15 I ' REAR SETBACK = 15' LOT 1 /• I JI AL 20' BUILDING SETBACK LINE co i Q �I FROM CENTERLINE OF SANTUIT LOT AREA OF UPLAND �• ! Of Z ROAD - UNDEFINED PUBLIC WAY 71,471 S. F. f / if A-3 A DATUM FOR THIS PLAN IS NGVD V \G\P F• c �`L 1.64 ACRES t CB/DH FND Q P. SB-03B CNS CB FOUND i I SB-026 EL = 16.05' I - ; $b'j B-01 A `9 FORESTED uPvND _ _ SB-01 D ZONE BST- 4� 2 o An i EW PIPE (SE 3-3772) /� / Q SB-02 PC/ ENV. OF PIP „-- ' - i o SB-03 D SALT EL- /ac / m AL ZONE Al M A R S H EL 11 ) ( WRA-8A WRA—SA WRA-4I` / AL WRA-77A / WRA-8A ZO•g u ' / / A-9 I / A-10 AL A— A-6 A-7AL In �, a N/F RICHARD F. SEELEY, ET UX. A-s g9, 9.9 w � SALT A �'�'�� M A R S H —3 �.�y�� e9� m ;' ' A-11 359 santuit Road ��'°°�P� EXISTING LOCATED) ' Cotuit, Mass. � 39 8 � / � AL � A-2 0� .� Q ��• s�� ;/ ;' �$ , EXISTING FOUNDATION PREPARED FOR �,, � 9 o � T.O.F. = 18.9 / (LOCATION DATE. 10/15/09) j Robert R. Benedetto 100, / I A-12 ry `�. I ► EDGE OF ABANDONED TITLE w 3$g• .� CRANBERRY BOG DEFINED BY I. E. P. 2-5-92 N A—SERIES Foundation Certification Plan ENSR i FIELDL LOCATION ` ;) a! BAXTE9 2 NYE, INC. NSF JON J CB/=1 .19 '42.90 PROPERTY LINE A_13 , BAXTER NYE ENGINEERING & SURVEYING ENSEN EL. 16.19 2 90 i Q Registered Professional Engineers and Land Surveyors 0 r 78 North Street - 3rd Floor, Hyannis,Massachusetts 02601 3 Phone - (508) 771-7502 Fax - (508) 771-7622 N @ ? 40 0 40 80 SCALE IN FEET PRNq 'p p N� of SCALE.1" = 40' DATE: October 20, 2009 M o Z O Ln REV. DATE. REMARKS 7 SE 3 . 4203 x CPP w Amended Order of Conditions > DRAWING NUMBER 0: I995 95036 95036c .dw 95036 Ln Cn . MHe FOUND EDGE OF BROKEN PAVEMENT MHB FOUND LOCATION MAP COT QUADRANGLE SCALE-- E 1:25,000 � 11 ASSESSORS / MAP 20 PARCEL 3 FLOOD ZONE All h B / � ✓ A.P. A-1 RF MINIMUMS �i+ / , / ZONE C AREA-43,560 S.F. i' i ' O FRONTAGE-150' ' ���N �''/ • I FRONT SETBACK-30' - �i•,/ SIDE SETBACK-15' / / I A-2 REAR SETBACK 13 �� .' � 8 I 20'BUILDING SETBACK LINE q,yQD' W FROM CENTERLINE OF SANTUIT 'p i { .�, ROAD-UNDEFINED PUBLIC WAY Qr� J DATUM FOR THIS PLAN IS NCVO LOT LOT AREA UPLAND / ; ' ' / ;I�+ �� 71A S.71 S.F.k m 10 V ` /�' `1'y1. c 1.64 ACRES3 / I` 8 A-s -038 P1 OCB/H FND w&WRA FLAGS ! I 34•VC,PwN EIEV.i1 THIS AREA dosTMB e jJ!WRA FLAGS DEFINE INTERMITTENT, ' __ / ,M THIS AREA sTRNEDAMB BANK Da ,ed10// -10'" =^� ,, / SE 3 • 4203 STREAM BINTANK WITH VEGETATED*ETLAMD` 1. - I :_ �I I -028DUSTING 24" 0.CLAY _-_---` PIPE DRAMS PROPERTIES Request for Amended Order of Conditions -OIA 4I,q FLaW TO EAST OF LOCUS AND -` / ���, FORESTEb -- END-OF__ _ I______ - .``• = ,��T7 'TSB-01 IPASSES UNDER ROAD . r\\ CNS CB FOUND ciA1 _ ( n EL-1605 / - UPLAND 'W ///, INV EL 4.0!(WES» ZONE B %. CONSERVATION NOTES: �. .- - es December , 20 ) I 1 z /srATE REGULATED ' /74 / SE 3 4203 (Permit TION 29 09 P $ COASTAL BANK i C` s = L J� - _ � ^a{W�=u ! -PROPOSED HOUSE CONSTRUCTION -SEPTIC PERMIT 98-153 _ EMT O►MIORIC ""_ --'_WRA- -- `� / (FOR EXTENSION PIPING) _ pp6 - / e SE 3-3722 (Permit expired February 21, 2007) O - - _-____ _ - _ , / -PIPING OF DITCH SAC 4 .YEAR FLOOD 11`/ - -r_- WRA+1_ _ - - 1IAT101I /Il THE PURPOSE OF BE 3-3722 IS TO REPLACE THE �.Lr - _'f "!�\. 'BARK'y-. 'Q DUSTING 10-INCH DIAMETER CULVERTS WITH A SINGLE ZONE A11 -M A K S 1. /�a/�/ /1 i// //1/J, _ '~ A-10`-- _.'���• 1 1, 24-INCH DIAMETER CULVERT. A GRAIN MANHOLE IS /, J , ../_r WR y.� __ -' �" u, PROPOSED CULVERT ERTCONNECTEM1�E EMAD. 24-INCH ( EL 11 ) /i fi= �/f WWA. / / 2.61A CRA6E BEAM•1YITN_ --' j•' '1 /; �....�._ ,.,....a. K r T < 1, I/f I y, ONCE CULVERT IS INi ALLED,IT�RW WALL BE J O GyY . BACKFILLED WITH CLEAN FILL FREE OF ANY _ _ _ _- _ -_ ,-' +• h' A-10 THE FIESUL7NIC SLOPE WILL BE LOOAMED AND®1NEN ___ _ '__ - - - ___ _ - WA R ,SERVICE__-' aIJ` TANK / 114G GF,,PE A- FDR BARN,- ' A'1E�N•B PLANTED WITH NEW ENGLAND ARM 1HEEt dtASS - / �, MIXTURE. THE LOANED AND 9Emm SLOPE MLL BE _ � I i / / �rn��FA� COVERED WITH A CEO-JUTE MATERIAL UNTIL SEEDING - - BROKEN PAVEMENT IS WELL ESTABLISHED. WINIERBERRY,BAYBERRY AND BLUEBERRY ALONG THE YAl1 SE PUNTED AT 3 FT.ON _�- _.____ ___ _ -_____ / WIDTIT 12•! CENTERS ALONC THE PROPOSE FILL SLOPE 10 PRONDE A-4 A= _ _ _"_i __ ___= _ __= ' % / N/F RId1ARD F. SEELEY, ET IIIL � _ -_..- ....____ ______- _ _ _ -�-�'�--�- o ADDITIONAL SLOPE STABNUTNIN,WILDLIFE COVER AND _____-____-_ -__-- -'9•r AESTECTIC VALUE S A L T _ --___"_- - -___FPa�"_OwpL1M41M� �• / / M A R S H AL A-3 S+ Y FIND ° r,�y I. oAaAGE / A-11 359 Santuit Road - '"� ► OUT Cotuit,Mass. -- _-____ PREPARED FOR "-2 Robert R.Benedetto III TITLE WRA-, ��,so, 1 °` i` ; °° Wetlands Permit Plan Nod 11 "-12 BAXTER NYE ENGINEERING&SURVEYING VIVO - , ► I; Registered Professional Engineers and Land Surveyors H7e_'3•W / // I I 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 3s9•: r j I I 11Y CREDGE OF ANBERRY BOG DEFIN ED BY Phone-(509)771-7502 Fax-(508)771-7622 S. ! I 1.E.P.2-3-92 •- A-SERIES - 20 0 20 40 K E Y I ENSR 9-3-99-SB SERIES 4�•� ,�eyo5 BAX�I!°CNI'M INC.TIO SCALE IN FEET 1P I 9-27-99 1E SC4 1•-20' DUSTING CONTOUR o � ( I REV. DATE* REMARKS -16 PROPOSED CONTOUR CB/DH FIND Ar 73 I I PROPERTY LINEo /LZND sAk .,� A 02-05-01 Per Con.Com.Comments NA- BOA/ 44 1Y I I I A-13 Fo` TEPHEN ice\ B 11-19-04 Revise Groding A-12 WETLAND DELINEATION POINT BY 1.E P. �N M ( -. 1 Q I C 08-16-06 Rev.Prop. Layout 58-03 WETLAND DELINEATION POINT BY E.N.S.R. to 11-10-06 Request for Amended Order 10 cif he E 12-22-06 Revise Work Limit I JrrQUA_L_E\� F 02-23-07 Delete N1 for SE 3-3722 e WETLAND AREA I Variance Requested.,O ( �l ,f„�9 G 1 07-03-07 1 Revise Houm Add Barn H 07-26-07 Variance Request 6-0- PROPOSED FENCE (I; LLyy,, CHAPTER 3e0-1: To ALLOW SEPTIC TANKS 7O BE 33' I 11-26-07 Proposed Pipe Extension STRAW BALE AND SILT FENCE 8NI FROM THE TOP a A COASTAL BANK(STALE D _ equest for DEFINITION)M LIEUOi t00 K 04-29-08 Revise o Ames od Order DATE:September 1:2000 EXISTING WATERLINE 1� v olAProe 3e0-1: 10 ALLOW A RESERVE AREA TO BE Be'FROM THE TOP OF A COASTAL BANK(STATE L 09-10-08 Revise Born Location h. a DE7WnBON)IN LIEU OF 100' M 09-24-08 Add Conservation Restrk*n a 1 VARIANCE REQUEST APPROVED THE BOARD OF Revise Born Location C■ HEALER AT ITS AUGUST AL MEETING REFER 70 - evrse Water ne o m (� LETTER BY BOARDD OF HEALTHH 7 DATED DATED SFPTEMEIER 4• 2007, 0 t -26-09 Pi Inverts pRAMNG fMIBER ftVAT, � ' 0 `7 P 01-21-09 Revise FkKee 3 gum IncaFbre 5 95036 95036cs10.dw 95036