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Home My WebLink About0149 SEAPUIT ROAD ��-- —-�:� --"—_.__--�y�� _ a — -- .� r I i i f a fl �i I t t e � r l ,.� �X+i�+..�yrw _ ..-� ry. D. __ _. .� _ lam. �.:y-t'„ ,� t t �. �� . �_ _ � f 4 _ - 4. �,� ��. _ - - - - - - - .. ... - �+ .. � _. _ � � -. - _ _ _ _ �. ` - Y, _ � _ w f�� -.. 4i�`- _ � � '.�- .. = - -. .<�� _ _ - o - _ - � - �_ _. _. - _. - � _ _ _ - - '.� ! - - - - _ {, � . . _ - _ ` � 11 jF� __ r 1 �_ _ .. - _ _ -_: �, _ _ _ _ t , �_ __ } - _ -. _ r k� _ , � � -�. _ _ _ - — _ S l _ . � , - �. Y �� ,r 9 -_ ----� �� sue:° �� .-�� :�� .� �.. r� s t' Town Of Barnstable �a Building Department - 200 Main Street MUMSTABLE, Hyannis, MA 02601 9�A MASS. A g (508) 862-4038 AS& �0 rF0 MA'S Certificate of Occupancy Application Number: 85972 CO Number: 20080334 Parcel ID: 095013005 CO Issue Date: 06108109 Location: 149 SEAPUIT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: SILVIA, RONALD J. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Bui in epartment Signature Date Signed r � J• ;r. a ,,;�,;•; 'tom _ c ,l- .. J �. ,a.7 s✓ ��.a3 r'�l i, a\t �� lt.:l.�lJ lSf.. .. !Ct{.�a,� 815�J L)EA:S C E I C„TL'1i rf b 40' _ �� _A*Lj1 lit <'AR Pi,-t jDA SYTLI.E' rW Department of Regulatory Services .NG0LG' 1PA-! IN"tIE DYTACHEI) 1 R 'f E'. �► aF'i ow► * • BARNSTABLE, MASS. 039. BUILDING DIVISION L'ATE SSUE ) 08 0 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBIN5 INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �t�/C,/ 2 ��'�6'1 Cto `.�J�.S/G�(v oaf - 2 ` �'+ q -P�� 2 /L`� WILn/z> J 5- 'ate aK 1s�5 � 3 V 1 KEATING INSPECTION APPROVALS ENGINEERING DEPA MENT 019 �.-, BOAF�1� 4 H a7,-CIS _ OTHER: SITE PLAN REVIEW APPROVAL try AAA,., 'CA ' O WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR,BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o1q Map Parcel : I �� Application Health Division Date Issued 3 a Conservation Division .Application Fee Planning Dept. � � "-,Permit Fee; ems. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address q u T R4D Village DSTe2vi i le Scorn 4i'e.� Address SAA4 Owner A.'t'. �1S�e1� - Telephone Sy 6 "W 11 gS'(00 Permit Request IOeLx>wAkni ao Fiv /Ye 1'} (0 P14 Qoo&A 60Y A& OkSAA. MAJW fae. a iv w/ c_e 11 niviv Square feet: 1st floor: existing108 proposed G 2nd floor: existing'9o4 proposed Total,new Zoning District Flood Plain Groundwater Overlay i"8o� Bav opt Project Valuation onstruction Type'bAgQfAe X 44004/44*0 34 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,� Two Family ❑ Multi-Family (# units) CJ Age of Existing Structure 4-6 Y95 Historic House: ❑Yes YNo On Old Kings Highway:Q Yes EfNo CD Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area(sq.ft.) °} Basement Unfinished Area (sq.ft) = Number of Baths: Full: existing new '''� - Half: existing v) near Number of Bedrooms: 5 existing !new Basc m�N i' Total Room Count (not including baths): existing 13 new 3 First Floor Room Count Heat Type and Fuel: 3/Gas ❑ Oil ❑ Electric ❑ Other / Central Air: 5Yes ❑ No Fireplaces: Existing 4_New - 0 - Existing wood/coal stove: ❑Yes �f No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: N fA Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) i P4,,,t. n1 4%Z.N c 4 ce.tl Name Co.C..7: r3ow d NAg .??.je. Telephone Number .S`V 8 .77(Q -4'4 11 Address PO.�L ayc SD9 /U�4QSr}Ot-� �'1<<�3 License# CS - 51931 Home Improvement Contractor# /So)a S 3 Worker's Compensation # W C D60 6737'q ALL CONSTRUCTION DEB TING FROM THIS PROJECT WILL BETAKEN TO LnAtik Fill & erT SIGNATURE BATE 3Z g�l� FOR-OFFICIAL USE ONLY APPLICATION# DATE ISSUED,_ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: - -FQUNDATION_ 4 FRAME �o INSULATION, FIREPLACE ELECTRICAL: ROUGH FINAL: PLUMBING: ROUGH FINAL <GAS:- ROUGH FINAL .FINAL BUILDING. ill : ..DATE CLOSED OUT ASSOCIATION PLAN NO. J �s The Commonwealth ofMassachusetts r ^; I Department of Industrial Accidents Office'of Investigations P, IirJ� �� 600 Washington Street \ rK/ Boston, MA 02111 wwiv.mass.gov/dia -Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Individual): Q. C..J 7544U-2S �1•>I� • Address: ORo lbow 5b bb&e Malf Ma _ City/State/Zip: OAto Phone #: SOS • 774 -41499 CeI/ Arey an employer? Check the appropriate box: Type of project(required): I. I am a employer with "J 4. ❑ I am a general contractor and I 6. ❑ ew construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole.proprietor or partner- listed on the attached sheet. t 7. Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp, insurance. 9. ❑ Building addition [No Workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.}t employees. [No workers' 13.0 Other ' comp. insurance required.] *Any applicant that checks box N l must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site ,information. ` I Insurance Company Name: N dl✓A� Policy#.or Self-ins. Lic. #: � ��7'4 Expiration Date: OF Job Site Address:. 1 Aef 54ARaX ME City/State/Zip:_agba&//e I` 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 fine up to$.1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of STOP WORK ORDER and a fine of up to$250.00 a day against t Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D r insurance cov rage verification. I do hereby cer 'y under the pains penalties of perjury that the information provided above is true and correct Si nature: Date: S U Phone# - 7TG ` q4 4� PAvC /11�2ZnlI}� Cel( Fusly. Do not write in this area, to be completed by city or town official Permit/License# ity(circle one): alth 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as ".,.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another:who:emPloys,pers'ns to.d&, aintenance, 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." Y 1 ;.? MUE"chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or • �'. renew+al,6f'a,,{ice6se'or�pe'rmit to operate a business or to cons truct,.(uildings: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 1-?idence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely;by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are.required to obtain a workers' compensation policy,*please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials d Please be sure that the affidavit is complete and printed legibly." lte'beparhn'&iit ovided a space at the bottom of tie.of fidavit fot you to fill out in the event the Office of lnvesti tions<has to contact you regarding the applicant. Please'be surelto fill in the permit/license number which will be used'as a reference humber. In addition, an applicant tl a>.must,s.ybmlt multiple permit/licease applications in any given yeax, need only_.submit„one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant sfiou`Id write"alI locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's'addres's, telephone and fax number: The (7ommontiyealth.of Massachusetts Dep'actn)FUof Industrial Acciidentsd 3 Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 CERTIFICATE OF LIABILITY INSURANCE D /DDIYYYY) 3/16/16/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE AOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Fair Insurance Agency, Inc PHONE (508)77$-3131 No:(508)790-1677 P.O. Box 430 E-MAIL ADDRESS: 619 Main St. PRODUCER C D Centerville MA 02632 INSURE S AFFORDING COVERAGE NAIC# INSURED INSURER A National Grange INSURER B:Savers The Waquoit Group LLC DBA GCI Builders, Inc. INSURERC: PO BOX 509 INSURER D INSURER E: Marstons Mills MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBERnaster REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL S BR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY KP143707 05/28/2010 05/28/2011 EACH OCCURRENCE $ 1,000,000 DA AGE TO RENTED X COMMERCIAL GENERAL LIABILITY 'REM ISES Ea occurrence $ 50,000 A I CLAIMS-MADE ❑X OCCUR MED EXP(Any one person) $ 5,060 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY E a LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ � HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION NCO002374 5/28/2010 05/28/2011 WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? El NIA (Mandatory In NH) EL.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Pat & Ellen ?Scannell ACCORDANCE WITH THE POLICY PROVISIONS. 149 Sepuit Avenue Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Kathy Silvia/FAIJSl IV-- --:9e/✓7 17-- ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD RME T rO'y Town of Barnstable' ? srAH Regulatory Services Thomas F. Geiler,Director cb Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 n'ww.town.barnstab f e.ma.us office: 509-862-4038 Fax: 508-790-623 .y fir' Property Owner'Mus t` z • C Ite am I Y . . P f Us in g A Builder r,— r';t l,.►� inn � _ ,, . as Owner of the sUject.pmpem, hereby authorize to act ou my behalf, In all matters relative to work authorized by this building permit application for. (Address of Job) igna-lure of Owner � a Print Name If Prope�is applying for ernlit lea Homeowners'License Exemption Form on hse co-rnplete the e reverse side. Office kof mer airs dsiness ego ahon TD HOME IMPROVEMENT CONTRACTOR Registration: Type: Expiration: _8111%2012 Private Corporatim ERS PAUL MAZZOLA 644 RIVER ROAD MARSTONS MILLS,MA';02648. Undersecretary 1 mall—� i1l ssacnusetts- Department of Public24, s ' 'Board of 66iltling Rc-0141'awns :tutl . t C6httiruetion Supervtsor L cen$e' 2K #cense: GS 57934 fRe"siric*ted to:, 1 G„ PAUL J .MAZZOLA PO BOX 509 MARSTONS MILLS,.MA,02648 • P Expiration: 6/19l201t# t vniiriisswnlrt• .. Tr#t: 17589~,, r ME The Town of Barnstable ►p�� BARNSTABLE. ' Department of Health Safety and Environmental Services 7 MASS 0 f6y9• �0 p�EOMpe Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: PR\-I t L L C Map/Parcel: 5 6 t 3 0 0 Project Address: 49 S(I Q kI Builder: i ( Q 1 �4- y w c The following items were noted on reviewing: r U0 Ch131 2) -y- Qn � :�10 LA r e- S+C-QJ , Sew d R uv ( �n ,z v rI a Reviewed by: �y 4Date: C� -/ D q:building:forms:review r tHEla`� Town Of Barnstable Building Department - 200 Main Street * BARNSTABLE, : Hyannis, MA 02601 9�A 63 A.�� (508) 862-4038 rF0 MA'S Certificate of Occupancy Application Number: 85972 CO Number: 20080334 Parcel ID: 095013005 CO Issue Date: 06/08109 Location: 149 SEAPUIT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: SILVIA, RONALD J. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �Ah Buil g Dep rtment Signature Date Signed tr . k TOWN O ,BARNSlABLE � r, µ BUILDING PERMIT d•` ' X't ;E.G D 095 13 0q1\ ' GEOBASE iD 43863 ��7#.zDPRESS G IRV EAPUTTTa,'�16:iAD PHONE '/ IOSTERVILLE- ,4 ZIP .jOT 161 BLOCK LOT SIZE -}BA �� DEVELOPMENT DISTRICT CO P rlMIT� \ 85gg72 DESCRIPTION 64Q5 SF SIN FAM HOME/ATT,�GAR P RMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES CONTRACTORS: $ILVIA, RONALD J. Department of ARCHITECTS: P Regulatory Services TOTAL FEES: $2,875.65 BOND $.00 CONSTRUCTION COSTS $656,256.00 101 SINGLE FAM HOME DETACHED 1 PRIVATEJI'x `• 1ARNSIASLE, MASS. 039. BUMDING�DIVISION BY, DATE ISSUED 08/09/2005 EXPIRATION T `T.O�N !OF'. BARNSTAELE .LDtlZG PERMIT 1 11 "�a PARCEL ID 095- 0 0 ' -' GEO�AS ID 43863 ti . ADDRESS- G7�_- EAPUV ROAD PHONE (' OSTERVILL}3 _N1, j `LIP LOT 161, BLOCK LOT SIZE DBI. DEVELOPMENT DISTRICT CO R MIT' TYPE $U9INA TIT IPTION NEW5BUILDINGFCERMOTEACCESGAR .t CONTRACTORS: SILVIA, RONAL.D� J. De artment of ARCHITECTS: P Regulatory-Services TOTAL. FEES: $2,875.65 BOND $.00 TME CONSTRUCTION COSTS $656,256.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE • BANQ8TABLE, • MASS. BUILDING'DIVISION BYE. ? ., DA�E ISSUED 08/09/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLEFROM STREET BUILDING INSPECTION APPROVALS PLUMBIN5 INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS V 3 V 1HEATING INSPECTION APPROVALS ENGINEERING,DLPA'WrMENT G�s �-- ► I� BOA 5 -CIS OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR;BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. w� i •r I r f r ' t 1 TOWN OF BAR? STABLE.BUILDING PERMIT APPLICATIO �� UCJ Map Y Parcel D Permit# 7 Health Division �; D �—�j`f Date Issued _ 2 d Conservation Division NU WDI C-)W O t^4 ; V Application Fee l0 /Do ofwc��rnl, - Tax Collector Permit Fee t Treasurer I —jig SEPTIC SYSTEM MUST BF Planning Dept. INSTALLED IN COMPLIANCE 0. Date Definitive Plan Approved b la i &ard WITH TITLE� G nY ENVIRONMENTAL CODE ANDHistoric-OKH Pre e a annis TOWN REGULATIONS Project Street Address y- Aoi T ` a p, Village 445- Owner L,LC— Address _po i yam,a7 ,�t1�� `C f�0Z457� Telephone 576g x 10 Permit Request_�� aLA-4514 f � ►—L-AJ Square foet: 1st floor: existing /2-�5 proposed•3/(p< 2nd floor:existing proposed 37,2Y6 Total new 6Yo I Zoning District Flood Plain G Groundwater Overlay W P Valuationect Project Ohl,, ®yb Type Construction T r � � �__�Y1�� Sj VUU• Lot Size Grandfathered: ❑Yes 5"No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Co Historic House: ❑Yes W1101 On Old King's Highway: El Yes �No O Basement Type: 'Full ❑Crawl alkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) � Number of Baths: Full: existing new f„� Half: existing new Z Number of Bedrooms: existing ��_ new ✓/J ,/ �'aL�� TotA Room Count(not including baths): existing —new—_ First Floor Room Count Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑Other Central Air: UaYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing neC9' w size 2PVYa Barn:❑existing ❑new size Attached garage:Coexisting ®'new size;—� Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes QR o If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name dc.,Val aIA- A-=e, Telephone Number Address • SSG '� License# � /-4k d 2�✓ b Home Improvement Contractor# J61 lo-—7 Worker's Compensation# I � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN•_O\0 �I,a�� r SIGNATU DATE INC, FOR OFFICIAL USE ONLY �oPERMIT NO. DATE ISSUED J MAP/PARCEL NO. ADDRESS VILLAGE OWNER y DATE OF INSPECTION: \ FOUNDATION JIDI?JJjo s J F FRAME J� 1 00 Ic Li if ey5t" RzD(. INSULATION b� FIREPLACE ELECTRICAL: ROUG"n co s FINAL C� o � PLUMBING: ROUGIO FINAL Wit' + M CZ GAS: ROUG S r's m FINAL -FINAL BUILDING W co rro DATE.CLOSED OUT v J ASSOCIATION PLAN NO. 1 i � PHILBROOK ENGINEERING & 107 BEACH STREET CONSTRUCTION DE 1-50 MA - 6 1-5038 8-3858682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 25 May 2006 Town of Barnstable Attn: Mr., Jeffrey Lauson Building Inspector Barnstable, Massachusetts 02601 Reference: Plans Prepared by Silvia & Silvia Assocs. for 1 Family Residence, 149 Seapuit Road, Osterville, MA Dear Sir: The following information addresses and details items related to wind bracing of the rear 2 story Great Room wall structure IAA Para. 3606 of the State Building Code. It includes the flat diaphragm, framing and attachments to adequately brace this -area. References include the APA Assocs. Diaphragms & Shear Walls publication #L350 revised NOV 2004. The in-place construction consists of 3/4" T&G plywood, 211x 8" RD SPF @ 16" o/c and continuous 3.5" ParalLam beams acting as boundary chords. End connections include a 211x 8" ledger continuously fastened to the exterior plywood walls at each end of the diaphragm: #1 Story Shear Loads - diaphragm constructed w/ unblocked edges Wind Load; 21 PSF x [.6 (windward) + -.2 (suction) ] = 17 PSF V`<max (Left/Right Ends) (19'/2) ) x 28'/2 x 17 PSF = 2,261 LD This resolves to the 7 ft boundary ledger at each end #2 Unit Shear Loads - solid ledger to exterior plywood walls vmax (Left/Right Ledger) 2,261 LB/7' = 323 PLF to wall or 430 lb/stud @ 16" o/c #3 Fastener Capacity - 2 ea 4" TimberLok® & 2 ea 16d Nail per plywood wall stud (@ 16" o/c) V'max (4" TimberLok®) = 2 ea x 189 lb = 378 lb V'max (16d nail) = 2 ea x 67 lb = 134 lbs or 512 lb/stud @ 16" o/c OR Note - 1.33 duration of load factor not used Respectfully submitted, Q05•o1 ti T. VARNUM PHILBROOK P.E. /T• VARNUM s o PHILBROOK -� c� MECHANICAL v No. 30690 .o�o� 9FG1STE4�� y��. r RESIDENTIAL BUILDING PERNIIT FEES App JCATION FEE , $100.00 New Buildings _ N s 8 Residential Addition $50.00 . Altemtions/Renovations $50.00 Building Permit Amendment $25.0.0 FEE VALUE WORKSHEET NEW LIMG SPACE 9 U S square feet x$96/sq.foot= 2 5 4 .4 b x.0041= 25 L 4 ,3 b ' ' plus from. eow a—p—pliaw ALTERATIONS/RENOVATIONS OFE3IISTING SPACE square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached) • i 6 3 square feet x$32/sq.ft. ACCESSORY STR[JCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Samaas newbuilding permit, square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS 9s'' Open Porch x$30,00=(number) Deck --1-- (number) of Fireplace/Chimney 1 x$25.00= • (auinber) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 _ (plus above if applicable) permit ree 2? 1 5 • 6 S Projecst Rev:063004 Parcel Detail Page 1 of 2 �A F. r � "r _ _. �a 'rn taa�?" i� M1 Logged In As: Wednesday, July 20 2005 Danielle St.Peter Pa rce I Deta i Home Application Center Parcel Lookup Parcellnfo Parcel ID 095-013-005 Developer Lot LOT 162 Location 1149 SEAPUIT ROAD Frontage Sec Road Frontage Village Fire District C-O-MM Road Index 7777 I .... (� Owner Info Owner I.PVRJ, LLC Co-Owner Streets JP 0 BOX 430 Street2 City I'OSTERVILLE State MA zip 02655 Country Land Info _ Acres 2.37 use Isingle Fam MD zoning RF1 Nghbd 0118 Topography Road utilities Location Construction Info http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=102653 7/20/2005 I Parcel Detail Page 2 of 2 Building 1 of 1 Year Built 1936 Stu°t Gable/Hip T pe None ❑x Click for Building Detail Effect 1381 Roof Asph/F GIs/Cm Bed 2 Bedrooms Area Cover Rooms Style lRanch In well Drywall Bath Rooms Model lResidential Total 5 Rooms Rooms Grade Average Int ®� Bath St yle tyle Stories 1 Story�c maw Kitchen Style Ext """" Heat a",�"'"" Bath " o Wall Vinyl Siding Fuel split Heat d- Type Hot Water F ation Oil Permit History Issue Date IPurpose IPermit# Amount I Insp Date I Comments Visit History Date Who Purpose 11/15/1999 12:00:00 AM Paul Talbot Mea+ Corrected Listing I- Sales History Line Sale Date Owner Book/Page Sale Price 1 11/20/2002 PVRJ, LLC C167345 $650,000 2 3/13/1974 DAVIS, HOLBROOK R C61264 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 2 2005 $99,200 $2,300 $0 $1,114,700 $1,216,200 3 2004 $80,500 $2,300 $0 $1,114,700 $1,197,500 Photos http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=102653 7/20/2005 07/18/2005 15:42 508-477-5697 DUNNING & KIRRANE PAGE 02/03 i Doest394,444 11-2@-20M Elm CafAa1673�5 8f11i11 FOU LAW CWRT WgxrNy I. HOLBROOK R, DAV.1S, of Ostorville, Massachusetts, for consideration paid and in consideration of SIX WJNDRED FIFTY THOUSAND AND 00/100 _($630,000.00) DOLLARS, �_ � � P-AMainStreetOstmilleMA02655, achusetts limited liability corporation with an usual plat business and a mailing address of PO'Box 430, Ostervilie, MA, 02655, with QUiTmA1M COVENANTS, a certain parcel of land together with the buildings and improvements thereon situated on Seapuit Road, Barnstable (Ostmille), Barnstable County, Massachusetts, shown as Lot 162 on Land Court Plan 5725-57, drawn by .Down Cape Engineering,Inc.,dated Jane 3,2002. Q Said premises are subject to and with the benefit of all rights, restrictions, reservations, casements and agreements set forth in Document No. 184170, being the deed from Seapuit, Inc. to Holbrook R. Davis, insofar as now in force and applicable. Said restrictions are to remain in force until January 2010 unless further extended as allowed by law. Said prAntisec are subject s► an Agreement '.laud March 13, 1974 registered as Document No. 184172. Said premises are subject to Order of Conditions dated June 21, 2002 registered as Document No.877936, LAW*Ph=pp For title see Certificate of Title No. 61264. JW-R AFL MM P.C. 3 FPJVMR POAD R2aft 40 95?eWVRl.6 MA . MTl4Swp TOWN OF BARNSTABLE Building Department- Foundation Permit ` Date /0l3/ls' a Name --Ro , 4,ld., Location i yq O s-}�rJ� l le —Insp. of Bldgs. 07/18/2005 15:42 508-477-5697 DUNNING & KIRRANE PAGE 03/03 WTI MESS my hand and seal this,.4 day q f 2002. Holbrook R�Davis ` STATE OF 4 2s.=,"s e t. � COUNTY OF DATE: Then Personally appeared the above-named H01brook R. 04A6 and acknowledged the foregoing to be his free act and dyed,before me NOTAR I,ICMYCOmmi ? J` .... , SSIO1�E7(p1I"eC: l•�.�� 7, 'nN.The rana _ _ RE8I5 2012 E f ' COUNTY EXCISE TAX ONC�ry DATE 11,20,'02 Vd p mm am21I1PM a TAX $1482.00 FEE $=•Do TOTAL $1492.00 CFM CAS14 11482.00 CLERK I NO.013899 TIME 14:42 2222 BARNSTABLE REGISTRY OF DEEDS I Permit Number Mcheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3.6 Release 2 Data filename: C:\Documents and Settings\Jim\Desktop\Jim's Documents\Seapuit - 149\ResCheck 149 Seapuit.rck PROJECT TITLE: Residence, 149 Seapuit Road, Osterville CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.20 DATE: 06/06/05 DATE OF PLANS: 5/20/2005 PROJECT DESCRIPTION: Single Family Residence w/5 bedrooms DESIGNER/CONTRACTOR: Silvia and Silvia Associates Osteville, MA 'COMPLIANCE: Passes Maximum UA= 1081 Your Home UA= 1077 0.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1-Main House: Flat Ceiling or Scissor Truss 3183 30.0 0.0 111 Ceiling 2 -Garage 2nd F1: Cathedral Ceiling (no attic) 553 '30,0 0.0 19 Wall 1 - 1st Fl: Wood Frame, 16" o.c. 2911 30�.0 0.0 ill Window 1 Sidelites: Wood Frame:Double Pane with Low-E 16 0.350 6 Window 2- 1st F1: Wood Frame:Double Pane with Low-E 425 0.350 149 Door 1-Front: Solid 21 0.390 8 Door 2 Garage(2): Solid 37 0.400 15 Door 3 - Glass Exterior: Glass 147 0.330 49 Wall 2 -2nd Fl: Wood Frame, 16" o.c. 2325 19.0 0.0 109 Window 3 -2nd Fl: Wood Frame:Double Pane with Low-E 473 I 0.350 166 Door 5: Glass 40 0.560 22 Wall 3 - Gar. 2nd Fl.: Wood Frame, 16" o.c. 710 19.0 0.0 40 Window 4 - Gar. 2nd F1.: j Wood Frame:Double Pane with Low-E 51 0.350 18 Wall 4 -Base.Knee: Wood Frame, 16" o.c. 415 19.0 0.0 19 Window 5: Vinyl Frame:Double Pane with Low-E 96 0.350 34 Wall 5 -Base. Door Wall: Wood Frame, 16" o.c. 111 19.0 0.0 4 Door 3: Glass 40 0.560 22 Floor 1-Over Gar.: All-Wood Joist/Truss:Over Unconditioned Space 553 19.0 0.0 26 Floor 2: All-Wood Joist/T russ:Over Unconditioned Space 3172 19.0 0.0 149 COMPLIANCE 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 building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (fDnnerly MECcheck) and to comply with the mandatory requirements listed in the RES check Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer ( Date 4 G.L.-za!f� l r ✓2. e.7/I7.Ia d�!(-LCX•t101LC11,Ll6P.tfb BOARD OF BUILDING REGULATIONS {` License: CONSTRUCTION,SUPERVISOR Numb r. CS 016 ' B' ate: 11/18/1949 Expires: 11/18/2005 'T .no: 12386 Restricted: 00 RONALD J IA PO BOX 430 OSTERVILLE, MA 02655 Administrator ,per ✓� �dy�nd�a/,� �✓G�� ; \ Board of Building Regulations and Standards j HOME IMPROVEMENT CONTRACTOR 1 =Registration:7!6orporation SILVIA&SIL j Ronald Silvia f 1284 A MAIN ST. _� ,i OSTERVILLE,MA 02655 Administrator I b I r .LAN R .®The Hanover_Insurance Company oMassachusetts Bay Insurance Company Worcester, MA 01605 Bond No.BLN 1704371 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS, that we, Silvia & Silvia Associates, Inc. Of PO Box 430 Osterville,MA 02655 , 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 The Town of Barnstable as Obligee, in the penal sum of One Thousand------($1,000.00) 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 or permit to open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk, berm, curbing, street or way at the location of 149 Seapuit Road Osterville, MA 02655 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 18th day of July , 2005. Principal (seal) ❑MASSACHUSETTS BAY INSURANCE COMPANY ❑THE HANOVWINSU[IANCE COMPANY � I�%%,C� y��t:`1SU• , By Forth 141-0761(3/95) ��:�.r- �'°�t�.; Attorney-in-Fact �r r ,1S THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY POWERS OF ATTORNEY 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 do hereby constitute and appoint -Kathleen F.Silvia- of Centerville, MA and is a true and lawful Attorneys)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf,and as its act and deed,at 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: -Any such obligations in the United States, not to exceed Two Hundred Fifty Thousand and No/100($250,000) Dollars in any single instance- And said companies hereby ratify and confirm all and whatsoever said Attomey(s)-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 Attomeys-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) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY AND MASSACHUSETTS BAY INSURANCE COMPANY have caused these presents to be sealed with their respective corporate seals,duly attested by a Vice President and an Assistant Vice President,this 15th day of October, 1998. J!�I OVER INSURANCE COMPANY MAS SETT BAY INSURANCE COMPANY (Seal) (Seal) ce President vVic President sistant ice President fssistant Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. On this 15th day of October, 1998, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company and Massachusetts Bay Insurance Company,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 and Massachusetts Bay Insurance Company, respectively, and that the said corporate seals and their signatures as officers-were duly affixed and subscribed to said instrument b the authority and direction of said Corporations. (Seal) Notary Public My Commission Expires November 26,2004 f' Town. of Barnstable °tom TD�`ti • • .. �.� Regulatory Services ' Thomm F.G4er,Director BUIIftg Division , TomPerry, 'Building Commissioner 200 Mafia Street, $y=is,MA 02601 WWWAown.barustable.ma.us Fax; 508-790-6230 0ff'ice; 508-862-4038 Property Owner Must Complete and Sign This Section if Using ABuilder as Owner of the subject property Si�O//•� �`A�-O sizV n %flaG 1•R.T`I behalf; to act on my 'hereby aut'aO ze in all fitters relative to work authorized by this bua&z Permit application for. (AdcLress 01 j ) P r L C- D e of Owner e Print Z�' Centerville,Osterville-Marstons Mills Water Department P.O.BOX 369- 1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 �``sr�L F OFFICE OF a R WATE BOARD OF WATER COMMISSIONERS 3ATE WATER SUPERINTENDENT DEPT.9,Q TEL.No.508-428-6691 ONS� FAX No.508-428-3508 June 28, 2005 Town of Barnstable Building Dept. 367 Main Street Hyannis, MA 02601 Re: Account#189 Silvia& Silvia Associates 149 Seapuit Road Osterville, MA Gentlemen: On Monday,Tune 177, 2005 Jwe disconnected the water service at the water main for the property mentioned above. It is our understanding that the owner plans to demolish the house and rebuild. A new water service will be installed at a later date. If you have any questions, please call our office at 508-428-6691. Very truly yours, Crai rocker Superintendent .r CC/jw r JUL-21-2005 THU 10:33 AM KEYSPAN ENERGY DELIVERY FAX NO, 17818904898 P. 01 il EnP Delivery 127 Wh �"i�■Yiri�� 127 Whiles Pathath Fr'Otgy LleGvc,ry South Yarmouth,ftslolluSells 02664 July 21,2005 Rl : 149 Seapuit Road Ostcrville, MA To Whom It May Concern, This letter is to conf rni that there arc no underground natural gas facilities to the above .referenced property. This was confirmed by our representative on_Julyq—2005, I can be reached directly at 508-760-7502 should there be any further questions. Sincer ly, Of ohatuic Ouellette Field Coordinator, Cape Division L 06/27/2005 MON 11:06 FAX NSTAR IA002/002 � 4I{ ONSTAR One NSTAR Way.Westwood,Massachusetts 02090-9230 jl I EL ECTR/C CA SIf I j f , 1 I J' h 27,2005 Floyd J. Silvia: t I Tlris letter will serve as confirmation that the electric scrvice at 149 Seapuit Road,Osterville,MA was removed as of Junc 23,2005.,Based on this information,there is no electric power to this buildin& ' ! + If have anquestions, Y� Y please call us at 1-888-633-3797. r Sincerely yours, Mary 23umde ll ' New Customer Connects ;fir ► ' � , ; • ;� � , / PHILBROOK ENGINEERING F-I-N-A-L /107 BEACH STREET Project: 149 SEAPUIT Road ' DENNIS, MA 02638 Project No: P05-01 1-508-385-8682 Date: 22 August 2005 PERMIT ENGINEERED WOOD SIZING AND NOTES Sheet Note Description No. No. -------- ----- ------ ---------- ---------- -------- ------ -------- -------- -------- S.2 #7 Radial Rim Joist; 6 layers of 1/4"x 9.5" U/L grade plywood Arc Roof Header Wul=(6/2 x(20+10+10))+ 10= 110 lb/If 5 Spans; 2'0" Mmax=65 ft-lb S(req)= 1.0 in(3) S(avail)=21.5 in(3) Manual #9 Flush Beam; W10x22 w/ 211x 10" ripped to fit side ledgers Flush 2nd Floor Beam-Bedroom &Family Rooms Wul=2672 x(40+15)+ 100+25=840 lb/If 1 Span; 19'6" Mmax=39,925 ft-lb DEF(max)= U240 x .85= .83" DEF(act) = .81" E-Calc #10 Flush Beam; W10x26 w/ 21'x 10" ripped to fit side ledgers Flush 2nd Floor Beam-Bedroom &Family Rooms Wul=3572 x(40+15)+ 100+25= 1,090 lb/If 1 Span; 19'6" Mmax=51,690 ft-lb DEF(max)= U240 x.85= .83" DEF(act) = .85" E-Calc #11 In-line Flush Header; WlOxl9 header Wul= 19.572 x(20+20)+ 100+ 15=505 lb/If Pt= 10,630 Ibs from FLUSH BEAM#10 @ 8'0" 1 Span; 11'0" Mmax=29,400 ft-lb S(req)= 14.8 in(3) S(avail)= 18.8 in(3) E-Calc S.1 #21 Side Floor Beams; WlOxl9 w/ 211x 6" top nailing sleeper Flush 1st Floor Beam-Bedroom&Family Rooms Wul=2572 x(40+15)x 1.1 +25=780 lb/If 1 Span; 19'.0" Mmax= 35,200 ft-lb DEF(max)= U240 x.85= .81" DEF(act)= .83" E-Calc #22 Medium Floor Beam; W10x26 w/ 21'x 6" top nailing sleeper Flush 1 st Floor Beam- Kitchen/Rear Wul=3672 x(40+15)+ 100+30= 1,120 lb/If 1 Span; 19'0" Mmax=50,540 ft-lb DEF(max)= U240 x.85= .81" DEF(act)= .79" E-Calc Flush 1st Floor Beam-Main House(2 span condition) Wul=3672 x(40+15)x 1.2+ 100+30= 1,320 lb/If 1 Span; 16'0"x 2 Mmax=42,240 ft-lb DEF(max)= U240 x.85= .68" DEF(act)_ .19" E-Calc #23 Heavy Floor Beam; W10x30 w/ 2"x 6" top nailing sleeper Flush 1 st Floor Beam-Main House(2 span condition) Wul=3672 x(40+15)x 1.2+ 100+30= 1,320 lb/If 1 Span; 19'0"& 16'0" Mmax= 59,500 ft-lb DEF(max)= U240 x.85= .68" DEF(act)= .32" E-Calc #11 In-line Flush Header; WlOxl9 header Wul=200+ 15=215 lb/If Pt= 10,300 Ibs from DROPPED BEAM#22 @ 3'6" 1 Span; TO" Mmax= 19,400 ft-lb S(req)=9.8 in(3) S(avail)= 18.8 in(3) E-Calc 2K #5 Support Post; 41'x 8" #1 D-Fir Solid Stick or 3.5"x 7" 1.8E PSL Pt= 10,630 Ibs from FLUSH BEAM#10(end) Leff=8'6" . Lu(y-y)=8'6" fc(req)=420 psi F'c(avail)= 1,188 psi E-Calc u.n. Main Footer Pads; 12"x 410" square concrete pads w/ 4 ea #5 EW Pt= 10,630 Ibs from FLUSH BEAM#10(end) Pt= 15,560 lbs from DROPPED BEAM#23(continuous) NOTE-Load increases of 15%added Sb(allow)=2,500 psf Sb(act)=2,030 psf E-Calc OF i T. VARNLW PHILBROOK ' MECHANICAL No. c. E� Z2 AVG UrK, A?IVA► T.Varnum Philbrook, P.E. Title: 149 SEAPUIT Road Job#P05-01 PHILBROOK Engineering Dsgnr: Date: 11:39PM, 22 AUG 05 Description: 1 Family Residence 107 Beach Street Silvia&Silvia Assocs. Dennis,MA 02638 ' scope: 1st&2nd Floor Steel and Misc. 1-508-385-8682 Wood Beams Rev: 580007 User:KW-0600325,Ver 5.8.0,1-Dec-2003 Multi-Span Steel Beam Page 1 (c)1983-2003 ENERCALC Engineering Software multi8.ecw.149SEAPUIT:P05-01 Description 1 st&2nd Floor Steel r 4 General information I Code Ref:AISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 Fy-Yield Stress 36.00 ksi Load Duration Factor 1.00 All Spans Considered as Individual Beams Span Information Description #9 #10 #11 Up #11 Dn #21 #22 #22 #23 Span ft 19.50 19.50 11.00 7.00 19.00 19.00 16.00 19.00 Steel Section W10X22 W10X26 W10X19 W10X19 W10X19 W10X26 W10X26 W10X30 End Fixity Pin-Pin Pin-Pin Pin-Pin t Pin-Pin Pin-Pin Pin-Pin Pin-Fix Pin-Fix Unbraced Length ft 1.33 1.33 1.33 3.50 1.33 1.33 1.33 1.33 Loads Live Load Used This Span? Yes Yes Yes Yes Yes Yes Yes Yes Dead Load k/ft 0.200 0.260 0.200 I 0.220 0.210 0.270 0.320 0.320 Live Load k/ft 0.520 0.700 0.200 0.550 .0.720 0.860 0.860 Dead Load k/ft 0.130 0.130 0.120 0.030 0.130 0.130 0.130 Live Load k/ft t Start ft End ft 19.500 19.500 11.000 19.000 19.000 16.000 Point#1 DL k 3.800 3.800 LL k 6.820 6.500 @ X ft 8.000 3.500 Results Mmax @ Cntr k-ft 40.40 51.81 29.40 19.37 35.65 50.54 23.58 33.25 @ X= ft 9.75 9.75 7.99 3.50 9.50 9.50 5.97 7.09 Max @ Left End k-ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 Max @ Right End k-ft 0.00 0.00 0.00 0.00 0.00 0.00 -41.92 -59.11 fb:Actual psi 20,892.4 22,299.5 18,757.5 12,359.8 22,744.1 21,753.2 18,043.1 21,844.3 Fb:Allowable psi 23,760.0 23,760.0 23,760.0 23,760.0 23,760.0 23,760.0 23,760.0 23,760.0 Bending OK Sending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv:Actual psi 3,395.4 3,956.9 4,134.2 2,312.5 2,931.6 3,961.6 4,877.5 4,952.6 Fv:Allowable psi 14,400.0 14,400.0 14,400.0 14,400.0 14,400.0 14,400.0 14,400.0 14,400.0 Reactions& Deflections " Shear @ Left k 8.29 10.63 5.76 ; 5.92 7.50 10.64 7.86 9.33 Shear @ Right k 8.29 10.63 10.58 5.92 7.50 10.64 13.10 15.56 Reactions... i DL @ Left k 3.22 3.80 2.80 2.67 2.28 3.80 2.70 3.21 LL @ Left k 5.07 6.82 2.96 ! 3.25 5.22 6.84 5.16 6.13 Total @ Left k 8.29 10.63 5.76 1 5.92 7.50 10.64 7.86 9.33 DL @ Right k 3.22 3.80 4.52 2.67 2.28 3.80 4.50 5.34 LL @ Right k 5.07 6.82 6.06 3.25 5.22 6.84 8.60 10.21 Total @ Right k 8.29 10.63 10.58 5.92 7.50 10.64 13.10 15.56 Max.Deflection in -0.808 -0.849 -0.197 -0.050 -0.829 4786 -0.192 -0.324 @ X= ft 9.75 9.75 5.94 3.50 9.50 9.50 6.72 7.98 Span/Deflection Ratio 289.6 275.6 670.2 1,686.9 274.9 289.9 998.1 703.6 Query Values Location ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 8.29 10.63 5.76 5.92 7.50 10.64 7.86 9.33 Moment k-ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Max.Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 T.Varnum Philbrook, P.E. Title: 149 SEAPUIT Road Job#P05-01 PHILBROOK Engineering Dsgnr: Date: 11:53PM, 22 AUG 05 107 Beach Street Description:1 Family Residence Silvia&Silvia Assocs. Dennis, MA 02638 Scope: 1 st&2nd Floor Steel and Misc. 1-508-385-8682 Wood Beams Rev: 580000 User:KW-0600325,Ver5.8.0,1-Dec-2003 Square Footing Design Page 1 (c)1983-2003 ENERCALC Engineering Software multi8.ecw149SEAPUIT:P05-01 Description Main Footings General Information - Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Dead Load 10.500 k Footing Dimension 4.000 ft Live Load 19.600 k Thickness 12.00 in Short Term Load 0.000 k #of Bars 4 Seismic Zone 2 1 Bar Size 5 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pof `. Pc 3,000.0 psi LL&ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 1 Column Dimension 6.00 in ; Allowable Soil Bearing 2,500.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads.within this program is according to ACI 318-02 C.2 Reinforcing Rebar Requirement Actual Rebar"d"depth used 8.438 in As to USE per foot of Width 0.262 in2 200/Fy 0.0050 Total As Req'd 1.047 in2 As Req'd by Analysis 0.0019 in2 Min Allow%Reinf 0.0014 Min.Reinf%to Req'd 0.0026 % Summary Footing OK 4.00ft square x 12.Oin thick with 4-#5 bars Max.Static Soil Pressure 2,026.25 psf Vu:Actual One-Way 33.13 psi Allow Static Soil Pressure 2,500.00 psf Vn*Phi:Allow One-Way 93.11 psi Max.Short Term Soil Pressure 2,026.25 psf Vu:Actual Two-Way 95.70 psi Allow Short Term Soil Pressure 2,500.00 psf Vn*Phi:Allow Two-Way 186.23 psi Alternate Rebar Selections... Mu :Actual 4.91 k-ft/ft 6 #4's '4 #5's 3 #6's Mn`Phi:Capacity 7.66 k-ft/ft 2 #Ts 2 #8's 2 #9's 1 #10's I 1 T.Varnum Philbrook, P.E. Title: 149 SEAPUIT Road Job#P05-01 PHILBROOK Engineering Dsgnr: Date: 11:57PM, 22 AUG 05 Description:1 Family Residence 107 Beach Street Silvia&Silvia Assocs. Dennis, MA 02638 Scope: 1st&2nd Floor Steel and Misc. 1-508-385-8682 Wood Beams Rev: 580004 User:KW-0600325,Ver5.8.0,1-Dec-2003 Timber Column Design Page 1 (c)1983-2003 ENERCALC Engineering Software multi8.ecw:149SEAPUM P05-01 Description #5 2nd Floor Supports General Information ide Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Wood Section 4x8 Total Column Height 8.50 It Rectangular Column Load Duration Factor 1.00 Column Depth (along y-y axis) 7.25 in Fc 1,350.00 psi Width (along x-x axis) 3.50 in Fb 900.00 psi Sawn E-Elastic Modulus 1,600 ksi Douglas Fir-Larch,N6.2 Unbraced length for"y-y"axis sideways deflection 8.50 ft Unbraced length for"x-x"axis sideways deflection 1.33 It Lu XX for Bending 8.50 ft Loads Dead Load Live Load Short Term Load Axial Load 3,800.00Ibs 6,820.00 Ibs 0.00 Ibs Eccentricity 0.000in ! Summary Column OK Using : 4x8, Width= 3.50in, Depth= 7.25in, Total Column Ht= 8.50ft DL+LL DL+LL+ST DL+ST fc:Compression 418.52 psi 418.52 psi 149.75 psi Fc:Allowable 1,188.84 psi 1,188.84 psi 1,188.84 psi fbx :Flexural 0.00 psi 0.00 psi 0.00 psi F'bx:Allowable 1,157.07 psi 1,157.07 psi 1,157.07 psi i Interaction Value 0.3520 0.3520 0.1260 Stress Details Fc:X-X 1,399.44 psi For Bending Stress Calcs... Fc:Y-Y 1,188.84 psi Max k'Lu/d 50.00 F'c:Allowable 1,188.84 psi ;Le:Bending 15.58 ft F'c:Allow'Load Dur Factor 1,188.84 psi (Lu-xx'NDS Table 3.3.3 factor) F'bx 1,157.07 psi Rb:(Le d/V2)1.5 10.520 F'bx Load Duration Factor 1,157.07 psi Min.Allow k'Lu/d 11.00 Cf:Bending 1.300 For Axial Stress Cates... Cf:Axial 1.050 Axial X-X k Lu/d 4.56 Axial Y-Y k Lu/d 14.07 t Member'Calculations Report Trus Joist a Weyerhaeuser.Business (CLH) I I Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Main Rloor i Status Plotted \liplication;— — Floor Non-Residential: No E 2 8' 611 1 171 b" � 17' 8" J Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:48:17 AM Obiect: Joist Area#505 Problem 1 of l General: Product: 1 1 7/8"T.II 230 joist Spacing: 16" Plies: I Deflection,Criteria: Standard, Live Load L/480,Total Load L/240 Member Weight(plt)per ply: 3 Design Value Control Value Result Moment (Ft-Ibs) -2308 4015 Passed Shear (Ibs.) 672 1820 Passed Live Load Deflection (") .24" .44" Passed "Total Load Deflection (") .28" .88" Passed Reaction (Ibs.) 1374 2790 Passed T.I-Pro Rating 40 30 Passed Bearinjzs• Bearing Location Input Length Net Length I Drop Beam By Others#39 8'6" 5 1/2" 5 1/2" 2 Drop Beam By Others#40 26' S 1/2" 5 1/2" 3 Drop Beam By Others#41 43'8" 2 3/4" 2 3/4" 4 Wall# 5 0 5 1/2" 4 1/4" Reactions: Location Dead Load Live Load Total Load Uplift I (Ibs.) 8'6" 186 877 1063 0 2(1bs.) 26' 272 1 102 1374 0 3 (Ibs.) 43'6 1/4" 93 413 506 0 4(Ibs.) 4 1/2" 333 512 845 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 0 108 Floor Concentrated(Ibs.) 2 3/4" 248 194 Floor Distributed(plt) 0 to 43'8" 53.3 to 53.3 13.3 to 13.3 Floor Notes: See"I'rus.loist Framer's Pocket Guide for Product Trademark Information T.I-Xpert 6.40 (#691)A Page I 05-MA800-675-149SEAPUI"T-REV-1..1013 L Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:48:17 AM Design Methodology: ASD Glued and nailed decking is required. Direct Applied Ceiling is Not Required Floor Decking:23/32" Structurwood Edge Gold(24" Span Rating) IMPORTANT! The analysis presented above is output from software developed by Trus Joist(T.1). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. I See Trus Joist Framer's Pocket Guide for Product Trademark Information i TJ-apert 6.40 (#691)A Page 2 05-MA800-675-149SEAPUIT-REV-I.JOB I Member Calculations Report Trus Joist a Weyerhaeuser Business (CLIP 11 Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Main Floor Status: Plotted Application: Floor Non-Residential: No e 2 1 Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:48:56 AM Object: Joist Area#474 Problem 2 of 2 General: Product: 117/8"'r.11230_joist Spacing: 16" Plies: Deflection Criteria: Standard, Live Load L/480,Total Load L/240 Member Weight(plt)per ply: 3 Design Value Control Value Result Moment (1-t-Ibs) -2498 4015 Passed Shear (Ibs.) 685 1820 Passed Live Load Deflection (") .26" .44" Passed Total Load Deflection (") .31" .88" Passed Reaction (Ibs.) 1437 2790 Passed TJ-Pro Rating 39 30 Passed t Bearings: Bearing Location Input Length Net Length I Drop Beam By Others#40 20'7 3/16" 5 1/2" 5 1/2" 2 Wall#3 38'7 3/16" 5 1/2" 4 1/4" 3 Wall#22 2'9 15/16" 5 1/2" 5 1/2" Reactions: Location Dead Load Live Load Total Load Uplift I (Ibs.) 20'7 3/16" 683 1888 2571 0 2(Ibs.) 38'2 11/16" 99 439 538 0 3(Ibs.) 2'9 15/16" 297 713 1010 0 .Loads: Load Location Live Dead Type Concentrated(Ibs.) 0 0 117 Floor Concentrated(Ibs.) 0 110 22 Floor Concentrated(Ibs.) 20'7 3/16" 0 108 Floor Concentrated(Ibs.) 20' 7 3/16" 708 318 Floor Distributed(plo 0 to 38'7 3/16" 53.3 to 53.3 13.3 to 13.3 Floor Notes: See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-apert6.40 (#691)A Page I 05-MA800-675-149S13APUIT-ItEV-1..1013 Design Date.8/19/2005 11:20:56 AM Report Date:8/23/2005 11:48:56 AiiM Design Methodology: ASD Glued and nailed decking is required. Direct Applied Ceiling is Not Required Floor Decking:23/32" Structurwood Edge Gold(24" Span Rating) IMPORTANT! The analysis presented above is output from software developed by TrUS Joist(T.I). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of'the building,and have not been reviewed by TJ Engineering. I See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert6.40 (1169])A Page 2 05-MA800-675-149SEAPUIT-REV-I.J013 Member Calculations Report Trus Joist a Weyerhaeuser Business (CLH) 11 Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Main Floor Status: Plotted Application: Floor Non-Residential: No Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Obiect: Flush Beam #32 General: 3 1/2"x 11 7/8"2.0E Parallam PSL Plies: 1 Length: 19'4" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 13 Design Value Control Value Result Moment(Ft-Ibs) 4834 19902 Passed Shear(Ibs.) 1 159 8035 Passed Live Load Deflection(") .23" .63" Passed Total Load Deflection(") .34" .94" Passed Reaction(Ibs.) 886 4091 Passed Bearings: Bearing Location Input Length Required Length I Drop Beam By Others#41 19'4" 2 3/4" 2 3/4" 2 Wall#42 0 5 1/2" 5 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 19'2 3/4" 290 606 896 0 2(1bs.) 4" 481 863 1344 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 0 108 Floor Distributed(plf) 0 to 4' 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plf) 4'to 19'4" 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) 4' 544 161 Floor Obiect: Flush Beam#33 General: 3 1/2"x 11 7/8"2.0E Parallam PSL Plies: I Length: 19'4" Deflection Criteria: Standard, Live Load L/360,'total Load 0240 Member Weight per ply(plf): 13 . Design Value Control Value Result Moment(Ft-Ibs) 6760 19902 Passed Shear(Ibs.) 1383 8035 Passed Live Load Deflection(") .31" .63" Passed Ibtal Load Deflection(") .44" .94" Passed See Trus.Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.40 (#691)A Page I 05-MA800-675-149SEAPUIT-REV-I.JOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Reaction(Ibs.) 3450 8181 Passed i Bearings: Bearing Location Input Length Required Length I Drop Beam By Others#41 19'4" 2 3/4" 2 3/4" 2 Wall#42 0 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift (Ibs.) 19'2 3/4" 330 728 1058 0 2(Ibs.) 4" 929 2531 3460 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 28 1 508 Roof Concentrated(Ibs.) 2 3/4" 1513 0 Floor Distributed(plf) 4'to 7' 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plf) 7'to 19'4" 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) 4' 544 161 Floor Concentrated(Ibs.) 7' 437 134 Floor Object: Flush Beam#34 General: 3 1/2"x 11 7/8"2.013 Parallam PSL Plies: I Length: 19'4" Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight per ply(plf): 13 Design Value Control Value Result Moment(Ft-Ibs) 5253 19902 Passed Shear(Ibs.) 887 8035 Passed Live Load Deflection(") .24" .63" Passed Total Load Deflection(") .35" .94" Passed Reaction(Ibs.) 4765 8181 Passed Bearings: Bearing Location Input Length Required Length I Drop Beam By Others#41 19'4" 2 3/4" 2 3/4" 2 Wal1#42 0 5 1/2" 5 1/2" Reactions: Assumed Member Weight(010: 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 19'2 3/4" 301 632 933 0 2(Ibs.) 4" 1682 3093 4775 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 0 108 Floor Concentrated(Ibs.) 2 3/4" 0 54 Floor Concentrated(Ibs.) 2 3/4" 1569 1204 Roof Concentrated(Ibs.) 2 3/4" 875 0 Floor Distributed(pit) 0 to 7' 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pit) 7'to 19'4" 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) 7' 437 134 Floor Object: Flush Beam#43 See Trus.foist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (#691)A Page 2 05-MA800-675-149SBAPUIT-REV-I.JOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM General: 3 1/2"x 11 7/8"2.OE Parallam PSL Plies: 1 Length:3'7" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt): 13 Design Value Control Value Result Moment(Ft-Ibs) 510 19902 Passed Shear(Ibs.) 255 8035 Passed Live Load Deflection(") 0 .12" Passed Total Load Deflection(") 0 .18" Passed Reaction(Ibs.) 569 569 Passed Bearings• Bearing Location Input Length Required Length I Flush Beam#33 3'7" 0 1 1/2" 2 Flush Beam#34 0 0 1 1/2" Reactions• Assumed Member Weight(plo: 14 Location Dead Load Live Load 'total Load Uplift I (Ibs.) 3' 7" 134 437 571 0 2(Ibs.) 0 134 437 571 0 Loads• Load Location Live Dead Type Distributed(plf) 0 to 3'7" 243.8 to 243.8 60.9 to 60.9 Floor Hangers• Bearing#2 Face Mount.................. 11I-IUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails.................. 30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... PSL Hanger Note: Bearing# I Face Mount.................. IAHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails.................. 30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... PSL Hanger Note: Mect: Flush Beam #44 General• 3 1/2"x 11 7/8"2,0E Parallam PSL Plies: I Length: 3'7" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 13 See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (#691)A Page 3 05-MA800-675-149SI3APUIT-REV-I.JOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Design Value Control Value Result Moment(Ft-Ibs) 630 - 19902 Passed Shear(Ibs.) 315 8035 Passed Live Load Deflection(") 0 .12" Passed Total Load Deflection(") 0 .18" Passed Reaction(Ibs.) 704 704 Passed Bearinj4s• Bearing Location Input Length Required Length I Flush Beam#32 3'7" 0 1 1/2" 2 Flush Beam#33 0 0 1 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 3'7" 161 544 705 0 2(Ibs.) 0 161 544 705 0 Loads: Load Location Live Dead type Distributed(pit) 0 to 2' 1 3/4" 303.8 to 303.8 75.9 to 75.9 Floor Distributed(plf) 2' 1 3/4" to 3'7" 303.8 to 303.8 75.9 to 75.9 Floor Hanizers• Bearing#2 Pace Mount.................. HHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information Skew........................00 Slope....................... 00 No Web Stiffeners Required Support..................... PSL Hanger Note: Bearing# I Pace Mount.................. IAI-IUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails.................. 30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... PSL Hanger Note: Object: Flush Beam #45 General: 3 1/2"x 11 7/8"2.0E Parallam PSL Plies: 1 Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 13 Design Value Control Value Result Moment(Ft-Ibs) 2971 19902 Passed Shear(Ibs.) 650 8035 Passed See Trus Joist Framer's Pocket Guide for Product.Trademark Information TJ-apert 6.40 (#691)A Page 4 05-MA800-675-149SEAPUIT-REV-I.JOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Live Load Deflection(") .12" .59" Passed Total Load Deflection(") .17" .88" Passed Reaction(Ibs.) 11519 11519 Passed Bearings: Bearing Location Input Length Required Length I Drop Beam By Others#40 0 2 3/4" 7 3/4" 2 Wall#22 18' 5 1/2" 5 1/2" Reactions: Assumed Member Weight(plt): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 1 1/4" 4061 7467 11528 0 2(Ibs.) 17'8" 980 1 185 2165 0 Loads: Load Location Live Dead "Type Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 1/4" 725 560 Roof' Concentrated(Ibs.) 17'9 1/4" 115 0 Floor Concentrated(Ibs.) 0 0 54 Floor Concentrated(Ibs.) 0 238 76 Floor Concentrated(Ibs.) 0 6040 342 Floor Concentrated(Ibs.) 0 -14 0 Floor Concentrated(Ibs.) 0 669 3353 Roof Concentrated(Ibs.) 0 -2 0 Roof Distributed(plt) 0 to 6' 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 6'to 18' 26.7 to 26.7 6.7 to 6.7 Floor Concentrated(Ibs.) 6' 225 28 Floor Object: Flush Beam#46 General: 3 1/2"x 11 7/8"2.01:Parallam PSL Plies: I Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 13 Design Value Control Value Result Moment(Ft-Ibs) 2971 19902 Passed Shear(Ibs.) 650 8035 Passed Live Load Deflection(") .12" .59" Passed Total Load Deflection(") .17" .88" Passed Reaction(Ibs.) 5446 8181 Passed Bearings: Bearing Location Input Length Required Length I Drop Beam By Others#40 0 2 3/4" 2 3/4" 2 Wall#22 18' 5 1/2" 5 1/2" Reactions: Assumed Member Weight(plt): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 1 1/4" 236 520 756 0 2(Ibs.) 17'8" 2720 2736 5456 0 Loads: Load Location Live Dead Type See Trus Joist Framer's Pocket Guide for Product"Trademark Information TJ-Xpert 6.40 (#69I)A Page 5 05-MA800-675-149SI-APUIT-REV-I.JOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 1/4" 362 437 Roof Concentrated(Ibs.) 17'9 1/4" 299 0 Floor Concentrated(Ibs.) 17'9 1/4" 725 1971 Roof Concentrated(Ibs.) 17'9 1/4" 1004 0 Floor Distributed(plf) 0 to 6' 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 6'to 18' 26.7 to 26.7 6.7 to 6.7 Floor Concentrated(Ibs.) 6' 225 28 Floor Object: Flush Beam#47 i General: 3 1/2"x 11 7/8"2.0E Parallam PSL Plies: I Length:4' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 13 Design Value Control Value Result Moment(Ft-Ibs) 251 19902 Passed Shear(Ibs.) 127 8035 Passed Live Load Deflection(") 0 .13" Passed Total Load Deflection(") 0 .2" Passed Reaction(Ibs.) 251 251 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam#45 4' 0 11/2" 2 Flush Beam#46 0 0 1 1/2" Reactions: j Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 4' 28 225 253 0 2(Ibs.) 0 28 225 253 0 Loads: Load Location Live Dead Type Distributed(pit) 0 to 4' 112.5 to 112.5 0 to 0 Floor Han;?ers• Bearing#2 Face Mount.................. HHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails.................. 30- 10d Geometry Information Skew........................00 Slope....................... 00 No Web Stiffeners Required Support..................... PSL Hanger Note: Bearing# I Face Mount.................. I-IHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information Skew........................00 See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-\pert6.40 (#691)A Page 6 05-MA800-675-149SEAPUIT-REV-I.J013 Design Date"8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Slope.......................00 No Web Stiffeners Required Support..................... 13SL Hanger Note: Object: Flush Beam#48 General: 1 3/4"x 11 7/8" 1.9E Microllam LVL Plies:2 Length:35'2" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf):6 Design Value Control Value Result Moment(1--t-Ibs) -7781 17848 Passed Shear(Ibs.) 2579 7897 Passed Live Load Deflection(") .3" .58" Passed Total Load Deflection(") .35" .87" Passed Reaction(Ibs.) 5240 8181 Passed Bearinl4s• Bearing Location Input Length Required Length I Drop Beam By Others#39 0 2 3/4" 2 3/4" 2 Drop Beam By Others#40 17'6" 5 1/2" 5 1/2" 3 Drop Beam By Others 441 35'2" 2 3/4" 2 3/4" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 1 1/4" 247 880 1127 0 2(Ibs.) 17'6" 1 108 4176 5284 0 3(Ibs.) 35'3/4" 199 549 748 0 Loads: Load Location Live Dead Type Distributed(pli) 0 to 9' 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 9'to 20'3" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pit) 20'3" to 351211 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 9'to 9' 1 15/16" 152.5 to 152.5 38.1 to 38.1 Floor Distributed(pit) I 6" to 9' 1 15/16" 155.4 to 155.4 -2.4 to 35.2 Floor Distributed(pli) I'6" to 9' 1 15/16" -21 to-.8 0 to 0 Floor Distributed(pit) 1 1'6"to 111 7 15/16" 155.4 to 155.4 -33.3 to-33.3 Floor Distributed(plf) I I'6" to 11'7 15/16" -24 to-24 0 to 0 Floor Distributed(pit) I P 7 15/16"to 17'7 1/16" 155.4 to 155.4 3.1 to 3.1 Floor Distributed(plf) 11'7 15/16"to 17'7 1/16" -24 to-24 0 to 0 Floor Distributed(pit) 17'7 1/16"to l T 9" 155.4 to 155.4 -33.7 to-33.7 Floor Distributed(plf) 17'7 1/16"to 17'9" -24 to-24 0 to 0 Floor Distributed(plf) 20' 1 1/16"to 17'9" 155.4 to 155.4 35.2 to-2.4 Floor Distributed(plf) 20' 1 1/16"to 17'9" -.8 to-21 0 to 0 Floor Distributed(pit) 20' 1 1/16"to 20'3" 152.5 to 152.5 38.1 to 38.1 Floor Concentrated(Ibs.) 9' 702 212 Floor Concentrated(Ibs.) 9' -67 0 Floor Concentrated(Ibs.) 20'3" 1235 362 Floor Object: Flush Beam#49 General: 1 3/4"x 11 7/8" 1.9E Microllam LVL Plies:2 Length:8' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-apert 6.40 (#691)A Page 7 05-MA800-675-149SI:APUIT-REV-I.JO13 Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 1737 17848 Passed Shear(Ibs.) 643 7897 Passed Live Load Deflection(") .02" .26" Passed Total Load Deflection(") .02" .38" Passed Reaction(Ibs.) 906 906 Passed Bearings: Bearing Location Input Length Required Length I Plush Beam#48 8' 0 1 1/2" 2 Wall#15 0 5 1/2" 51/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 8' 212 702 914 0 2(Ibs.) 4" 231 763 993 0 Loads: Load Location Live Dead "Type Distributed(plt) 0 to 8' 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plt) 0 to 8' 156.4 to 156.4 34.7 to 34.7 Floor Distributed(plt) 0 to 8' -17.4 to-17.4 0 to 0 Floor Hangers: Bearing# I Face Mount.................. 1-11-IUS410 Nailing Pattern Information Member Nails................ 10- I0d Pace Nails..................30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: Object: Flush Beam #50 General: 1 3/4"x 11 7/8" 1.9E Microllam LVL Plies:2 Length:8' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt):6 Design Value Control Value Result Moment(Pt-Ibs) 3046 17848 Passed Shear(Ibs.) -1 127 7897 Passed Live Load Deflection(") .03" .26" Passed Total Load Deflection(") .04" .38" Passed Reaction(Ibs.) 1589 1589 Passed BearinjZs• Bearing Location Input Length Required Length I Plush Beam#48 8' 0 1 1/2" 2 Wall#15 0 5 1/2" 5 1/2" Reactions: See rrus Joist Framer's Pocket Guide for Product'rrademark Information "rJ-Xpert 6.40 (#691)A Page 8 05-MA800-675-149SEAPUIT-RI7-V-LJOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Assumed Member Weight(pit): 14 Location Dead Load Live Load 'Total Load Uplift I (Ibs.) 8' 362 1235 1597 0 2(Ibs.) 4" 394 1342 1736 0 Loads: Load Location Live Dead Type Distributed(pit) 0 to 8' 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pit) 6'6 3/4" to 8' 295.4 to 295.4 73.9 to 73.9 Floor Distributed(pit) 5'7 3/4"to 6'6 3/4" 295.4 to 295.4 73.9 to 73.9 Floor Distributed(pit) 5'3 3/4" to 5' 7 3/4" 295.4 to 295.4 73.9 to 73.9 Floor Distributed(pit) 0 to 5'3 3/4" 295.4 to 295.4 73.9 to 73.9 Floor EIan2ers• Bearing# I Face Mount.................. IAHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information 0 Slope....................... 00 No Web Stiffeners Required Support..................... LVL Hanger Note: Object: Flush Beam# 55 General: 3 1/2"x 11 7/8"2.0E Parallam PSL Plies: I Length: 17'6" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 13 Design Value Control Value Result Moment(Ft-Ibs) 4205 19902 Passed Shear(Ibs.) -838 8035 Passed Live Load Deflection(") .17" .58" Passed Total Load Deflection(") .25" .86" Passed Reaction(Ibs.) 11301 11301 Passed Bearinj4s• Bearing Location Input Length Required Length I Drop Beam By Others#38 17'6" 2 3/4" 2 3/4" 2 Drop Beam By Others#40 0 2 3/4" 7 5/8" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 17'4 3/4" 293 652 944 0 2(Ibs.) 1 1/4" 3969 7340 11310 0 i .Loads: Load Location Live Dead Type Concentrated(Ibs.) 0 6040 342 Floor Concentrated(Ibs.) 0 -14 0 Floor Concentrated(Ibs.) 0 669 3353 Root' Concentrated(Ibs.) 0 -2 0 Roof' Distributed(plf) 0 to 6' 53.3 to 53.3 13.3 to 13.3 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-apert 6.40 (#691)A Page 9 05-MA800-675-149SEAPUIT-REV-I.J013 i i Design Date:8/19/2005 11:20:56 AM Report Datc:8/23/2005 11:47:53 AM Distributed(plf) 6'to 111 4" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plf) I P 4" to 17'6" 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) 11'4" 284 93 Floor Concentrated(Ibs.) 6' 207 32 Floor Obiect: Flush Beam#56 General: 3 1/2"x 11 7/8"2.01---Parallam PSL Plies: I Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt): 13 Design Value Control Value Result Moment(Ft-Ibs) 4378 19902 Passed Shear(Ibs.) -850 8035 Passed Live Load Deflection(") .18" .59" Passed Total Load Deflection(") .26" .88" Passed Reaction(Ibs.) 1219 4091 Passed BearinjZs: Bearing Location Input Length Required Length I Drop Beam By Others#40 0 2 3/4" 2 3/4" 2 Wall#3 18' S 1/2" 5 1/2" Reactions: Assumed Member Weight(plt): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 1 1/4" 430 798 1228 O 2(1bs.) 17-8" 444 807 1251 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 0 0 108 Floor Concentrated(Ibs.) 0 157 39 Floor Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 1/4" 140 28 Floor Distributed(plf) 0 to 6' 53.3 to 53.3 13.3 to 13.3 Floor Distributed(plt) 6'to 11'4" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plf) I P 4"to 18' 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) I P 4" 283 102 Floor Concentrated(Ibs.) 6' 207 32 Floor Obiect: Flush Beam#57 General: 3 1/2" x 11 7/8"2.0E Parallam PSL Plies: I Length:4'6" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt): 13 Design Value Control Value Result Moment(Ft-Ibs) 430 19902 Passed Shear(Ibs.) -215 8035 Passed Live Load Deflection(") 0 .15" Passed Total Load Deflection(") 0 .23" Passed Reaction(Ibs.) 375 375 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam#55 4'6" 0 1 1/2" See TrUS Joist Framer's Pocket Guide for Product Trademark Information 'I'J-Xpert 6.40 (#691)A Page 10 05-MA800-675-149SEAPUIT-REV-U013 Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM 2 Flush Beam#56 0 0 1 1/2" Reactions: Assumed Member Weight(plt): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 4'6" 93 284 377 0 2(Ibs.) 0 102 283 385 0 Loads• Load Location Live Dead Type Distributed(plo 4'2 1/4"to 4'6" 129.9 to 129.9 0 to 0 Floor Distributed(pit) 2'9" to 4'2 1/4" 125.8 to 125.8 31.5 to 31.5 Floor Distributed(pit) 2'to 2'9" 125.8 to 125.8 31.5 to 31.5 floor i Distributed(plt) 0 to 2' 125.8 to 125.8 31.5 to 31.5 Floor .Hangers• Bearing#2 Face Mount.................. HHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information Skew........................00 Slope....................... 00 No Web Stiffeners Required Support..................... PSL Hanger Note: Bearing# 1 Pace Mount.................. IAHUS410 Nailing Pattern Information Member Nails................ 10- I0d Pace Nails..................30- I0d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... PSL Hanger Note: Obiect: Flush Beam #58 General• 3 1/2"x 11 7/8"2.0E Parallam PSL Plies: 1 Length:4'6" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 13 Design Value Control Value Result Moment(Pt-Ibs) 266 19902 Passed Shear(Ibs.) 133 8035 Passed Live Load Deflection(") 0 .15" Passed Total Load Deflection(") 0 .23" Passed Reaction(Ibs.) 237 237 Passed Bearings• Bearing Location Input Length Required Length I Flush Beam#55 0 0 1 1/2" 2 Flush Beam#56 4'6" 0 1 1/2" See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-apert6.40 (#691)A Page II 05-MA800-675-149SEAPUIT'-REV-I.JOB Design Date:8/19/2005 11:20:56 AM Report Date:8/23/2005 11:47:53 AM Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (lbs.) 0 32 207 239 0 2(Ibs.) 4'6" 32 207 239 0 Loads: Load Location Live Dead IYpe Distributed(pit) 2'6"to 4'6" 92.2 to 92.2 0 to 0 Floor Distributed(pit) I'to 2'6" 92.2 to 92.2 0 to 0 I7 loor Distributed(pit) 3 3/4" to 1' 92.2 to 92.2 0 to 0 Floor Distributed(pit) 0 to 3 3/4" 92.2 to 92.2 0 to 0 Floor Hangers• Bearing# I Face Mount.................. I-II-IUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- I0d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... PSL Hanger Note: Bearing#2 Face Mount.................. I-HUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... PSL Hanger Note: Notes: Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(T.I). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-Xpert 6.40 (#691)A Page 12 05-MA800-675-149SEAPUIT-REV-LJOI3 Member Calculations Report Trus Joist a Weyerhaeuser Business (CLH) 11 Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 CLevel Name: — Second Floor Status: Plotted Application: Floor" Non-Residential: No 3 ` 23 9, EI.41 J.c ill: Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:55:22 AM Obiect: Joist Area#296 Problem 1 of 6 General: Product: 14"TJI 360.joist Spacing: 16" Plies: I Deflection Criteria: Standard, Live Load L/480,Total Load L/240 Member Weight(plf)per ply: 3.3 Design Value Control Value Result Moment (Ft-Ibs) 4185 7335 Passed Shear (Ibs.) 1019 2248 Passed Live Load Deflection (") .28" .58" Passed Total Load Deflection (") 12" .2" Passed Reaction (Ibs.) 1929 3450 Passed TJ-Pro Rating 35 30 Passed Bearinits: Bearing Location Input Length' Net Length I Drop Beam#27 25'8" 3 1/2" 2 1/4" 2 Wall# 12 0 5 1/2" 4 1/4" 3 Wall# 14 23'9 1/4" 5 1/2" 5 1/2" Reactions: Location Dead Load Live Load Total Load Uplift I (Ibs.) 25'S 1/2" 0 514 514 0 2(Ibs.) 4 1/2" 566 1136 1702 0 3 (1bs.) 23'9 1/4" 656 1273 1929 0 Loads: Roof Load Duration Factor: 115% Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 0 108 Floor Concentrated(Ibs.) 2 3/4" 0 3 Roof Concentrated(Ibs.) 2 3/4" 507 331 Roof' Concentrated(Ibs.) 25'S 1/4" 0 108 Floor Concentrated(Ibs.) 25'S 1/4" 0 3 Roof Concentrated(lbs.) 25'S 1/4" 507 331 Roof See TruS Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (#691)A Page I 05-MA800-675-149SEAPUIT-REV-I.JOB e � Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:55:22 AM Distributed(pit) 0 to 25'8" 53.3 to 53.3 13.3 to 13.3 Floor Notes: Design Methodology: ASD Glued and nailed decking is required. Direct Applied Ceiling of 1/2"Gypsum is Required Floor Decking:23/32" Structurwood Edge Gold(24" Span Rating) IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.40 (#691)A Page 2 05-MA800-675-149SEAPUIT-REV-I.JOB e Member Calculations Report Trus Joist a Weyerhaeuser Business (CLH) I l Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Second Floor Status: Plotted Application: Floor Non-Residential: No JV. t-�7- 611 Design Date:8/19/2005 10:02:18 AM t Report Date:8/23/2005 11:55:46 AM Object: Joist Area#359 Problem 1 of 1 General: Product: 11 7/8"T.11 230 joist Spacing: 12" Plies: Deflection Criteria: Standard, Live Load L/480,Total Load L/240 Member Weight(plf)per ply: 3 Design Value Control Value Result Moment (Ft-Ibs) 3260 4015 Passed Shear (Ibs.) -659 1655 Passed Live Load Deflection (") .35" .44" Passed Total Load Deflection (") .52" .88" Passed Reaction (Ibs.) 659 659 Passed TJ-Pro Rating 48 30 Passed Bearings: Bearing Location Input Length Net Length I Flush Beam By Others#37 0 0 1 3/4" 2 Flush Beam By Others#39 17'6" 0 1 3/4" Reactions: Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 154 417 571 0 2(Ibs.) 17'6" 213 446 659 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 11'5 1/4" 0 81 Floor Concentrated(Ibs.) 11'5 1/4" 65 32 Floor Concentrated(Ibs.) 11'5 1/4" 158 79 Floor Distributed(plf) 0 to I P 5 1/4" 40 to 40 10 to 10 Floor Distributed(plt) 1 1'5 1/4"to 17'6" 30 to 30 10 to 10 Floor Hangers: Bearing# I Face Mount.................. IUS2.37/11.88 See Trus Joist Framer's Pocket Guide for Product Trademark Information "rJ-apert 6.40 (#691)A Page I 05-MA800-675-149SEAPUIT-REV-LJOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:55:46 AM Nailing Pattern Information Member Nails................0-N 10 Face Nails.................. 10-N 10 Geometry Information 0 Slope....................... 00 No Web Stiffeners Required Support.....................Glulam/Heavy Timber Hanger Note: Bearing#2 Pace Mount.................. IUS2.37/11.88 Nailing Pattern Information Member Nails................0-N 10 Face Nails.................. I0-N 10 Geometry Information 0 Slope.......................00 No Web Stiffeners Required Support.....................GlUlam/Heavy Timber Hanger Note: Notes: Design Methodology: ASD Glued and nailed decking is required. Direct Applied Ceiling of 1/2"Gypsum is Required Floor Decking:23/32" Structurwood Edge Gold(24" Span Rating) IMPORTANT! The analysis presented above is output from software developed by Trus.foist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See TruS Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.40 (#691)A Page 2 05-MA800-675-149SEAPUIT-REV-I.JOI3 i Member Calculations Report Trus Joist a Weyerhaeuser Business (CLH) I I Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Second Floor Status: Plotted Application: Floor Non-Residential: No 2' it J Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:56:00 AM Object: Joist Area#334 Problem 1 of 1 General: Product: 11 7/8"TJI 230 joist Spacing: 12" Plies: I Deflection Criteria: Standard, Live Load L/480,Total Load L/240 Member Weight(plf)per ply: 3 Design Value Control Value Result Moment (Ft-Ibs) 3024 4015 Passed Shear (Ibs.) 755 1655 Passed Live Load Deflection (") .37" .44" Passed Total Load Deflection (") .52" .89" Passed Reaction (Ibs.) 550 550 Passed TJ-Pro Rating 48 30 Passed Bearings: Bearing Location Input Length Net Length I Flush Beam#45 18' 0 1 3/4" 2 Wall#32 0 3 1/2" 2 1/4" Reactions: Location Dead Load Live Load Total Load Uplift I (Ibs.) 18' 138 412 550 0 2(Ibs.) 2 1/2" 238 531 769 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 4'8" 0 81 Floor Concentrated(Ibs.) 4'8" 99 50 Floor Concentrated(Ibs.) 4'8" 123 66 Floor Distributed(plf) 0 to 18' 40 to 40 10 to 10 Floor Hangers: Bearing# 1 Face Mount.................. IUS2.37/11.88 Nailing Pattern Information See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (#691)A Page I 05-MA800-675-149SEAPUIT-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:56:00 AM Member Nails................0-N I O Pace Nails.................. 10-N 10 Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: Notes: Design Methodology: ASD Glued and nailed decking is required. Direct Applied Ceiling of 1/2"Gypsum is Required Floor Decking:23/32" Structurwood Edge Gold(24"Span Rating) IMPORTANT! The analysis presented above is output from software developed by Trus Joist(T.1). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information ' "I'J-apert 6.40 (#691)A Page 2 05-MA800-675-149SEA13UIT-REV-I.J013 s � Member Calculations Report - Trus Joist a Weyerhaeuser Business (CLH) 11 Campanelli Dr. i Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Second Floor Status: Plotted Application: Floor Non-Residential: No r I� t + I Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:56:34 AM Object: Joist Area#289 Problem 1 of 1 General• Product: 11 7/8"TJI 360,joist Spacing: 16" Plies: I Deflection Criteria: Standard, Live Load L/480,Total Load L/240 Member Weight(plf)per ply: 3 Design Value Control Value Result Moment (Ft-Ibs) 3197 6180 Passed Shear (Ibs.) -1704 1961 Passed Live Load Deflection (") .39" .48" Passed Total Load Deflection (") .5" .96" Passed Reaction (Ibs.) 1709 1731 Passed TJ-Pro Rating 44 30 Passed .Bearings• Bearing Location Input Length Net Length I Wall# 10 0 5 1/2" 4 1/4" 2 Wall# 16 20' 5 1/2" 4 1/4" Reactions: Location Dead Load Live Load Total Load Uplift I (Ibs.) 4 1/2" 637 1129 1766 0 2(Ibs.) 19'7 1/2" 732 1113 1845 0 Loads: Roof Load Duration Factor: 1 15% Load Location Live Dead type Concentrated(Ibs.) 2 3/4" 0 108 Floor Concentrated(Ibs.) 2 3/4" 391 388 Roof Concentrated(Ibs.) 2 3/4" 195 0 Floor Concentrated(Ibs.) 19'9 1/4" 0 108 Floor Concentrated(Ibs.) 19'9 1/4" 0 3 Roof Concentrated(Ibs.) 19'3 3/4" 0 108 Floor Concentrated(Ibs.) 19'3 3/4" 391 388 Roof Concentrated(Ibs.) 19'3 3/4" 199 0 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (#691)A Page 1 05-MA800-675-149SEAPUIT-REV-LJOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:56:34 AM Distributed(pit) 0 to 20' 53.3 to 53.3 13.3 to 13.3 Floor Notes: Design Methodology: ASD Glued and nailed decking is required. Direct Applied Ceiling of 1/2"Gypsum is Required Floor Decking:23/32"Structurwood Edge Gold(24" Span Rating) IMPORTANT! The analysis presented above is output from software developed by Trus Joist(T.1). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.40 (#691)A Page 2 05-MA800-675-149SEAPUI'r-REV-I.J013 Member Calculations Report Trus Joist a Weyerhaeuser Business (CLH) 11 Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Second Floor Status: Plotted Application: Floor Non-Residential: No Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:54:23 AM Obiect: Header#298 General: 1 3/4"x 11 7/8" 1.91E Microllam LVL Plies:2 Length:9'9" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt):6 Design Value Control Value Result Moment(Pt-Ibs) 18202 20525 Passed Shear(Ibs.) 6504 9081 Passed Live Load Deflection(") .27" .33" Passed Total Load Deflection(") .39" .49" Passed Reaction(Ibs.) 6955 7875 Passed Bearings: Bearing Location Input Length Required Length I Wall#14 0 1 1/2" 2 Wall#14 919.. 1 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 2548 5366 7914 0 2(Ibs.) 919.1 2288 4677 6965 0 Loads: Load Location Live Dead Type Distributed(plf) 2'8 1/4"to 9'9" 182.3 to 379.4 341.8 to 472.9 Roof Distributed(plf) 2'8 1/4" to 9'9" 546.8 to 546.8 0 to 0 Floor Distributed(pit) 0 to 2'9 3/4" 220 to 287.6 454 to 498.9 Roof Distributed(plf) 0 to 2'9 3/4" 546.8 to 546.8 0 to 0 Floor Concentrated(Ibs.) 2'8 1/4" 1406 542 Roof Concentrated(Ibs.) 2'8 1/4" 640 0 Floor Obiect: Header#299 General: 1 3/4"x 11 7/8" 1.91E Microllam LVL Plies:2 Length:9'9" Deflection Criteria: Standard,Live Load L/360,Total Load L/240 r7r mber Weight per ply(pit):6 Design Value Control Value Result ment(Ft-Ibs) 15565 20525 Passed ar(Ibs.) 6796 9081 Passed See Trus Joist Framer's Pocket Guide for Product Trademark Information pert6.40 (#691)A Page I 05-MA800-675-149SI--APUIT-REV-UOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:54:23 AM Live Load Deflection(") .2 1" .33" Passed Total Load Deflection(") .35" .49" Passed Reaction(Ibs.) 8688 11812 Passed Bearinj4s• Bearing Location Input Length Required Length I Wall#14 0 1 1/2" 2 Wall#14 9191, 1 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load 'Total Load Uplift I (Ibs.) 0 3496 5201 8697 0 2(Ibs.) 9.91. 3325 5116 8440 0 Loads: Load Location Live Dead "Type Distributed(pit) 7' 11 3/4"to 9'9" 412.8 to 412.8 494.6 to 494.6 12oo1' Distributed(pit) 7' 11 3/4"to 9'9" 546.8 to 546.8 0 to 0 Floor Distributed(plf) 9 1/4"to 8' 1 1/4" 546.8 to 546.8 314.6 to 314.6 Floor Distributed(pit) 0 to 10 3/4" 412.8 to 412.8 494.6 to 494.6 Roof Distributed(plo 0 to 10 3/4" 546.8 to 546.8 0 to 0 Floor Concentrated(Ibs.) 7' 11 3/4" 1337 1593 Roof Concentrated(Ibs.) 7' 11 3/4" 640 0 Floor Concentrated(Ibs.) 9 1/4" 1320 1566 Roof Concentrated(Ibs.) 9 1/4" 640 0 Floor Meet: Header#300 General: 1 3/4" x 11 7/8" 1.9E Microllam LVL Plies:2 Length:9'9" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 6 Design Value Control Value Result Moment(Ft-Ibs) 20535 20525 Passed Shear(Ibs.) -7315 9081 Passed Live Load Deflection(") .3" .33" Passed Total Load Deflection(") .42" .49" Passed Reaction(Ibs.) 7794 7875 Passed Bearin$!s• Bearing Location Input Length Required Length I Wall#14 0 1 1/2" 2 Wall#14 919.1 1 1/2" Reactions: ASSUmed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 2326 5272 7597 0 2(Ibs.) 919.1 2286 5517 7803 0 Loads: Load Location Live Dead Type Distributed(pit) 0 to 8'7 1/2 379.2 to 139.7 472.8 to 313.5 Roof Distributed(plo 0 to 8'7 1/2" 546.8 to 546.8 0 to 0 Floor Distributed(pit) 9'7 1/2"to 8'7 1/2" 333.8 to 333.8 83.5 to 83.5 Floor Concentrated(Ibs.) 8'6" 180 702 Roof See Trus Joist Framer's Pocket Guide for Product"Trademark Information "1'.I-apert 6.40 (#691)A Page 2 05-MA800-675-149SGAPUI"I'-REV-1..1013 I • Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:54:23 AM Concentrated(Ibs.) 8'6" 1447 0 Floor Concentrated(Ibs.) 4'S 3/4" 1251 328 Roof Concentrated(Ibs.) 4'S 3/4" 640 0 Floor Notes Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(T.1). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building;and have not been reviewed by TJ Engineering. I See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (4691)A Page 3 05-MA800-675-149SL--APUIT-REV-I.JOB Member Calculations Report Trus Joist a Weyerhaeuser Business(CLH) I Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Second Floor Status: Plotted Application: Floor Non-Residential: No Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:20 AiNI Object: Drop Beam#27 General• 1 3/4"x 9 1/2" 1.9E Microllam LVL Plies:2 Length:39' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):4.8 Design Value Control Value Result Moment(Ft-Ibs) 3394 13541 Passed Shear(Ibs.) 1719 7265 Passed Live Load Deflection(") .2" .42" Passed Total Load Deflection(") .21" .63" Passed Reaction(Ibs.) 3484 9188 Passed Bearings• Bearing Location Input Length Required Length I Column By Others#68 6" 3 1/2" 3 1/2" 2 Column By Others#69 38'6" 3 1/2" 3 1/2" 3 Column By Others#73 25' 10" 3 1/2" 3 1/2" 4 Column By Others#74 13'2" 3 1/2" 3 1/2" Reactions• Assumed Member Weight(pit): 14 Location Dead Load Live Load 'Total Load Uplift I (Ibs.) 6" 79 645 724 0 2(Ibs.) 38'6" 453 1277 1730 0 3 (1bs.) 25' 10" 208 3337 3545 0 4(1bs.) 13'2" 192 2923 3115 0 Loads: Load Location Live Dead Type Distributed(plo 26'2"to 28'2 1/2" 380.4 to 328.5 0 to 0 Roof Distributed(plf) 26'2"to 28'2 1/2" 4.9 to 0 0 to 0 Floor Distributed(pit) 28'2 1/2" to 30' 1" 328.5 to 276.7 0 to 0 Roof Distributed(pit) 30' 1" to 31' 11 1/2" 276.7 to 224.8 0 to 0 Roof Distributed(pit) 31' 11 1/2"to 33' 10" 224.8 to 172.9 0 to 0 Roof Distributed(pit) 33' 10"to 35'6 1/2" 172.9 to 0 0 to 0 Roof Distributed(pit) 22'7 1/4" to 26'2" 385 to 385 0 to 0 Roof Distributed(plt) 22'7 1/4"to 26'2" 7.5 to 7.5 0 to 0 Floor Distributed(pit) 15'4 3/4"to 22'7 1/4" 0 to 0 0 to 0 Floor Distributed(pit) 12' 10" to 15'4 3/4" 385 to 385 0 to 0 Roof Distributed(pit) 12' 10" to 15'4 3/4" 7.5 to 7.5 0 to 0 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (#691)A Page I 05-MA800-675-149SEAPUIT-REV-I.J013 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:20 AM Distributed(plf) 4' 10 3/4"to 12' 10" 170 to 380.4 0 to 0 Roof Distributed(pit) 4' 10 3/4"to 12' 10" 0 to 4.9 0 to 0 Floor Distributed(pit) P 10 3/4"to 4' 10 3/4" 0 to 0 0 to 0 Floor Distributed(pit) 0 to 1' 10 3/4" 0 to 0 0 to 0 Floor Distributed(pit) 38'9 1/4"to 36' 1 1 7/8" 40.9 to 85.6 0 to 0 Roof Distributed(pit) 38'9 1/4" to 36' 11 7/8" 124.9 to 154.6 0 to 0 Floor Distributed(plt) 36' 1 1 7/8"to 35'6 1/2" 85.6 to 12 1.1 0 to 137.7 Roof Distributed(pit) 36' 1 1 7/8"to 35'6 1/2" 154.6 to 40.5 0 to 0 floor Distributed(pit) 36' 1 1 7/8"to 35'6 1/2" 0 to-124.8 0 to 0 Floor Distributed(pit) 38'9 1/4"to 39' 33.2 to 33.2 104.7 to 104.7 Roof Distributed(pit) 38'9 1/4"to 39' 46.2 to 46.2 0 to 0 Floor Distributed(plt) 3819 1/4"to 39' -43.4 to-43.4 0 to 0 Floor Concentrated(Ibs.) 0 63 0 Roof Concentrated(Ibs.) 0 90 0 Floor Concentrated(Ibs.) 39' 129 262 Roof Concentrated(Ibs.) 39' 24 0 Floor Object: Drop Beam#28 General: 1 3/4"x 11 7/8" 1.9E Microllam LVL Plies:4 Length:28' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 15158 35696 Passed Shear(Ibs.) -2703 15794 Passed Live Load Deflection(") .15" .7" Passed Total Load Deflection(") -.19" .2" Passed Reaction(Ibs.) 4010 18375 Passed Bearint1s• Bearing Location Input Length Required Length I Column By Others 452 1'6" 3 1/2" 3 1/2" 2 Column By Others 456 3'6" 3 1/2" 3 1/2" 3 Column By Others 466 26'6" 3 1/2" 3 1/2" 4 Column By Others#67 24'6" 3 1/2" 3 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 1'6" 0 0 0 ' 0 2(Ibs.) 3'6" 808 3062 3871 0 3(Ibs.) 26'6" 0 0 0 0 4(Ibs.) 24'6" 808 3062 3871 0 Loads: Load Location Live Dead "Type Distributed(pit) 22'9 3/4"to 28' 218.7 to 218.7 43.7 to 43.7 Floor Distributed(pit) 5'6"to 22'9 3/4" 218.7 to 218.7 43.7 to 43.7 Floor Distributed(pit) 0 to 5'6" 218.7 to 218.7 43.7 to 43.7 Floor Object: Drop Beam #72 General: 3 1/2" x It 7/8"2.0E Parallam PSL Plies: I Length:28'3 3/4" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 13 See"frus Joist Framer's Pocket Guide for Product"Trademark Information 'I'J-Xpert 6.40 (4691)A Page 2 05-MA800-675-149SEA1'UI"1'-REV-I..IOB I Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:20 AM Design Value Control Value Result Moment(Ft-Ibs) -5853 22888 Passed Shear(Ibs.) -3843 9241 Passed Live Load Deflection(") .04" .25" Passed Total Load Deflection(") .06" .38" Passed Reaction(Ibs.) 8363 9188 Passed Bearings: Bearing Location Input Length Required Length I Wall#4 28'3 3/4" 3 3/4" 3 3/4" 2 Wall#70 28'3 3/4" 5'6" 5'6" 3 Wall#71 0 5'6" 5'6" 4 Column By Others#77 15'4 7/8" 3 1/2" 3 1/2" 5 Column By Others#78 12'4 7/8" 3 1/2" 3 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 28' 1 1/2" 749 1643 2392 0 2(Ibs.) 22' 11 1/4" 3793 5682 9474 0 2(Ibs.) 24'3 3/8"to 323'7 0 0 0 0 3 (1bs.) 0 466 803 1269 0 3(Ibs.) 1'S 1/4"to 48'9" 0 0 0 0 3 (1bs.) 5'4 1/2" 3561 5300 8861 0 4(1bs.) 15'4 7/8" 2991 5377 8369 0 5(Ibs.) 12'4 7/8" 2600 4839 7439 0 Loads: Load Location Live Dead Type Distributed(pli) 22'9 3/4"to 28'3 3/4" 0 to 0 81 to 81 Floor Distributed(plf) 2'2 1/4" to 5'6" 0 to 0 81 to 81 Floor Distributed(plf) 5'6"to 22'9 3/4" 0 to 0 81 to 81 Floor Distributed(pit) 28'to 28'3 3/4" 0 to 0 2.3 to 2.3 Roof Distributed(plf) 2'2 1/4" to 5'6" 540 to 540 418.8 to 418.8 Roof' Distributed(pit) 5'6" to 9'S 1/4" 540 to 540 418.8 to 418.8 Roof Distributed(pit) 2'2 1/4"to 5'6" 88.9 to 88.9 0 to 0 Floor Distributed(pit) 5'6"to 9'S 1/4" 88.9 to 88.9 0 to 0 Floor Distributed(pit) 22'9 3/4"to 28' 540 to 540 418.8 to 418.8 Roof Distributed(pli) 9'S 1/4" to 22'9 3/4" 540 to 540 418.8 to 418.8 Roof Distributed(pit) 22'9 3/4" to 28' 88.9 to 88.9 0 to 0 Floor Distributed(pit) 9'S 1/4" to 22'9 3/4" 88.9 to 88.9 0 to 0 Floor Distributed(plt) 0 to 2'2 1/4" 270 to 270 268.6 to 268.6 Rooi' Distributed(plf) 0 to 2'2 1/4" 100.7 to 100.7 0 to 0 Floor Distributed(pit) 22'9 3/4"to 28' 105 to 105 21 to 21 Floor Distributed(pit) 5'6" to 22'9 3/4" 210 to 210 42 to 42 Floor Distributed(pit) 0 to 5'6" 105 to 105 21 to 21 Floor Concentrated(Ibs.) 2'2 1/4" 180 972 Roof Concentrated(Ibs.) 2'2 1/4" 690 0 Floor Concentrated(Ibs.) 2'2 1/4" -6 0 Floor Concentrated(Ibs.) 28'3 3/4" 371 0 Rooi' Concentrated(Ibs.) 28'3 3/4" 157 0 Floor Notes: Design Methodology: ASD See TrUS.foist Framer's Pocket Guide for Product Trademark Information TJ-apert6.40 (#691)A Page 3 05-MA800-675-149SL'APUIT-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date•.8/23/2005 11:49:20 AM IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. i I I See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-Xpert 6.40 (#691)A Page 4 05-MA800-675-149SEAPUIT-REV-I.JOB Member Calculations Report Trus Joist a Weyerhaeuser Business (CLH) I I Campanelli Ur. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name. Second Floor Status: Plotted Application: Floor Non-Residential: No Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Object: Flush Beam #38 General: 1 3/4"x 11 7/8" 1.9F Microllam LVL Plies: 3 Length: I F 3" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-lbs) 23598 30788 Passed Shear(lbs.) -8428 11845 Passed Live Load Deflection(") .25" .35" Passed Total Load Deflection(") .38" .53" Passed Reaction(lbs.) 10970 12272 Passed Bearings: Bearing Location Input Length Required Length I Wail#7 0 5 1/2" 5 1/2" 2 Wall#9 1 P 3" 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 4" 2687 4097 6784 0 2(lbs.) 10' 1 1" 3614 7333 10947 0 Loads: Load Location Live Dead Type Distributed(pIf) 0 to 8'6" 0 to 0 81 to 81 Floor Distributed(plt) 8'6" to 111 3" 0 to 0 81 to 81 Floor Distributed(pit) 0 to 2'9 3/4" 300.9 to 300.9 298.4 to 298.4 Root Distributed(pit) 0 to 2'9 3/4" 150.5 to 150.5 0 to 0 Floor Distributed(plf) 2'9 3/4" to 3' 1 3/4" 300.9 to 300.9 298.4 to 298.4 Roof Distributed(pit) 2'9 3/4" to 3' 1 3/4" 150.5 to 150.5 0 to 0 Floor Distributed(pit) 3' 1 3/4"to I P 3" 300.9 to 300.9 298.4 to 298.4 Roof Distributed(plo 3' 1 3/4"to I P 3" 150.5 to 150.5 0 to 0 Floor Distributed(pit) 0 to 11'3" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pIf) 2'6" to 0 9.6 to 0 9.6 to 0 Floor Distributed(pIf) 2'6"to 8'9" 11.4 to 11.4 11.4 to 11.4 Floor Distributed(pit) 8'9"to 1 P 3" 9.6 to 0 9.6 to 0 Floor Concentrated(Ibs.) 8'6" 5957 1706 Floor Object: Flush Beam#40 See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-Xpert 6.40 (#691)A Page 1 05-MA800-675-149SL'APUI'I"-RBV-I.JO13 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM General: 1 3/4"a 11 7/8" 1.9E Microllam LVL Plies:2 Length: 17'6" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 8529 17848 Passed Shear(Ibs.) -1592 7897 Passed Live Load Deflection(") .28" .58" Passed Total Load Deflection(") .48" .87" Passed Reaction(Ibs.) 1672 2603 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam By Others#39 0 0 1 1/2" 2 Wall#32 17'6" 1 3/4" 1 3/4" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load 'total Load Uplift I (Ibs.) 0 491 712 1203 0 2(Ibs.) 17'5 3/4" 683 1006 1689 0. Loads: Load Location Live Dead Type Concentrated(Ibs.) 12' 1 3/4" 0 108 Floor Concentrated(Ibs.) 12' 1 3/4" 155 84 Floor Concentrated(Ibs.) 12' 1 3/4" 147 74 Floor Distributed(pit) 0 to 6'8" 40 to 40 13.3 to 13.3 Floor Distributed(pit) 6'8" to 11' 20 to 20 6.7 to 6.7 Floor Distributed(pit) I I'to 12' 1 3/4" 40 to 40 13.3 to 13.3 Floor Distributed(pit) 12' 1 3/4"to 17'6" 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) 6'8" 127 60 Floor Concentrated(Ibs.) 111 605 399 Floor Concentrated(Ibs.) 111 -40 0 Floor Hanp_ers- Bearing# I Face Mount.................. I-IFIUS410 Nailing Pattern Information Member Nails................ 10- I0d Face Nails..................30- 10d Geometry Information Skew........................00 Slope....................... 00 No Web Stiffeners Required Support.....................Glulam/Heavy Timber Hanger Note: Meet: Flush Beam #41 General: 1 3/4"s 11 7/8" 1.9E Microllam LVL Plies:3 Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 24215 26772 Passed See TrUS Joist Framer's Pocket Guide for Product Trademark Information r.l-apert 6.40 (#691)A Page 2 05-MA800-675-149SEAPUIT-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Shear(Ibs.) 4620 11845 Passed Live Load Deflection(") .47" .59" Passed Total Load Deflection(") .89" .88" Failed Reaction(Ibs.) 4673 4673 Passed Bearings: Bearing Location Input Length Required Length I Drop Beam#72 18' 3 1/2" 3 1/2" 2 Wall#32 0 1 3/4" 2 1/8" 3 Wall#71 18' S 1/2" 5 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 17' 10 1/4" 972 870 1842 0 2(Ibs.) 1/4" 2010 2629 4638 0 3 (Ibs.) 17'9 1/4" 972 870 1842 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 10' 360 279 Roof Concentrated(Ibs.) 17'9 1/4" 59 0 Floor Distributed(pit) 18'to 10' 10" 0 to 0 81 to 81 Floor Distributed(pit) 6'6" to 5'4 1/4" 0 to 0 81 to 81 Floor Distributed(pit) 10' 10" to 6'6" 0 to 0 81 to 81 F'loor Concentrated(Ibs.) 5'4 1/4" 0 54 Floor Concentrated(Ibs.) 5'4 1/4" 76 41 Floor Concentrated(Ibs.) 5'4 1/4" 74 37 Floor Concentrated(Ibs.) 5'4 1/4" 2845 1662 Floor Distributed(pit) 1 3/4"to 5'4 1/4" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pit) 514 1/4"to 6'6" 20 to 20 6.7 to 6.7 Floor Distributed(pit) 10' 10"to 18' 20 to 20 6.7 to 6.7 Floor Concentrated(Ibs.) 10' 10" 127 60 Floor Concentrated(Ibs.) 6'6" 522 347 Floor Concentrated(Ibs.) 6'6" -34 0 Floor Object: Flush Beam #42 General: 1 3/4"x 11 7/8" I.9E Micro]lam LVL Plies: I Length:2'6" Deflection Criteria: Standard, Live Load L/360,'total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(1-t-Ibs) 1 1 1 8924 Passed Shear(Ibs.) 37 3948 Passed Live Load Deflection(") 0 .08" Passed Total Load Deflection(") 0 .13" Passed Reaction(Ibs.) 177 177 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam#40 0 0 1 1/2" 2 Flush Beam#41 2'6" 0 1 1/2" Reactions: Assumed Member Weight(pit): 14 See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ\pert 6.40 (#691)A Page 3 05-MA800-675-149SL'APUII'-It1--V-1..1013 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Location Dead Load Live Load Total Load Uplift (Ibs.) 0 60 127 187 0 2(Ibs.) 2'6" 60 127 187 0 Loads: Load Location Live Dead Type Distributed(plf) 3 3/4"to 2'6" 101.9 to 101.9 34 to 34 Floor Distributed(plf) 0 to 3 3/4" 100 to 100 33.3 to 33.3 Floor Hangers: Bearing# I Face Mount.................. IUTI I Nailing Pattern Information Member Nails................2-N 10 Face Nails.................. 10-N 10 Geometry Information Skew........................ 00 Slope....................... 00 No Web Stiffeners Required Support..................... LVL 1-1anger Note: Bearing#2 Face Mount.................. IUTI I Nailing Pattern Information Member Nails................2-N I 0 Face Nails.................. 10-N 10 Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: Object: Flush Beam#43 General: 1 3/4"x 11 7/8" 1.913 Microllam LVL Plies: I Length:2'6" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf):6 Design Value Control Value Result Moment(Ft-Ibs) 746 8924 Passed Shear(Ibs.) 503 3948 Passed Live Load Deflection(") 0 .08" Passed Total Load Deflection(") .01" .1 3" Passed Reaction(Ibs.) 859 859 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam#40 0 0 1 1/2" 2 Flush Beam#41 2'6" 0 1 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 399 605 1004 0 2(Ibs.) 2'6" 347 522 869 0 See Trus Joist Framer's Pocket Guide for Product"Trademark Information T.I-Xpert 6.40 (9691)A Page 4 05-MA800-675-149SEAPUIT-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Loads: Load Location Live Dead Type Distributed(pit) 0 to 3 3/4" 312.7 to 312.7 179.4 to 179.4 Floor Distributed(pit) 0 to 3 3/4" -3.7 to-3.7 0 to 0 Floor Distributed(pit) 3 3/4"to 1' 31 1.4 to 31 1.4 178.5 to 178.5 Floor Distributed(plf) 3 3/4"to 1' -3.7 to-3.7 0 to 0 Floor Distributed(pit) I'to 2'6" 297.4 to 297.4 179.2 to 179.2 Floor Distributed(pll) P to 2'6" -10.9 to-10.9 0 to 0 Floor Concentrated(Ibs.) 1' 370 263 Floor Concentrated(Ibs.) 1' -53 0 Floor .Hangers: Bearing# I Face Mount.................. I UT I I Nailing Pattern Information Member Nails................2-N 10 Face Nails.................. 10- 10d Geometry Information Skew........................00 Slope....................... 00 No Web Stiffeners Required Support..................... LVL Hanger Note: Bearing#2 Face Mount.................. IUTI Nailing Pattern Information Member Nails................2-N 10 Face Nails.................. 10-N 10 Geometry Information Skew........................00 Slope....................... 00 No Web Stiffeners Required Support..................... LVL Hanger Note: ' Object: Flush Beam#44 General: 1 3/4"a 11 7/8" 1.91:Microllam LVL Plies:3 Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 16874 26772 Passed Shear(Ibs.) 3675 11845 Passed Live Load Deflection(") :31" .59" Passed Total Load Deflection(") .63" .88" Passed Reaction(Ibs.) 3839 3839 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam By Others#37 0 0 1 3/4" 2 Wall#24 18, 5 1/2" 5 1/2" Reactions: Assumed Member Weight(plf): 14 See Trus Joist Framer's Pocket Guide for Product'rrademark Information r.l-Xpert 6.40 (It691)A Page 5 05-MA800-675-149SEAPUI"r-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 1799 2006 3804 0 2(Ibs.) 17'8" 1971 1729 3700 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 1/4" 362 280 Rool' Concentrated(Ibs.) 17'9 1/4" 58 0 Floor Concentrated(Ibs.) 17'9 1/4" 362 284 Roof Concentrated(Ibs.) 17'9 1/4" 65 0 Floor Distributed(pit) 3'8" to 0 0 to 0 81 to 81 Floor Distributed(plf) 18'to 3'8" 0 to 0 81 to 81 Floor Concentrated(Ibs.) 4'4 3/4" 0 54 Floor Concentrated(Ibs.) 4'4 3/4" 106 53 Floor Concentrated(Ibs.) 4'4 3/4" 83 44 Floor Concentrated(Ibs.) 5'7 3/8" 1515 885 Floor Distributed(pit) 0 to 3'8" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pll) 3'8"to 4'4 3/4" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plf) 4'4 3/4"to 17'6 1/2" 20 to 20 6.7 to 6.7 Floor Distributed(pit) 17'6 1/2"to 18' 46.7 to 46.7 13.3 to 13.3 Floor Concentrated(Ibs.) 3'8" 681 204 Floor Handers: Bearing# I Face Mount.................. FIHUS5.50/10 Nailing Pattern Information Member Nails................ 10- I6d Face Nails.................. 30- I6d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support.....................GlUlam/1-leavy Timber Hanger Note: Obiect: Flush Beam #45 General: 1 3/4"x 16" 1.9E Microllam LVL Plies:3 Length: 14'8" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 8.1 Design Value Control Value Result Moment(Ft-Ibs) 42830 53672 Passed Shear(Ibs.) 9785 18354 Passed Live Load Deflection(") .31" .46" Passed Total Load Deflection(") .49" .69" Passed Reaction(Ibs.) 13079 15244 Passed Bearings: Bearing Location Input Length Required Length I Wall#17 0 4" 4" 2 Wall#18 4" 5 11/16" 5 11/16" 3 Wall#23 14'4" 5 3/4" 5 3/4" 4 Wall#24 14'8" 4" 4" See Trus Joist Framer's Pocket Guide for Product"Trademark Information "T.I-apert6,41 (1691)A Page 6 05-MA800-675-149S13APUIT-REV-I.JOI3 i Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Reactions• Assumed Member Weight(pli): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 2" 2447 4055 6502 0 2(Ibs.) 4" 2447 4055 6502 0 3 (Ibs.) 14'4" 2448 4056 6504 0 4(1bs.) 14'6" 2448 4056 6504 0 Loads• Load Location Live Dead Type Distributed(pli) 14'4" to 14'8" 0 to 0 81 to 81 floor Distributed(pit) 4" to 14'4" 0 to 0 81 to 81 Floor Distributed(pll) 0 to 4" 0 to 0 81 to 81 Floor Distributed(pit) 14'4"to 14'8" 540 to 540 422.7 to 422.7 Roof Distributed(pit) 4"to 14'4" 540 to 540 422.7 to 422.7 Roof Distributed(pit) 0 to 4" 540 to 540 422.7 to 422.7 Roof Distributed(pit) 14'4"to 14'8" 96.1 to 96.1 0 to 0 Floor Distributed(pit) 4" to 14'4" 96.1 to 96.1 0 to 0 Floor Distributed(pit) 0 to 4" 96.1 to 96.1 0 to 0 Floor Distributed(pit) 14'4"to 14'8" 411.7 to 411.7 138.2 to 138.2 Floor Distributed(plt) 4" to 14'4" 411.7 to 411.7 138.2 to 138.2 Floor Distributed(plf) 0 to 4" 411.7 to 411.7 138.2 to 138.2 Floor Distributed(pit) 2'6" to 4" 48.5 to 0 9.7 to 0 Floor Distributed(pit) 4' 10"to 2'6" 80.2 to 55.3 16 to 11.1 Floor Distributed(pif) 7'6 3/16" to 4' 10" 91.2 to 83.2 18.2 to 16.6 Floor Distributed(pit) 9'9 9/16" to 7'6 3/16" 83.3 to 91.2 16.7 to 18.2 Floor Distributed(pit) 12' 1 5/16" to 9'9 9/16" 55.3 to 80.2 1 1.1 to 16 Floor Distributed(plf) 12' 1 5/16"to 14'4" 48.6 to 0 9.7 to 0 Floor Object: Flush Beam #48 General: 1 3/4"x 11 7/8" 1.91:-7 Microliam LVL Plies:2 Length:20' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 9356 17848 Passed Shear(Ibs.) 1723 9081 Passed Live Load Deflection(") .49" .64" Passed "Total Load Deflection(") .69" .97" Passed Reaction(Ibs.) 2713 8181 Passed Bearings: Bearing Location Input Length Required Length I Wall#10 20' S 1/2" 5 1/2" 2 Wall#16 0 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pli): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 19'8" 1014 1484 2498 0 2(Ibs.) 4" 1078 1655 2733 0 Loads: Load Location Live Dead "Type Concentrated(Ibs.) 19'9 1/4" 0 108 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information "1-.I-apert 6.40 (#691)A Page 7 05-MA800-675-149SGAPUI"I'-RGV-I.J013 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Concentrated(Ibs.) 19'9 1/4" 0 3 Roof Concentrated(Ibs.) 2 3/4" 0 108 1:1001. Concentrated(Ibs.) 2 3/4" 0 3 Roof Concentrated(Ibs.) 8 1/4" 0 108 Floor Concentrated(Ibs.) 8 1/4" 382 379 Roof' Concentrated(Ibs.) 8 1/4" 127 0 Floor Concentrated(Ibs.) 19'3 3/4" 0 108 Floor Concentrated(Ibs) 19'3 3/4" 382 379 Roof Concentrated(Ibs.) 19'3 3/4" 127 0 Floor Distributed(pit) 0 to 6'3 1/4" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 6'3 1/4" to 9' 10 1/4" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(plf) 9' 10 1/4" to 20' 53.3 to 53.3 13.3 to 13.3 Floor Concentrated(Ibs.) 9' 10 1/4" 28 203 Roof Concentrated(Ibs.) 9' 10 1/4" 657 0 Floor Concentrated(Ibs.) 9' 10 I/4" -16 0 floor Concentrated(Ibs.) 6'3 1/4" 47 171 Roof Concentrated(Ibs.) 6'3 1/4" 418 0 Floor Concentrated(Ibs.) 6'3 1/4" -7 0 Floor Object: Flush Beam#50 General: 1 3/4"x 14" 1.9E Microllam LVL Plies:2 Length:25'8" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 7.1 Design Value Control Value Result Moment(Ft-Ibs) 12057 24258 Passed Shear(Ibs.) -1668 9310 Passed Live Load Deflection(") .28" .78" Passed Total Load Deflection(") -.17" .2" Passed Reaction(Ibs.) 2330 8181 Passed Bearings: Bearing Location Input Length Required Length I Drop Beam#27 25'8" 3 1/2" 3 1/2" 2 Wall#12 0 51/2" 51/2" ! 3 Wall#14 23'9 1/4" 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 25'6" 0 0 0 0 2(Ibs.) 4" 587 1280 1867 0 3 (1bs.) 23'9 1/4" 702 1627 2328 0 Loads: Load Location Live Dead Type Distributed(plt) 12' 11 3/4"to 16'6 3/4" 200 to 200 50 to 50 Floor Concentrated(Ibs.) 2 3/4" 0 108 Floor Concentrated(Ibs.) 2 3/4" 0 3 Roof Concentrated(Ibs.) 2 3/4" 168 105 Roof Concentrated(Ibs.) 25'5 1/4" 0 108 Floor Concentrated(Ibs.) 25'5 1/4" 0 3 Roof Concentrated(Ibs.) 25'5 1/4" 168 105 Roof Distributed(pit) 0 to 12' 11 3/4" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(plt) 12' 11 3/4"to 16'6 3/4" 26.7 to 26.7 6.7 to 6.7 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-apert 6.40 (#691)A Page 8 05-MA800-675-149SEAPUIT-REV-I..IOB Design Date:8/19/2005 10:02:18 A17 Report Date:8/23/2005 11:49:32 AiNI Distributed(plf) 16'6 3/4"to 25'8" 53.3 to 53.3. 13.3 to 13.3 Floor Concentrated(Ibs.) 12' 11 3/4" 402 0 Floor Concentrated(Ibs.) 16'6 3/4" 169 0 Floor Object: Flush Beam #51 General: 1 3/4"s 11 7/8" 1.9E Microllam LVL Plies: I Length: 8'9" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pli):6 Design Value Control Value Result Moment(Ft-Ibs) 1345 8924 Passed Shear(Ibs.) 479 3948 Passed Live Load Deflection(") .04" .29" Passed Total Load Deflection(") .05" .44" Passed Reaction(Ibs.) 585 2297 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam#53 0 0 2 7/16" 2 Column By Others#294 8191. 1 3/4" 1 3/4" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 620 1237 1857 0 2(Ibs.) 8'8 3/4" 144 477 621 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 0 759 443 Floor Distributed(plf) 7'3"to 8'9" 106.8 to 106.8 0 to 0 Floor Distributed(plf) 0 to 7'3" 109.6 to 109.6 27.4 to 27.4 Floor Handers: Bearing# I Face Mount.................. HUS1.81/10 Nailing Pattern Information Member Nails................ 10- I0d IDS Face Nails.................. 30- I0d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: Object: Flush Beam # 53 General: 1 3/4"x 11 7/8" 1.91?Microllam LVL Plies:3 Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 6 Design Value Control Value Result Moment(Ft-Ibs) 16800 26772 Passed Shear(Ibs.) -3209 11845 Passed Live Load Deflection(") .32" .59" Passed See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-Xpert 6.40 (#691)A Page 9 05-MA800-675-149SI:APU1'I'-REV-1..IOB � 4 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 A11 Total Load Deflection(") .62" .88" Passed Reaction(Ibs.) 3305 3905 Passed BearinjIs• Bearing Location Input Length Required Length I Wall#24 0 5 1/2" 5 1/2" 2 Wall#32 18' 1 3/4" 1 3/4" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 4" 1933 1796 3728 0 2(Ibs.) 17' 11 3/4" 1435 1836 3270 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 0 109 Floor Concentrated(Ibs.) 2 3/4" 360 278 Roof' Concentrated(Ibs.) 2 3/4" 58 0 Floor Concentrated(Ibs.) 2 3/4" 360 282 Roof Concentrated(Ibs.) 2 3/4" 64 0 Floor Distributed(pit) 0 to 13'S 3/4" 0 to 0 81 to 81 Floor Concentrated(Ibs.) 13'S 3/4" 0 54 Floor Concentrated(Ibs.) 13'S 3/4" 66 33 Floor Concentrated(Ibs.) 13'S 3/4" 82 44 Floor Concentrated(Ibs.) 12'4 5/8" 759 443 Floor Distributed(pit) 0 to 5 1/2" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 5 1/2"to 12'4 5/8" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pit) 12'4 5/8"to 18' 53.3 to 53.3 13.3 to 13.3 Floor. Concentrated(Ibs.) 12'4 5/8" 1237 620 Floor Obiect: Flush Beam #54 General: 1 3/4"x 11 7/8" 1.9E Microllam LVL Plies: 1 Length:5' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 1077 8924 Passed Shear(Ibs.) -528 3948 Passed Live Load Deflection(") .01" .17" Passed Total Load Deflection(") .02" .25" Passed Reaction(Ibs.) 836 836 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam#44 0 0 1 1/2" 2 Flush Beam#55 5' 0 1 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 204 681 885 0 2(Ibs.) 5' 189 667 856 0 Loads: Load Location Live Dead Type See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-apert 6.40 (k691)A Page 10 05-MA800-675-149SEAPUIT-REV-1.J013 i Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Distributed(plf) 4'3 3/4"to 4' 200 to 200 50 to 50 Floor Distributed(pit) 4'3 3/4"to 5' 200 to 200 50 to 50 Floor Distributed(pit) 0 to 4' 200 to 200 50 to 50 Floor Distributed(pit) 4'to 4'3 3/4" 54.9 to 54.9 0 to 0 Floor Distributed(pif) 4'3 3/4" to 5' 55 to 55 0 to 0 Floor Distributed(pit) 0 to 4' 73.3 to 73.3 18.3 to 18.3 Floor Hangers• Bearing# Face Mount.................. IUTI I Nailing Pattern Information Member Nails................ 2-N I 0 Face Nails.................. 10-N 10 Geometry Information Skew........................ 00 Slope....................... 00 No Web Stiffeners Required Support..................... LVL Hanger Note: Bearing#2 Face Mount.................. IUTI I Nailing Pattern Information Member Nails................2-N 10 Face Nails.................. 10-N 10 Geometry Information Skew........................ 00 Slope....................... 00 No Web Stiffeners Required Support..................... LVL Hanger Note: Meet: Flush Beam # 55 General• 1 3/4"x 11 7/8" 1.917-Microllam LVL Plies: I Length: 12' 1 3/8" Deflection Criteria: Standard, Live Load L/360,"total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 1095 8924 Passed Shear(Ibs.) 562 3948 Passed Live Load Deflection(") .01" .19" Passed Total Load Deflection(") .02" .28" Passed Reaction(Ibs.) 613 613 Passed Bearings• Bearing Location Input Length Required Length I Flush Beam#43 12' 1 3/8" 0 1 1/2" 2 Wall#32 5'7 3/8" 3 1/2" 3 1/2" 3 Column By Others#294 0 1 3/4" 1 3/4" Reactions• Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 12' 1 3/8" 263 370 633 0 2(Ibs.) 5' 7 3/8" 367 790 1 157 0 3(Ibs.) 1/4" 141 482 623 0 See TCUS.IOISt Framer's Pocket Guide for Product Trademark Information T.I\pert 6.40 (#691)A Page I I 05-MA800-675-149SEAPUIT-REV-I.JOB a Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Loads: Load Location Live Dead type Concentrated(Ibs.) 10' 1 1 5/8" 0 108 Floor Concentrated(Ibs.) 10' 1 1 5/8" 153 82 Floor Concentrated(Ibs.) 10' 1 1 5/8" 147 74 Floor Distributed(plf) 0 to I' 11 3/8" 26.7 to 26.7 6.7 to 6.7 Floor Distributed(pit) I' 1 1 3/8"to 10' 11 5/8" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 10' 1 1 5/8"to 12' 1 3/8" 40 to 40 13.3 to 13.3 Floor Concentrated(Ibs.) I' 11 3/8" 667 189 Floor Hangers' Bearing# I Face Mount.................. IUI'I Nailing Pattern Information Member Nails................ 2-N 10 Face Nails.................. 10-N 10 Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: Mect: Flush Beam#81 General: 1 1 7/8"T.II 230 joist Plies:2 Length: 17'6" Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt): 3 Design Value Control Value Result Moment(Ft-Ibs) 6461 8030 Passed Shear(Ibs.) 1513 3310 Passed Live Load Deflection(") .26" .58" Passed Total Load Deflection(") .63" .88" Passed Reaction(Ibs.) 1513 1513 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam By Others#37 0 0 1 3/4" 2 Flush Beam By Others#39 17-6" 0 1 3/4" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 999 584 1583 0 2(Ibs.) 17'6" 666 516 1 182 0 Loads: Load Location Live Dead Type Distributed(pit) 0 to I P 5 1/4" 0 to 0 81 to 81 Floor Concentrated(Ibs.) 5'4 1/4" 0 54 Floor Concentrated(Ibs.) 5'4 1/4" 77 42 Floor Concentrated(Ibs.) 5'4 1/4" 74 37 Floor Concentrated(Ibs.) I F 5 1/4" 0 54 Floor Concentrated(Ibs.) I P 5 1/4" 31 22 Floor Concentrated(Ibs.) I P 5 1/4" 106 53 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert6.40 (#691)A Page 12 05-MA800-675-149SEAPUIT-REV-L.1013 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Distributed(plf) 0 to 5'4 1/4" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 5'4 1/4" to 11'5 1/4" 46.7 to 46.7 13.3 to 13.3 Floor Distributed(pit) I F 5 1/4" to 17'6" 40 to 40 13.3 to 13.3 Floor Han1jers• Bearing# I Top Mount................... MIT351 1.88-2 Nailing Pattern Information Member Nails................2-N 10 face Nails..................4- 16d "fop Nails...................4- 16d Geometry Information Skew........................00 Slope.......................00 "fop Flange.................. 00 No Web Stiffeners Required Support.....................Glulam/Heavy Timber Hanger Note: Bearing#2 Top Mount................... MIT351 1.88-2 Nailing Pattern Information Member Nails................ 2-N 10 Face Nails..................4- 16d "fop Nails...................4- 16d Geometry Information Skew........................00 Slope.......................00 Top Flange..................00 No Web Stiffeners Required Support.....................Glulam/1-leavy Timber Hanger Note: Object: Flush Beam #82 General: 1 3/4"x 11 7/8" 1.9G Microllam LVL Plies:2 Length: 171611 Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 11748 20525 Passed Shear(Ibs.) 2071 9081 Passed Live Load Deflection(") .52" .58" Passed Total Load Deflection(") .63" .88" Passed Reaction(Ibs.) 1477 1477 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam By Others#37 IT 6" 0 1 1/2" 2 Flush Beam By Others#39 0 0 1 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 17'6" 328 1 166 1495 0 2(Ibs.) 0 407 1747 2153 0 See Trus Joist Framer's Pocket Guide for Product Trademark Information 'I'J-Xpert 6.40 (1691)A Page 13 05-MA800-675-149SEAPUIT-REV-1..1013 4 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Loads' Load Location Live Dead type Concentrated(Ibs.) 6'3/4" 0 108 Floor Concentrated(Ibs.) 6'3/4" 86 43 Floor Concentrated(Ibs.) 6'3/4" 211 106 Floor Concentrated(Ibs.) 6'3/4" 1763 0 Roof' Distributed(pit) 0 to 6'3/4" 40 to 40 13.3 to 13.3 Floor Distributed(pit) 6'3/4"to 17'6" 53.3 to 53.3 13.3 to 13.3 Floor HanjZers• Bearing#2 Face Mount.................. I-IIAUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails.................. 30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support.....................Giulam/1-leavy Timber Hanger Note: Bearing# I Face Mount.................. I-IHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information 0 Slope.......................00 No Web Stiffeners Required Support..................... Glulam/1-leavy"timber Hanger Note: Mect: Flush Beam #83 General: 1 3/4"x 11 7/8" 1.913 Microllam LVL Plies:2 Length: 17'6" Deflection Criteria: Standard, Live Load L/360,"total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 12085 20525 Passed Shear(Ibs.) 2127 9081 Passed Live Load Deflection(") .53" .58" Passed Total Load Deflection(") .64" .88" Passed Reaction(Ibs.) 1506 1506 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam By Others#37 17'6" 0 1 1/2" 2 Flush Beam By Others#39 0 0 1 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 17'6" 328 1 196 1524 0 I See Trus Joist Framer's Pocket Guide for Product Trademark Information 'r.l-xpert 6.40 (#691)A Page 14 05-MA800-675-I49SEAPUIT-RGV-I..IOB Design Date:8/19/2005 10:02:18 ANI Report Date:8/23/2005 11:49:32 ANI 2(Ibs.) 0 407 1802 2209 0 Loads• Load Location Live Dead "Type Concentrated(Ibs.) 6 3/4" 0 108 Floor Concentrated(Ibs.) 6'3/4" 86 43 Floor Concentrated(Ibs.) 6'3/4" 211 106 Floor Concentrated(Ibs.) 6'3/4" 1848 0 Roof Distributed(plf) 0 to 6'3/4" 40 to 40 13.3 to 13.3 Floor Distributed(plf) 6'3/4" to 17'6" 53.3 to 53.3 13.3 to 13.3 Floor Flamers• Bearing#2 face Mount.................. I IHUS410 Nailing Pattern Information Member Nails................ 10- IOd Face Nails.................. 30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support.....................Glulam/1-leavy Timber Hanger Note: Bearing# I Face Mount.................. I-HUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- I Od Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support.....................Glulam/Heavy Timber Hanger Note: Object: Flush Beam #84 General• 1 3/4"x 14" 1.9E Microllam LVL Plies:2 Length:24' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 7.1 Design Value Control Value Result Moment(Ft-Ibs) 12914 27897 Passed Shear(Ibs.) 2090 10706 Passed Live Load Deflection(") .77" .78" Passed Total Load Deflection(") .9" 1.17" Passed Reaction(Ibs.) 2684 8181 Passed Bearings• Bearing Location Input Length Required Length I Wall#12 24' 5 1/2" 5 1/2" 2 Wall#14 0 51/2" 51/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift See Trus.foist Framer's Pocket Guide for Product Trademark Information T.I-apert 6.40 (#691)A Page 15 05-MA800-675-149SEAPUIT-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM I (Ibs.) 23'8" 642 2040 2683 0 2(Ibs.) 4" 328 1891 2219 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 23'9 1/4" 0 108 floor Concentrated(Ibs.) 23'9 1/4" 0 3 Roof Concentrated(Ibs.) 23'9 1/4" 316 203 Roof' Concentrated(Ibs.) 16'6 1/4" 1168 0 Roof' Concentrated(Ibs.) 5'9 3/4" 1 168 0 Roof Distributed(pit) 0 to 24' 53.3 to 53.3 13.3 to 13.3 Floor Object: Flush Beam #85 General: 1 3/4"x 14" 1.913 Microllam LVL Plies:2 Length:24' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 7.1 Design Value Control Value Result Moment(Ft-Ibs) 13911 27897 Passed Shear(Ibs.) 3019 10706 Passed Live Load Deflection(") .57" .78" Passed Total Load Deflection(") .99" 1.17" Passed Reaction(Ibs.) 3679 8181 Passed Bearings: Bearing Location Input Length Required Length I Wall#12 24' S 1/2" 5 1/2" 2 Wall#14 0 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 23'8" 1692 1986 3678 0 2(Ibs.) 4" 1593 1977 3570 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 23'9 1/4" 0 108 Floor Concentrated(Ibs.) 23'9 1/4" 0 3 Rool, Concentrated(Ibs.) 23'9 1/4" 257 167 Roof Distributed(plf) 3'2 9/16" to 2 3/4" 0 to 0 81 to 81 Floor Distributed(pit) 2 3/4" to 3'2 9/16" 0 to 0 2.3 to 2.3 Roof' Distributed(pit) 2 3/4" to 3'2 9/16" 108.1 to 108.1 70.4 to 70.4 Roof Concentrated(Ibs.) 2 3/4" 0 54 Floor Concentrated(Ibs.) 2 3/4" 0 2 Roof. Concentrated(Ibs.) 22' 1 1/4" 0 54 Floor Concentrated(Ibs.) 22' 1 1/4" 0 2 Roof Distributed(plf) 22' 1 1/4" to 18'4 1/4" 0 to 0 81 to 81 Floor Distributed(plf) 18'4 1/4"to 22' 1 1/4" 0 to 0 2.3 to 2.3 Roof Distributed(pit) 19' 1 1/2" to 22' 1 1/4" 108.1 to 108.1 70.4 to 70.4 Roof Distributed(plt) 19' 1 1/2" to 18'4 1/4" 86.9 to 0 56.6 to 0 Roof Concentrated(Ibs.) 3'2 9/16" 905 639 Roof Concentrated(Ibs.) 18'4 3/8" 843 600 Roof Distributed(plf) 0 to 24' 53.3 to 53.3 13.3 to 13.3 Floor Obiect: Flush Beam#86 See Trus Joist Framer's Pocket Guide for Product"trademark Information "I".I-\pert6.40 (4691)A Page 16 05-MA800-675-149SGAPUI'I RL'V-1..1013 Design Date:8/19/2005 10:02:18 AM Report Date.8/23/2005 11:49:32 AM General• 1 3/4"x 14" 1.9E Microllam LVL Plies:2 Length:24' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit): 7.1 Design Value Control Value Result Moment(Ft-Ibs) 13047 27897 Passed Shear(Ibs.) -3002 10706 Passed Live Load Deflection(") .55" .78" Passed Total Load Deflection(") .94" 1.17" Passed Reaction(Ibs.) 3668 8181 Passed Bearings• Bearing Location Input Length Required Length I Wall#12 24' 51/2" 51/2" 2 Wall#14 0 51/2" 51/2" Reactions• Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 23'8" 1659 2008 3667 0 2(Ibs.) 4" 1566 1960 3526 0 Loads• Load Location Live Dead Type Concentrated(Ibs.) 23'9 1/4" 0 108 Floor Concentrated(Ibs.) 23'9 1/4" 0 3 Roof Concentrated(Ibs.) 23'9 1/4" 257 167 Roof Concentrated(Ibs.) 2 3/4" 0 54 Floor Concentrated(Ibs.) 2 3/4" 0 2 Roof Distributed(plf) 2 3/4"to 3'2 1/2" 0 to 0 81 to 81 Floor Distributed(plo 3'2 1/2" to 2 3/4" 0 to 0 2.3 to 2.3 Roof` Distributed(pit) 3'2 1/2" to 2 3/4" 108.1 to 108.1 70.4 to 70.4 Roof Distributed(plf) 19' 1 1/2"to 22' 1 1/4" 0 to 0 81 to 81 Floor Distributed(pit) 22' 1 1/4"to 19' 1 1/2" 0 to 0 2.3 to 2.3 Roof Distributed(pit) 22' 1 1/4" to 19' 1 1/2" 108.1 to 108.1 70.4 to 70.4 Roof Concentrated(Ibs.) 22' 1 1/4" 0 54 Floor Concentrated(Ibs.) 22' 1 1/4" 0 2 Roof Concentrated(Ibs.) 3'2 9/16" 919 648 Roof' Concentrated(Ibs.) 19' 1 1/2" 868 616 Roof Distributed(pit) 0 to 24' 53.3 to 53.3 13.3 to 13.3 Floor Object: Flush Beam #87 General: 1 3/4"x 14" 1.9E:Microllam LVL Plies:2 Length: 24' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt): 7.1 Design Value Control Value Result Moment(1-t-Ibs) 12675 27897 Passed Shear(Ibs.) 2458 10706 Passed Live Load Deflection(") .65" .78" Passed Total Load Deflection(") .89" 1.17" Passed Reaction(Ibs.) 2845 8181 Passed Bearings• Bearing Location Input Length Required Length See Trus Joist Framer's Pocket Guide for Product Trademark fnf'onnation TJ-Xper16.40 (#691)A Page 17 05-MA800-675-149SEAPUI"r-REV-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM I Wall#12 24' 51/2" 51/2" 2 Wall#14 0 51/2" 5 1/2" .Reactions• Assumed Member Weight(plt): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 23'8" 765 2079 2844 0 2(lbs.) 4" 542 2046 2588 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 23'9 1/4" 0 108 Floor Concentrated(lbs.) 23'9 1/4" 0 3 Roof Concentrated(lbs.) 23'9 1/4" 221 140 Roos' Concentrated(Ibs.) 7'6 3/4" 0 54 Floor Concentrated(Ibs.) 7'6 3/4" 0 2 Roof Concentrated(Ibs.) 7'6 3/4" 72 47 Roof Concentrated(lbs.) 14'9 1/4" 0 54 Floor Concentrated(lbs.) 14'9 1/4" 0 2 Roof Concentrated(lbs.) 14'9 1/4" 72 47 Roof Concentrated(lbs.) 7'6 3/4" 72 97 Roof Concentrated(lbs.) 14'9 1/4" 72 97 Rool' Concentrated(lbs.) 3'2 1/2" 1 168 0 Roof Concentrated(Ibs.) 19' 1 1/2" 1168 0 Roof Distributed(plt) 0 to 24' 53.3 to 53.3 13.3 to 13.3 Floor Notes• Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Gngineering. See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.40 (#691)A Page 18 05-MA800-675-149S6APUIT-IZEV-I..IOB Ji Member Calculations Report Trus Joist a Weyerhaeuser Business (CLI) I Campanelli Dr. Box 373 Assonet,MA 02702 508-644-5100 508-644-5131 Level Name: Second Floor Status: Plotted Application: Floor Non-Residential: No i Design Date.8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 ANI Object: Flush Beam#318 General: i 11 7/8"T.II 230 joist Plies: 2 Length: 19' Deflection Criteria: Standard, Live Load L/360,"rotal Load L/240 Member Weight per ply(pit):3 Design Value Control Value Result Moment(Ft-Ibs) 3572 8030 Passed Shear(Ibs.) -934 3310 Passed Live Load Deflection(") .21" .59" Passed Total Load Deflection(") .36" .89" Passed Reaction(Ibs.) 943 943 Passed Bearinp,s• Bearing Location Input Length Required Length I Flush Beam By Others#37 19, 0 1 3/4" 2 Wall#24 1'2 3/4" 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pit): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 19' 460 553 1013 0 2(Ibs.) P 2 3/4" 2772 3548 6320 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 2 3/4" 0 54 Floor Concentrated(Ibs.) 2 3/4" 0 2 Roof Distributed(pli) 0 to 1' 0 to 0 81 to 81 Floor Distributed(pli) 0 to 1' 0 to 0 2.3 to 2.3 Roof Distributed(pit) 0 to 1' 120 to 120 78.1 to 78.1 Roof Concentrated(Ibs.) I'2 3/4" 0 54 Floor Concentrated(Ibs.) P 2 3/4" 362 284 Roof Concentrated(Ibs.) P 2 3/4" 46 0 Floor Concentrated(Ibs.) 14' 7 1/4" 0 108 Floor Concentrated(Ibs.) 14'7 1/4" 44 44 Floor Concentrated(Ibs.) 14'7 1/4" 53 53 Floor Concentrated(Ibs.) 14'7 1/4" 53 53 Floor Concentrated(Ibs.) 14'7 1/4" 45 45 Floor Concentrated(Ibs.) 1' 2222 1826 Roof Concentrated(Ibs.) 1' 328 0 Floor See TrU$Joist Framer's Pocket Guide for Product Trademark Information T.I-apert 6.40 (#691)A Page I 05-MA800-675-149SGAPUIT-R6V-1..1013 i Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AINI Distributed(plt) 0 to 1' 20 to 20 6.7 to 6.7 Floor Distributed(plt) I'to 14'7 1/4" 40 to 40 13.3 to 13.3 Floor Distributed(plt) 14'7 1/4"to 19' 53.3 to 53.3 13.3 to 13.3 Floor Handers• Bearing# I Top Mount................... MIT3511.88-2 Nailing Pattern Information Member Nails................ 2-N 10 Face Nails..................4-N 10 Top Nails...................4-N I 0 Geometry Information Skew........................ 00 Slope....................... 00 Top Flange..................00 No Web Stiffeners Required Support.....................Glulam/Heavy Timber Hanger Note: Obiect: Flush Beam#319 General• 11 7/8"T.11 230.joist Plies:2 Length: 19' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plt): 3 Design Value Control Value Result Moment(Ft-lbs) 4100 8030 Passed Shear(lbs.) -1072 3310 Passed Live Load Deflection(") .26" .59" Passed Total Load Deflection(") .4" .89" Passed Reaction(lbs.) 1081 1081 Passed Bearings• Bearing Location Input Length Required Length I Flush Beam By Others#37 19, 0 1 3/4" 2 Wall#24 1'2 3/4" 5 1/2" 5 1/2" Reactions• Assumed Member Weight(plt): 14 Location Dead Load Live Load Total Load Uplift I (lbs.) 19, 460 692 1152 0 2(lbs.) 1'2 3/4" 2772 3656 6428 0 Loads• Load Location Live Dead Type Concentrated(lbs.) P 2 3/4" 0 54 Floor Concentrated(lbs.) 1'2 3/4" 362 284 Roof Concentrated(Ibs.) 1'2 3/4" 65 0 Floor Distributed(plt) I'to 0 0 to 0 81 to 81 Floor Distributed(plt) I'to 0 0 to 0 2.3 to 2.3 Roof Distributed(plt) I'to 0 120 to 120 78.1 to 78.1 Roof Concentrated(lbs.) 2 3/4" 0 54 Floor Concentrated(lbs.) 2 3/4" 0 2 Roof Concentrated(lbs.) 14'7 1/4" 0 108 Floor Concentrated(lbs.) 14'7 1/4" 106 53 Floor Concentrated(lbs.) 14'7 1/4" 106 53 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-Xpert 6.40 (#691)A Page 2 05-MA800-675-149SGA13UIT-R6V-1..1013 r i% Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Concentrated(Ibs.) 14'7 1/4" 84 45 Floor Concentrated(Ibs.) 14'7 1/4" 83 44 Floor Concentrated(Ibs.) I' 2222 1826 Roof Concentrated(Ibs.) 1' 372 0 Floor Distributed(plf) 0 to 1' 20 to 20 6.7 to 6.7 Floor Distributed(plf) I'to 14'7 1/4" 40 to 40 13.3 to 13.3 Floor Distributed(plf) 14'7 1/4"to 19' 53.3 to 53.3 13.3 to 13.3 Floor Hangers: Bearing# I Top Mount................... MIT3511.88-2 Nailing Pattern Information Member Nails................2-N 10 Face Nails..................4- 16d 'Fop Nails...................4- 16d Geometry Information Skew........................00 Slope....................... 0° 'Fop Flange..................00 No Web Stiffeners Required Support..................... Glulam/1-leavy'rimber 1-I anger Note: Obiect: Flush Beam #320 General: 14"'r.11 360 joist Plies:2 Length:24' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf): 3.3 Design Value Control Value Result Moment(17t-Ibs) 8748 14670 Passed Shear(Ibs.) 1277 3910 Passed Live Load Deflection(") .37" .78" Passed Total Load Deflection(") .8" 1.17" Passed Reaction(Ibs.) 1284 3010 Passed Bearings: Bearing Location Input Length Required Length I Wall#12 24' 51/2" 51/2" 2 Wall#14 0 51/2" 51/2" Reactions: Assumed Member Weight(pll): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 23'8" 879 817 1696 0 2(1bs.) 4" 759 717 1476 0 Loads: Load Location Live Dead type Concentrated(Ibs.) 23'9 1/4" 0 108 Floor Concentrated(Ibs.) 23'9 1/4" 0 3 Roof' Concentrated(Ibs.) 23'9 1/4" 110 66 Roof Concentrated(Ibs.) 7'6 3/4" 0 54 Floor Concentrated(Ibs.) 7'6 3/4" 0 2 Roof Concentrated(Ibs.) 7'6 3/4" 72 47 Roof Distributed(plf) 7'6 3/4" to 14'9 1/4" 0 to 0 81 to 81 Floor See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ-Xpert 6.40 (#691)A Page 3 05-MA800-675-149SEAPUIT-REV-1..1013 L Design Date:1/19/2005 111:02:18 AM Report Date:8/23/2005 11:49:32 AM Distributed(plf) 14'9 1/4"to 7'6 3/4" 0 to 0 2.3 to 2.3 Roof Concentrated(Ibs.) 14'9 1/4" 0 54 Floor Concentrated(Ibs.) 14'9 1/4" 0 2 Roof Concentrated(Ibs.) 14'9 1/4" 72 47 Roof Distributed(pit) 0 to 24' 53.3 to 53.3 13.3 to 13.3 Floor Object: Flush Beam #321 General: 1 3/4"a 11 7/8" 1.913 Microllam LVL Plies:2 Length: 18' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf):6 Design Value Control Value Result Moment(Ft-Ibs) 8846 20525 Passed Shear(Ibs.) 2107 9081 Passed Live Load Deflection(") .38" .59" Passed Total Load Deflection(") .49" .88" Passed Reaction(Ibs.) 2651 8181 Passed Bearings: Bearing Location Input Length Required Length I Flush Beam By Others#37 0 0 1 1/2" 2 Wall#24 18' 5 1/2" 5 1/2" Reactions: Assumed Member Weight(pli): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 468 1735 2203 0 2(Ibs.) IT 8" 1001 1669 2670 0 Loads: Load Location Live Dead 'Type Concentrated(Ibs.) 17'9 1/4" 0 108 Floor Concentrated(Ibs.) 17'9 1/4" 725 567 Roof Concentrated(Ibs.) 17'9 1/4" 130 0 Floor Concentrated(Ibs.) 4'4 3/4" 0 108 Floor Concentrated(Ibs.) 4'4 3/4" 211 106 Floor Concentrated(Ibs.) 4'4 3/4" 166 89 Floor Concentrated(Ibs.) 4'4 3/4" 1393 0 Roof Distributed(pit) 0 to 4'4 3/4" 53.3 to 53.3 13.3 to 13.3 Floor Distributed(pit) 4'4 3/4" to 18' 40 to 40 13.3 to 13.3 Floor Hangers: Bearing# I Face Mount.................. FIIAUS410 Nailing Pattern Information Member Nails................ 10- I0d Face Nails.................. 30- I0d Geometry Information a Slope.......................00 No Web Stiffeners Required Support.....................GlUlam/I-leavy Timber Hanger Note: Object: Flush Beam #287 See TrUs Joist Framer's Pocket Guide for Product Trademark Information T.I-apert 6.40 (#691)A Page 4 05-MA800-675-149SEAPUIT-RBV-1..1013 Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM General• 1 3/4" x 11 7/8" 1.91?Microllam LVL Plies:2 Length: 10' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(pit):6 Design Value Control Value Result Moment(Ft-Ibs) 1350 17848 Passed Shear(Ibs.) -753 7897 Passed Live Load Deflection(") .01" .23" Passed Total Load Deflection(") .02" .34" Passed Reaction(Ibs.) 402 402 Passed Bearings• Bearing Location Input Length Required Length I Flush Beam#48 0 0 1 1/2" 2 Flush Beam#50 10' 0 1 1/2" 3 Wall#26 6'9 1/4" 5 1/2" 5 1/2" Reactions• Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 0 203 686 889 0 2(Ibs.) 10' 0 402 402 0 3 (1bs.) 6'9 1/4" 508 1541 2049 0 Loads: Load Location Live Dead Type Distributed(pit) 0 to 4'9 1/4" 9.2 to 9.2 60.5 to 60.5 Roof Distributed(pit) 0 to 4'9 1/4" 198.5 to 198.5 0 to 0 Floor Distributed(pit) 4'9 1/4" to 6'6 1/2" 195.4 to 195.4 48.9 to 48.9 Floor Distributed(pit) 6'6 1/2"to 6'9 1/4" 176.4 to 176.4 39.6 to 39.6 Floor Distributed(pit) 10'to 6'9 1/4" 252.1 to 252.1 63 to 63 Floor Hangers• Bearing# I Face Mount.................. 1-HUS410 Nailing Pattern Information Member Nails................ 10- I0d Face Nails..................30- 10d Geometry Information Skew........................ 00 Slope....................... 00 No Web Stiffeners Required Support..................... LVL Hanger Note: Bearing#2 Face Mount.................. I-11-IUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails..................30- 10d Geometry Information Skew........................00 Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: See Trus Joist Framer's Pocket Guide for Product Trademark Information T.1-Xpert 6.40 (#691)A Page 5 05-MA800-675-149SEAPUIT-REV-I.JOB � y � Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM Obiect: Flush Beam #288 General: 1 3/4"x 11 7/8" 1.91--Microllam LVL Plies:2 Length: 10' Deflection Criteria: Standard, Live Load L/360,Total Load L/240 Member Weight per ply(plf):6 Design Value • Control Value Result � Moment(Ft-Ibs) 927 17848 Passed Shear(Ibs.) 498 7897 Passed Live Load Deflection(") .01" .23" Passed Total Load Deflection(") .01" .34" Passed Reaction(Ibs.) 631 631 Passed Bearinlls• Bearing Location Input Length Required Length I Flush Beam#48 10' 0 1 1/2" 2 Flush Beam#50 0 0 1 1/2" 3 Wall#26 3'2 3/4" 5 1/2" 5 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift I (Ibs.) 10' 171 465 636 0 2(Ibs.) 0 0 169 169 0 3(Ibs.) 3'2 3/4" 1204 2444 3649 0 Loads: Load Location Live Dead Type Concentrated(Ibs.) 3' 1 3/4" 1524 849 Roof Distributed(plf) 3'2 3/4"to 0 124.4 to 115 28.6 to 28.6 Floor Distributed(plf) 3'2 3/4"to 3'S 1/2" 100.3 to 100.3 24.5 to 24.5 Floor Distributed(plf) 3'S 1/2"to 5'2 3/4" 117.9 to 117.9 29.5 to 29.5 Floor Distributed(plf) 5'2 3/4"to 10' 15.2 to 15.2 48.8 to 48.8 Roof Distributed(plf) 5'2 3/4"to 10' 123 to 123 0 to 0 I loos .Hangers: Bearing#2 Face Mount.................. HHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face Nails.................. 30- I0d Geometry Information Skew........................0', Slope.......................00 No Web Stiffeners Required Support..................... LVL Hanger Note: Bearing# I Face Mount.................. HHUS410 Nailing Pattern Information Member Nails................ 10- 10d Face NaiIs.................. 30- 10d Geometry Information 0 Slope.......................00 I See Trus Joist Framer's Pocket Guide for Product Trademark Information T.I-xpert 6.40 (#691)A Page 6 05-MA800-675-149SGAPUI"I'-R6V-I.JOB Design Date:8/19/2005 10:02:18 AM Report Date:8/23/2005 11:49:32 AM No Web Stiffeners Required Support..................... LVL Hanger Note: Notes: Design Methodology: ASD IMPORTANT! The analysis presented above is output from software developed by"I'rus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJ Engineering. See TrUS Joist Framer's Pocket Guide for Product Trademark Information T.I\pert 6.40 (#691)A Page 7 05-MA800-675-149SEAPUIT-REV-I.JOB I ~ F:ISDSKPROAC 160001C 165361c I6536.dwg.Oct 25,200E-7:20am PLAN REFERENNILCES: ASSESSOS - 50 s�a�50' PARCEL 13.005P 95, 22 . L.C. PLAN 5725-57 1.3' x 1.3' CONCRETE POST TOP OF FOUNDATION ELEV. — 26.42 ASSESSORS MAP: 118 J' PARCEL: 121-1 61 ASSESSORS MAP: 95 BENCHMARK: TOP OF PARCEL: 13.001 CONCRETE BOUND ELEV. = 26.85 PLAN w ASSESSORS MAP 92 SCALE: 1°= 60' o PARCEL 13.005 AREA = 103,104 s.f.f I HEREBY CERTIFY THAT TH. WN o C HEREON IS LOCATED AS IT D. Z ' G cU'a a DATE PLSco v p �0 OAP ao 0 N S 6919,03 f ASSESSORS MAP: 95 204.95' PARCEL 13.006 Coastal Engineering Co.,Inc. c 2005 DRALW BY:MAP 06536.dw_ JSHEET NO. PROJECT NO. OASTAL PLOT PLAN OF LAND C16536.00 NGNEERING FOR SCALE ONIPANY,INC. �-SIL-VIA & SLVIA ASSOCIATES, INC. SK-1 1'=60' 260 Cranberry Hwy.Orleans,MA 02653 lqg SEAPUIT DATE SOS.2.55.6511 Fas:508.255.6700 ROAD BAk1�ISTABLE, MA 10.24.0E , Assessor's ma and lot number l �� .... .....f^� �� /�// �C �' p it SEPTIC SYSTEM "6l UST BE INSTALLED IN COMPLIANCE Sewage Permit number ......................................................... WITH ARTIC;1.E II STATE SANITARY CODE AND TOWN Qo*THE T TOWN OF BARNSTX ` . ii • i IIA"STLDLE, i 9� O 39.a.�O� BUILDING INSPECTOR Q APPLICATION FOR PERMIT TO ........... P/J!9Gf.>d�: .......... k/3...�... .....r.S�Uf...... .... ............................ TYPE OF CONSTRUCTION ��I1�W ..........G... ...... !e, ZU ! ................................................... ... ! .. ...........192• TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........... .C'F lqu!. ......... . ...,..... ..... ..:.. .....�. .........................................:................................................... Proposed Use ............ ... ........................................................... .................................................................... ........... 1i I //.ggt D ZoningDistrict ........................................................................Fire District ...................C.......................................................... / 0 �.......... �/.;e.....................Address .... /h f�� ...../..j..... .��i i l.!t!„ .. Name of Owner ....... . 1 .....Address .... Name of Builder .....:...��t'i2.t5....t..�..�lyl . ..... ....... .............................................. .... .... ...... Nameof Architect ..............%!!.C ' ....................................Address .........................................................................:.......... CKJ� GGNG,QE Numberof Rooms j..............s- ................................................Foundation ... ....... ................................... ............................. Exterior .... /r'�•'yI ............Roofings. V .. Floors �/M.. �' .Interior 0 Ay. �✓ Plumbing 62 �" Heating . ............,... .......................................... ............................. ............................................... ,�?�j�d Ica, 6 Fireplace ..................✓...............................................................Approximate Cost ............. ................................................... Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............ �........................... .. SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding TF1 above construction. Name . ...... .... ...... ............�.. pis: —~^~~°°= Davis | ' | 16912 - No ................. Permit fopw.4�.�#glz------- ' ......................................................... ----.�^—. . Locoh�n .� .B8^___.________.. � , - ~ � -----. ~ i --'_---._~-�.-----------.. Owner .........Holbrook. .......................... __--_ ' ~ Typo of Construction —. � a�.]��—_--- '— - ----.—.------------................. &o 95 Lot 19 �� Plot ---------. Lot ----'�-----. ' - ' ' 7 , 2� PermitGranted — ------* —.�.--]g ^ ' . ' ~ ' - ^ k Date of Inspection [��e Completed ---------�^—..j]V � ` ` - ^ � , ; ` � \ ` � ^ PERMIT REFUSED ^ '------'. -----------.`-- ]g , .--------------------`' ^ `. ---.. ~.----.----------------'_--. -------------------------- ---------.----.-----------.., � � Approved ,--------------- lV ' --------------------.-----.. � . ' ` ----------------------^^--- ` ^ `' \ � �� - J' t,r�sTia+b F/tea arc�sr _. oP4r sPAt•e. �� ;.•. .. SvsPt►+�ep ce�ts�J - - CSRAD� r 'I"'�t!' C o f•sib..s+h�r � "�� /b�..sA - - Y "(Slat Do41t tM Co4TP1+S+CA rOv4Tiea� i a a f- a Day wcic- e4ivr 5;11 �loA e+a+ Sglow 44AOC �oort 1'1�dJ18/ZA+N+ Sob FR o o A% ol E:asna� toa+c�o�e sL•�8 ^D �m 1'n T.O.FOOT. EL. 15.41' T.O.FOOT. EL.14.18' 201-0• 28•-0• 10'-0' 10'-O' T- - 5 T.O.FOUND. EL. 25.41' 2811------------- TOP OF FOOTING r- (EL. O.0')------L-_-- --_--_ EL. 15.61• ---------------------------------- --- ------- I I I I I T.O.C. EL. -0-2' CONT. 20• X 10' FOOTING BACKFILL W/ CLEAN.GRANULAR FILL l I I FLOOR BEAM W/2'XV TOP m I I FLOOR BEAM W/2'XV TOP NAILING I I I I MACHINE COMPACTED IN LIFTS NOT TO I I I I m z '� SLEEPER BOLTED TO TOP FLANGE NAILING SLEEPER BOLTED TO W/1/2'OIA.BOLTS STAGGER SPACED I I EXCEED 9'. i i TOP FLANGE ER S DIA. D 32'O.C.SHOP PAINT. I I BOLTS STAGGER SPACED 32• I 1 cO.C.SHOP PAINT. \ --------------------------J I I I WIOX19 I L---- -- - I — — — —WIOX19 — — I I — — — • — ' — • — — I ---------- ---------------------------- I I (010 B.P. 41 X 5' W X 9-1/2' H B.P. 3q• B.P. 4' X 5' W X 9-1/2' H =N0 I I ommvmvmmm r _I yc m I i c00'XD00'x0� r 'a 19'-41 Z._8. w I I I p-IErnyyN .I J m.00 I 1 I I r -- pm00m0 SISTER A 2' O'ASECTIONIOF I I I w '�r m r 12' THK X 3' X 3' FOOTING I I I �6rm-OX�'Qprc LVL 1 INSTALL TOP SIMPSON I W/4-u5 BARS EACH WAY 0 I t I I I' DEEP I Dr��y_�� CC5.5 COL. CAP , BOTTOM (TYP.) I I O mmrX zmc LCC4-5.25 LALLY CAP. COL. I I t I I I I ONO-iXO mm TO BE 4' DIA CONC. FILLED - 4 I I p I I O VEzMl^,Q STEEL TUBE. I I 70,mD�m°i i I I I ASH PIT DOOR I I m"�'yA E, I I CMU INFILL A�00 0X I I I 1 I I IG._O• L 4-O•-J O '-16'-O' N IGO' N I i I n m FLOOR BEAM W/2•XV TOP NAILING 00 0 I I O I I FLOOR BEAM W/2•XV TOP NAILING 00 i Om 0 SLEEPER BOLTED TO TOP FLANGE m w SLEEPER BOLTED TO TOP FLANGE I . m I I , I I WA/2'DIA.BOLTS STAGGER SPACED c r' a� W/I/2'DIA.BOLTS STAGGER SPACED• c r c I 1 32'O.C.SHOP PAINT. r W� r C 32'O.C.SHOP PAINT. v� T I I 1 I I I \ I I WIOX24 I WIOX30 1 J I I SPLICE I I I I B.P. 4' X 7W X 9-I/2' H I STEEL L L I I I I I —I nmmvmvmmm 12' THK X 4"X 4' FOOTING I OOX�'OAX Dc I I I I W/4-a5 BARS EACH WAY I yym�y�_mD� I I I I (TYP.1 iyrm- z!"ON=OZOmA I 1 nAyE�myNy m I IDm pOvom��m0 I I =1 I I=D m�OXwOr I 3 I - 4 CONC. SLAB ON COMPACTED FILL, v= A>� c-0 - I I I I M CUT JOINTS ALONG WALL AND BEAM I�w mm X zmc I -I m COL. LINES NO LATER THAN 12 HR 1 ONn?XOmm I I AFTER PLACEMENT/FINISH. I°� vEOai N"m m I I I I iN i A�zmXmOK I I zX 5 mimamra I I I I O� pa�Z-EpyX I 1 = 1 1 Imp Dzc W I I ' I I I I �mFLOOR BEAM XV TOP I I I I SLEEPER BOLTED TO TOP FLANGE 1 I y I I v I W/I/2•DIA.BOLTS STAGGER SPACED I m O I I 10' THK CONC. WALL ON i 32.O.C.SHOP PAINT: I r I L--------------- - _ -- ___ --CONT. 20' X 10_FOOTING---___----. , WIOX26 I Xm0 D ----------- - - ------ -� ---- ---� -- -------- -- I i I 1 TOP OF FOOTING I I EL. 15.41' I I I T.O.C. EL. -II'��-- I I 2O•_0. I I BACKFILL W/ ° I 1 I m I I CLEAN. I I I = a I I I Y= GRANULAR FILL I L----- ar J, MACHINE I ---J I I I 5,-T• 3-32 9-51• I I COMPACTED IN L-------------J EXCEED 9'. 8• THK CONC. WALL ON I I LIFTS NOT CONT. 20• X 12' FOOTIN I - I I I c rn i ;C, 10'-O' I I mama I I "'- m I DO-1X 1 nX M-u p1 u WF -y I I �p I 77 �b I I o ap I I �n I I a Nz 1 1 y m I I y �O I I I I O I I I I m I I 0 I I I I In I I I I 7 I I I I p I I I 1/ 1 u m — I I I u i \ I A I I I I u I I a•I I I I n I PITCH 2• I I PITCH 21 I I I w Xpra I I p ►p D I I na I I o A I I myzz I I Z I I On m I I 3•_0•I IDmA0 I I I 0>D I I __ I I zzz co I I m I D' I I u p l I Az I I = p l I 1^-m I I 1 I "> I I -1 I 0-0 I i I I zE I I m I I I I I I I I l p I I I I 110 O'• mOm pm�� m oz Dm D OD<m;mX ar«Oy D NO-0 Oz_ A�DOO•O��p'�nAm Om nz-Opm<�zy"O<'A'QT''Zz OOi OczO nmmz"N.xu ODzT3 zOOD au li III II N 10• THK CONC. ONC. WALL ON Onmm vXZm `' z' mDOXc CONT. X FOOTING A=m hz p0,• P Opz L ---- --- -- --------------- III IIiII NmN nL' m XA J VmG'' O�myy0M Nm"m0 <pom ,y= m0n n0Oz=D O 0m E\wmD l Oz0 Di mA , _Z — — myAD<U�m= —0a DyzN m AA9 A�AmXmB ym m ZpDEV -pm on m 0rnD0 Amp yzDEm Dxm-n•q O w r0 '\ ID=XO 0 y y=N_yypn "n A'z K00 >op".00 mWmav� im z aA'�AOOv= D0OmyvAziEm N Ea Oy0 nOzED Am O -O ^'O Im--r'nAm' y0 >_. D0mo 0�' DJimmD ~ O r'Dmnz OOOm<OAy vmo 0z 0yX y ODmD y OAM..OmmO yAOMO'vO z G' yOn mmCEQi ONmny- mOE 1 =O N uO DEam. WrN Ay C� < yuv m0" m m 0 n DATE: 70T FOUNDATION PLAN REVISION: Silvia & Silvia E ® O 10/20/2005 Associates, Inc. 0 1./16/2005 p C .•.sunnsas•w..uoaelsea•orstavvn iG n RESIDENCE 1284 MAIN STREET Z SCALE: OSTERVILLE, MA 149 SEAI:'LIIT ROAD 508-420-0226 OSTERvILLP. IIA w > > 201-0' 28'-0' 20-O' O FLOOR BEAM W/2'XL'TOP FLOOR BEAM W/2'XL'TOP NAILING m NAILING SLEEPER BOLTED TO SLEEPER BOLTED TO TOP FLANGE TOP FLANGE W/I/2'OIA. 2'OIA.BOLTS STAGGER SPACED BOLTS STAGGER SPACED 32' �32'O.C.SHOP PAINT. O.C.SHOP PAINT. WIOXI9 WIOXI9 DROPPED DROPPED ti C DO A E 00>,: m 0mmumvmm� .)> m XX D�O�cv II 0 D 'D v 3 -1 �mNo 2 m��ZAO •� myyw n<V�OD pvv rO0a'DA0LT1m�iI r cv tira0Aa3Jy W 000 Oz`0~mZ x 0 mry A09 A O D u m O'OOHIZ T A rmniODrxWO mm Om z m�c. O Oxim iDI mn? 0 9E m\-< OOi N imm N(lc �Dp1N�A A NmDXm Om mDoi �D n ,-0;0 0 a O OiiTr Ai OC EO? I FLOOR BEAM W/2'XL'TOP NAILING D Oz x D FLOOR BEAM W/2'XL'TOP N D m 5LEEPER BOLTED TO TOP FLANGE SLEEPER BOLTED TO TOP FLANGE 0 O D• a E W/1/2'DIA.BOLTS STAGGER SPACED W/I/Y DIA.BOLTS STAGGER E i z 32'O.C.SHOP PAINT. SPACED 32'O.C.SHOP PAINT. z WIOX2L WIOX30 DROPPED W DROPPED tl i O w STEEL SPLICE:STD 2 u EA.I/4'SPLICE PLATE Cis OOrOAXD� L' CONNECTIO X NS:PROVIDE z; yry>OMXD 0 T 3/4'A301 BOLTS ET ytim-Iti<mD E W/NUTS /WASHERS: zN DP 1.3 m-DmA z m SNUG TIGHTEN BOTS zm n -I Em �N~ p ONLY. 0A A A mm 1 = T,D <'U m rA O m M. m DD mDrm ON c -I r3 M�oX Z 20 Aa. z OmOa Xmmm AE zm•t D D D A\Zm Xm O- Om �WmD.e m,ra m W A�On-EOX D2 W DN W lox 24 i SOLID BLOCKING BELOW WALL DROPPED rE m0 c' L ,In N�Na 0cia m Ulu W W u RADIAL RIM JOIST:L LAYERS OF 1/4'X II-T/S' m 0 D U/L GRADE PLYWOOD.USE WEST SYSTEM GLUE D E A 1 IN5TALL3 ROWS OF 40 RING-SHANK a 12' z r O.C.aLLOW NO BUTT JOINTS CLOSER THAN 2' A D O'ON OFF-SETTING PLYS. THE ENDS OF T14I5 r RING FASTEN TO THE BOX W/FLAT STRAP D 3 TIES. Do LLL 0 O E 2 �m A Tm O 3 D D D O m �0 '0 �n v DATE: FIRST FLOOR FRAMING PLAN REVISION: Silvia & Silvia 6/IL/2005 p � wizoisoos Associates, Inc. :•:��s�•�raaalsus.aeswxas z n RESIDENCE 1284 MAIN STREET SCALE: -9 OSTERVILLE, MA z 149 SEAPUIT ROAD 508-420-0226 ® 03TERVILLM MA tD 87 :A 20'-0" 28'-0' 20'-0' 3-1/2 X II-1/8 PARALAM —— — II-1/8 TJI 230 a Ic"O.C. J X 2X8^I4'O.C. � II-l/e TJI 230^IG'O.C. m D A • D WIOX22 FLUSH D I 3-1/2 X II-1/8 PARALAM If s OX O N INiIX FLU511 BEII M II/2'1112'RIPPED TO FIT pmX m� m I mm SIDE LEDGERS THRU BOLTED W/1/2" ymm m z� CIA.BOLTS STAGGER SPACED Ic'O.C. m v N O ON II II If II II 1 O ti N WI0X22 FLUSH m-I SOLID BLOCKING UNDER y 'm -ITF'WALL ABOVE - m- yr° II II II mX HHHH r m imm FLUSH BEAM W/2"XI2"RIPPED TO FIT mm W,Q SIDE LEDGERS THRU BOLTED W/1/2' z0 II-1/8 TJI 230 a It'O.C. A1j DIA.BOLTS STAGGER SPACED IL'O.C. ON yE, I I mti �I A m a O w II-l/e TJI 230^Ic'O.C. —— —— N X41, O m 1 0 W OOEAOOW mti~nti Nzz D�Nan� DrO� a mm Nv inm 0• zD Oa Oza00XmN zv �im�D Dm ONU'.6 ON 2 BO 'ON-N nD EC rNm- m� X m mj ma �m m=uO �S I MONO DOOR HEADER: 2-2XIO W/ 1/2' _ < CDX FLITCH PLATE = m m I yOmN _ m _ NymO WIOX2L FLUSH WIOX2G FLUSH O.1 I I II II Il 11M �N i `— II II II II a FLUSH BEAM W/2'XI2"RIPPED TO FIT r -O - FLUSH BEAM W/2'XI2'RIPPED TO FIT �_ Nm E SIDE LEDGERS THRU BOLTED W/1/2" .i SIDE LEDGERS THRU BOLTED W/1/2' N Z C DIA.BOLTS STAGGER SPACED Ic' � DIA.BOLTS STAGGER SPACED IL'O.C. c O.C. --- 1-X:--J I-3/4 X II-1/8 LVL I" ——J < N X < . II-1/8 TJI 230 IC O.C. m —� II-1/8 TJI 230^IL"O.C. w' O - u � X O — - m FLUSH BEAM W/2'XI2•RIPPED TO FIT SIDE LEDGERS THRU BOLTED W/1/2' DIA.BOLTSI STAGGERI1 SPACED 14. n � I Hd Eii O.C� WI III II FLUSH IIHI—I� I —- 5-1/4 X II-1/8 LVL / i' I m" �• > I II — M. I r -1 irO-n n° OL RADIAL RIM JOIST:L LAYERS OF 1/4"X 9-1/2' U/L GRADE PLYWOOD.USE WEST SYSTEM GLUE t IN5TALL3 ROWS OF 4D RING-SHANK n 12"O.C.&LOW NO BUTT JOINTS CLOSER THAN 2'O'ON OFF-SETTING PLY5. THE ENDS OF g THIS RING FASTEN TO THE BOX W/FLAT �p - STRAP TIES. °n • I °JI I 0 LI 2;DE SAD •AD nOA DOA m-0Z I I m9z �Nz 1NZ Z.n L':n I z I D Omc Om O A� Non I won D NAm I m I m I K,m DO 'D�0 NN I 3A mi N AW ED A X z is D N� m a I o I , I I O I n I l I X DO D 0 rO � D �W Iv O O X I �• C. 0 HAN I A 9wN O,n EN I DNNJX' .. , D -oZ .T D C m JI I 'In m ' ,i m0 24'-0' 25' FD ►W �n E DATE: o o REVISION: Silvia. & Silvia I» 6/I6/2005 o SECOND FLOOR FRAMING PLAN ioi2oi2005 associates, Inc. 4 ' eWNx94•w.uoa¢Isva•oulaxrxe �j RESIDENCE 1284 MAIN STREET Z {� O SCALE: � -4 I44 SEAPUIT ROAD OSTERVILLE, MA e�j 1/8- m P—O- e` ® 08TERVILLM HA 508-420-0224 H G F E D A.l A.l A.1 A.1 A.1 �~ I> F- H W N _O ---------- — 2 X 10 ell' O.C. _ ----- fif z J I .c Qac� 3- 2'X9' co POST DOWN II ---= i � � 5 ryo0 Ln L 3- 2•X4• —— ,I I� I I f-� POST DOWN ir L— � I9/<F} I U p 2-2x4 OR 4x4 POST DOWN 50 p C I -3/4 x II-l/BLVL RIDGE 1-3/4 x II-l/BLVL RIDGE n AL O Aa II II II II II II m II I I � � D { N II II ' II I II II I w �_ In II w II I I I II I I �ti,P I I II I II III o II I I I II II II II I 11 —I — —— ————— ti+ 2- 2'X4' UBLE TOP 1 SINGLE BOT. I I I _PLATES I — POST DOWN BEARING WALL:2X4 -IL'O.C.W/DO II X L — —=1 II—II—I 3-I/2IX II 7/BILVL HEADER II I I II—II— II I—I—II — _- ❑ ————_ 3- 2'X4' _ I III `` II POST DOWN II I II I I I u I I _ I 'Lff —2 X 10 916' O.C. '1 I I A z u - I �y • H G F E D 11 A.1 A.1 Al Al A.l L41 Z Ucx $ I u2j � I I I I QL Q a— g IX8 COLLAR TIES ti 32' O.C.� _ W O LI U cr n ® e I I II I I 9 } 3- 2'X4' PROJECT NO. � POST DOWN� it �O II 2 DOOR HEADER: 2-2XIO W/ 1/2' ®C�_�� II COX FLITCH PLATE 3- 2'X4' POST DOWN A j�I A A.i - Al IF POST DOWN — -- -- — _ DWG. NO. H G P E � D A,l A.l A.1 A.' 62•-0• � _ 9 � 9'-O 8'-6' ]'-6• 6'-3' 2'-6• 13'-2• 6'-q?• 13'-3• "C LI Q 2-2036 6._O 1. T._I 18410 28110 7 yy N 10�y �03f O oVr�.t N W c) 2-1 36 2-20341 z�-lO i0 Z J S/8-GYP, a al N J ovew 'y � ll.l VI" 1 TCHEN rya d ~ FAMILY ROOM ® I 'IX1E PANTRY LAUNDRY rl Lo O 1Y I 10{ 105 / N O 11'6•X 21'6• TILE 1 m TILE n 6 OAK ® 1 c LAI, I w 2 l0 � (A� Z. UP 6 RISERS 3 CAR GARAGE 6 ® � 1 "vv � •�-vq o O OOc k � O m m i T7� r (/ ry ry c S1 BREAKFAST �/O I �rER DowN 1� ----- - ------------ ------------ .. • A{ IY X 19' 01 U I RISERS RISERS OAK I THE i9 •1-13/Il •1-1/I6• 78MI 1 _ I]o nw. I I I I I I D e'0-3/4 IJ I I I I I O'I "CEILING I I I I I I � � e In I f TILE BATH I I I I I I (V p v I I „ D Y p '04 1 I I I I I Q( v CLOSET i q'-6+�•XJ J q'-q '�Q I I I I I I DesK P I I I I I I O O �.q8-..9 \ ALIGNS W/7ND F WINDOW - - - . — . — '. — ��/'V'}��1 - - - - =U O O . — . — . -- - - - - . — . — . — . — 90 SMOKE < GREAT ROOM DINING ROOM ETE TORS REVIEWED �t OAK 10] \ / H G P E IgOAK9 A.l Q A.l Al A,l ,l - - - - - -� BUILDING DEPT, DATE uj O Oi COVERED DECK m OQ W(�FIRE DEPARTMENTcloser DATE ta BOTH ftNATURES ARE REQUIRED FOR PERHj7TIN:" 0 �y^ Y u- W uJ Q 3610 O A•{ I I-� / ENTRY FOYER in m � s m V/■ @• � TILEIOI -.9. DRIVEWAY LL IF I._O. r.J F LiL ` lv S r-- -----� !2:8 1 Z-2 I S R I 6 0 �y LTL U 1 =.� closer I � 111A r o i p e sP9A s PROJECT NO. 2004-456 AA O MASTER BEDROOM tr 112 7{ IB'q•X 19, A.{ WASTER . OAK O BATH IU ® I M I LIN. erpi i TILE O I O CLOSET 1 I � I u7B 1 p � ^ c f9 LL T------J O r 0 0 DWG. NO. 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PLATE ]X 10•It'O.C. ]x 10•IC O.C. — — — — — II II I f IiBEDROOM 3 CLOSE CLOSET BEDROOM] fi HALLWAY BEYOND �I II II 2ND FLOOR I 1ND FLOOR Q PLATE— . — _ — . 0-1/8 TJI•IV O.C. iu 11-1/8 TJI•It'O.C. LL 11-1/8 TJI•It•O.C. _ wve ra•u-o.a Yu6"Wo CBOY sOn0. I COX, fw a"s �•J �vra:; I' z U (c I MASTER BEDROOM HALLWAY MASTER BATHROOM m L y W =m v it GREAT ROOM ENTRY FOYER O W J I H I N 18T FLOOR I I 18T FLOOR W W 11 7/B TJI•IL•O.C. II-1/8 TJI•it,O.G. U-1/8 TJI•It•O.C. II-1/8 TJI•IV O.C. II-1/8 TJI•It'O.C. YWB•00+•1Q.+u8■r OC.+O t-sawn+oo O••000O On 07 X ao-con+,STRIP•corm WW s µ v.n+O•..MO r0•L 11.H, omis•r O.C.BXTGNMO TO 04,yr x r AMCva 10 wary••s on&S•POLY VAPOR BARR4R ON r COMPACTOD GRAV6L FLOOR,+-RSw.CONC.awe PROJECT NO. A SECTION A ON V COMPACTED GRAVEL 1 V+• -r-o• a SECTION B ON 6 MLL POLY VAPOR eAIMOR 2009-956 O Ln O O II C4 W W \ — Q 0 0 .o U) DWG. 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Z _ W J 1-3/4 X S-T/S LAY-ON ARIA Kfo•true es.LATee S F- D f W .� , - , - - - , MAIN ]ND PLOOR PLATE TRV(„'TV12 RIOGB. _ MAIN]NO FLOOR PLATE MAIN-MAIN]ND FLOOR PLAT � �l N W N O I yr 6w,so ON of 4-- - - - - q_ _ _ _ _ _ sTOA .r•Oc AT er0.e0Lf AlIILAT10� PIL TE CONNECTOR]ND FLOOR -Y •Y O ff0.e6Lf mATeTI-�'M N-O -I CONNECTOR]ND FLOOR i 6. - -� . - C, PLATE lJ J �T HALLWAY BEDROOM 5 OG HALLWAY r HALLWAY BEYOND I 1 Oy b •�, r b HALLWAY r b BMT-UP PLOOR -FuOOgo ]X10• - -]NO FLOOR 0 -]ND FLOOR IL•O.C. --- 11-7/8 TJI.IL'O.G. 11-1/8 TJI.IL•O.C. U-1/8 TJI•It'O.C. PLATE 0 --- BATHROOM HALLWAY LAUNDRY BATHROOM ___ LAUNDRY HALLWAY LAUNDRY� I�fq � CLOSET p c § PROJECT NO. 117; 2004-456 I _ --- IST FLOOR I5T FLOOR --- —..—.._..—. —� — — . — • --- II-1/8 TJI•IC n-ve TTJIu O.C. 11-1/8 TJI•IV O.C. D.C. F - • - .sTPLoQB_+ --- Ln --- O II (V w00 --- DWG. NO. F SECTION F -CONNECTOR ECTION G -CONNECTOR mob' SECTION H - RIGHT WING b'r - 8 I/1' -T-O' I/1' •Y-O' I/1' -Y-O' 20'-01 28'-O' 201-01 10'-01 10'-O' ' T 5 ________-_ 2@11 ___________ .O.C. EL. O.O' - - ------------------- ----- ----------------------- ---J I Ir----------------------1 r--------------- ------� I I I r 8' THK CONC. WALL ON , I I I I I T.O.C. EL. -0'-2' CONT. I6• X S' FOOTING I I i I I ro 0 I I ph I I m I I I I I I I I WIOX19 I L---- -- ----------------------------j I I I WIOXI9 . _ • _ • _ . _ _ _ , _ . _ , _ • _ , _ . _ , I I I B.P. B.P. B.P. I I I I � I 19'-4• I I I 2-e w I I I I I I I I I I I Q I I F DEEP I I I p I I 1 I I 4 O I I CMU INFILL I I ASH PIT DOOR) 1 I I I I 1 CMU INFILL I I O I I Om O� O� O I I rm ✓ �m �m I I �r `vr I I F SPLICE v71 f— I I WIOX30 — — STEEL • . f . , — • — ' — • - +WIOX30 I B.P. L - J L _ � L - J I I 12• THK X 4' X 4' FOOTING I I W/4-aS BARS EACH WAY I I (TYP.) I I I I I I �-- m I I 3 I I I p I I y m I I I I I I _ I I n I I • I I r l l _ I 1 'D I I I I 10" THK CONC. WALL ON T.O.C. EL. 0.0' �--------------- 18_X 10" FOOTING- 1 WI9X19 B.P. I I 1 I I I T.O.C. EL. I I I I a? I I 20•-0• I I I L_____ = 3•-32 I I B' THK CONC. WALL ON 11I CONT.16• X S' FOOTING _ I I •� =J I v J I I - - 20--T'i• n 1T._g1. I I I o 10'-O' 4 I I^•p o m I I m, I I L------ --- -- - -------i L__-, T" aO ------------ ------------ --1 I I I ®I i I I \n mm mm rwI I I Imm n r +ml I M I I I I j n I I I I I I I I I I I I I I I I I I N I i ;10 I I I l u I I I I I I 1 I I I I I I I I I I w I I I I T o I I ESA I I o=9 I I D I I °mo 1 I I I ovo I I I I A A c=i I I I I m I I = I I I I I I I I I I I I I I I I I I I I I I I I I • I I\ I I I I I I I I I o I I I I A I I =nnm�x^ vnmTa�� Aa mW amnxm�N mav°mn-.-I- 9�g00 ",OOmrOc O v• DDO_ ' yz DOm zo. O r �a T=Drrr9mm Dr m AAz.; •➢ n-Ezzocmv= C I I mmmm<mS DeOeyA�z DO,AOzmVmNnmmA=mrrDz0nrti9rz'i�,mD�I, m<-I Zn�AZDDNOAZ DDE N��D OX..Cm-�"rC'' nm�c.eu. znnyDm8 Oo csz�c m°amnmE' °,m-„DOOi Dmi0v�A.0.m•A.n mXm'-�m�e.zcDwn'zi-OoXn mO.mmz'=m^'",Oz„_2 OO _II �'z Am A _ 10_'_THK _C _O NC. WALL ONmnnOm O c L B X 10• FOOTING=mDOz D - ____ ______D D' n0 0 J n An n °m zA goW -O SW°-mN�` S ,zW m:= DN'OmA sO •' mAEm^O: z 24- II II N �DuuDmRXw �mO Wz mmom0 A_A, ^ O-�O<D•mD Om m�Ozm m"mmpti p°Op<ADAZ�m�OEOmmDm��nO N O'<mmm °j zm<E. D mnEmmZ= y Dm\ ZD pDn v9DO ho-mK mD ° ° <z < co02= AmX 'zOpOO m OO°'c rmmOOm ym O'^mmv0•'z Sr mE ng Don 'o C Oc Zn Ou .m nO n0 O < X ° vmT:.n0 OV0 XAmi=z 'D n O.HD A NmIE nrr �n r n O DATE: u FOUNDATION PLAN REVISION: Silvia & Silvia 6/16/2005 p Associates Inc. -,eunnsss•�rooasus•o�pxers o SCALE: 1► 0 RESIDENCE 1284 MAIN STREET ® p �+ 149 SEAPUIT ROAD OSTERVILLE, MA ��8• ��—�� ZO OSTERVILLE. MA 508-420-0226 Fd G F E D W A.l Al Al Al A.1 •/A.1 r ui (Y `l � o J z_ i 0Z Q >O •,•1 y E W VN' COL.DOWN ' I C%)a —0 Q _ I I 3-1/2dl-l/8 PARALAM I DOWN O O D �w a-w O Xa Xd C n Oa0 3� I A.a Z 3D D I DOWN FROM GARAGE 0 3-1/20-1/8 PARALAM I W aw ma 00ac I D 3-1/24-1/8 PARALAM ALIGN W/ZND FL.WALL z OCOL.DOWN - o I 10:1 K I I � z N G F E O A.l Al Al Al A.lul o jL U ly _ O a � COL.DOWNUj O ((] Q 1L o w B o � Aa 3-1/10-1/8 PARALAM a .^ } 6 VI 8C Aa O F z w _ 3G'-O' LL O a 3-1/Zd1-l/8 PARALAM Ma xa 3-I/2x11-1/8 PARALAn O_O 111 3 D DOWN I I PROJECT NO. COL.DOWN 3-I/Zdl-l/8 PARALAM 2004-45L I D Aa p O A.a M1 3 0! I cOr Q \ U DWG. NO. wD ..D.W �n 20-0' 2B'-O' 20'-01 3-1/2 X II-1/8 PARALAM — 11-1/8 TJI 230 1&-O.C. X 2X Be It*O.C. m II-1/8 TA 230^IL•O.C. A D — 1 X II-1/8 PARALAM D 3-1/2 X II-1/8 PARALAM 1 w N ^ v m y v O O_ W n 1 X II-1/8 PARALAM D y SOLID BLOCKING UNDER y WALL ABOVE O w HHHH W 11-1/8 TA230 It,O.C. s m II-1/8 TA230 s Ic•O.C. w n w N N I O X p X I c X m Im m r r I 1 l X II-1/8 PARALAM X I — -O — It _ E � Z -1 O m 1 Ii I L -3/4 X 11-1/8 LVL �+ X, - � W 1f N X << _ m -- ' > AN d1l II-1/8 TJI 230 a It'O.C. a ;'a m II-1/8 TJI 230>IG•O.C. �' 0 _ < X r < 0 A ii, i L ii. L X II-1/.PARALAM -- - 5-1/4 X 19 LVL ^Fol y'S I _ m D= sop m °o" m 0 c� o < y OD I W I I I - � I I I n 1. 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I I I I I 19-, 2'-8' aura I I I I I I I I I I I I I'.DEEP I I I I Q I I Iq mI I I i I I O "•' • I I CMU INFRL ASH PIT DOOR) I I I I I CMU INFILL I I I I Ic•-O" 3•_e- � I IC-O' Ig•-9' I I O I I oN om m m m Omr m r SPLICLWIOX30 STEEI _ - WIOX30 B.P. `- III IIII I I I I I ' I2• THK X 9' X 4- FOOTING I I W/4-45 BARS EACH WAY I I 1 I ITYP.) m I I I I ' m I I m i I I I I I = I I I I I I no I I I I I I - I I t I I v I 7 10' THK CONC. WALL ON I _____ T.O.C. EL. 0.0' --- _ CONT. 18' X 10' FOOTING -- --- -------- ------71 WIOXI9 i I I I .\ B.P. T.O.C. EL. -II'�--__-�� 1 1 20'_O. I I m I I I _s2. I I I---------- 8• THK CONC. WALL ON I CONT. It' X 8- FOOTING I I 1 v I I � I 1 2o•-T�• t n �I I I lo'-o- n•-q I I I r n I I 1 � I Ion 1 12•-10• N I i @I 1 in ap mil I I I Iwn mm O �n mol I tm 0 I I mm p mm rW I I A ml I I I I I N I I p I I I I O I 0 I I I I I I I I N I I I I I I I I I I I I I ?D I I IS0m I I I I 0 I I Omn I I ovo I I I I NAn I I � •_. I o I I 1 I I I I I I I I I I I I I I I I I IV, 4 D ►� i r ?n 20•-0• 20•-0• Zen T.O.C. EL. O m m • O m I I • WIOXI9 _ . • — — — WIOXI9 B.P. B.P. B.P. .w IL-O• IG'- �� 1 O 0 c �I .I T V rL WIOX30 ^ B.P. L J .... _ 1 m t i 2911 �` WIOXI9 / B.P: G•-5. 3•-3�• f - 2 � LAB �s O . dG .' ii Fm. 1 O 2._to• ' ti O >T J \ _ \. In m D A m 6ro-� U -1p O A � O /\ .b u N . II w . N I , N a O I-8' 24•-0' 25'-8• t D T m �n } v DATE: ® o BASEMENT PLAN 6/14/2005 0 ��Vesl®�: fs' ilvia & Silvia Associates, Inc. Z SCALE: RESIDENCE r,a149 PJ�APuIT ®A® 84 MAIN STREET OSTERVILLP_ MA STERVILLE, MA Ana-a�n_n�v ------------- A complete TJI-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information This layout and material first isRmi • ert. based on plans and/or Information P. provided. This has not been Ei �F /'-- 'cif reviewed by a Weyerhaeuser Rml (514) Pint(515) engineer. Yourbuilder,design CS ;0 professional,and other responsible 1 parties must review this Information Bk1 SkI BkI HANGER LIST- Simpson Strong-Tie Company,Inc.9) to assure that It Is appropriates cm Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes accurate,and compiles with all A 10(508) to t•o A 12 (509), A ()(512) 0 cli applicable building codes. OD cm %0 HI 17 IU52.37/11.88 10-NI0 cm 3: H2 17 IUS2.37/11.88 10-NI0 Weyerhaeuser H3 I IUS2.37/11.88 10-10d 1-508xl-1/4 screw in the PI 32) - — - — - — seat 01. H1 %0 H4 CS H4 10 HHUS410 30-10d 10-10d LO H5 2 HHUS410 30-10d 10-10d CM f %0 3: 0 2 H5 1.4 ca H5 A< co JOIST AND BEAM LIST H4 PI 33) Plot 11) Length Product Plies Qty E Ca U __—H4 44' 0 A44 117/8" TJI 230.joist 1 2 Jl� CS A40 40' 117/8" TJI 230.ioist 1 5 LO 0 A38 38' 117/8" TJI 230.joist 1 6 PI 34) M4 A36 36' 117/8" TJI 230-ioist 1 7 A32 32' 117/8" TJI 230.joist 1 3 Truss Joist A24 24' 117/8" TJI 230,joist 1 4 rim board A20 20' 117/8" TJI 230.joist 1 10 0 %0 A18 18' 117/8" TJI 230_joist 1 5 A16 16' 117/8" TJI 230 joist 1 8 0�?s� - A14 14' 117/8" TJI 230.ioist 1 3 Al2 12' 117/8" TJI 230_joist 1 6 A10 10' 117/8" TJI 230.ioist 1 3 AS 8' 117/8" TJI 230,foist 1 4 Load bearing or shear wall above 880(64) MI 36' 13/4" x 117/8" 19E Microllain LVL 2 2 (must stock over wall below) RmI (517) - — - — - — — -— - — - M2 8' 13/4" x 117/8" 19E Microllam LVL 2 4 Rml (520) =- — - — - — - 77— - Blocking panel PI 20, 3 1/2" x 117/8" 2.0E Parallarn PSL 1 3 0 A3 P2 18, 3 1/2" x 117/8" 2.0E Parallarn PSL 1 4 CS !r, P3 6' 3 1/2" x 117/8" 2.0E Parallarn PSL 1 2 �1 A20 r.I ca 00 El P4 4' 3 1/2" x 117/8" 2.0E Parallarn PSL 1 3 Co 81 ACCESSORIES LIST Rml 16' 11/4" x 117/8" 1.3E TimberStrand LSL 1 17 El 8kl V 111/1611 117/8" TJI 230 Blocking Panels 1 46 Web stiffeners required 0 Bkl* 17' 1/211 117/8" TJI 230 Blocking Panels each side at BIW Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 102 L Bk*,Random length ca co 0 qth blocking panel cuts Sk, Blocking Panels; Rm,Rim Board I T Load from above to A20 CS ti 161 OD ix El CS 2x4 min mum squash blocks X Ca Use 2x4 minimum squash blocks to transfer load around TJI® joist 10 <.CS > CS Q Web stiffeners 8"diameter maximum hole for required each side at E1W 117/8"-2(Y'deep blocking panels; P2 56) 60 diameter maximum for blocking panels 91/2"deep or H4— ' H4 11 11 CS shorter than 12"long. Do not cut flanges. 00 OD L0 CONTRACTOR TO VERIFY ALL FRAMING AREAS, ■ OD Rml (519) a- 0. OPENINGS, DIMENSIONS,LOADING CONDITIONS H4 P2 55) H4 F2 (45) ETC WITH ARCHITECT/ENGINEER PRIOR TO Trus Joist rim 44ul- — - — - — - — - —H4 ' CONSTRUCTION TO INSURE COMPLIANCE WITH board CS ARCHITECTURAL DRAWINGS. CS� 00 C\I No extra loadinq has been added for tile C\I H4 or stone floor covering. Please provide P2 (46) dead load, TL deflection limit and indicate rooms if additional load is required. Co 0 ca Co E Ix ON 4t LEVEL NOTES CREATE[) BY Trus Joist a Weyerhaeuser Business(CLH) File Name: 05-MA800-675-149,5EAPUIT-Rev-I.JOB 11 Campanelli Dr. Level Name: Main Floor Box 373 Assonet,MA 02702 CS CS Plotted: 8/19/2005 11:35 508-644-5100 Design Status: FAX: 508-644-5131 Main Floor.....8/19/2005 11:20 Second Floor...8/19/2005 10:02 SYMBOL LEGEND Attic..........8/16/2005 10:38 Poof...........8/16/2005 10:02 Note from Operator Rml(518) NOTE: Level design times indicated above provide Point Load assurance for proper level stacking. Line Load Design Methodology: ASD NAILING REQUIRE ENTS Floor Area Loading Is: Area Load TJI®Joists at bearings: Two 8d(2Y2")box nails(1 each side), I Y2" 40psf Live Load and 10 psf Dead Load 880 Beam By Others WARNING minimum from end. Joists are unstable until braced laterally Maximum Joist Deflection: o Detail Callout Label L/480 Live Load Bracing Includes: Blocking panels, rim joist or rim board to bearing plate: (See Framer's Pocket Guide) TJ10 blocking panels or dinjoist I Od(3")box nails at 6"o.c. U240 Total Load • Blocking • Sheathing Hangers • Rim Board Trus Joist rim board., Toenail with 1 Od(3")box nails at 6"o.c.or Required Bearing Length in inches DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building 16d(V2")box nails at 12"o.c. TJ-Pro Rating Information: (Adequate bearing has been provided if to walk on joists materials on unsheathed Shear transfer. Connections equivalent to decking nail schedule. Weighted Average: 45 until braced joists.Stack only over Lowest Rating: 34 bearing length is not indicated.) INJURYMAY RESULT. beams or walls. Highest Rating: 68 JOB COMMENTS Rim board,rim joist or closure to Til @J2LS_t1 Glued&Nailed Decking is Required WARNING NOTES., 1314"width or less:Two 1 Od(3")box nails,one each at top and Lack of concern for proper bracing during construction can result In serious accidents. 05-MA800-675-Rev-1 Direct Applied Ceiling is Not Required Under normal conditions If the following guidelines are observed,accidents will be avoided. bottom flange. 149 Seapuit R. Floor Decking: Page I of 3 2111,6"thru 2,112"widths:Two 16d(V2')box nails,one each at top and Road Span Rating)j: 23/32" Structurwood Edge Cold (24" 1.All blocking,hangers,rim boards and rim Joists at the end supports of the TJI' Ojois�must be completely Installed and property nailed. bottom flange. Osterville,MA 2-Lateral strength,like a braced and wall or an existing deck,must be established at the ends of the bay.This can also be accomplished FOR THE TJ-XPERT WARRANTY by a temporary or permanent deck(sheathing)Fastened to the first 4 feet of joists at the end of the bay. 3112"width:Toenail joist to rim joist with one 1 Od (3")box nail each Normal O.C.Spacing= 16"* 3,Set*bracing lines of I x4(minimum)must be nailed to a braced end wolf or sheathed area as in note 2 and to each joist.Without this side of joist top flange. Silvia&Silvia Assoc.,Inc. SEE FRAMER'S POCKET GUIDE bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnalled sheathing. 6-16-05 *Unless noted otherwise Preliminary Layout 4.Sheathing must be totally attached to each TJI 0 joist before additional loads can be placed on Me system. S.Ends of cantitevers require safety,bracing on both the top and bottom flanges. 2x4 minimum squash blocks: Two 10d(3")box nails,one each Layout Scale: 14' V for Review and Approval at top and bottom flange. TJ-Xpert 6.40(S 91)C6.4 6.The flanges must remain straight withip,a tolerance of from true alignment �\E 4n 6 Ti 0 D6.40 56.40 P6.40 e7 T Jo st r Jois rim d it Trus (A 2x4 min*mum ------------------- A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide ` See Trus Joist Framer's Pocket Guide for Product Trademark Information c r#w gswe, as_ This layout and material list is &X based on plans and/or Information ® ert, provided. This has not been P. reviewed by a Weyerhaeuser A3 engineer. Your builder,.design � Rm2 professional,and ether responsible GO parties must review this information A 3 m Rml to assure that It Is appropriate, Rml(387) Rm1 (386) HANGER LIST-Simpson Strong-Tie Company,Inc.® „ accurate,and complies with - M7(38) Rml ac I (III Plot Ib Qty Product Label Top Nai Is Face Nai Is Member Nails Notes I I � I III III applicable building codes. `O `3` -- 0 HI 10 IUS2.37/11.88 10-N10 Ski I H2 6 ITT3514 4-N10 2-N10 2-N10 AWeyerhaeuser I III H3 9 TUS2.37/11.88 10-10d 45 D14(295)III ( � III III I(I ,"I H4 120 IUS2.37/11.88 10-N10 16 H5 30 IUS2.37/11.88 10-N10 III H6 8ITT3511.88 4-N10 2-N10 2-N10 C10(291) III D26 (296 I) D26 (305)I H7 6 HHUS410 30-10d 10-10d ^►I �--� H8 6IUTll 10-N10 2-N10 00 H9 1 IUTll 10-10d 2-N10 III III III ^ d' � H10 1 HHU55.50/10 30-16d 10-/6ci I 10 v I rn Ili CS "' H11 1 HUS1.81/10 30-10d 10-10d DS H12 3 MIT3511.88-2 4-16d 4-16d 2-N10 NO iNn m to °0 H1 H2 I�! m II °0 0D }) I I .. H13 1 MIT3511.88-2 4-N10 4-N10 2-N10 m �t ro v v °° I III 1 M„N ;,,N H14 4 HHUS410 30-10d 10-10d E M v 2 2 S = C20(289) M9( 287) II II D26 30b rn 4 2 - _H14 dill �i�� III ^Ill oil I I t .� A cm - N Q N I � H1 �' f Trus Joist CS "' "' "' 00 " N ix JOIST AND BEAM LIST 13.86„II! ( rim board I I (I( VI III II N 1 N I Plot ID Length Product Plies Qty 1 M9(288) f I I III III w I I I „ 14= : : : H14 _ A20 20 117I8 TJI 230,joist 1 6 2 A18 18' 11 7/8" TJI 230•joist 1 56 HI H2 III A14 14' 117/8" TJI 230 joist 1 15 Load bean or shear wall above } I (I I I(I ((I III I A 12 12' 117/8" TJI 230_joist 1 16 bearing I III A10 10' 117/8" TJI 230 joist 1 15 (must stack over wall below) C8(310) b10(307), III III ( I I I 1�) Ill I A8 8' 117/8" TJI 230.joist 1 2 A3 � , � r Blocking panel I III „• A6 b 117/8" TJI 230 joist 1 6 III A4 4' 117/8" TJI 230•joist 1 3 Rml(385) Ski I(I I ( I I (I I I( I B20 20' 117/8" TJI 230,joist 2 4 � f BBO( 33)_ .,, Bk2 818 18' 117/8" TJI 230•joist 2 2 C20 20' 117/8" TJI 360-joist 1 9 Rmi o Hd2-21( 300) Hdi-3t(299) i-- Hd1-3t(298) I C10 10, 117/8" TJI 360 joist 1 5 00 oilI M 1 2 2 LL-i 2 C8 8 117/8" TJI 360,joist 1 5 A3 A3 RiniL B1 b26 26' 14" TJI 360-joist 1 29 1(27) D14 14' 14" TJI 360,joist 1 3 Web stiffeners required a - eq I7 2 Rm2 D10 10, 14" TJI 360•joist 1 3 each side at BiW E24 24' 14" TJI 360,joist 2 2 �Z B1W A3 A3 M1 40' 13/4" x 9 1/2""1.9E Microllam LVL 2 2 M2 28 13/4" x 117/8"" 1.9E Microllam LVL 4 4 M3 20 13/4" x 117/8 1.9E Microllam LVL 2 2 M4 18' 13/4" x 117/8" 1.9E Microllam LVL 2 8 M5 18' 13/4" x 117/8" 1.9E Microllam LVL 3 9 Load from above M6 14' 13/4" x 117/$" 1.9E Microllam LVL 1 1 rt i u v I"' M7 12' 13/4" x 117/8" 1.9E Microllam LVL 3 3 �'. ° M8 10, 13/4" x 117/8" 1.9E Microllam LVL 1 1 /16" I M9 10, 13/4" x 117/8" 1,9E Microllam LVL 2 4 M10 6' 13/4" x 117/8" 1.9E Microllam LVL 1 1 M11 4' 13/4" x 117/8" 1.9E Microllam LVL 1 2 M12 26' 13/4" x 14" 1.9E Microllam LVL 2 2 M13 24' 13/4" x 14" 1.9E Microllam LVL 2 8 2 x4 minimum ^, �_._..� ,�_ M14 16' 13/4" x 16" 1.9E Microllam LVL 3 3 squash blocks I P1 30' 3 1/2" x 117/8" 2.0E Parallam PSL 1 1 Use 2x4 minimum squash blocks ___ °- H5 HEADER LIST CS taut nsfer load around TJIe CONTRACTOR TO VERIFY ALL FRAMING AREAS, Hdl 12' 13/4" x 117/8" 1.9E Microllam LVL 2 4 OPENINGS, DIMENSIONS, LOADING CONDITIONS Hd2 10' 13/4" x 117/8" 1.9E Microllam LVL 2 2 A3 ETC WITH ARCHITECT/ENGINEER PRIOR TO M5(53 CONSTRUCTION TO INSURE COMPLIANCE WITH ACCESSORIES LIST = = ARCHITECTURAL DRAWINGS. Web stiffeners " - - - - - - - - - - ," r, required each l3 diameter maximum bode for I7� �"-`T I Hll 3 Rml 16 1 1/4 x 117/8 1.3E Timber5trand LSL 1 15 side at EIW 11/ 20"deep blocking panels; ! No extra loading has been added for ilia Ski 1' i 11/16 117/8" TJI 230 Blocking Panels 1 6 b"diameter maximum for �11 Bk1* V 3 1/4" 117/8" TJI 230 Blocking Panels 1 1 blocking panels 9' "deep or I A3 or stone floor covering. Please provide ' Rm2 16' 1 1/4" x 14" 1.3E TimberStrand LSL 1 7 i A3 r, dead load, TL deflection limit and „ „ shorter than 12 long. Bk2 1 1 11/16 14 TJI 360 Blocking Panels 1 5 Do not cut flanges, in aired. Bk2 7"1/4 " 14 TJI 360 Blocking Panels ( "" ) 1 1 I, 2 1/8° Q = I require rooms if additional load is Shi 4 x 8 23/32 5tructurwood Edge Gold 24 Span Rating 1 114 Bk*,Random length blocking panel cuts oil I �I I Bk,Blocking Panels;Rm,Rim Board Trus Joist rim M5(41) board _ 8� 3 _, 8 A3 M 5--.,;., _ M6 (55). Rmi (384) «3 M4(40) . 9 �� 1 HEH8 M M to JOB COMMENTS M m vV to o 05-MA800-675-Rev-1 _ _ _ I� A3 149 Seapuit Road CSOD Ostervi Ile,MA �Hi Q B18(81) WONo H8 M5(44) SYSTEM WARNINGS _ __ 2 H12 H10 3 Do not splice Parallel Closure over Silvia&Silvia Assoc.,Inc. opening or within one-half the opening's 6-16-05 4 321 H M4(82) 7 H _ :m ( ) : _ CS width from either side. 1 2 2 I 3 Skew cut joist ends at all skewed b Q support locations. CREATED BY so _ 1 820(319) M d - ' = m o ,o - - 2 - Trus Joist a Weyerhaeuser DBusiness(CLH) LEVEL NOTES11 ac Q m ( _ Box 373 1 Q ^ File Name: 05-MA800-675-149SEAPUIT-REV-I.JOB Assonet,MA 02702 508-644-5100 O _ .� Level Name: Second Floor m M4(83) o ,� FAX: 508-644-5131 H 7 m Plotted: 8/23/2005 11:46 2 Q Design Status: SYMBOL LEGENb Main Floor.....8/19/2005 11:20 Second Floor...8/19/2005 10:02 13 Note from Operator • . . E1 I, A3 r» 820(318) Attic..........8/16/2005 10:38 O Point Load a 13 - Roof...........8/16/2005 10:02 Line Load = CS 00 _ m 2 NOTE: Level design times indicated above provide Q . E c NAILING REQUIREMENTS assurance for proper level stacking. � Area Load S Design Methodology: AS[)Q 9 ogY� BBO Beam By Others A3 � � TJI�joists at bearings: Two 8d ( ")box nails(1 each side}, 1�" Floor Area Loads Vary: l Callout Label Rml(381) minimum from end. 10 to bOpsf Live Load and 10 to 12 sf Dead Load 0 Joists are unstable until braced laterally P (See DetaiFrame s Pocket Guide) Bracing Includes; Blocking panels,rim joist or rim board to bearing plate: Operator added additional loads. TJI4D blocking panels or rim joist: IOd (3")box nails at 6"o.c. Hd-t Header,and-t indicates quantity of 2x Blocking SheathingMaximum Joist Deflection: tY • Hangers • Rim Board Trus Joist rim board:Toenail with 10d(3")box nails at 6"o.c.or L/4$0 Live Load trimmers required at ends DO NOT allow workers • strut Lines • Rim Joist DO NOT stack building 16d(32")box,nails at 12"o.c. L/240 Total Load to walk on joists materials on unsheathed Shear Transfer. Connections equivalent to decking nail schedule. Required Bearing Length in inches until braced. joists.Stack only over TJ-Pro Rating Information: (Adequate bearing has been provided if INJURYMAYRESULT, beams or walls. Rim board,rim joist or closure to TJI@ oist: Weiqhted Averaqe: 50 bearing length is not indicated.) WARNING NOTES: 1314"width or less:Two 1 Od(3")box nails,one each at top and Lowest Rating: 35 Lack of concern for proper bracing during construction can result in serious accidents. bottom flange. Highest Rating: 72 Under normal conditions If the following guidelines are observed,accidents will be avoided. 27f/6"thru 21112"'widths:Two 16d(V2'")box nails,one each at top and Glued&Nailed Deckinq is Required 1.Ail blocking,hangers,rim boards and rim joists at the end supports of the TJI 0joists must be completely installed and properly nailed. bottom flange. Direct Applied Ceiling of 1/2" Gypsum is Required Page 2 of 3 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be accomplished V2"width:Toenail joist to rim joist with one 1 Od(3")box nail each Floor Decking: 23/32" Structurwood Edge Gold(24" by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay, side of joist top flange. Span Rating) FOR THE TJ-XPERT WARRANTY 1 Safety bracing lines of tx4(minimum)must be nailed to a traced end wall or sheathed area as in note 2 and to each joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. a.Sheathing must be totally attaches ro each TJI 0 joist berate additional loads can be placed on the system. 2x4 minimum squash blocks: Two 10d(3")box nails, are each Normal O.C.Spacing = lb"* SEE FRAMER'S POCKET GUIDE 5.Ends of cantilevers require safety bracing on both the top and bottom flanges, at top and bottom flange. *Unless noted otherwise Preliminary Layout $.The flanges must remain straight within a tolerance of &from true alignment 10 *r~)Wo Layout Scale: for Review and Approval y 1/47 1� TJ•Xpert 6.40(9691)C6.40 D6.40 S6.40 P6.40 Ti i i I