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0115 SEVENTH AVENUE (HYANNIS)
�11317 f COMET, MOM FIVE I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIO' Map 2 VS Parcel -,S' � R_ Permit# `� �: '� 1 A/ 40VHealth Division D Q / � �Date Issued ol°etr O /D� `u�a Conservation Division ' �0 0/ ® ! Fee Tax Collector MUST SE: Treasurer F, f �u��(?c-e—c� _Crr�/ fF 'R�LLEI)t& GO1MPLII NcE WITH, 5 Planning Dept. ,.`- ENVIR®N��ATAL CODE AND Date Definitive Plan Approved by Planning Board i T��y� REGULATioms Historic-OKH' Preservation/Hyannis •'i' Project Street Address //� sArysly T�-I AV�N U�" l �5 7(, J� Village Owner /1_ 4�iai9T/Z/a 9 LDYVg� ff- Address Telephone Permit Request ,�Pi��I�yCJ �iSTi%�d r]/Ss `;'�itl�`'L�J S/.c�6f �r0/�i/�I�`y /I �/4 .A:�- Square feet: 1 st floor: existing, proposed /S d 0 2nd floor: existing proposed 1W 0 Total new 3010 Valuation Zoning District ,eA Flood Plain /9/0 Groundwater Overlay Construction Type Luray Aewygl Lot Size/4 2/S I Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. F Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) "Age of Existing Structure Historic House: ❑Yes ® No On Old King's Highway: ❑Yes 0 No Basement Type: ®Full ®Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /13 cj 0 o I Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new _ Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 09 Gas ❑Oil ❑ Electric ❑Other Central Air: I B Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# l Current Use Proposed Use �Y l L�/2 e�,1�;2��;���✓j1YL,BUILDER INFORMATION (5-og -- 721 �.t1 Name Telephone Number Address License# C�5753 0 L*Ye �'L-MTF2�/«��rryt/} Da632 Home Improvement Contractor# l f jwb ,Worker's Compensation# (c d�/SIY ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i - FOR OFFICIAL USE ONLY - PERMIT NO. DATE ISSUED ,_ x MAP/PARCEL NO. ADDRESS, f VILLAGE t ' OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION 22 ao FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH �' FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL`ID 245 055 GEOBASE ID 14841 ADDRESS 115 SEVENTH AVENUE PHONE W HYANNISPORT ZIP - LOT 574 576 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PET TYPE C 0 �Y+ E§IPTION 8§#TjFI8fTE 8; 8888PANfY--BLDG.PMT#53241 "CONTRACTORS: Department of Health Safety ARCHITECTS: P y and Environmental Services TOTAL FEES: BOND $.00 pir tME CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * BARNSTABLE, +�► MA83. 16,39. Ep Mpt BUILD , DIVISION BY DATE ISSUED 06/26/2002 EXPIRATION DATE ,, "x ^ TOWN`.OF BARN STABLE ,BUILDING ,PERMIT - 6�20,cl0 PARCEL IDe44�i�:Q55 G OBASE ID 14841. .. ' -� Z. ADDRESS 115- SEVENTH ,AVENUE - PHONE b W HYANNISPORT „t, ZIP - LO`I' 574 576 BLOCK LOT SIZE - - DBA DEVELOPMENT DISTRICT HY PERMIT 53241 DESCRIPTION DEMO! BUILD'SINdLE FAM-HOME ' SEWPT#01-169 PERMIT TYPE BUILD TITLE NEW .IZESIDENTIAL BLDG PMT f _ CONTRACTORS:. SQUIER, MICHAEL: Department ®f Health, Safety AFCHITECTS •. and Envir®nme>lital`Service's 31'AL FEES: $1,003.99 p D _ $.00- . pF tNE '1. "��STRUCT ION COSTS $352,900.00 101; SINGLE- FAM HOME DETACHED, 1 PRIVATE' P.'�*1'E_�'� * BARNSTABLE, # v o- MAs33. } 1639. ED N�A l BUILDING DIVISION DATE ISSUED 05/09/2001. EXPIRATION DINE F 'HIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- ;ROACHMENTS 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 MAYBE OBTAINED'FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS ERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE;SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONg REQUIRED ` FOR ALL CONSTRUCTION WORK: \. APPROVED PLANS MUST BE'RETAINED ON JOB AND 1.FOUNDATIONS THIS CARD KEPT POSTEDtUNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE '. OR � 2. PRIOR TO COVERING rRING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (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. I, 4.FINAL,INSPECTION BEFORE OCCUPANCY. x ' i BUILDING INSPECTION APPROVALS PLUMBING 114SPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 / 012, 2� V 2 - . t 3 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARg OF EALTH ~ OTHER: ` SITE PLAN REVIEW APPROVAL rZ44, ' 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. -at .,._...l�.r .r"�•-+t. F'Z""-�,�' ' ! .., r,, ,.`3c� -. r_ ?.- t- .. i.'. .. _- .. -. _ ,..`_i/� a Ta i �f♦ i.1. � f i µa � 1 F F [FOR DATE MIME ' Mr. D ellv IO OF PlgNEC3 Fi,E�'�}RN6Cl PHONE 'Ai 99 Xf3' C��L AREA CODE NUMBER EXTENSION .> Q MESSAGE ..;. ,.. 5.?.'... I N1N1LLCL SIGN Iniversai 48003 U/ SDK , . .. x� ally s l � o � os Gj -paunugns si ltinq-se au;cage p :opoo 2uipiinq luouno wio,d uotldwoxg osmorl S jol OP TOWN OF. BARNSTABLE BUILDING PERMIT PARCEL, 'ID,%45 055 GEOBASE ID 14841 ADDRESS 115 SEVENTH AVENUE PHONE W.HYANNISPORT ZIP - LOT 574 576 BLOCK LOT. SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 53241 DESCRIPTION . DEMO/REBUILDr"SINGLE FAM,HOME SEWPT#k01-169 PERMIT TYPE BUILll TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: CAPE. ASSOCIATES, INC. f,�p Department of H[callth;4Safcty ARCHITECTS: (. N -tea C f2-Q and IEnvironmenhall Services TOTAL FEES: $1;093.99 W , BOND $.00 0 rq�n �4C CONSTRUCTION ',COSTS $352,900.00 10l SINGLE FAM HOME DETACHED 1 rPRIVATE Plip'? HASSE�:' . a6,59. a� BUILDING IDIVISIO, BY DATE ISSUED 05/09/2001 ' IXPI'RATION DATE �--� 'r- TCWNI OF BARNST } BO -LDING PE:�.`:fIT ? ._ PARCEP,-'Tt�"245 055 .�.. OFOBASE a.D 1484 - ADDRESS `115 SEVENT11 AVENUE PH(? Xt_ LOT 574 576 BLOCK LOT BSI LE � I DBA DEVELOP NT DISTRIC' T WL PERMIT . 53241 DESCRIPTION DEMO/REBUILD SINGLEFAM.HOME SEWPT401-169 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL :BLDG PHT C©N�YRACTORS: :CAPE AS;OCIATREj C; Department'of Health; Safety` ARC EC av and Environmental'Services TOTAL 'FEEES BOND L\ 51.' iW l.l��IOL7 �./�.iN 3J.. 4� .Y0�/n'Yd./V ,� . ` 1C3i ` SINGLE I+'AM HOME DETACHED • 1 PRIVA. BARN3fABLF, ; 4i MASS. BUILDING DIVISION' . ,. DATE ISSUED 0a/0�/200�, E��'IR1�`�TOl� DATA 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 MAYBE 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 f FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS - THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE' REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF.OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. .4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 - I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH' OTHER: SITE PLAN REVIEW APPROVAL 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:WRITTENNOTIFICA- TION. NOTED ABOVE. TION..:. BUILDING ' PER MIT ''� . �anvrru�auuea o���T/laa000lauae�a , BOARD OF BUILDING REGULATIONS i License: CONSTRUCTION SUPERVISOR umber: CS 003010 Bi date:,:1 Expi : 12/25/2001 Tr.no: 11114 J Restricted To: 00 WILLIAM F SWIFT O BOX 108 "'�'�i 4zt..r BARNSTABLE, MA 02630 Administrator r . e The C'onttnon wealth of 111assaclt usetis Departinent of Industrial Accidents afffee of11M 19,71100 600 Washington Street Boston,Afass. 02111 NVvrkers'.Cotnpensation insurance Affidavit na ie: -- — ---- I tcati n__. //— City 46sr a E] lain a homeowner performing all work myselt. 1 am a sole proprietor and have no one working in any capacity 1 am an employer providing workers' coil employees working on this)ob mpensation for m coin last name - Cape ASsociai e9,. 7nc add es i P 0. Box 1858 , North >;ast !at", r1� 0265J_ 508 255 �71n City: Travelers::.Iiidelnnxt y;ins. , Co 666�5t��7ClCl... . in urance co. w 1Y�• '•• ''�"t • � eneral contractor,or homeowner(crrcte one) and have hired the contractors listed below w o have [] I am a sole proprietor, g olices: the following��'orkers' compensation p - :.. cut i_i>anv .... . ..... y:C injuirarice o.... :::....:::.. ...:. t'.:;'.::!:'':I a:>:::•i:i:f`:`•:is}Jii:4i::.:: /.:.i::!:•ii.::;:;y;t'j 'i<[,i vY 777 n d ri r -- .. In�r,i ance c� ( ,n I1rim OE as re aired under Section 25A of�IGL 151 can lead to the ImPandfa tine of S100lr iia'OOea day against Me- one) t und�rsttind lh>tt.00 o>t Failure to secure coverageq ears'imprisonment as well as civil penalties in the furnl of a STOP WORK ORDER copy of this statement pray be forwarded to the Ofr,ce of investigations of the DIA for coverage verification. /do hcrthy crrtijp under the pains and!eltaities njperjnry that lte information provided above is true and correct Date 'D6 /-----=--- Signature Phone Print n:lmc official use only do not write in this area to be cnrnplctcd by city or town oflictel' r1Buflding Department e rmit/license N___----— -- __ _____------- p [�LicensingBoArd city or town:— C)Selecilnen'i Office ptilalth Deportment, O check 1(ImmeJieYe response is required riother phone trr contnct person: (—incd 1/95 P1A) - - . `- BOARD OF BUILDING REGULATIONS License:CONSTRUCTION SUPERVISOR Number.CS 051830 I = Birthdate K021=1954 x Expires 02I032002 Tr.no: 15652 Restricted To: 00 = MICHAEL K SQUIER 582 BAY LN CENTERVILLE, MA 02632 Administrator Board otBuilding R001afens and;itaudarf' r HOME IWIPROVEMEyT CONTRACTQR Registra,jon: 111'006 ; lug pirstion: i1i18i2002 poRATION Ty Pe: PRIVATE COR, SG+UIE►t t,ONST.RUCTION,INC �. 502 SAY LN MA 02632 adm r,trater CENTEnVILLr-, - ESTIMA TEO PROJECT COST WORKSHEET LMNG SPACE Value (high end construction) 3 0) b square feet X$115/sq. foot= 391 IK b (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK 19 1) square feet X$15/sq. foot= I xn OTHER square feet X$??/sq. foot= q. Total Estimated Project Value .3s�Z Uv 05/02/2001 WED 10:26 FAX 5087909370 Linda Roderick Q 002 I1/STAR SERVICES CO. The NSTAR Companies Boston Edison 2421 Cranberry Highway ComElectric Wareham,Massachusetts 02571 ComGas Cambridge Electric May 2, 2001 Building Inspector Town Hall Hyannis, Ma 02601 RE_ 115 7th Ave West Hyannisport Mtr: 7010682 Acct: 14759460018 Dear Sir/Madame: Please be advised that the service and meter was disconnected and removed on April 27, 2001, Sincerely, MARGO F. BELLAMY cc: Martin Coyne Fax 508 240-1473 i Property Location: 115 SEVENTH AVENUE MAP ID: 245/055/// Vision ID: 16975 Other ID: Bldg#: 1 Card 1 of 1 Print Date:03/28/2001 a;fie.,,• p .:�� _s , !.n"V,sw l; ra�' � r� A ,'�a ,�I'.�'� �4 z� r� �•. ,:¢. ,ov„ eve ep n: ave Description Code Appraisedvalue ssesse value DYNE,PATRICE E as > 1 ELLIOT RD SIDNTL 1010 60,600 60,600 801 HARRINGTON PIC,NJ 07640 u ie water Barnstable 2001,MA ;. �,�.gym... M� ccount\ 148414 Plan Ref. ax Dist. 400 Land Ct# er.Prop. #SR VISION Life Estate DL 1 LOT 574 Notes: DL 2 576 B CIS ID: Total 87,400 187,400 4 � - ,/x� : .aa ,.•... •• r... uqjyNh, r. Code ssesse value r. o e AssessedValue r. Code AssessedValue OYNE,FRANCES T 1970/ 41 Q 0 , 20001010 47,7001999 1010 48,80019981010 48,800 ota: ota: ota: Y �y::< �; r:t.• l M This signature acknowledges a visit py a LPata Collector or AssessoF Year IypelDesription Amount Code Description Number Amount Comm.Int, Appraised Bldg.Value(Card) 58,300 Appraised XF(B)Value(Bldg) 2,300 Total. Appraised OB(L)Value(Bldg) 0 Appraised Land Value(Bldg) 126,800 ,.' •' , _:', .; !, . wa •, � s Y 1 . : Special Land Value Total Appraised Card Value 187,400 Total Appraised Parcel Value 187,400 Valuation Method: . Cost/Market Valuation Net TotalAppraised Parcel Value 187,400 �s a;;, ' Permit Issue ate ype Description mount Insp.D ate o Comp. ate Comp. ���omments Date ID ca. Purposelmesult OU eas is e ._ Use Code Description Zone D Frontage Depth Units Unit Price L Eactor S.I. actor /. Notes-Aqjl3pecial Pricing Aaj. unit Price Land value 1 1010 Single am o es: 1 1 Total Card an nits arce oat an rea: ota an a ue Property Location: 115 SEVENTH AVENUE MAP ID: 245/055/// Vision ID:16975 Other ID: Bldg#. 1 Card 1 of 1 Print Date: 03/28/2001 �F . „a:• .;ems, , ', Element Gd. Description on; ercialuata Elements Style ype H RanchElement Cd. Ch. Description odel 311 Residential Heat ade C Average Grade Frame Type Baths/Plumbing tones 1 Story ccupancy 0 CeilingfWall ooms/Prtns 12 PTO 1212 FEP 1 Exterior Wall 1 14 Wood Shingle /o Common Wall Z Wall Height Roof Structure 3 able/Hip 20 16 Roof Cover 3 sph/F GIs/Cmp Fx, Interior Wall 1 04 Plywood Panel 2 ane Element Gode Description Factor Interior Floor 1 14 Carpet omp ex 2 Floor Adj Unit Location Heating Fuel 3 Gas eating Type 4 Hot Air Number of Units C Type 1 None Number of Levels BAS /o Ownership 26 2 Bedrooms 03 3 Bedrooms Bathrooms 1 1 Bathroom r W ' ,-: r 1_ f q � Y 0 1 Full ' Total Rooms Roomsna 1. ase e Size Adj.Factor 1.25274 Grade(Q)Index .92 ath Type dj.Base Rate 9.15 Kitchen Style Bldg.Value New 5,650 36 Year Built 1950 ff.Year Built A)1977 rml Physcl Dep 3 uncnl Obslnc con Obslnc ,-Spec].Cond.Code ZMM �� _ oD A aSpec]Cond% Go de fercentage Single Overall%Cond. 7 Him am eprec.Bldg Value 58,300 , : MMM .: Code Description Llff units Unit Price Yr. Dp Rt %Cnd Apr. Value Fireplace , y.. •• Go de Description LivingArea Uross Area Eff.Area Unit Cost Undeprec. Value First Floor FEP Enclosed Porch 0 192 134 48.26 9,266 PTO Patio 0 240 24 6.92 1,660 IM Groi LivlLease Area g Val: , r� - A TOWN OF BARNSTABLE BUILDING PERMIT -PARCEL qD 15 055 GEOBASE ID 14841 ADDRESS 115 SEVENTH AVENUE PHONE W HYANNISPORT ZIP ' LOT 574 576 BLOCK LOT SIZE DBA . , DEVELOPMENT DISTRICT HY PERMIT 53240 DESCRIPTION DEMO EXISTING HOME PERMIT: TYPE BDEMO TITLE DEMOLITION PERMIT CONTRACTORS: CAPE ASSOCIATES, INC. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: ` BOND $.00 Ox THE CONSTRUCTION COSTS $.00 645 SFH DETACHED DEMOLITION 1 PRIVATE a�►isivsr�a i6g9. A� D INI� BUILDING DIVI r BY DATE ISSUED 05/09/2001 EXPIRATION DATE z TOWN OF EARNSTABLE }� BUILDING 'PERMIT'PERMIT y �� K -PAPCEL` 1 95 (� "�" . Cx:+O 'AS ID 14841 ADDRESS 115 SFVENTH AVENUE PHONE - W1 HYANNISPORT ,' ZIP, uT' 574 578 BLOCK LOT. SIZE DIVA DEVELOPMENT . DISTRICT .HY PERMIT 532,10 DESCRIPTION DEMO EXISTING HOME PERMIT TYPE-I—BDEM0 TITLE.. DEMOLITION PERMIT CONTRACTORS: CAP OCIAT S, INC . Department of Health Safety, � '' = e e,c'2 _and.Environmental Services ` AL ARCHITECTS:. FEES: C ( , INE BOND s.o CONSTRUCIION COSTS OC 0 V3 SEH, DETACHED DEMOLITION 1. PRIVATE * BARN3TABLE, • MA83. g BUILDING DIVISI, N ' ..7 B Y'' DATA : SSi1EI? 45jc9j200a. XPXR 'II®N Da `I"E 1 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 OFTHIS' PERMIT DOES NOT RELEASE THE APPLICANT FROM-THE CONDITIONS OF ANY,APPLICABLE-SUBDIVISION RESTRICTIONS.' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST'BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION I 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF:OCCU PERMITS.ARE.. REQUIRED FOR ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED;SUCH BUILDING SHALL NOT BE I 3.INSULATION. ANICAL INSTALLATIONS. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. . 4.FINAL INSPECTION BEFORE OCCUPANCY. I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2~ II I 3 1 HEATING INSPECTION APPROVALS. ENGINEERING DEPARTMENT 2 BOARD OF HEALTH' OTHER: SITE PLAN REVIEW APPROVAL I - WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS I THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN.BE ARRANGED FOR BY I VARIOUS. STAGES-'OF CONSTRUC- . MONTHS..OF DATE THE PERMIT IS ISSUED AS TELEPHONE.OR WRITTEN NOTIFICA- TION.- NOTED'ABOVE. TION. BUILDI NG PERMIT ��� Cape Associates, Inc. BUILDERS P.O.sox 1858 FAX (5 8)5-1770 240-14 345 Massasoit Road FAX(508)240-1473 North Eastham,MA 02651-1858 http://www.capeassociates.com 26 July, 2001 BUILDING COMMISSIONER Town of Barnstable Hyannis, MA Re: Demolition Permit#53240 & Building Permit#53241 115 Seventh Avenue W. Hyannisport, MA Dear Commissioner, The above two permits were issued 5/9/2001 to Cape Associates,Inc., 345 Massasoit Road,N. Eastham, MA under my Supervisors License#003010. I wish to remove my Company and my License from these permits to allow another building company to proceed with the demolition and construction of this project. My company is not in a position to begin construction for the clients and they wish to Contract with another Company. This is my permission for you to allow that Company to take over these Permits. Thank You, Will Swift Vice President Assessment Reults Page 1 of 2 0 Contact Town Hall - % o_ Monday,August 27,2001 Home { Search Site { Government Departments_{ Information Center { What's New KTMITI Mir-lilt, � 7Data. based on Fiscal Year 2001 Assessor's database and is provided for information purposes Data presented here will be reflected on the Tax Bills mailed late April, 2001. 115 SEVENTH AVENUE NwMaps Map/Parcel/Parcel Extension: Mailing Address: 45/055/ COYNE, MARTIN M II & Owner of Record: COYNE, PATRICE E COYNE, MARTIN M II & 51 ELLIOT RD Property Location: HARRINGTON PK, NJ 07640 115 SEVENTH AVENUE' Parcel ID:245055 Fiscal Year 2001 Assessed Values Building Value: Extra Features: Outbuildings: Land Value: Totals: Appraised Value $ 58,300 $2,300 $0 $ 126,800 .$ 187,400 Assessed Value $ 58,300 $2,300 $0 $ 126,800 $ 187,400 Sales History Owner: Sale Date: Book/Page: Sale Price: COYNE, MARTIN M II & 11/15/1988 6503/ 156 $ 165,000 COYNE, FRANCES T 1970/41 $0 Land and Building Description Land Building Lot Size(Acres)`. Year Built: 0.25 1950 Zone: Living Area: RB 936 Appraised Value: Replacement Cost: $ 126,800 $75,650 Assessed Value: Depreciation: $ 126,800 23 Building Value: http://www.town.bamstable.ma.us/Information O1/Assessment/results.asp?mappar=245055 8/27/2001 Assessment Reults Page 2 of 2 $ 58,300 Construction Details Style: Interior Walls: Ranch Plywood Panel . Model:. Residential Interior Floors: Grade: Carpet Average Grade Stories: Heat Fuel: 1 Story Gas Exterior Walls Heat Type: Wood Shingle Hot Air Roof Structure: AC Type: Gable/Hip None Roof Cover: Bedrooms: Asph/F GIs/Cmp 3 Bedrooms Bathrooms: 1 Bathroom Total Rooms: 5 Rooms Outbuildings & Extra Features Code Description Units/SQ FT Appraised Value Assessed Value FPL1 Fireplace 1Sty 1 $2,300 $2,300 Building Sketch r h:p 0 f http://www.town.bamstable.ma.us/Information_Ol/Assessment/results.asp?mappar=245055 8/27/2001 b a b b %S � 7 a r E u E a b 9 b 9 b ° Western Surety e r a r a E a b q LICENSE AND PERMIT BOND ; F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; ° Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. a F a KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P- 4 90 3 9 5 5 0 Thatwe, William Swift , of the Town of East am , State of Massachusetts , as Principal, ° b ° and WESTERN SUNTY COMPANY, a corporation duly licensed to do business in the State of a s s a c h u s e i s , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee,in the amount (Valid only when a County,City,Town or Village is named as Obligee) Of Five thousand and no/100 DOLLARS ($ 5,000.00 ) (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street permit bond by the Obligee. NQW�TREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinand es, .., dW& all amendments), pertaining to the license or permit, then this obligation to be void, otl r wi'se�,t�o eAln '� n full force and effect for a perio 0c�nmencing on the 23 rd day of and ending on the day of A`�r "I , 2002 unless renewed by continuation certificate. y$TrhiEboon, m,•ay be,,erminated at any time by the Surety upon sending notice in writing to the Obligee and to ;- th ricipal, i`n,care W the Obligee or at such other address as the Surety deems reasonable, and at the expira- tion'iofit3 rtq �;1,(,35) days from the mailing of notice or as soon thereafter as permitted by applicable law, whichevek�s� -fr',�this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 23rd day of April 2001 -Seventh Ave W�.Hyannisport�x MA 02672 Principal Principal Countersigned , ( S+lr'ee+ 0 A N Y b By ( F Reside" President E F ` ACK)` STATE OF SOUTH DAKOTA ss r County of21%aehaha A r i l G� E r E F On this day of :ed officer,personally E appeared Stephen T.Pate 44 , =Ifficer of WESTERN SURETY COMPANY,a corporation,and t hecuted the foregoing a E - mself as such officer. ° for he pu rpose therein contain , instrument o t P�'P IN WITNESS WHEREOF, I have her n ` J. RHONE a 2� - r NOTARY PUBLIC c SEAL SOUTH DAKOTA S {J11C, South Dakota 9 My Commission Expires 6-12-2004 _ Phillips Ave. Form 849-A—12-97 * Sioux Falls, SD 57104 • 1-605-336-0850 ® s 7k7 , k D � I c tl ° u G p u G tl G ° u u Western Surety tl . Y G tl G tl LICENSE AND PERMIT BOND G For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; G Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. tl° KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P- 4 3 0 3 9 5 5 0 That we William Swift of the Town of East am , State of Massachusetts , as Principal, and W STERN SURETY COMPANY, a corporation duly licensed to do business in the State of a s s a c h u s e i s , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Five thousand and no/100 DOLLARS ($ 5 ,000.00 ) (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street permit bond by the Obligee. NQ0W.';,�� E�FORE, if the Principal shall faithfully.perform the duties and comply with the laws and ordb-CO SZ-ffn4 ding all amendments), pertaining to the license or permit, then this obligation to be void, o,4F�ise fts i 'n full force and effect for a perio 0c� nmencing on the 23 r day of , and ending on the day M� Apra 2002 unless renewed by continuation certificate. 3 ,hi0ond m, ayberminated at any time by the Surety upon sending notice in writing to the Obligee and to - thp.Y ncipal, m caarp:,f the Obligee or at such other address as the Surety deems reasonable, and at the expira- tiorf !:f'tli t {y� 3 ) days from the mailing of notice or as soon thereafter as permitted by applicable law, whichevergj&-;er,this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal Dated this 23rd day of April 2001 . i'f'1', Seventh Ave W �Hyannisport} MA 02672 Principal Principal Countersigned WESTER SURETY CO A N Y Bytf�v r` f G��J C XJ By Z� U Resident Agent President r ° ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer)ss R F County ofAi aehaha Aril 2001 n On this day of ,before me, the undersigned officer,personally p appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing F ; instrument for the purpose therein contained, by signing the name of the corporatjon by himself as such officer. ; R IN WITNESS WHEREOF, I have hereunto set'my hand and official se G , +C�6�jVJ�jV:'74C'C;4C:C_CoP;C:GCq`v`iGJ�Jc9c:+ 9 J. RHONE G g NOTARY PUBLIC �� ,� G SEAL if-IV SOUTH DAKOTA SEAL v , otary Public, South Dakota , My Commission Expires 6-12-2004 Western Surety Company • 101 S. Phillips Ave. g G Form 849-A—12.97 �'''yy��� �'�"�''�`'����~+ Sioux Falls, SD 57104 • 1-605-336-0850 N ACKNOWLEDGMENT OF PRINCIPAL n (Individual or Partners) ; STATE OF n n ss 44 s F County of A F � F On this day of ,before me personally appeared 6 U i U i U F U F � , 9 n known to me to be the individual— described in and who executed the foregoing instrument and r r n acknowledged to me that_he_executed the same. n U My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public n n n � n r n , � r n n W c n Cd n F V a U n n a � B _4 r Vl ^ N U 0 Z z w n V) y H O o 0 o w -� F , TOWN QF BARNSTABLE x x� :BUILDING PERMIT - n $;� ri f PARCEL ID 245 055 " � '�'- ` y a w ♦ ` GEOBASE ID ADDRESS 115 SEVENTH AVENUEOR PHONE. W HYANNISPORT ZIP. . t - q S. — t ', LOT 574 576 BLOCK DBA T SIZE DEVELOPMENT DISTRICT HY PERMIT 53240 DESCRIPTION DEMOt.,EXISTINGHOME� , 1 II PERMIT TYPE BDEMO TITLE $DEMOLITION PERMIT �j �``� { 1 n. A h 1 ` � P C ,}i iG3 CONTRACTORS �Ix 'Safety ER, t "` s � N Y Y-. 6a.4_...., Depaltmentof Health,t ARCHITECTS: ' hand Environmental Services i TOTAL FEES: w . BOND $_00 as' rAnc a t i CONSTRUCTION COSTS $.00 ay rs Kt�+ n � ;t� iit+ ° ��i 3 aQ 645 SFH DETACHED DEMOLITION rPRIVATE P E yA• �i�L'f Mtn b €d4+J,�9� - tRS��3nT�- �ytiir a y;a�YfO►7. v� >,`7 R .y�M$ Z S`.�T t eY-' ' .. .1 � R' 1 S V•r"t �ya 7�`i'c�•4 TlS '1 i'i' �f:- J71' AVr �t: aL ! B lI - r .iV DING D r DATE ISSUED �05/09/2001 EXPI RATION iATEiF F rS, ,fr -01� sE^i� s z t Srt a^ r"�..:r.� .. i�.J r. XrsYb k7 { OWN OF STABLE ' a. U LDI ERMI � ,s' PARCEL ID 245. 055 G£SOBASE ADDRESS 115 SEVENTH AVENUE ";st z � ;^'" �* _+ 4;y;y `�i SHONE r W HYANN I SPORT g �A� LOT 574 576 BLOCK DBA k r a 4 uz r rN µ., DEVELOPMENT � ` ` +�x,DISTRICT HY _ .,�., r 6tl"r.%?'Fe ',1'' 3 ;_,,*a ". cr' °�'"'�4Ra> WkrZ-q iir '•a. F s,C zYJh :3SSv�...... , PERMIT 53241 DESCRIPTION DBlrIO/REBUILD INGLE FAM HOME �SEWPT#01-169 PERMIT TYPE BUILD ,TITLE x�NEW �RESIDENTILr P " r£'' q x z n t"aks�i�A t'S•tala +ACxORNCHTITECTS: ° . � s ?#�ORS M � Dep rtmenRACT t ot .�H&zre'*a l,F*t•'.h.Z,r r `Safety �gand Environmental Se TOTAL FEES: } 693 99 , � r BOND r $.00 CONSTRUCTION COSTS $352�,900.00 101 SINGLE FAM HOME DETACHED i� hPRIVATE P E 'a ' BAMWABM -_ �•. f � ; <�, t�� r v. h� ��7'Y x ininns yet i i, a �•� _ j -,• _ - - M aJ"° t.r 4.i SYa.la'' i �tY•�,E.y X��MS'�C�' ��.,s � �, �� �� i ia r"i 'BLIILDING'DIVI f }y J F yyxy A si Z i s^• V r i�-f'iT• - DATE ISSUED 05/09/2001 `� FXPIRATTONDATEg ' K ` > �xr .x Seat By: HP LaserJet 3100; 201 767 7002; Aug-8-01 4:10PM; Page 2!2 ILI- a � J Sent By: HP LaserJet 3100; 201 767 7002; A:ug-8-01 4:10PIul; Page 1 2 RAP Pee 7- 11 14A)AliS � T- t i y ,� NEW k1UUZJr, If located: 17 North of Route 6 - needs certificate of appropriateness from OKH In Hyannis - Check to see if it's included in the Hyannis Historic Waterfront District - if so, it needs Certificate of Appropriateness from them If ZBA relief(Special Permit or Variance is required for project: Copy of Decision Documentation that decision was recorded at the Registry of Deeds w/in one year of ZBA decision date. Sign-offs from: Engineering Health Conservation Planning Tax Collector Treasurer Street address Owner's name & address Permit request - full description of proposed project Square footage Building Detail for Assessor's office Lot size - An undersized lot(i.e. <43,560 sq ft) requires an affidavit from an attorney attesting to its gandfathered status,plus copies of the deeds used in this determination (abutters) Valuation-must be the same as the total on the project cost worksheet jr7 Builder's information Signature Estimated project cost worksheet Site plan(shows. location& setbacks of house) Plan of record( rom Registry) Deed (from Registry) (to attest to ownership) a Plans -4 sets measuring 11"x 17"including foundation, floor plan, cross section, framing schedule &smokes Policy � Worker's Comp form must include: Insurance company's name & Work. Comp. p Y o number. Energy Compliance Form \� Copy of Construction Supervisor's License OR Homeowner's License Exemption Form Check expiration date of license Road Bond($4/foot of road frontage) �U Signature of Principal required. Permit Fee y-torms:permns I rev 08.:0.00 G G G G 9 G tl G 9 G 1 G G Western Surety R o r f G LICENSE AND PERMIT BOND 1 F For County, City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; G Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. G KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 3 0107 81 That we, Squire Construction, Inc. F 1 9 of the Town of Barnstable State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the amount i (Valid only when a County,City,Town or Village is named as Obligee) of Five Thousand and no/100 DOLLARS ($ 5,000.00 ), F (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. j THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been 1 licensed Street Permit Bond by the Obligee. NW � RFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordans all amendments), pertaining to the license or permit, then this obligation to be void, e n full force and effect for a period commencing on the eigth day of and ending on the e i g th day 2002 vest R , unless renewed by continuation certificate. hisond may ekrminated at any time by the Surety upon sending notice in writing to the Obligee and to thencipa,l n c�of the Obligee or at such other address as the Surety deems reasonable, and at the expira- tiorfuNgt �� i days from the mailing of notice or as soon thereafter as permitted by applicable law, which eis. atet�Ahis bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 8th day of August Principal Principal Countersigned a , ` /� .� WESTER SURETY CO A N Y f• t f / f n By ii�.s''1-,11� Gn A AgrAo m(, tnii' By r 'J m�1 s , Put de Oni".esident Agent President F F ACKNOWLEDGMENT OF SURETY G STATE OF SOUTH DAKOTA 1 (Corporate Officer) Mi, n County of nnehaha j ss On this_ day of r�..1���"� ,before me, the undersigned officer,personally appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing ; instrument for the purpose therein contained,by signing the name of the corpo on by himself as such officer. ; IN WITNESS WHEREOF, I have hereunto set my hand and official se G 9 J. RHONE n NOTARY PUBLIC - ,V ' G SEAL SOUTH DAKOTA SFAL P 9 otary Public, South Dakota My Commission Expires 6-12-2004 Western Surety Company • 101 S. Phillips Ave. Form 849-A—12-97 Sioux Falls, SD 57104 9 1-605-336-0850 F il F il ACKNOWLEDGMENT OF PRINCIPAL n (Individual or Partners) ; F STATE OF F ss F il f County of ' G y F n On this day of ,before me personally appeared n n G n 6 � i F F F il r il known to me to be the individual_ described in and who executed the foregoing instrument and f• n r• l acknowledged to me that_he_executed the same. n n i My commission expires A Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the ' of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public f r• F \ f n /1 n E- " F n E +� n r O W n z zo 4 0 � n N W w O n V I PL4 ' o C Q Z z y- F .- " The Commonwealth of Massachusetts -- Department of Industrial Accidents. :: _.. X -= Office of/asest 989ads __ 600 Washington Street Boston,Mass. 02111 . Workers' Com ensation Insurance Affidavit name: M/ell'y s2-- SQUICr'/' . ,-- location: �m 3�v L./f�,' . c1t, e-L A-)TC�OL-L,6: rV .o:2-.(-f`L._ phone# -,S-025 221 -f 0 (C ❑ I am a homeowner performing all work myself. . . . ❑ I am a sole r rietor and have no one working in capacity /�%%%%%%%%%%% % %% ��%%% 9I am an employer providing workers'.compensation for my employees working_on this job. ::: ...'...:... :.:::. . ... :::. . comaanv name_. ........r.!'':".......:.....::...................::::.:::::::::::::::::,::::;:.::::::::::::::::;:::;;::;::;;:;:;:::::;::;::;:..;:..:......:.....:....:..::.:..:..::.:....:..::...:.;;:::.:::.;:.;::;::.>:::::o;:..,>-:--.—......:.i::i:_:. 1. sites phone#. ... .;, 1llsttrance cu: ❑ I.am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: . ciimoanv name .. <:::: >:>:;:>;::»:<:»::>:«:::» 'e$$i >! `�`'"Ej f j y !> rJ Viz % a� > ! %> s ( `: ! <?2' Y i' Si asi<''`i%<F i<i<i%'` 2 z ..%...' i i>i}+k i[ <' : i i ...: aldr .......:.......:......:................. .......................I.....1................ ......... ........ ............ ...... :::%<-�. :.T.. :S. :.:.......................::...............� .;;............: .. ... .. •::•::?iii::ii:i::i::ii i::_ii:�ii::i::i::iiiiiri:.iii is ii:ii::i::i::iii::iii i::i i:::i::i:::iiiiii}is ::i::i::i.....ii:ii...... i i i i i iiiiiii:iiii i i iii::i�::ii::......iiiii is i::iliiii::iiiii:W ii i::ilJi::vi is iiiiiiiiii.ii ii....ii;:4iiiii 4:i ii:'v:i:: .... ................................................................................................................................ ...:..:.............................................................................................................:........................................................................................................................ .... .......................:.................::`-................................................................................................ .....................................................:m...�..... ................... .................................................................:.................................. -..................nk :.::nv.....�.;•:....... .....................................................................................................................................................:..::::::::.:::::f�j{:::.�::::::::::::::::::::::::::::::i:::!iiiiiiiii:i4::v:::::::•:.�::::...n:.....,.niiXv } }}i:i:: ...::;i::i:i:`v':`iiii:::::4:::;:i;iii::i sii::iiiiii:::iiii:::+::i::i.::i::..iiiii::.':;::;:.:'':i::::.:.:::::i::::iii:2:+:::':i::iiii:::..:is`?:'i:+.iii:::: ::::''.::.::::':':i:::::::::::i:::y:.'::...: :;:.;:.;:.:::::.:'.::.:.:.;:.;:.;:.;:.;:.:::.;..;;';:.;:.;:.;:.;.:.:.. ......:::::: ..:':::i::i:::.;..::.:i:.::>.:;.. .':,::::>i:::;::i::i::::.i.':::':.i::i'bhO1CG I. cl�... . .................................: �r :••>::•:%::i;fS::•::::a:• �t n• D$IliHn ........... ::: <> . :::i..... ::::i::i::i::i:::i;:<:ii::i::i::i:: .;<.;:.;:.;:.;;:.;;;;;:.;:.::.;:.;::.;;:.;:.;:.:<.;;:::: :;;;.;:.;:.;:.;:.;;:.:.;.;;:<.;:.:;:.;:.;:.;:.;:.;:•i:::::i::i::i::ii::»::ii«:ii: ii:<::::::i::i:: i::>::ii::ii:: ;:.;:.;:.;;;:::.;;:.;;:.:.;;:.: .:.......................... :::::.....i:.....:....-:>::::::<::i::i::::; : >::>:: is ii:>:::i:::<: >:>::>i<:::>:::;::><:::<:>:::>::><:;;;<::<; ;::>:<:ii<:>:::>:>::::: i::i:«:«i:>:<>:::>:: i:::::::::::>::::::::::::::.::.::............:: .. aa:.name:::::. .:....:... :. .... ........ sss >: :atltlr :::::.::... ,...;.:. :. : ii .....::.::..:....:.::.::::::.::::::::::::::.:::.:.:..::..._._.........:........_..:........_........._... bae . ...;:.;::.;:.:':.:.:::.:::.:...........:......... :......; ci . - :;:;;:.;;: :. :::::::::::::.::::::::::::::::::::::::::::::::::".....::.::::::::::::::::::::::::::::::::.::..::::.......... . ::......:.. gi446iig ........................:..:::::.:::::::•...:..............................................:..:::.::::::.........................................................:.:::::.::.:::::.:,::::::::. .:::::::::::::.::::::::: :::::.:.:::::•:..:::::::: . ::.�:::.�:::::::::::: :::v:::::::::::.:::::::::::::::::::.............:::::::.�::: ............. ........ ................ ...............::•;:•::::::::::::i.:�:::::::::::::::::::::::i:::::: :::::i::i:::::.::: ::::.:�:::::::. :::::::::.................::........:.:.................::::................................................:............................:............................................ .............. ..............................................................................ti::i.r::..Z:.,.:.....................................................:::::::::.:...........................::: ............... :::::::::....................................................... .............. ...................................::::::::....::.........:r:::. ... ...::."v ... ......................::::::::v::::::::.�::::.�:... '::::.. ...........................::.::::-::.................::::::......,...% ...................................... .. ........................................... :.....::::::::........ .......................... �.......................... .. Q ::W.. :::: ....::: : : :�:�is^iii.... .:::.::::::::::i �1 to aecme coverage as required mmder Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,M.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Oice of Investigations of the DU for coverage verification. . I do hereby certify t e d penalties of perjury that the information provided above is tru coned Signature Date 10/ r Print name M(a(�,gG�. S�ILA< Phone# 6�8 '7`2t �(( . ------------------ official use only do not write in this area to be completed by city or town official . city or town: permit/license# OBnilding Department ❑Licensing Board ❑check if immediate response is required []Selectmen's Office l# OHealth Department contact person: Phone#; ..__ ❑Other Omsed 9/95 PJl) ' Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a . dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.• Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns Please be.sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the perm License number which will be used as a reference num_ber. The affidavits may be ret to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Oitice of lmlest 08110os 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 05/02/01 09:16 BARNSTABLE WATER CO. 001 Barnstable ATIBox 326 Yarmouth Road E R P.O. C' O M P A N Y Hyannis,Massachusetts 02001-0326 5081775-0063 4/26/01 TOWN OF BARNSTABLE $UTT,DTNC INSPECTOR TOWN HALL HYANNIS, MA 02601 RE: 115 SEVENTH AVENUE TO WHOM 1T MAY CONCERN; THIS IS TU CONFIRM THAT THE WATER SERVICE LOCATED AT 115 SEVENTH AVENUE HAS BEEN SHUj* 0k*f AT THE MAINAND THE METER REMOVED FROM THE PREMISES AT THE REQUKST OF THE OWNER WHO INTENDS TO DEMOLISH THE BUILDING THEREON. SINCERELY, SUSAN A. SKARBEK BARNSTABLR WATER COMPANY li/7G�� Q[�Il n Energy Delivery 201 Riv if�✓r��'c�J 201 Rivermoor Street Energy Delivery west Roxbury,Massachusetts 02132 Tel 617 723-5512 April 30, 2001 Mr. William Swift PO Box 1858 North Eastham, MA 02651 re: 115 Seventh Ave, W. Hyannisport, MA To Whom It May Concern: This letter is to confirm that the natural gas services to the above referenced property have been cut and capped at the gatebox. This work was completed by us on April 27, 2001. If you have any questions, I can be contacted directly at 508-760-7503. Sincerely, t Sally Sinclair Distribution Department I I MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I i I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,'Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-22-2001 DATE OF PLANS: 3-9-2001 TITLE: New Residence PROJECT INFORMATION: C yne Residence 115 Seventh Ave f lW.est_Hyannisport,Ma") 4`0-264 7 COMPANY INFORMATION: Cape Associates P.O. Box 1858 North Eastham, Ma. 02651 NOTES: MaCheck by Cape Cod Insulation INC. #1914 COMPLIANCE: PASSES Required UA = 639 Your Home = 593 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------- CEILINGS 1604 30.0 0.0 57 WALLS: Wood Frame, 16" O.C. 2332 19.0 0.0 140 GLAZING: Windows or Doors 791 0.330 261 GLAZING: Windows or Doors 103 0.310 32 DOORS 30 0.430 13 DOORS 60 0.330 20 FLOORS: Over Unconditioned Space 1488 19:0 0.0 71 HVAC EQUIPMENT: Furnace, 93.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. 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. ti Builder/Designer Date r MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Residence DATE: 3-22-2001 Bldg. 1 Dept. 1 Use I I , I CEILINGS: [ ) I 1. R-30 I Comments/Location I I WALLS: [ ] ( 1. Wood Frame, 16" O.C., R-19 I Comments/Location I WINDOWS AND GLASS DOORS: [ j I 1. U-value: 0.33 I For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location [ ] ! 2. U-value: 0.31 I For windows without labeled 0-values, describe features: i # Panes Frame Type Thermal Break? [ ) Yes [ ] No I Comments/Location DOORS: [ ] I 1. U-value: 0.43 i Comments/Location [ ] I 2. U-value: 0.33 I Comments/Location 1 , FLOORS: [ ] I 1. Over Unconditioned Space, R-19 Comments/Location I HVAC EQUIPMENT: " ( ] I 1. Furnace, 93.0 AFUE or higher I Make and Model Number 1 I AIR LEAKAGE: [ j I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture , I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. •1 I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ) I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I DUCT INSULATION: [ J I Ducts shall be insulated per Table J4.4.7.1. I DUCT CONSTRUCTION: ( ) I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. , I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: ( ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. [ ) I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F'or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" 1 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any - 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I L ) I CIRCULATING HOT WATER SYSTEMS: i I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS i HEATED WATER TEMP (F) : RUNOUTS 0-l" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1:5 2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 ( 0.5 0.5 1.0 - ----NOTES TO FIELD (Building Department Use Only)----------"----------'- (7 Primary Basement Girder TJ-Beam^' v5.45 Serial Number 7MM182o- 3 PCs of 1.75 X 9.25 2.OE Microllam® LVL BEAMUSA 1111 2/=001 9:57:56 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED _ y n, :n Product Diagram is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 13' Loads(psf):40 Live at 100%duration, 12 Dead,,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Floor(1.00) 40 15 0-to 8' Adds to Uniform(psf) Snow(1.15) 25 15 0 to 8' Adds to Uniform(psf) Floor(1.00) 40 15 0 to 8' Adds to Uniform(plf) Floor(1.00) 0 160 0 to 8' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50` 5.019" Left Face 7540/3658/1.1198 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 5.019" Right Face 7540/3658/11198 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 10731 7269 9227 Passed(79%) Lt end Span.1 under Floor loading Moment(ft4b) 20568 18180 18777 Passed(97%) MID Span 1 under Floor loading Live Defl.(in) 0.244 0.256 Passed(U376) MID Span 1 under Snow Roof loading Total Defl.(in) 0.363 0.383 Passed(U253) MID Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at.2'5"o/c unless detailed otherwise: Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Tn:-'Joist Associate. -Not all products are readily available. Check\with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653. 508 255-0606 508 255-0607 Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist. Microllam®is a registered trademark of True Joist. N:1TJB FILES0010Coyne\1st Fir Framing\Central Basement Girder LVL Altemate.Bm Secondary Basement Girder TJ-Beam^' v5.45 SerialN umbec700(=1s20 3 PCs of 1.75" x 9.25" 2.0E Mlcrollam® LVL BEAMUSA 1111 2/212001 3:01:31 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension-26' 2 .n 13' 13' Product Diagram is ConceptuaL LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 12' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" . Left Face 2775 1784/3559 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 4.583" Centered 7700/2525/10225 Detail B3 3 2x4 Plate 3.50" 2.25" Right Face 2775/78413559 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5113 4528 9227 Passed(49%) Rt end Span 1 under Floor loading Moment(ft-lb) 13122 13122 18777 Passed(70%) Rt end Span 1 under Floor loading Live Defl.(in) 0.315 0.428 Passed(U489) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.376 0.642 Passed(U409) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist: Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist N:1TJB FILES0010CoyneZecondary Basement Girder.bm Typical First Floor Joist TJ-BeamT" v5.45 Serial Number 7000001820 1.5" x 9.25".I AE SOLID SAWN SPRUCE-PINE-FIR#2 1.6.0" O/C BEAMUSA 1111 2122=01 9:15:32 AM Pape 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n. ,F2] 14' Product Dlagram Is Conceptual LOADS: Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 378/113/491 Blocking 2 Beam 3.50" 3.5 Right Face 369/111 /480 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 465 406 648 Passed(63%) Lt end Span 1 under Floor loading Moment(ft-lb) 1560 1560 1972 Passed(79%) MID Span 1 under Floor loading Live Defl.(in) 0.281 0.335 Passed(U573) MID Span 1 under Floor loading Total Defl.(in) 0.365 0.671 Passed(U441) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage. -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'T'olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by True Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam"A are trademarks of Trus Joist N:\TJB FILES\0010Coyne\tst Flr Framing\Typical First Floor Joist.bm 2nd Floor Beam#1 TJ-Beam"' v5.45 Serial Number.7000001820 BEAMUSA 1111 2=12001 1:13:49PM 3 PCS Of 1.5" x 11.25" 1.4E SOLID SAWN SPRUCE-PINE-17I1142 Pape 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS.THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall.DlnwWm=2(' 1.I ni [21 ;n3 14' -� Product Diagram.Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: V Loads(psf):40 Live at 100%duration, 12 Dead,'0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 1845 1.381 6" Adds to Uniform(plf) Floor(1.00) 0 100 6"to 13'6" Adds to Uniform(plf) Floor(1.00) 0 100 13'to 20' Adds to Point(Ibs.) Floor(1.00) 450 570 15'6" Adds to Point(lbs.) Floor(1.00) 450 576 18'6 Adds to SUPPORTS: ' INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 2053/2009/4062 Blocking 2 2x6 Stud Wall 5.50" 5.5" Centered 1086/2413/3499 Blocking 3 2x6 Stud Wall 5.50" 5.5" Right Face 560/551 /1110 Blocking DESIGN CONTROLS:'` MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2045 1856 2362 Passed(79%) Lt end Span 2 under Floor loading Moment(ft-lb) 3536 3536• 7960 Passed(44%) Rt end Span 1 under Floor loading Live Defl.(in) 0.030 0.456 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.099 0.683 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Allowable moment was increased for repetitive member usage. -Deflection Criteria:STANDARD(LL: U360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 24'T'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and 7J-Beam"'are trademarks of Trus Joist. --NATJB FILES10010Coyne%2nd Fir Beam#1.bm 2nd.Floor Beam#1 TJ-Beam"' v5.45 serial Numbar:7000001820 BEAMUSA 1111 Z2=001 1:13:49PM 3_PCs of 1.5":X 11.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR#2 Page 2 of 2 BuUd Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .ODITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a True Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A.Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 N 508 255-0607 Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of True Joist. N:1TJB FILES10010Coyne%2nd Fir Beam#t.bm r4 wa 2nd Floor Beam#2 � TJ-Beam"' v5.45 serial Number.70=1820 3 PCs of 1.75 x 11.25 1.8E Microllam® LVL BEAMUSA 1111 2/20/2001 5:44:15 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension-.1T 11 —� 1 I [z] 14' Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION. COMMENT Point(lbs.) Floor(1.00) 1845 1381 6" Adds to Uniform(ptf) Floor(1.00) 0 80 6"to 13'6" Adds to q. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 2632/2705/5336 Detail E1 TJI®Blocking Panel 2 2x4 Plate 3.50" 2.25" Right Face 279/1981476 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): E1,A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3665 3492 11222 Passed(31%) Lt Overhang under Floor loading Moment(ft-lb) 9458 9458 24206 Passed(39%) Lt end Span 1 under Floor ALTERNATE span loading Live Defl.(in) 0.144 0.215 Passed(2U539) Lt Overhang under Floor ALTERNATE span loading Total Defl.(in) 0.207 0.323 Passed(2U374) Lt Overhang under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: U360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES:,;, -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. _ -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code-BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design.Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam"'are trademarks of Trus Joist. TJI®and Microllam are registered trademarks of Trus Joist. N:1TJB FILES10010CoyneUnd Fir Beam#2.bm 2nd Floor Beam#3 TJ-Beam^' v5.45 sepal Number 70=1820 2 PCs of 1.75 x 11.25 1.8E.MicroHam® LVL BEAMUSA 1111 2r22l2001 9:53:56 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n b 13* Product Dlagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 11'6" Loads(psf):40 Live at 100%duration, 12 Dead,,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Beam 3.50" 2.25 Left Face 2990/968/3958 Detail A3 1.25"LSL Rim 2 Beam 3.50 2.25" Right Face 2990/968/3958 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS:". MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3856 3209 7481 Passed(43%) Lt. end Span 1 under Floor loading Moment(ft4b) 12211 12211 16137 Passed(76%) MID Span 1 under Floor loading Live Defl.(in) 0.387 0.422 Passed(U393) MID Span 1 under Floor loading Total Defl.(in) 0.512 0.633 Passed(U297) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values: The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply.connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-BeamTM are trademarks of Trus Joist. Microllam@ is a registered trademark of Trus Joist N:1TJB FILESM0CoyneQnd Fir Framing\2nd Flr Beam#3.bm 2nd Floor Beam#4 TJ-Beam^' v.as"serial Number.7MM1820 3 PCs of 1.75" x 11.25" 1.8E MiCrollam® LVL BEAMUSA 1111 2/20/2001 1:27:16 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 n. 17'6" Product Diagram.Is Conceptual. LOADS' Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 2990 966 6' Adds to Uniform(plf) Floor(1.00) 0 80 0 to 13' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 4.25" Left Face 2464/1592/4056 Detail A3 1.25"LSL Rim 2 Beam 3.50" 2.25" Right Face 1459/980/2438 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4001 3825 11222 Passed(34%) Lt end Span 1 under Floor loading Moment(ft-lb) 20014 20014 24206 Passed(83%) MID Span 1 under Floor loading Live Defl.(in) 0.518 0.567 Passed(U394) MID Span 1 under Floor loading Total Defl.(in) 0.831 0.850 Passed(L245) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: 1-1360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availal iiity. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product fisted above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright 0 2000 by Trus Joist.A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. N:\TJB FILES\0010Coyne\2nd Rr Beam 94.bm 2nd Floor Beam#5 TJ-Beam^' v545 Serial Number 70=1820 3 PCs Of 1.75" X 16" 1.8E MiCrollam® LVL BEAMUSA 1111 2/=001 9:54:45 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1: ,n2 1916 Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:6'6" Loads(psf):40 Live at 100%duration, 12 Dead,,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 2990 966 12' Adds to Uniform(plf) Floor(1.00) 0 80 0 to 5'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 4.25" Left Face 3711 /1752/5462 Detail A3 1.25"LSL Rim 2 Beam 3.50" 2.25" Right Face 4349/1628/5977 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5917 5390 15960 Passed(34%) Rt. end Span 1 under Floor loading Moment(ft-lb) 33677 33677 46671 Passed(72%) MID Span 1 under Floor loading Live Defl.(in) 0.485 0.633 Passed(U471) MID Span f under Floor loading Total Defl.(in) 0.671 0.950 Passed(U340) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProT"and TJ-Beam!"are trademarks of Trus Joist. Microllarr4l)is a registered trademark of Trus Joist. NATJB FILESM10CoyneVnd Ftr Framing%2nd Fir Beam#5.bm if + 2nd Floor Beam#IS TJ-Beamm v5.45 serial Number.7000001820 BEAMUSA 1111 2=001 5:37:58PM 2 PCs of 1.75" x 1.1.875" 1.8E Microiiam® LVL Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 n. .n Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 14'6" Loads(psf):40 Live at 100%duration, 12 Dead,•0 Partition,and: . TYPE CLASS LIVE. DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 1459 979 7'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.522" Left Face 3836/1403/5238 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 4.035" Right Face 4293/1709/6003 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5875 5022 7897 Passed(64%) Rt end Span 1 under Floor loading Moment(ft-lb) 17062 17062 17848 Passed(96%) MID Span 1 under Floor loading Live Defl.(in) 0.340 0.372 Passed(U394) MID Span 1 under Floor loading Total Defl.(in) 0.477 0.558 Passed(U281) MID Span"I under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 a 508 255-0607 Copyright m 2000 by True Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-BeamT"are trademarks of Trus Joist Microllarrd is a registered trademark d Trus Joist NATJB FILES10010Coyne%2nd Fir Beam 96.bm 2nd Floor Beam#7-Alt B TJ-BeamT" v5.45 Serial Number:7000C01W0 2 PCs of 1.75" x 11.25" 1..8E Mlcrollam® LVL BEAMUSA 1111 2/=001 8:58:01 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n. ;n s ,2' Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 10' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" Left Face 24001785/3185 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" Right Face 2400/785/3185 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3097 2533 7481 Passed(34%) Lt end Span 1 under Floor loading Moment(ft-lb) 9032 9032 16137 Passed(56%) MID Span 1 under Floor loading Live Defl.(in) 0.245 0.389 Passed(U571) MID Span 1 under Floor loading Total Defl.(in) 0.326 0.583 Passed(U430) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL L/240). - -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a.Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro10 and TJ-Beam"'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. N:%TJB FILES10010Coynel2nd Flr Beam#7 Aft B.bm 2nd Floor Beam#8 Aft A TJ.Beam" v5.45 Serial Number 700000182o 2 PCs of 1.75" X 16" 4.8E Microllam® LVL BEAMUSA 1111 2/22/2001 8:55:27 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND.LOADS LISTED � 1 I n. .n 15'6" Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf):40 Live at 100%duration, 12 Dead,•0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Snow(1.15) 200 75 2'6"to 15'6" Adds to Uniform(psf) Floor(1.00) 40 15 0 to 15'6" Adds to Uniform(psf) Floor(1.00) 0 100 0 to 15'6" Adds to Point(Ibs.) Floor(1.00) 1845 1381. 3'3.6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 4.069"_ Left Face 3376/2677/6053 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 3.193" Right Face 2722 12027/4749 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6010 5634 12236 Passed(46%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 20366 20366 35781 Passed(57%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.253 0.506 Passed(L/719) MID Span 1 under Snow Roof loading Total Defl.(in) 0.443 0.758 Passed(L'410) MID Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: U360,TI-1/240). -Bracing(Lu):Ali compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with.Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A Haig 62 Route 6A, a; Orleans, MA 02653 508.255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam^'are trademarks of Trus Joist MicrollarnS is a registered trademark of Trus Joist. NATJB FILES1001oCoyne\2nd Fir Beam#8 AR A.bm Front Door Header TJ-Beamm ,5.45 Serial Number.7000001wo 2 PCs of 1.5" x 7.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR#2 BEAMUSA 1111 2/22l2001 8:22:37 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n. .n Product Diagram is Conceptual LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width:T 5" Loads(psf):40 Live at,100%duration, 12 Dead,0 Partition SUPPORTS: . INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" . Left Face 1038/327/1365 Blocking 2 2x4 Plate 3.50" 3.5" Right Face 1038/327/1365 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1300 1016 1015 Passed(100%) Lt end Span 1 under Floor loading Moment(ft-lb) 2167 2167 2300 Passed(94%) MID Span 1 under Floor loading Live Defl.(in) 0.099 0.167 Passed(U809) MID Span 1 under Floor loading Total Defl.(in) 0.130 0.333 Passed(U615) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U480,TL L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code BOCA analyzing the solid sawn lumber material listed above.- PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence 0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. .TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist N:%TJB FILES=10CoyneTront Door Header.bm . Front Door Header Beam TJ-Beam^' v5.45 Senal Number 7MM1820 2 PCs of 1.5".X 11.25"'1AE SOLID SAWN SPRUCE-PINE-FIR#2 BEAMUSA 1111 Z=001 8:31:13 AM Pape 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 n: .n All dimensions are horizontal Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width:5'6" Loads(psf):25 Live at 115%duration,-15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Un form(plf) Snow(1.15) 0 100 0 to 8' Adds to Uniform(psf) Floor(1.00) 30 15 0 to 8' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 1210/1087/2297 Blocking 2 2x4 Plate 3.50" 3.5" Right Face 1210/1087/2297 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2202 1591 1811 Passed(88%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 4220 4220 5306 Passed(80%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.047 0.256 Passed(U999+) MID Span 1 under Snow Roof loading , Total Defl.(in) 0.090 0.383 Passed(U999+) MID Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence 0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. N:1TJB FILES10010CoynelFront Door Header Beam.bm Attic Beam#1 TJ-Beam*" v5.45 Serial Numbec 7MM1820 2 PCs of 1.75" x 11.25" 1.8E.Microflam® LVL BEAMUSA 1111 2/192001 11:15:27 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR.THE APPLICATION AND LOADSLISTED Member Slope:0 Roof Slope:0 Overall Dimension 1T 6 :n 1. 16'6" All dimensions are horizontal: Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: 1' Loads(psf):25 Live at 115%duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 1430 825 9' Adds to Tapered(plf) Floor(1.00) 0 to 0 0 to 100 0 to 9'6" Adds to Tapered(plf) Floor(1.00) 0 to 0 100 to 0 9'6"to 1T v, Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs:) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 973/1121 /2094 Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 3.5" Right Face 895/1032/1927 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2024 . 1942 8603 Passed(23%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 12939 12939 18558 Passed(70%) MID Span 1 under Snow Roof ALTERNATE span loading Live Defl.(in) 0.358 0.537 Passed(U539) MID Span 1 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.731 0.805 Passed(U264) MID Span 1 under Snow Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL: U360,TL L/240).Additional checks follow. -Left overhang(LL:02%TL:0.2")., -Bracing(Lu):All compression edges(top and bottom)must Ibe braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Jo e SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is atrademark of Trus Joist. Microllam®is a registered trademark of True Joist. N:1TJB FILES10010Coyne%ttic Beam#1.bm Attic Beam.#2 ��� TJ-Beam'" v5.45 Se"Numbec7000001820 2 PCs of 1.75" X 14" 1.8E Microliam® LVL BEAMUSA 1111 2/19/2001 11:22:13 AM Pape 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:,0,Roof Slope:0 Overall Dimenslon=1T e" r 1 .n All dimensions are horizontal. Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: V Loads(psf):25 Live at 115%.duration, 15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(ibs.) Snow(1.15) 3114 1867 9' Adds to Tapered(plf) Floor(1.00) 0 to 0 0 to 60 0 to 6' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 1845 1 1381 /3226 Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 3.5" Right Face 1707 1 1165/2873 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3153 3051 10706 Passed(28%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 22005 22005 27897 Passed(79%) MID Span 1 under Snow Roof ALTERNATE span loading Live Defl.(in) 0.385 0.537 Passed(U502) MID Span 1 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.640 0.805 Passed(U302) MID Span 1 under Snow Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240).Additional checks follow. -Left overhang(LL:0.2",TL:0.2"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T..rus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam^'is a trademark of Trus JoisL MicrollarrD is a registered trademark of Trus Joist NATJB FILESt0010CoyneWttic Beam 112.bm Attic Beam#3 TJ-Beam^' v5.45 Serial Number:7MM1820 3 PCs of 1.75 X 11.25 1.8E Microllam&LVL BEAMUSA 1111 2=001 9:53:13 AM' Pape 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 n. :n 16' All dimensions are horizontal Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width: V Loads(psf):25 Live at 115%duration, 15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 600 360 3' Adds to Poinglbs.) Snow(1.15) 2393 1438 9'6- Adds to Uniform(plf) Snow(1.15) 0 100 0 to 3' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.501, 5.5" Left Face 1677/1416/3092 Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 3.5" Right Face 1716/1183/2900 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3040 2874 12905 Passed(22%) Lt end Span 1 under Snow Roof loading Moment(ft4b) 17175 17175 27837 Passed(62%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.358 0.517 Passed(U520) MID Span 1 under Snow Roof loading Total Defl.(in) 0.601 0.775 Passed(U309) MID Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: U360,TL11240). -Bracing(Lu):Ali compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The.analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with ypur supplier or Trus Joist technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S'/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. Microllam®is a Y registered trademark of Trus Joist. NATJB FILES%0010CoyneWtGc FramingWttic Beam p3.bm Attic Beam#4 TJ-Bwmy" v5.45 Serial N ber.70WW1820 2 PCs of 1.75" X 11.25" 1.8E MlCrollam(g) LVL BEAMUSA 1111 2/20/2001 8:28:29 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n .n 6' Product Dlagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:2'8" Loads(psf):40 Live at 100%duration, 12 Dead,,0 Partition,and: TYPE . CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow(1.15) 600 360 6'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Beam 5.50" 4.25" Left Face 1233/569/1802 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.59' 2.25" Right Face 1073/477/1550 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1752 1594 8603 Passed(19%) Lt end Span 1 under Snow Roof loading Moment(ft4b) 7751 7751 18558 Passed(42%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.301 0.517 Passed(U618) MID Span 1 under Snow Roof loading _ Total Defl.(in) 0.443 0.775 Passed(U420) MID Span 1 under Snow Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. _ -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by True Joist,A Weyerhaeuser Business. TJ-Prol"and TJ-Beam"'are trademarks of True Joist Microllam®is a registered trademark of Trus Joist N:%TJB FILESt0010Coyne%tic Beam AWbm Attic Beam#5 TJ-Beam^' v5.4s Serial °Number.70 182o 2 PCs of 1.75" x 11.25":1.8E Mlcrollam( LVL` BEAMUSA 1111 2/202001 8:34:29 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n. .n 13' Product Diagram is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1,. Loads(psf):40 Live at 100%duration, 12 Dead,-0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1233 569 4' Adds to Point(lbs.) Floor(1.00) 1233 569 9' Adds to SUPPORTS:, INPUT BEARING REACTIONS(lbs.) , WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 1493/718/2211 Detail A3 1.25"LSL Rim 2 2x6 Stud Wall "'S.50" 4.25" Right Face 1493/718/2211 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S!BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2190 2123 7481 Passed(28%) Lt.end Span 1 under Floor loading Moment(ft-lb) 7803 7803 16137 Passed(48%) MID Span 1 under Floor loading _ Live Defl.(in) 0.220 0.411 Passed(U672) MID Span 1 under Floor loading Total Defl.(in) 0.325 0.617 Passed(U455) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! ,The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright O 2000 by True Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-Beam"'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist NATJB FILES10010CoynelAttic Beam#5.bm Attic Beam#6 AWjelanea.'s TJ-Beam"' v5.45 Serial Number:7000001820 E of I "" �0�Build Code:0°' 9"4:45AM Pape 3 PCs of 1.75" x 14" 1.8E Microllam® LVL 1 or THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION.AND LOADS LISTED n: n2 19'6" LOADS: Product Diagram Is ConceptuaL Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD . LOCATION APPLICATION COMMENT - Point(lbs.) Floor(1.00), 1493 718 2'9" Adds to Point(Ibs.) Floor(1.00) 600 360 5'6" Adds to Uniform(plf) Floor(1.00) 0 100 0 to 5161, Adds to Point(Ibs.) Roof(1.25) 3622 2168 12'6" Adds to Point(lbs.) Roof(1.25) 150 250 5'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 3518/2630/6148 Detail A3 1.25"LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 3127/2046/5173 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) C090 5868 17456 Passed(34%) Lt end Span 1 under Roof loading Moment(ft-lb) 32720 32720 45484 Passed(72%) MID Span 1 under Roof loading Live Defl.(in) 0.565 0.628 Passed(U400) MID Span 1 under Roof loading Total Defl.(in) 0.944 0.942 Passed(L/239) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TI-11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 ..bight m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro`and TJ-Beam"'are trademarks of Trus Joist Microllam(M is a registered trademark of Trus Joist NATJB FILESM0CoynelAttic Beam 96.bm � a * Attic Beam#7 TJ-Beam*" v5.4l5Serial Number.7000001820 BEAMLISA 1111 2R0n001 9:17:17AM 3 PCs of 1.75" x 11.25" 1.8E Microllam® LVL Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n, .n 19'6" Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: V Loads(psf):40 Live at 100%duration, 12 Dead,'0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Roof(1.25) 1894 1111 12'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 1060/669%1730 Detail A3 1.25"LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 1614/994/2607 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAX. IUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2585 2512 14027 Passed(18%) Rt end Span 1 under Roof loading Moment(ft-lb) 15712 15712 30257 Passed(52%) MID Span 1 under Roof loading Live Defl.(in) 0.481 0.628 Passed(U470) MID Span 1 under Roof loading Total Defl.(in) 0.776 0.942 Passed(U291) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-00 10.00 Architectural Design Incorporated Peter A.Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam^'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. N:1TJB FILES\0010CoyneWttic Beam#7.bm � a Attic Beam#8 TJ43eam"' v5.45 Serial Number.7000001820 BEAMUSA 1111 2n=001 ;023:03AM 2 PCs of 1.75" X 16" 1.8E MICr011am® LVL Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR.EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n. :n 15' Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 1716 1184 11' Adds to Uniform(plf) Snow(1.15) 225 135 0 to 15' Adds to Uniform(p!f) Snow(1.15) 180 108 0 to 15' Adds to Uniform(plf) Floor(1.00) 270 135 0 to 15' Adds to SUPPORTS: }' ` INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 6.148" Left Face 5801 /3344/9145 Detail A3 1.25"LSL Rim 2 2x6 Stud Wall 5.50" 7.1" Right Face 6640/3922/10562 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 10188 8554 12236 Passed(70%) Rt end Span 1 under Snow Roof loading Moment(ft-lb) 34336 34336 35781 Passed(96%) MID Span 1 under Snow Roof loading Live Deft.(in) 0.425 0.478 Passed(U405) MID Span 1 under Snow Roof loading Total Defl.(in) 0.674 0.717 Passed(L/255) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U360,TL I-1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The..analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist Micxollam®is a registered tra"of True Joist N:%TJB FILES10010CoyneWttic Beam#8.bm 1 Attic Beam#9 TJ-Beam"' Y5.45 serial Number 7MM1820 2 PCs of 1.75 x 11.25 1.8E Mlcrollam® LVL BEAMUSA 1111 2/202001 9:53:52 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n: :n O 10'6w Product Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: V Loads(psf):40 Live at.100%duration, 12 Dead;0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 338 202 0 to 10'6" Adds to Uniform(plf) Floor(1.00) 270 202 0 to 10'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 3.794" Left Face 3402/2241 /5643 Detail A3 1.25"LSL Rim 2 2x4 Stud Wall 3.50" ' 3.794" Right Face 3402/2241 /5643 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb)- 5464 4322 8603 Passed(50%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 13888 13888 18558 Passed(75%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.236 0.339 Passed(U518) MID Span 1 under Snow Roof loading Total Defl.(in) 0.391 0.508 Passed(U312). MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U360,TL11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. _ -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-BeamT'A are trademarks of Trus Joist MicrollarrWD is a registered trademark of True Joist NATJB FILES10010Coyne\Attic Beam#9.bm Attic Beam#10 Ti-Beam* Y5.45 Serial Number.70MM1820 2 PCs Of 1.75" X 11.25" 1.8E MICr'ollamilD LVL BEAMUSA 1111 2/202001 9:37:06 AM Pape 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n, .n 10, - Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):40 Live at 100%duration, 12 Dead,�0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Un form(plf) Snow(1.15) 338 202 0 to 10' Adds to Uniform(plf) Floor(1.00) 270 202 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 3.613" Left Face 3240/2134/5374 Detail A3 1.25"LSL Rim 2 2x4 Stud Wall 3.50" 3.613" Right Face 3240/2134/5374 Detail A3 1.25"LSL Rim -See Trus Joisa-S'PECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5195 4053 8603 Passed(47%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 12555 12555 18558 Passed(68%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.195 0.322 Passed(U595) MID Span 1 under Snow Roof loading Total Defl.(in) 0.324 0.483 Passed(U359) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and . positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - -Not all products are readily available. Check with our supplier or Trus Joist technical representative for product availabil' . P N Y PP P P 4Y -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-00 10.00 Architectural Design Incorporated Peter A.Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of True Joist Microllam®is a registered trademark of Trus Joist N:1TJB FILES10010CoyneWttic Beam 810.bm Attic Beam#11 TJ-8eamm v5.45,Serial N umber 700=1820 2 PCs of. 1.75" x 14" 1.8E MiCr011am® LVL BEAMUSA 1111 =M001 10:00:04 AM Pape 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n: .n 14' LOADS: Product Diagram Is Conceptual . Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:6' Loads(psf):40 Live:at.100%duration, 12 Dead;0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Snow(1.15) 25 15 0 to 14' Adds to Uniform(psf) Floor(1.00) 20 15 0 to 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 3570/1859/5429 Detail A3 1.25"LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 3570/1859/5429 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS:. MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5170 4168 10706 Passed(39%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 17234 17234 27897 Passed(62%) MID Span 1 under Snow Roof loading _ Live Defl.(in) 0.281 0.444 Passed(U568) MID Span 1 under Snow Roof loading Total Defl.(in) 0.428 0.667 Passed(U374) MID Span 1 under Snow Roof loading Deflection Criteria:STANDARD(LL: U360,TL L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! .The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A.Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright O 2000 by True Joist,A Weyefhaeuser Business. TJ-Pro^'and TJ-Beam"'are trademarks or Trus Joist Microllam®is a registered trademark of Trus Joist N:UJB FILES10010CoyneWttic Beam 411.bm Attic Joist Over Bedroom#4 TJ-Beam^' v5.45 Serial Numbec7MM1820 1.5" x 11.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR#Z 16.0" o/c BEAMUSA 1111 2202001 10:07:41 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1� n. ,n V e 13' Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40.Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 193 115 11' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 3671118/485 Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 519/205/724 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 698 627 906 Passed(69%) Rt end Span 1 under Snow Roof loading Moment(ft-lb) 1598 1431 2653 Passed(54%) MID Span 1 under Floor loading Live Defl.(in) 0.135 0.310 Passed(U999+) MID Span 1 under Snow Roof loading -Allowable moment was increased for repetitive member usage. -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):AD compression edges(top and bottom)must be braced at 7'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans,MA 02653 508 255-0606 508 255-0607 Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of True Joist NATJB FILES10010CoyneWttic Joist Over Br.bm t ` � a Bedroom#3 Window Header U.S.— ,5.45 Senal Number 70000018m 2 PCs of.1.75 X 9.25" 1.8E MICt'0111ml LVL BEAMUSA 1111 2/20/2001 10:36:15 AM - Pepe 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 n: .n (7, 1 All dimensions are horizontal Product Diagram Is Conceptual LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width:9'6" Loads(psf):25 Live at 115%duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Floor(1.00) 35 5 0 to 9' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50 5.5" Left Face 2565189513460 Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 2565/895/3460 Detail R1 SB Shear Blocking See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3204 2515 7074 Passed(36%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 6675 6675 12884 Passed(52%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.168 0.278 Passed(U593) MID Span 1 under Snow Roof loading Total Defl.(in) 0.227 0.417 Passed(U440) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U360,TL L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been . reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ43eam^'is a trademark of Trus Joist: Microllan*is a registered trademark of Trus Joist. N:1TJB FILES10010CoyneU RM Window Header.bm ��a Bedroom#2 Window Header TJ-Beamm v5.45 s umber.7==la2o 2 PCs of 1.5" X 9.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR#2 BEAMUSA 1111 2/2=001 10:36:39 AM Pape 1 of/ Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 n. .n All dimensions are horizontal. Product Diagram Is Conceptual LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width:9'6" Loads(psf):25 Live a 115%duration, 15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Floor(1.00) 30 10 0 to 6' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 1568/729/2297 Blocking 2 2x4 Plate 3.50" 3.5" Right Face 1568/729/2297 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2169 1483 1489 Passed(100%) Lt end Span 1 under Snow Roof loading Moment(ft4b) 3073 3073 3944 Passed(78%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.044 0.189 Passed(U999+) MID Span 1 under Snow Roof loading Total Defl.(in) 0.064 0.283 Passed(U999+) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL:U360,TI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The allowable shear stress(Fv)has not been increased due to the.potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist The.specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam^'is a trademark of Trus Joist NATJB FILES10010CoyneSR02 Window Header.bm Master Bedroom Window Header ex,wa � TJ-Beam"' v5.45 Serial Number.70=1t120 2 PCs of 1.5." x 9.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR#2 BEAMUSA 1111 220/2001 10:45:54 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 . 1 n: ,n All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: V Loads(psf):25 Live at 115%duration, 15 Dead;and: TYPE - CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Snow(1.15) 900 540 4'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 569/368/937 Blocking 2 2x4 Plate 3.50" 3.5" Right Face 569/368/937 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 929 888 1489 Passed(60%) Rt end Span 1 under Snow Roof loading Moment(ft-lb) 3779 3779 3944 Passed(96%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.104 0.306 Passed(U999+) MID Span 1 under Snow Roof loading Total Defl.(in) 0.170 0.458 Passed(U646) MID Span 1 under Snow Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:L/240). -Bracing(Lu):AU compression edges(top and bottom)must be braced at 4'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Thus Joist Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Dasign methodology was used for Code BOCA analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by True Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. NATJB FILES\0010Coyne%MBR Window Header.bm b"• Main Ridge Beam TJ-Beam"' v5.45 Serial Number.70=i820 1.75" x 11.25" 1.8E MiCr011am® LVL BEAMUSA 1111 2/19/2001 10:37:11 AM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 Overall Dimension 490 1 2 3 4 5 13 17 11• -:1' All dimensions are horizontal Ptoduct Diagram Is Conceptual LOADS: Analysis for Beam Member Supporting SNOW Application. Tributary Load Width:6' Loads(psf):25 Live at 115%duration, 15 Dead,'and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Snow(1.15) 112.5 67.5 0 to 16, Adds to Uniform(ptf) Snow(1.15) 60 35 27'6"to 49' Adds to Uniform(pd) Snov41.15) 112 68 37'to 49' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 1427/819/2245 Detail R1 SB Shear Blocking 2 Column 5.50" 5.5" Centered 3175/1897/5072 Detail R7 3 Column 5.50" 5.5" Centered 2335/1330/3665 Detail R7 4 Column 5.50" 5.5" Centered 3622/2168/5790 Detail R7 5 2x6 Stud Wall 5.50" 5.5" Right Face 1894/1111 /3005 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3365 2758 4302 Passed(64%) Lt end Span 4 under Snow Roof ADJACENT span loading Moment(ft-lb) 6324 6324 9279 Passed(68%) Rt end Span 3 under Snow Roof ADJACENT span loading Live Defl.(in) 0.185 0.359 Passed(U698) MID Span 4 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.275 0.539 Passed(U469) MID Span 4 under Snow Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL: U360,TL:U240).Additional checks follow. -Left overhang(LL:0.2",TL:0.2");Right overhang(LL: 0.2",TL:0.2"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include alternate and adjacent member skip loading. _ PROJECT INFORMATION OPERATOR INFORMATION:. Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Vveyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. MicrollarrO is a registered trademark of Trus Joist. N:%TJB FILES10010Coyne\Main Ridge Beam.bm Main Ridge.Beam TJ-Beam'" Y5.45 Senal Number 70=1820 1.75" X 11.25" 1.8E Microllam® LVL BEAMUSA 1111 2/19/2001 10:37:11 AM _Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products arc r3adily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. rf i; PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A.Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. Microllam@ is a registered trademark of Trus Joist. NATJB FILESM10Coyne\Main Ridge Beam.bm r Master Bedroom Valley TJ-Beam- v5.45 serif N„ml4 7==1820 1.75" x.9.25" 1.8E MlCrollam® LVL 12.0" O/C BEAMUSA' 1111 2/19/2001 9:a9:45 AM Pepe 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 Overall Dimension=13, All dimensions are horizontal. Product Diagram Is Conceptual LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf):25 Live at 115%duration, 15 Dead,and:. TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Snow(1.15) 0 to 125 0 to 75 0 to 6'6" Adds to Tapered(plf) Snow(1.15) 125 to 0 75 to 0 6'6"to 13' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIbfH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 5.5" Left Face 678/407/1084 Detail R1 SB Shear Blocking 2 Beam 3.50" 3.5" Right Face 465/276/740 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 919 795 3537 Passed(22%) Lt end Span 1 under Snow Roof loading Moment(ft-lb) 2468 2468 6700 Passed(37%) MID Span 1 under Snow Roof ALTERNATE span loading Live Defl.(in) 0.158 0.352 Passed(U800) MID Span 1 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.252 0.528 Passed(U504) MID Span 1 under Snow Roof ALTERNATE span loading -Allowable moment was increased for repetitive member usage. Deflection Criteria:STANDARD(LL: U360,TL L/240).Additional checks follow. -Left overhang(LL:02',TL:2L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES:..,: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: Coyne Residence-0010.00 Architectural Design Incorporated Peter A. Haig 62 Route 6A, Orleans, MA 02653 508 255-0606 508 255-0607 Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. Microllam®is a registered trade'jZ;k of Trus Joist. NATJB FILES100t0CoynelMaster Bedroom Valley.bm CARRY OAMPROOFING OVER TOP OF ROOTING DRAINAG , rIBELOW I SEE'DWG WAA,L NO7E5 DRAIN. FRAMELINE NISHED FLOOR FILTER I , O FABRIC 4•CONC. SLAB AIN LEVEL t I— p 4• DRAINPIPE. L IL'-5' I f �flIl llil°dtT PERF DOWN. .�I=IIII- a2•-r DRAIN TO - - - GRAVELINAGE UUIE ' _± ; j TIC"- DRYWELL(WHERE FDN. 11=IIII`^' I , I II es DRAIN) , IIII- UNDER SLAB I Y-II I/2' 1.2'4 yr Nr-4 IA'' c•-t• a-0• 1 T-01 iL/wLYll � .I III DRAINAGE SYSTE T.QF. f� flJll`U1-y 41� u =IIII --'- - �-�'"-'---- eL W'-W . ... ... 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L EL.rZ I I L K.15._4• IIII-IIII-IIII-IIII-IIII—II -IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII- 2X3 BLOCKING ';{_ CONTINUOUS —IIII=IIII=IIII=IIII—IIII IIII=IIII=1T=11 I1=IIII=IIII=IIII=IIII=IIII PRECAST CONCRETE STONE VENEER i I L L i 1 I 1 L I L L . - I/2'X 12' b I t , , I O , 1 , I I _ I ANCHOR BOLTS u....c.,...u..a. raon�c w,�a uu ow cw.wco .w.ry i__I_� ___ a.__._____H-__- , I I �''0• I I I r.unaerx.ner w u i�cownwo. L I = I • L I I I 1...��- i 10 IP,a- 3 I Ia•-a+ .a 1 •..a/r 1 e• I TYPICAL FOUNDATION DRAIN SILL DETAIL AT RAIN TABLE --\-- I '-- `- I ' j I I I L �� I 1 / L ^u I , I I I 4O I I I 7_0. I SCALE 1-I/2'-Y-O' I BCAL[1-1/2'-r-O' ! -_I-J 1 I,---`-- - - 'TYVEK"HOUSEWRAP I i ' ! I i I SPACE i I 3 1/2' CONC.FILLED STL. COL. NOT TO EXCEED 10 KIPS LOADING > 1/2'CDX PLYWOOD r�c, t/OR e' IN HEIGHT.MAX.SPACING I I i CRAWL SPACE SLAB I , i EL.D'- I I I 14I(`-'r—'r--1,JII T'-O"O.C. 2XG 114,O.C. I, I /, I I 4'THICK CONCRETE SLAB IL 4'CONCRETE SLAB 1• I , , I , V 1.4/1.4 WW.F.OVER 6 MIL 1 , 1 , 1 1 R-1-1 HIGH PERF. 1 1 i-_ __I VAPDR BARRIER'ON 95b § 3 G MIL. POLY VAPOR BARRIER FIBERGLASS INSUL I: - _I- -____-___ _- _-- L COMPACTED STR CORAL , I i L 1 i A.c 4 ---J - -- ---t FILL IN C MAX.LI�TS ! L 7, LLL--JJJ CONCRETE FOOTING G MIL.POLY VAPOR BARRIER FINISHED FLOOR I I 1 L I h 3'-O"x3'-O'xl'-O' BASE PLATE PATCH SLAB I/2•G.W.B. MAIN LEVEL L I 3'-0'X 3'-0'X r.0' AS REQUIRED '` �� 1P 3/4' TIG PLYWD. SUBFLOOR CONCRETE FOOTI G L I I I ^ TE GLUE IL NAIL TO JOISTS �� 31/T DIA.UMNWIA�EST n �� ` FILLED COLUMN W6 STEEL - BASE AND BEARING WD SHINGLE SIDING L �` PLATES, TJ RIM JOIST OR DBL. PERIMETER a-- -- -'-- -- - ! 'r 1 - '--_ - - 2x4 P T.SILL X S _3 0 FS REBARS!CONr BOTH WAYS(TYPICAL) III—IIII=III l 11=1114 L---r 1 _ a•-.1/2• 6'-l• I i BASEMENT/ T.O.___-W_.. STORAGE III III I I III "�^' L I EL.15'-1" v ] T O.F. I j i i c[A 1.1 11 I - ♦ FiIF)1 _ li o i EL B'-B' ' L DEL.T-0•I r r IF _ _ _ SILL SEALER n F I I I/2'DIAM.15'GALV.ANCHOR LL B I T.O.W. i BASEMENT SLAB L 1 , I r Fig_e257 III -IIII--I N =IIII=IIII-IIII=LI.I,I.I-IIII-IIII-III I- 1{ II-III BOLT-4'-0*O.C. I EL B 4 I �-T THICK CONCRE,rE SUB W/ , F,l -E 1 I L • �wtwra -III-IIII II-IIII-IIII-IIII-IIIr=I iI-IIII=IIII=IIII=iII IIII= a 5 REBARS I CXV.14/1.4 W.W.F,,OVER c 14L 1 `� CONTINUOUS ! VAPOR BARRIER 11 95b --- III—IIII—II fill=flii=iil-_—_—_—_ III—IiI I r-. I Qq , IIII-IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII= I ILL I SLOPE. S'OUT FOR _ _ - _ _ I -_____-_-_ -_ 1 __FILL IN L'MAX.LIIfiTSR-J' __ 1— -y-I� _ I I _____ - FI - 8' III—IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII—IIII=III �-I III IIII— ((a-- __ -- -. _ -�_ _ -;-_ _ -_ it Iill-1 -,- V _ __ I _l ; I —5 _ ' _ T DAMPROOFING _- t— _ I ' , 1 -7 RTI- COLUMN FOOTING DETTIL TYPICAL SILL DETAIL TYPCAL CONCRETE r➢e-molt., , 1 1 mr� } SONOTUBE PIER I O acALE -In•.r-o• O scAlr 7". SPACE SPACE �E.12'-0' x'-1 1/aL 61-2 1/4' ! T (Ly T.O.F.P-a' - i L T.O.F. i TYPICAL LL NOTESEL. SEE DWG. A.WAT T.O.Y. FRAMELINE a i I I i EL,IT-O' IEL.t5, (`7/d LMAIIN FLOOR i ELEL.D'-2' I d'POUEDCO BASEMALUM.CAP y1LA 1 ENTRANCE FLASHING IB RGLASSMETAL FRAMING HANGER.GALV. I N I r-T I/4• ,n-Tv4• 9-9 1/2 * 1 X 4 TIG DECKING r-i 1/2• b._t. L._t. I r_o. 1 r_o•1 P /� s-SLOPE ! 2e-o• i _ ' 2x10 TOP T.O.W. I� �EL.IS'_3• '1.1 EL. 15'-1' 0 II I 11 a 5 REBARS P.I.L 001000 JOIS2xiTS AT P.T. jl. CONTINUOUS OIS -.:I, � Yc44: A.9 NOTED 16'O.C. ----.L 1/2• X 12- FOUNDATION/BASEMENT PLAN Dn PAR/KS I` 1 ANCHOR BOLTS P' SCALE:1/4•-1'-0' 5/8' BOLTS DIA EXPANSION J BOLTS AND SLEEVES S/ 9/ M �✓ TWOCED ROWS STAGGERED ODECK DETAIL AT HOUSE `�G.o r0 `�'���T'Z< < �S T q� 0 A 6 C D E F G A O C D E F G ' I aa•-a• i ar-r i � i Y-E Vr r-4 yr' Kr-4 1/2- ' r-o• i rC -4 Va'1 : P-a' ' r-d r-0• ' wa In. r s•-0 yr 'r-o' I t vr' ' ._-_. rr a Vr 'a yr u•-a vT ' ' yr �llJll_NYll6llllLal.' yr c-a yr ' a'-I Irr , 1 � I �.'. r_. ' r r r-d r- v e:R•ol.e. I I ___ I T ._1 O 3- u w�.e-.Ir•no�..• I ' w n >r2,� � I k 1 Y1 . ' I ` -• ----- --�I--- � --LIVING RO, OMM.CLOSET r yr .... _ In• CARPET -- ---- — 3 Vr -- ---- -------- ATTIC I 4 r b; EDROOD E� CLG_ I tl i I CARPEL I I lLOP! I 1 -IL�� _.___..I ]E I� , Lj LR MASTER BEDROOM I - ' ' _I L �AeIrrETAEneET O w w. CARPET ' I 3NELVEEMOVE n INEN LINEN irl I A / _____,_____-;C I rl I I 1 IO. Y � II it r __ ______________�SITTING � I T _f ____._ _r A °9_ AREA ns 1 BREcA KFAT ST Vi I r4 A 3c IIq rj. Q I h Ir-11 CARPET A'T E D O ]3 I I �..�J"y..+t�\ ' R ,•'• , Y t/Li LJ_t_J_ ¢¢`` I Y S "E o"r mC"TA R AP4eE,o Tv E I OKA RPEE I EI - AT --APIS1<NLER DACEB-G WTT ENTRY - - -- --"/! — ` -- 3 - - -- --- '! -- LOFT AREA -o• 3 yr s yr WOODRAILING LIVING AREA CARPET -------- -N-' OF7 - , . 1- I ' ] _ ± '• - �f3 Nye I • I P. ' STAIR EI LIP STAIRCARIKi rl r A k I IMtl ] .'..._l'-1-U 3 1/Y k r i n -I 3 V2-1 T l IA I . l3 qR A it BEDROOM � Z nr- :�L O'-- -- --- -------- §h i/]• r r b aLr - -- ---o-- ------- -- ---- -� --- ------ — Di W. a--,.D LIN. ls.ZVE3 --- ------ .........._. Q(a-- -b — ------------- F R••kl R ' O ' NLL I I ATTIC I � a i I � L. A+3Rnk•Y erP�-.•Ir rmo ^ I i O I�It1 i U STORAGE h I '�'DIWING ROOM ' �_l_J r_t• I• � �' i ^ 7E1N� I I i I 1 ` I � - , i - BEDROOM E2 I I j O , ■� •� oRm k h� • C=J I i• � • CARPET FJJ i I 7a ' f-a• I h, I � I N + III' fl', 4•-d fl'-O•Y-d I ' , .. ____'IiIII I •PT' ;'o —.-------—---—__y_______ -____-________- L A'NC—RETAINING LLJ . ! C-a Vr 3'1 Va• -O• 1 RA-T 11 R.—Aa DOME T- ; LAD I 'C-r I,I i 1/2• 4-1 I/r r-I vT GRADE 10-1ivr yr, tlP P!J'rCii 1—i • ` 1 J711},:II"JJ•• I` LLLFFFvvv���---LLL C-T VY NY-L r-O L 7 i {•-1 Va• +— _ a'-c e•-L• r-d 'r-C 1 S T J' I 1 ' LlS—.1 ]r-d DeV-. Wrrh R]Otl�. r-j-L OOIO W Dceie. AS ROTIn SECOND FLOOR PLAN FIRST FLOOR PLAN D•..n Pulnls SCALE:V4' I'-O' SCALE;V4'•I'-O' ® �OU 0 Q Q Q Q Q Qw � I I fr-r i � � � I i i fr_r• f ; i r-1 yr r-4 yr 10-+v2•F f— t L � O T? r-1 yr i r•�yr 1 a vo� { c._t. ! Design _o. T r_nT j I I 1 I u 1 1 i 1 i I � i 1 I aa..m.WwyeNwl4 omen 1 I ' eae TEe aeon I ' ' FU INm_(= I ' ' ILI'_�I nTCH1in I fOd 1� ,I ' ,I__ r - ---____-___- I I MCH n PITCH I tl PITCH I n y I1 Fd 1, I j I ' I 'L________y_______-__ y__________ PROVIDE KE AND RV.T[R 1 �— I I L___n_____�________.I 10 I I II I 1 L`__n_____'_______- 11 1 0 1 Hl0"'O M^NE O ' I 1 • PROTECTION MIN.H'AT PROVID ICE AND WATER f ALL RAKES AND MM,ft• SSHHERD N HH.E AT ALL EAVES.TYP. I PROTEOION PoN.ID'I I D I COVERAGE EACH 410E ALL VA44EY4.TTP. C I I I I I I , ��'•�I'' I I I I I I I 1 1 i b I 11 ! /'� 0 I I I I 1 I 1 O-- -----------------�---- - T L — ----- -- -- '---------------- T i.♦ ; PITCH e:n PITCH I:n �♦ I I I UI ' V I 1 1 V U� 1 \♦ I .� tl I 1; 1 tt � I I d ;1 I ♦♦ I ♦♦ ' I VENT " I I I I l i I I �r-\\- I _________ 11 II 'I • ___�_________ �_____ II 1 I I ' �♦�♦ II I; I w� a� J! ; i.er'';'•`�.�� ACCESS 'I I1 I �1 I I /L I ; i CRICKET ;; i \\ I COPPER < _ FLASHING ' I 1 •O A.G 4 i 1__ ___. ____ _ `�'' S Z 1 1 I 1 I 1I 1, ; 7. A.L CAP I I I I II 1 1 I � 4�N'___.___.___ I �` \ , 1`-f /\```-Olt P T E s I I / 1 1 1 1 I ; r i / ' �1 1 I I OpSERVATION 11 1 1 1 1 1 ; \ P i i t ]Y `♦i / 01 r¢,,P I tlECHANICAL I O O I a i \ fit•wipe EOUPNENI ♦ , d� II w K / CR49 1 II I ♦\ " I a - --- --------—------- '-- -- --- --- k 1 -- - --- ---- -- - -- sQ - - - --- --------1— -- - ---- -- -------- -s -� J kGy 1' I j ``' I� 1ETFl1 I I y I LtCCESS I FURNITURE pooR ,i 5 ORAGEI I r 111TI4 11 ; ;I 11 ; PITCH f n , W I A.G I PITCH f:a , I I I , i II I 1 a-- ----- ------- ,- ---- - - --- - _ _ �1--I --- --- a- -- ----------------- - _-- -- - 1--- �1 -- - ---------- -- -- o -- , _Z�____ 7i ___ -_:T--- 1 I _ I �—�__Tj- - I____T_.__—__ 1 _ aV bbn j ii 11 I I I ; i ii I 'I I I I __ =r________ !__ JI II ___I_____I I I JI ; -ram------ - ----- i- ��--�-----'I _------- �----� ij -- -----" ' �I______� ] PITCH 1:tl I I MCH 1:tl I _ ] I I PITCH N:n I 11 I PITCH 1:1 I 1 I 11 I II I 1 I ; 11 Ir I I I I I 1 L-------I. I �r------F------------• 1 L-------I. ;-------------- PITCH Itl �! ' IIMCH 1-tl' 4 H I PITCH/:tlPITCH 1: I 1 ______—_____________y____._____ _ __________ x , s U 1 L--- t•-1 yr ___� a s } t L L r o IIL x-o• c-T In• ID-L• i t'-t• r-O' r-O. C�9 � i Je•-o' i % I I zr-o• � O 0 0 b � O O db D.+. N.me R,zoal P-I t 0010.00 - ROOF PLAN THIRD FLOOR PLAND.— /o SCALE:1/4'•I'-O' SCALE:1/4'•1-O' ® L O mot'/ q� [=7 - .raw....... '`r".-� �;"u�a. .��I�i. _ �\� lni�c• ;��� . - o �"is/'' 'ram' 1111111 loll WINE.n o s1 onn ■. 0� �■slovilriii.■•�.a T .-_ ,•���,�k _ . 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SUB.FLOOR— e[Io.ut.eA w3 7 x v AT r oc EL.31'-A' OMeA W..ec OleA'i al U41EADFR we SO9 230-01M m 1 yIC r x ---- IWy{ IT.fFKFR3 Y'LVL 91L �` CK 90ARD]DVEt 13/r X LAX SOe f6e-Oea.- ROOM(ATDq,ls XR IRWID190TTOM ` u a-r0 Wra-.nYl•co,r g BEDROOM Dy BAT( D] I LD al 1 Nr z 3 yr L MA08t LOFT tt AT T�9 T BEDROOM 13 r i v eD DEAD AA SECOND FLOOR 7 e °f7 wOeiATiuL3 ' STOR. V SECOND FLOOR FLOOR_ wA 4 SUB.FLOOR �. 2XV 7 z 0 AT Y'O.C. 7 EL 2L'-2' 4 A.E a,13/r%Y• n 1 3//•x 15)1 3/r x 4 IV W'DIN UI lxe MADER LVL M MOLD E Vr LVL ILIILI T LVL MMH BOTTOM`143 MAMO IRMRD I Ve LLv MAO" \ r KITCHEN/ q[ i DINING ROOM O o DINING ROOM LAUNORT/ dC. x MUDROOM o i m s-A�euAr I--_-- _ ii SUB FLOOR 7 3 T i 'M FIRST FLOOR FIRST FLOOR �l wr A. .FLOOR (///•1, 7%p AT Y•O.G E� L ¢'S'__-- 7X ID AT N'o.c - •_ �I aE 3/r l s 3 yr Ln 7 yr LVL ;I w PCR1aP1 co Al STEd CRAWL SLAB _ � CRARL SLAB COL UNFINISHED EL.❑'-O' 1 BASEMENT UNFINISHED 1 BASEMENT Ll p _ BASEMENT SLAB i 1 ,°F BASEMENT SLAB T.T. B.9 Li SECTION THRU DINING ROOM/ LAUNDRY SECTION THRU DINING / ENTRY STAIR SCALE I/1'=Y-O' STEFI RAING MLe 9/90.T � 9CALE: V1'•Y-O' ' r STRM SKM 'A." CUSTOM STE6 FFeAAn"5 AID C +. ° AacA., t° 6 FIE" VIA Ovo—MED w ROp CPoCKEI MAKI No,SM TOP OF I I °ptEAM3 DBL.PLAIE i 1i4'LA EL. ,yA 9[AM Ot EL 42'-2 I/3' RIDGE a17%1 AD" :e 01A711 E De1e'. W 0 SERVA ION 7xL 11 H O CEYAVG FRAC AT QS THIRD FLOOR r I 3%�x d' oc. SUB.FLOOR EDGE AT{'OL WAS T= wA ATTIC J ATSUB �EL.35'-0' _ _— .FLOOR ]x CAT Y•O.C. i EL I I i/r x'. w Sxa MADR p/d al 7%e A°ne (STAIRWAY rn 7� RUSN AAt® i D SITTIN ROOM MASTER BATH SECND FLOOR SUB.OFLOOR wA Sfl SECOND FLOOR _ SUB.FLOOR 0 �EL.24'-3' l X AT Y'OC. l X 0 AT Y•OC. 2 X I]AT IV O.C. � Et.s 7 1 Vr lVl tl113M MAfSD 7%1 STYD 177 x7 OEMIMG iL1lL ((y qH = KITCHEN BATH.3 m 5 A � r x F7 0 FIRST FLOOR F SUB.FLOOR FLOOR SUB.FLOOR EL.U'-S' ]%p AT Y' C I MYV 7%p AT 4.O.C. 7 X p AT IC'OL �EL.k'-5' E� _ F4 DeN M-1.9,RO01 p� 3 We LW 47 Al y, rr�,, FroMeL 0010 DO CRAWL SLAB L 77 9ce11 19 NOTED carts UNFINISHED FL.12'-0' Dn¢ 18 BASEMENT BASEMENT SLAB 3 SECTION THRU KITCHEN / SITTING / OFFICE TOWER � k°8 SCALE: 1/Y Y-O' to ROOF SHINGLE CAP COURSE AA'ROLL VENT' RIDGE CAP 2x RAFTERS II TYPICAL ROOF �12 RAFTER VENT a 14w.e. onwr r.«ole»w oaesa J eoe aee-aeon / ru eoe ae-aem s d-�nl.sea, 7 � c u.elr- e1.vem I X 3 X L I X S 5/4 X 5/4 BLOCKING i POST I X s X B RIDGE BEAM •POST SUPPORTS • POST SUPPO ITS SEE STRUCTURAL DRAWINGS FOR S12E OTYPICAL RIDGE VENT DETAIL OTYPICAL DECK RAILING ELEVATION sz 2X4 TOP RAIL 1 VT W/ 3/S' EASED EDGES-EAS PTD. I I 5/4X5/4 BLOCKING IS1/3 SPAN PTD. I Ilrl—CJJI V7 1� 2X4 TOP RAIL.PTD. 1 I •// I; I/2•XS/4'.PTD. (ram i i i Ru 5/4X5/4 BALUSTERS I F-W O WD SHINGLE SIDING I. •5.O.C. MAX. PTD. I I b rD O 'TYVEK' HOUSEWRAP D 1/2'COX PLYWOOD 4X4 POST I ri D 1 COVERED W/IX TRIM PTD. 2X4•IC O.C. I 1/2'XS/4'PTD. R-1-1 FIBERGLASS INSUL. I, 7X4 PTO. BOTTOM RAIL L MIL. POLY VAPOR BARRIER V2'G.W.B. 1 5/4X5/4 BLOCKING I/3 SPAN.PTD. in JAI5/4 X L DECKING A I X 3 TRIM 6253 I � 6M1EAItS I X 10 TRIM I w I 2 X 10 P T DECK 1 X S TRIM I FRAMING • POST SUPPORTS I _ rI VINYL LATTICE,Ty !l OTYPICAL WALL DETAIL TYPICAL DECk RAILING '_GALE 1- 2'-1'-0' 02 SCALE I-V]'•1--O' !ld I X 3 TRIM-- I b I X 10 TRIM 2 X b P.T.PORCH FRAMING ry 2x4•1c•o c STUD WALL q FIBERGLASS VINYL LATTICE -- INSULATION BETWEEN PIERS 2 X 4 PARTITION ` FRAMING SIMPSOM POST BASE AND ANCHOR [LAYER x DRAINAGE STONE Ste, 6/S'GWB x C� t[ =IIII—IIII=IIII—III f C71 =IIII.IIII=IIII-III � �� -IIII=IIII=-!�!!- � II=IIII=IIII=IIII it 11=IIII=IIII ' ''—Illf—IIII—III a -IIII—IIII—IIII_ at. Iw rt 9 5/S'GWB Z �I-IIII=IIII —11II— 11 1=IIII=II S. --, Ir, RESILIENT CHANNEL O _ A - II=1�r S^— Ns 12'DA. CONCRETE IIII- SONOTUBE PIER F1 OACOUSTICAL PARTITION �O� O DECK/ SILL DETAIL xALe 1 vr•r-a• , ' I ; I A 11d�YlL.IW iV.`/�Y tYlLW1 W�11 Y1 yr i DmYgn, r ter-1 yr' q•M V]'' f'-C r-0' ']•-O'i i v-N r i r V]'I W-4 I I I I I i I I 1 ; ���II 11 lal 11i ' I i I i i i i I i I I i i QYay.14awcNurt4 ee] ; j I I I ' I I I 1 6eD Npe-OeM I I I I I I 1 1 ql 3%N ; ' [-Fau wwe-.rcl�l. ! I IIf11xf ' -- -- -- --------------------- -------- ---- ----- ------ ------- ---------- ------ ------- - ----._----- -- L NEADER I I HEADER ' O f � r � ` i 7xO I ' 1 ' IXq AT 4'O.G.apt ' I 1 ^� IT 4'O.C. 7Mq AT 4'O.C!p►F �IA- N I!~E�NG WAII I O_________________--_._i { � XO AT I' __ -__-____________.____-_ _________I 1 I o - IEv ' I 1 I , 211 /N' K'L 7L N. - JL Ol TO TR O FLO NZ I I J L I._ in - _ f , I_ -7 ___________ O 1 Ia. i O TYPICAL LAGER pINPpQN ; II ti 1]I]xl]V_,I_______ I _______. ___ ___ ___Q I Jp OAT I I L MANGER _ _ a '' ]%q AT 4'O.C.DPF ' , Jr 1 DEARING WALL 1 J L pELOW i , ]Xq AT K'O.C'3" 1 r� ,-J e, IIIIIL-J_L�lyll I I ' ryh..J"L��V • I I' ' ' O A ! x q 4'7X AT O.C1 tPF ! ! Ir ..w ' T %'AT 4' JL:t %11 AT 4'O.C. ♦ r I ) ' �� I � W pT AANGER ' I � I � I �J ♦ JL I W ' I J ♦♦ A ______ ,r I T�{ ♦ O.D' pINPDON ,� I Iw.� < i I I F T CLI T J MANGER j,'• ' 1 o -------------------- ,- -� - --- -- -- '--- -- - - --4 - o a-- ------------- - ----- -- L --- - - ---- -- -. -- - - -- -- -- --� o I I -- ------- ,, --------- r-------------- 2XU AT 1ADERIT tloL ' I I I ' ]%q AT 4'O.C.DP f 1 T'I JWST MANGER ' ^< 1 I I 1 i -- L L TYPK:AI I'- _ ]XIO AT IL'O.0 5" r 42)IXIO % AT K'O.. - O O I Jln Dyt <> \ 7XIO PT.JOMI 1 - 1 y NA0 .Dor_ Lxm RQ?--__ ___ W I AT K•o.c. - ' I___ _ ___ ! I 3 w.am _ �� -( I I I `-DEA*MG WALL I nt O r Jr-w ---- I -'R"' w= ! MNGlR ]Xq PT.LEDGtR DD OELOR , r nr ^R A ^'�1 ' pECUREO TO F N.UALL < I IA- 4• I _ __.__.-_.___ _ _J' _._._______._____ ___._______ e�q. 1.L _• __.—J.—_-__—._.—. __ _ 2 -_------------- ___-y______.___-__-.____-____. _— _______ _'________ _— __(IL]]UQ___._.—___.— ___�_--______-.-_ _ — + \J I ple1P$$ON I 1 I -k I I I I I ! I 1� I I 1 JOIST MANGER 1 LTymAl1 ]XO AT 4.O.C. ' 1 O 2Xq AT 4.O.CJ 8" L 1%q AT K'O.C.6" ' « ' I�-DEARING WALL XE Z1 I1 Mo. J•' +D610W G WALL n> o I I ♦\ 1 I I ]XN p ' I ry ixn SPF I I 1 L2. E DD. 1 •v• T i i 1,-O5T MANGER I ' i 1 TTFMtAL -- ----- -- -�------- -- - - --- --- I J i A)]xt 1 I])I f/1'II��X��N VY LVL A I I 4 �II I 1 HEADER I Be.N FLyEM FRAgEO (2)1 11 RXl 1/4-L4`L� ® [Ld NEADER AT DULKNCAD ! -CONC 1 FWLEO I i I I I i i DONOTWDE i I 1 SEE FON.DWG I N'-,I/1• I 10'-L• t'-{• ' o'-0' 11_O't L a-,17• : K]•-t• i {•-N• L r-O• ]r-O 41 i PmMcL ppt0 po a Mom SECOND FLOOR FRAMING PLAN FIR5T FLOOR FRAMING PLAN or... on/us SCALE:I/Y-r-O• SCALE:I/1'•f-O' r� f CQPo� Q oQ � Q o Qo 0 04 Q Q Q Qo ' ar-r � I � � � � ar+' Vr 101"yr r-o• r-e Vr j r-�yr� 10•-1 Vr� i a•-i• � r-a ;r-o•+ Design i Sxn ovcR- GABLED � ; i fXt LADOlR 1 ' //RAKING 1 1 I AT LL O.G. !¢ReuY eL I ' j i 1 Or1n�.IYR�cN•wtY YEeeJ 1 1 axe LADDER I I 1 I , ; ePo Wo-oeoe iFRAMING I I I I r r I , I _rA!eoe Wo-rom 1 -r - 1 o- - -_----'-I ' 1 ' ------ _____________2x1 LAppER,_-_._ _ __ _ __ __ _ __ - I -- --_— __ — _ ___.__________ --__ _ i___y 1 1- - ---------— ------ '---`--------a-----' ; '--1 r'--------�------'--I 1 I ]XO RAFTER FRANe1G 1 AT 4'O.G I r 1 n; I I i Chi I ' _ p 11 Ll r� - fal IS/41Ke1/4'LVL 1 I 1 1 'a! :3 T ATTIC I L___T,_____ _________I , uI + 1 W I•"U AM I _ __ 1 1/ I I I Y � ' 1.RAFTER _ -T .` AT N•O.C. ITT. i r 11 I TNEDRAL CEILING _ _ Ca�E ROOF FRAIIMG 1 W J 11 I iIT1AN 1 1 1 1 11 f I 1 - L ' S I O ]x EB 1 - _• = V__ _-.... _..____..__;______.__ T�_�c ___. ---- _------ _____._____y____ __ __ __ ___ ]xJ CA{��EI AL 1 1 L JOIST NANCJE I p F, Ij�ATTIC SEAK L _ __ ------- _ _1 4 ' j I I Cl�MG all1 I TTPICAI I w ' ; IIN E"5"yO I , 11A• 1 E/]X�STUD __ _ _ _ _ _1 I w II /1 , 1 IRA,SRACED IJ I I 1 I 1 POST ON I I , '1 TO ATTIQ f111'�'x/N•L4L pP.1 - 1 yam/ - ------- L- -� VERFRAIIE OSSERVATNRI L---Jy_ __.IJ�LD OTTIOK kuSN I 1 1 1 ATTIC S116F:OOR W/]%11 iv TT ♦� ' _ __ _______ ___ __—______ __________ FRAMING ON EDGE AT IXM RAFTER -� LL'OC. SXn ATTIC FRAMING 1 , - ; i ' UNDER.DASNlO - \ ' .� I I f, 1 TT Ir�l r I I RAFTER x$ I XUI�- --- - ----Thu'-o.c. I 1 I I , -- -- - -- �, x. O--- --------------- �-----_- - ^ILEf-- .L. R ----- -----II I I 1 a-- ----------------_-- ~- -- __ =- --W I -MI , 4 wp �- - � n �,11----��--''..�^������O��I 1 I I _ i' 'A I 1 ' ♦` //� r i I __ __ _t iRAMEDER- ST A I I I I 1 .A —VI V I�t ______Y GABLE + �. __ ST A! ~ I Ir Q J I J' S N ATN O.C. __ _ _ __ \ _ AATTIC I RAFTERS I y `h 1 � ; �` Sgg1..6:.TTT .. ----- - -- -- -- -- -- -- -� a � O -- -- -- � ! a -- -- ------- ---- '-- -- ------Y -- -1 ----- --- - - - - - - - -- --- - - - - - _ - - n - - - - ----- JF 0 3 -� ______ ' _ 1 N 3 8 , _,�,��__ 1 3%O AT N•oc. -H II ____ ]xe LApp[R MEADXC i1 NOW SOTTOK FLU ^ - FRAMNG 1 1 -L -_ 1 , I 1 II p -__ _� I ]D.1]APPIR TOP , j3 ,Iq SIT HANG" I DECK FRAMING ' --_-_- I' j C , I' 'p II PETER 4 iEAMNG PLAN OR 1 l ------ O O r ]Xn AT 1<•CC II r ! I ; V ATTIC BEAM BELOW P W/WALL OVER 11 'IKT I-ER TO ' 1 •-J I YALI AT I I U ]RD r I i I II ' /�/� ' 1� �+ ____________ ___ ------------ .—____.—_y__________ _. I _ ______ _ ___ _____ ______ __-_--___-_-__-_._.____ ------- ___ _____ , Y RFAe1ML 1 i 1 1 TO ATI IC l ,/ 11 I � II �/ II I ' I I _�________ �____J I � I�e•e-Ems---- __'_5 ICI . L-- ' ]" ]%n RAFTER % < r- - 3x12 RAFTER I , ' r, ?. �` 1 7Xq AT N'O.G I 3XI]/N' I I AT LL'O.C. v I ATTIC SSAM BELOW 1 AT W O.C. W/2X1 StuD I 1 1 4 1 1 I SECURE ENO d S CEILING JOISSi I Il P TO RAFTERS LY. POST TO AMAT C BE 1 it I I� I IL- AGif/4•x 11,4L AT SlAKN FRA¢D I F--i - 1+ ICA f1 ) q 1 1 OXIS R16Y 1 1 ----------y--- O W ----'----- - 6 ` -- - - - -J a— ----- --- -- - ----�---- -- - -- -- --O a-- -------- -- -- ---- - - ------------------ ;------------ -- - 1 Sxe LADDER ]XIS LOWER GASLE p IRAKING Ili ATFLLe O.0 TYPG 1 I I I I C 1 Lamvr — L__ t'-1 Vr a'-L-_ } 1'-t• I r-O' � Te'-O• ' li ' ]e'-O• I I � r7y� b b Ob o ® O d F b o.t.� Il.�e a,loos P-1-I: 001000 SFRM AS/IDTED ROOF FRAMING PLAN ATTIC FLOOR FRAMING PLAN D.— PARS SCALE:1/4'-r-0' SCALE I/4'-I'-0' rA cc!�O� PROPOSED TEST HOLE LOG TOP OFT EL16 s NDATION CRAIG�LLE 6E CCH RD• ENGINEER: MICHAEL S. FARIA ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) 2" DOUBLE WASHED PEASTONE EL14.9't WITHIN 6" TO FIN. GRADE WITNESS: DONNA MIORANDI M.H.O.A.,RS EL14.5't 111 27. SLOPE. REQUIRED OVER SYSTEM MINIMUM .75' OF COVER OVER PRECAST '� f EXCAVATOR: BORTOLOTTI CONSTRUCTION, INC. LOCUS HYANNISPOR -. DATE: 11/15/99 GOLF CLUB` RUN PIPE LEVEL PROPOSED 1,500 FOR FIRST 2' 1 4 ' GALLON SEPTIC \EL1 7, PERC. RATE _ < 2' MIN/INCH TANK (H- }20 H-10 EL12.0 GAS EL11.70' CLASS I SOILS PI19613 I. SQUAW BAFFLE EL11.8T �� �8 o ( ISLAND c c ) 0 0. ELEV. 14.0 ® C ® 3' 0 SIDES 18 - NANTUCKET SOUND DEPTH OF FLOW = 4' s CRUSHED STONE OR MECHANICAL cc�� 5" 2.5' O ENDS FILL COMPACTION. (15.221 [2]) 30 ® U3 12" REQUIRED TEE SIZES: � INLET DEPTH = 10" MIN. BELOW FLOW LINE 6 - PRECAST FLOV+'DIFFUSORS A OUTLET DEPTH 14" MIN. BELOW THE FLOW LINE LOAMY SAND LOCATION MAP SCALE 1" •- 2,000' H-20 f - SLOPE) ( % SLOPE) (1' SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE B ASSESSORS MAP 245 PARCEL 55 FOUNDATION 22 SEPTIC TANK 30' D' BOX 26' LEACHING FACILITY LOAMY SAND . 5 8 AQUIFER PROTECTION ZONE 10YR g,g' / ELEV. 11,0' ZONING DISTRICT: RB 8. C1 YARD SETBACKS: SANDY LOAM FRONT = 20' 1OYR. 5/6 SIDE = 10' USTEDWA TAB 5. 54" REAR 10' SEE SOIL LOG 66" ELEV. 8.5' PLAN REF. - SK. 34 PG. 23 C2 FLOOD ZONE: AID (EL. 110 ) , B do C PANEL 3 250001 0008 D BOTTOMFINE SAND MOTTLING SEE SOIL LOG 12 :* --- -- CONCENTRATION 7.5YR. 6/8 2.5YR. 7/4 WELL DATA: 1�4I>r - OBSERVED WATER ELEV. 2.5' WELL: MIW-29 DRY WELLS REQUIRED PROPOSED ZONE- ZONE: A FOR ROOF RUN OFF SOIL A85 RP77ON S 2.5' SYSTEM (S.A.S.) ADJUSTMENT: (MIN. DISTANCE FROM DRY S/X 4 X 8-1) (*-X) WELL TO LEACHING 25') PROP CRAWLSPACE IW7N X OF S70N£ALO/VO THE S✓OES, AREA WITH SLAB 1.5' OF STOV£AT THE ENDS FLOOR AT EL 1 . PROPOSED WORK LIMIT PROP DWELLING (FULL FNDN WEST OF I STAKED HAYBALES , (DARKER OUTLINE) THIS CRAWL.) 14.8 SEPTIC DESIGN: TE /SILTFENCE 8.7/' NO 9 �� 1 .� �I EVS,: P/NE TREES (TrP) DESIGN FLOW: 4 BEDROOMS 1 110 GPDy 440_GPt3 1 1• DATUM IS N.G.V.D.' 2.7 a, !� �p cD 11,0 145t USE A aa0 GPD DESIGN FLOW 1 2. MUNICIPAL WATER IS AVAILABLE 1 f 1 1 1 ._ 1419I SEPTIC TANK: 440 GPD ( 2) = 880 « %Z, ► / / 5 6 1 1 1 \ 14. `, 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 1.9 AL _ -- // r 1 \ 1 f 3 I 1 g USE A 1500 GALLON SEPTIC TANK 4. DESIGN LOADING FOR D-BOX TO BE AASHO H- 10. r 3 Il ` 1 i 1 114.2 1 !-` ,C LEACHING:ING:,,,_ FLOW DIFFUSERS AND SEPTIC TANK TO BE H-20. t*1 ( 1 { 1 ` 3 5 ( { " 15. AA Q 440/.75 = 586 SF 5. PIPE JOINTS TO BE MADE WATERTIGHT. / 2.5 \ //� \�\ \\ ` 4% d' r 1 10.9 6% 13.E r { ' BOTTOM: (10 + 1) x (53 + 1) « 594 S.F. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. r*1 FQ � { 11.4 12.8 1 1 00 TOTAL, 594 S.F. 445.GPD ✓ ENVIRONMENTAL CODE TITLE V. �F 7\ r C1 r { 1 •{ o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE p 2 /°a. I r 11`t I 0 "` USED FOR LOT LINE STAKING. T' 1 1 I I I • TOP." p i t „C 1.00.0 FNDN / 20.` T 1 1 14.8 `• 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. O 1 1 .► 104 PROP` 15.67' \ M INNER RIPARIAN ZONE -� O 1 { ( 11.1 'DECK 1 5' REMOVAL REQUIRED AROUND PERIMETER OF LEACH 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT j 1 j 1 i 3' �~ FACILITY DOWN TO SUITABLE SOIL LAYER. REPLACE W/ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED Oo [D .o oosr>r�t'°" ( ( FROM BOARD OF HEALTH. W pncsY� .nr CLEAN, COARSE 2/MIN. INCH SAND. ENGINEER TO INSPECT 2.8 1 i 1 LOTS 74 1i EXI ', / i I AND CERTIFY REMOVAL 1� 1 14 2 10. PUMP do REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. D 1 1 3 j & 5 1 i PATI / l ,r . t 41 8 \ \ 1 z 1 .1 Milli S.F. \\ 800.SF AREA TO BE \\ 1 I(UPLWND 1(4REA1 1 �Sd 1,� VEGETATED WITH COASTAL 1 { L Z. - 3.9 ;:,. rT� INDIGENOUS SPECIES � .�� X / (HATCHED AREA) �tl� 1 1 j I`10. 11.9 CO �.,.RE-ROUTE WATER LINE AND WATER SHUT OFF TO BE 10' / y 3. 4. 14 �' S 4% '� `� 12.0 14.5 DRIVENIA Y 3.5 13.5 FROM LEACHING FACILITY 2 \ 9 `-.. �: TITLE 5 SITE PLAN 134 8.6 � '• 100'(ovTEeAT \r�ru:,r,1,ZONE) \,� � LEG ND STATEI COASTAL 1 15 SEVEN TH A VENUE\ \ \ \ \BANK 1(a f1.0) ` \ TH/S AREA PROP. RE-ROUTEa WATERLINE\ 1\3 0 W4AD+ SWT 6W WAZ 1 OO PROPOSED CONTOUR IN THE TOWN OF: 0 EXIST. DWELL \\ -�• _ 1.101 nl��) WEST H YANNI SPQR T, MA (HATCHED AREA) 1 t.9 \ -- 100 -- - EXISTING CONTOUR EXISTING SEPTIC SYSTEM \ 9.6 ` -- (SEE NOTE 10} ;_........__........_......_�...... .... . C-Qj TELEPHONE POLE PREPARED FOR: EXISTING POST LIGHT MARTIN M. & PA TRICE E. CO YNE off 508-362-4541 fox 508 362-9880 EXISTING CESSPOOL - - ;• .. :. SCALE: 1" 20' DATE: SEPTEMBER 20, 2000 REV. 1/30/01 (DECK) clown Cape engirt e ering, inc. ; REV. 2/14/01 (SAS) -10 0 10 20 30 40 CIVIL ENGINEERS { ....../. LAND SURVEYORS v...._._................. .. .._.. .... OF Ill OF -O.V_: ain .st:~ �` Y&rmouth, ma 02675 BOARD of HEALTH '�� �wN +i•.i.•�• ... _ .. JO LJ# 9 9"' F)J� APPROVED DATE , MA DATE �N�t LAN01' ALE PROPOSED TOP OF FOUNDATION TEST HOLE L O G AT EL 15.67 CRAIGVILLE BEACH RD. ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) ENGINEER: MICHAEL S. FARIA WITHIN 6" TO FIN. GRADE 2" DOUBLE WASHED PEASTONE EL.14.9't EL14.5't WITNESS: DONNA MIORANDI M.H.O.A„RS Z MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 14.0't EXCAVATOR: BORTOLOTTI CONSTRUCTION, INC. LOCUS HYANNISPOR PROPOSED 1,500 RUN PIPE LEVEL DATE: 11/15/99 GOLF CLUB` FOR FIRST 2' 1 4 ' GALLON SEPTIC 1 7, PERC. RATE _ < 2 MIN/INCH TANK (H- }20 H_10 GAS EL11.7(Y EL IZO CLASS I SOILS P�1 9613 BAFFLE EL11.87' o0000 rk o0 o I SQUAW 0 0- ELEV, 1a,o' ISLAND 3' O SIDES 18' NANTUCKET SOUND DEPTH OF FLOW = 4' \_ CRUSHED STONE OR MECHANICAL �COMPACTION. (15.221 [2]) � � � � � 25' O ENDS FILLREQUIRED TEE S12ES: 0 1 . 12" INLET DEPTH = 10" MIN. BELOW FLOW LINE 6 - PRECAST FLOWDIFFUSORS A OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE H-20 LOAMY SAND LOCATION MAP SCALE 1" 2,000' (� SLOPE) ( % SLOPE) ( % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 8 ASSESSORS MAP 245 PARCEL 55 FOUNDATION 22' SEPTIC TANK 30' D' BOX 26' LEACHING FACILITY LOAMY SAND 1OYR, 5 $ AQUIFER PROTECTION ZONE g•5 " / ELEV. 11,0 ZONING DISTRICT: RB 8' SANDY Cl YARDYARD SETBACKS: FRONT = 20' 10YR. 5/6 SIDE = 10' ADJUSTEDWATER TAB 5.0'. S4" REAR . 10' SEE SOIL LOG 66' ELEV, 8.5' PLAN REF. - SK. 34 PG. 23 C2 FLOOD ZONE: A10 (EL. 11.0' ) , B do C PANEL 3 250001 0008 D BOTTOM 1 EL 2.5 12C:t FINE SAND MOTTLING SEE SOIL LOG - - CONCENTRATION 7.5YR. 6/8 2.5YR. 7/4 WELL DATA: C14IE: DRY WELLS REQUIRED OBSERVED WATER ELEV. 2.5' WELL: MIW-29 PROPOSED ZONE: A FOR ROOF RUN OFF SOIL ASSORPTION SY57EM (S.A.S,) 144" ADJUSTMENT: 2.5' (MIN. DISTANCE FROM DRY SIX 4 X 8-9 ROWDIFFUSORS (H-20) WELL TO LEACHING 25') PROP CRAWLSPACE NTH 3' OF S70N£ALONG THE SIDES, AREA WITH SUB 25' OF STONE AT Wr ENDS FLOOR AT EL 12.0 PROPOSED WORK LIMIT PROP DWELLING (FULL FNDN WEST OF STAKED HAYBALES j (DARKER OUTLINE) THIS CRAWL.) - SILTFENCE 8.7 / 1 13 9 SEPTIC DESIGN: NOTES' L..../._..:/ . ...... ...... 5.2 I I i i - N �� d 1 £X!S /NE TREES (TYP) DESIGN FLOW: 4 BE!'1ROOMS ( 110 GPD) = 440 GPI) 2.7 M �I p� J 11.0 145t ( \ { USE A 440 GPD DESIGN FLOW 1, DATUM IS N.G.V.p, \ I \ I 2. MUNICIPAL WATER IS AVAILABLE 1419 SEPTIC TANK: 440 GPD ( 2) 880 14 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1.9 J_ 'L� 1 ! 5.6 �1 �1 I '1 ! I 3 , 8 USE A 1500 GALLON SEPTIC TANK 4 I ! 1 1 1 1 1 1 1 � , I � . DESIGN LOADING FORD- BOX TO BE AASHO H- 10. 1,3 14.2 h C 2.5 LEACHING: FLOW DIFFUSERS AND SEPTIC TANK TO BE H-20. 1 1 15. � AA = 440/.75 - 586 SF 5. PIPE JOINTS TO BE MADE WATERTIGHT. tTl \ 3 5 6% r*1 F \ 5.0 4%I 13.b ( BOTTOM: (10 + 1) x (53 + 1) 594 S.F. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, OG, 7\ I ! Clqw) 1 I 11.4 12.8 1 1 ° �. i •1 00 1 TOTAL: 594 S.F. 445 GPD ,� ENVIRONMENTAL CODE TITLE V. I 12 I j i 1\1 1 1 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE '2. ���1111(11 1 I 1 5 1 ! I 1 V PROP. TOP �' 4 T 1 1 , �j USED FOR LOT LINE STAKING. � FNDN • 100.0 1 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. rn< i 1 I ( 110.� PROP 15.6T 2D' \ 14.8 9. COMPONENTS NOT T INNER RIPARIAN ZONE I I I1116 DECK I I ' 5' REMOVAL REWIRED AROUND PERIMETER OF LEACH E S 0 0 BE BACKfILLEO OR CONCEALED WITHOUT _ 3 FACILITY DOWN TO SUITABLE SOIL LAYER, REPLACE W INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1� II OD c10 o oast by nbw 1 / 1>l 'EXI CLEAN, COARSE 2/MIN. INCH SAND. ENGINEER TO INSPECT FROM BOARD OF HEALTH. 2.8 1 1 LOTS474 i i 1 o � I CO / AND CERTIFY REMOVAL. D ( 1 & 5 i pq �% 1 I 14.2 10. PUMP ec REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. r18 \ y 1 1 1 F / I n \ \ 1 i(UPUAND �4REA�1 800 SF AREA TO BE 0 \ VEGETATED WITH COASTAL \ 1 1 1013 11 g' I \S / INDIGENOUS SPECIES 11.9 CO I (HATCHED AREA) �P I I �10• " P SED RE-ROUTE WATER LINE AND WATER SHUT OFF TO BE IV y 3 n� 4 \ S 4% 12.0 14.5 M DRI WAY 3.S 13.S I FROM LEACHING FACILITY I .�111G L \ 1 ,341, 8.6\\9 11 `--- Tl TL E 5 SITE PLAN 'o \� \ \,RIPo (OUTER RIPARIAN ZONE) �\ ��� AT STATLI COASTAL 115 SEVEN/EN TH A VENUE \\tBTH/S 1(RE.4ff.0) PROP. RE-ROUTED WATERLINE\\ \1\3.0 No ac r V&w 1 0 PROPOSED CONTOUR 1 EXIST. DWELL \ 0 IN THE TOWN OF:EXISTING SEPTIC SYSTEM 1 1 9.6 1 \ (HATCHED AREA) 11.9\ EZ£K 1191 (ww) -- - 100 -- - EXISTING CONTOUR WEST YA NNI SPOR T, l V/A \ � (SEE NOTE 10) TELEPHONE POLE PREPARED FOR: clt Sos-362-4541 ;; ;:; EXISTING POST LIGHT MARTIN M. & PA TRICE E. CO YNE lox 508 362-9880 ( S ) EXISTING CESSPOOL / SCALE: 1" 20' DATE: SEPTEMBER 20, 2000 down cape engln e ering-, Inc. i REV. 1/30/01 (DECK)REV, 2/14/01 (SAS) -10 0 10 20 30 40 CIVIL ENGINEERS LAND SURVEYORS - -.1114- OP,!,gtain st: -yclirmouth, ma 02675 ' ..T ``� OF it OF w t BOARD OF HEALTH Y AAN K JOB# 9 9--2 6 5 APPROVED DATE ' MA DATE IL A( EM