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HomeMy WebLinkAbout0128 GOSNOLD STREET ,_ r ;� � . ', � '� F �,� �. y. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 324` 010 GEOBASE .ID. 23562 ADDRESS 128 GOSNOLD STREET PHONE 4i HYANNIS ZIP - ► LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 91321 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 I` BOND $.00 pfr CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ► RAMffrABM- • MAM BUILDING DIV ION BY DATE ISSUED 04 06 2006 EXPIRATION DATE. TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 324 010 CEOBASE ID 23832 ADDRESS 128 GOSP:OLD STREET PHO iE HYANNIS ZIP - - fAyr 9-. FLOCK LOT. SIZE _w_ D 1?F:� EL(}Pt'IF d'I FIST :I�Tr fJY Y PERMIT FF440 DESCRIPTION DEMO EXISTING AND BUILD 4 BDRYj ROUSE PEPNIT TYPE BUT"LDR TITLE REBUILD AFTER TEARi}OWN . F ONTRA'TOR$: BOY, �VERETT W. JR Department of ARCHITECTS: Regulatory Services TOTAL. FE S: " $1 ,210.00 BOND $.00 �t11E 1rp�_ CONSTRUCTION COSTS $272,704.00 101. SINGLE FAM HOME DETACHED I PRIVATE: • ■ARNSTABLE, MASS. BUILDING DIVISION BY DATE ISSUED 07/14/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO.000UPY 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 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. ® o ® s BUILDING INSPECTION APPROVALS PLUMBING INSPECTIOUUN APPROVALS ELECTRICAL INSPECTION APPROVALS /L-5 2 2 2r d 3 .D D`` 1 ATING INSP C ION APPROVALS ENGINEERING DEPARTMENT 4 v woj CPS 2 BOARD QF HEALTH OTHER: SITE PLAN REVIEW APPROVAL 1�t'L6 L3 a k k 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. .. n _ - �1., II I �' l �� ,� _ . . ;�, j. wA :` ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map FZ� Parcel 1 b Permit# Health Division '& se, ' 3 Date Issued Conservation Division fen !/ �a �" �� �� �`a'`��/s� ���c 6e%Application Fee CNd RIVPR U2 a� Tax Collector CV4L eQ7- Pdv, > Permit Fee l r r0 ` Treasurer UJI X D P Planning Dept. 4 Date Definitive Plan Approved by Planning Board S l �b5 Historic-OKH 1. Preservation/Hyannis Project Street Address i �_R G 6 h Tft e."C Village Owner VAddress Cfd� o�Telephone tar Permit Request Q 14 cNe APt,J L- IJ Square feet: 1 st floor: existing proposed 1�5g 2nd floor: existing proposed 0 0 (O Total new Zoning District 13 Flood Plain G Groundwater Overlay Project Valuation �1-JO �, Construction Type Lot Size 1,T\q� Grandfathered: � ❑No If yes, attach supporting documentation. Dwelling Type: Single Family EY"�' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 4a116-- On Old King's Highway: ❑Yes 3*4e— Basement Type: R*rull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) — Basement Unfinished Area(sq.ft) 17 5 g 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: Er Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New�_ Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing. ❑new size Barn:❑existing ❑new size Attached garage:❑existing A<ew size��?— Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use nn BUILDER INFORMATION Name e. 'S . �A�1 Telephone Number �0 g �� L1 So96 ' Address License# nsZA8 ! 't\o6\ Qv, Home Improvement Contractor# 1.0 I2-7gd C1A AJ 16(Ar 6ZG10 Worker's Compensation# \A ft ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE Pyk DATE 61 J ( ti FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f DATE OF INSPECTIION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s . ti JC%iJ0A-LJ1'J11 1 Lr•,L V AAJJyu\V a APPLICATION FEE ; New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations' $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET CO 6 NEW LIVING SPACE -sq a e feet x$96/sq.foot= •Vx.0041= plus om below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) _square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf ,$35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND MANE PERMITS Open Porch x$30.00= (number) • Deck _�x$30.00= a (number) ltireplace/Chimney _ _x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00. Relocation/Moving $150.00 (plus above if applicable) Permit Fee Prolcost Rev:063004 Name Telephone Number —N— 112 66. W S o2g 50 w N n Q J - 3 o o N O O cc o 28.25' ro z w o EXIST. FOUND. 0 o TOF=102. 02 0 0 � � 0 1.26' LOT 9 11197. 24 SO FT 0.257 ACRES a 9 50 E 9.12'6E MI OF A-fgss�� CHAEL tiG S. m LADUE -+ No.37660 �OSNQLO ���su .CERTIFIED FOUNDATION PLAN LADUE LAND SURVEYING PREPARED FOR: REEF REALTY INC. MICHAEL S. LADUE, P.L.S. LOCUS: 128 GOSNOLD STREET. HYANNIS. MA 51 CAPTAIN'S VILLAGE LANE DATE: 8/18/05 BREWSTER, MA 02631 SCALE: i"=20 ' 508-896-6707 I HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN EXISTS ON GRO AS SHOWN HEREON. cn L Li p I I - I . I I , I LL I tL O cl I I S I i 1 I • , I I I f t 123 I @ itrySpan Energy Delivery 127 Whitcs Path B uW DeMty South Yarmouth.MA 62664 i I May 26,200.5 To whom it may concern: Itc: 128 Gosiiolil Street, Hyannis This letter is to'confirm that we have cut and capped the gas service out of work site.area and removed the meter to the above referenced property on May 20, 2005. If you should have any questions,T can be contacted directly at 508-760-7502. Sincerely, Johannc Ouellette Field Coordinator Cape Division i i i I Jun 06 05 10: 05p J. R. SEMINRRA 7812730040 p. 2 rHr-cr-dO05 09:27 BARNSTABLE WATER COMPANY 50B 790 1313 P.02%02 138metable Water Company Old th Road P. Ba��s a�►lel�ate�i?0.Boxx 326 326 nswua...tfcmwa.,rurw.ru.s..vas� �'� Hyannis. MA 02601-0326 �-^► Office,508.778.9617 Fax 509.790.1313 Customer service:5o8.77s.00m i May 20,2005 Town of Barnstable Building Inspector Town Hal Hyannis,MA 02601 f RE: Service#61050 128 Gosnold St.,Hyannis Dear Sir. f Please be advised that the above water service was shut off and the meter removed on 05/20/05. The owner has info i ed us of plans to demolish the building. Sincerely, i John Rademaker,Clerk Barnstable Water CI mpany MAY-26-2005 THU 01:211PM KEYSPAN ENERGY DELIVERY FAX NO. 17618904898 P, 01 Jun 06 05 10: 05p J. R. SEMIIYRRR 7812730040 p. 1 Comcast Memo To: Joseph Seminarra From: Joseph Pietrowski cc: -.. Date. 5/23/2005 Re: Removal of cable Mr.Seminarra, This is to confirm that the Comcast cable to 128 Gosnold street has been removed. Sincerely, Joseph Pietrowski Technical Operations Supervisor 508-760-3400 Ext.3003 I i i i Jun 08 05 07: 56a J. R. SEMINRRR 7812730040 p. 1 06/08/2005 WED 06:42 FAX NSTAR W 002/002 SANSTAROm NSTAR Way,Westwood,MasRachuselm 02090-9230 EL EC TH/C GAS f V June 8,2005 Dear Joseph Scminera, This letter will serve as confinnation that the electric service at 128 Gosnold St,Hyannis, Ma. was removed from the electric utility poles on June 7,2005. Based on this information,these is no electric power to this building and you may proceed with the demolition. If you have any questions,please contact me at(781)441-35)7. Sincerely yours, Kathleen Sousa i i I Permit No.: . 30233 TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS SEWER PERMIT Connection: Modification: Disconnect: Repair: Assessors Map No. �Z WATER SUPPLIER: Assessors Parcel No Q SEWER ACCOUNT NO.: Street: 12 '9 rZG t'\M 3strC e SEWER ACCOUNT NO.: Village: V CL \ PERMIT FEE: $ Septic Abandonment Permit (1)Residential Bldg=$420.00 (each addt'I.bldg.on same service=$200.00) Obtained From Health Department: (1)Commrc'I.Bldg.=$875.00 (each addt'l.bldg.on same service=$200.00) Connections requiring installation of a pump,add$300.00 to base charge. Abandonment Permit Not Required: PROJECT CONTACTS PROPERTY OWNER(Mailing Address 1SEWER INSTALLER Name: /� c �-AA IMF n!�S� Name: 6AVIC ( VA'`W Address: '� Address: V 0 Q l Phone: C Z Phone: � U LA� L 1 PROJECT DESCRIPTION REGULATORY REQUIREMENTS The installation of all sewer connections must be done in accordance with FACILITY&LAND USE DATA the provisions of Article XXXVI,Town of Barnstable,General By-laws and regulations issued by the Department of Public Works. Before excavating NUMBER OF UNITS METER SIZE FIXTURE NO, within a Town Way the sewer installer must also obtain a Road Opening permit and comply with the Construction Standards and Specifications RESIDENTIAL: outlined therein. At least 48 hours prior to the installation,the applicant must notify the Department of Public Works, Engineering Division for the COMMERCIAL: purpose of inspecting the installation. The Inspector will complete the RESTAURANT: Compliance Sketch locating the installed lines and connection. INDUSTRIAL: By signing the Application, the applicant acknowledges and understands the regulatory requirements and understands that failure to comply with STANDARD INDUSTRIAL CLASSIFICATION NO.: them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future application. This sewer connection permit shall be NO.OF BUILDINGS: NO.OF BEDROOMS: valid for 180 calendar days from the date of D.P.W. approval indicated below. The required notice must be given and the installation SIZE OF PARCEL: ACRES: commenced before the end of that period. Otherwise, the permit shall become invalid. When that occurs,a new permit must be applied for and ESTIMATED DAILY SEWAGE: GALLONS a new fee paid. PIPING: LENGTH DIAMETER Detailed engineering drawings must be submitted with each commercial permit application and be approved prior to acceptance of this permit. EXPECTED INSTALLATION DATE: `/ SIGNATURE(INSTALLER): �- DATE J SIGNATURE(DPW APPROVAL) DATE THIS PERMIT EXPIRES ON: 102 GO kn I FORM Sewer Conn.Form(REVISED 02/03) SEMINARA, ANNE I BUILDINU .,. 186340 TOTAL VALUE 308,000 RE RESIDEN 2, . PO BOX 1219 ,23030.38 S DENNIS, MA 02660 DEFERMENT 0 TOT ACTUAL EXEMPTION 0 < NET VALUE 308,000 LOC: 24 MEADOW FARM ROAD BILL NO BOOK/PAGE DEED DATE ACRES 13594/081 02/27/2001 1.02 -------- ------------------------ -------------------------------------------------- 63 188-175 1300 252549 LAND. - 353,100 COMM RES R 356. 188-17RA, ANNE I BUILDING 0 LAND BANK 64.09 9 TOTAL VALUE 353,100 RE RESIDEN 2,136.26 PO BOX 121 S DENNIS, 9 02660 DEFERMENT 0 TOT ACTUAL 2, 556.98 EXEMPTION 0 NET VALUE 353,100 LOC: 52 MEADOW FARM ROAD BILL NO BOOK/PAGE ACRES 335594/081 02/27/2001 1.41 _ ----------------------------- 324-010 �, ____ ^ 179,300 HY RES RE 453 .57 ______,_ 1010 99551 BUILDING 119,100 LAND BANK 54.16 SEMI14 JOSEPH & _PAULA 41.85 3 HEATHER DRIVE TOTAL VALUE 298,400 SRAPCIN i BURLINGTON, MA 01803 DEFERMENT 0 SRAPP 93.00 EXEMPTION 0 RE RESIDEN 1,805.32 NET VALUE 298,400 TOT ACTUAL 2,447.90 LOC: 128 GOSNOLD STREET BILL NO BOOK/PAGE DEED DATE SQ FT 08/15/1987 11326 __________________________ --------------------------------------------------- 189-118-004 1060 252E78 LAND 426,100 COMM RES R 442 .9 SEMINARA, LOUIS J JR BUILDING 12,500 LAND BANK 79.61 PO BOX 1219 TOTAL VALUE 438,600 RE RESIDEN 2,653 .53 S DENNIS, MA 02660 DEFERMENT 0 TOT ACTUAL 3,176.13 EXEMPTION 0 NET VALUE 438,600 LOC: 50 MEADOW FARM ROAD BILL NO BOOK/PAGE DEED DATE ACRES 13594/083 02/27/2001 1.25 _ _ _____________________ ----------------------------------------------------------------.----=----O--COMM RES R 189-118-003 1010 252677 LAND 384,20 809 62 BSvlIINAR ., LOUTS J, JR BUILDING 4 0 LAND BANK 845.68 y TOTAL VALUE 801,600 RE RESIDEN 4,849.68 xr �TABy D+0UC3LA.�'8 & MICHEI,LE T D8F'ERNLENT 0 TOT ACTUAL 5,804 79 { ' t`•4k.J2.,'hf". ���, �.� d} �'&ty'-t -� +,. �.�.:$. x y, 2 S 8�y ���, r: r:i:`Va`x' ,>:S."'1. s �;'� _ i. ry 1 t, 617 900` TOT AC 64,TUAL 041:7T §,: Z,C3C. 89' t+xwxs BAY ROAD BILL NO BOOK/PAGE DEED DATE ACRES C1657/3. 06/25/2002 1.82 QUITCLAIM DEED We, ARTHUR A. SALVI, PAULINE SALVI DiNATALE, and ELMA SALVI by virtue of power conferred in said will SEMIKARA, as Rxecutord of the ESTATE OF PETER SALVI, late of Belmont, Middlesex County, Massachusetts, for consideration paid, and in full consideration of 011E HUNDRED FORTY THOUSAND DOLLARS ($140,000.00) grant to JOSEPH and PAUI.A SMINARA, husband and 3 14EX1 A ft oC wife, of Burling d D Middlesex County, Massachusetts, as JOINT TMQWS, with QUITCLAIM COVENANTS the land and buildings thereon located at 128 GOSNOLD STREET in BARNSTABLE, BARNSTABLE COUNTY, MASSACHUSETTS, bounded and described as follows: RASTERLY by Marsh Lane, one hundred (100) _feet; SOUTHERLY by Gosuold Street, one hundred twelve and 66/100 (112.66) feet; WESTERLY by a portion of hot 4 (Plan 17595-E), one hundred (100) feet; and NORTHERLY by Lot 15, one hundred twelve and 66/100 (112.66) feet. All of said boundaries are deteained by the Court to be located as shown on subdivision plan 17595-I, dated ,May-,9;, 1955, drawn by Bearse s Kellogg, Civil Engineers, and filed in the Land Registration Office at Boston, a Dopy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 141 Page 67 with Certificate of Title No. 19047, and said land is shown oereon as LOT, 9.-1 So much of the above described lot as is included within the limits of the Old Road Bed shown,on said plan is subject to the rights of all persons lawfully entitled thereto in and over the same. r -2- Said lot is subject to the restrictions set forth in Docu- ment No. 54,179 Barnstable Registry District. For our appointment as Executors of the Estate of Peter Salvi see decree of appointment dated December 16, 1986, and filed with the Middlesex County Registry of Probate, being Docket Number 86 P5693E. For title of decedent, PETER SALVI, see deed from PAULINE DiNATALE dated July 27, 1971, and recorded with the Barnstable County Registry of Deeds in Book 416, Page 8, being Certificate Number 52008. WITNESS my hand and seal this 7/ day of July, 1987. Arthur A. Salvi, Executor COMMONWEALTH OF M.ASSACHUSETTS MIDDLESEX, ss. : July ? , 1987 Then personally appeared the above named ARTHUR A. SALVI, and acknowledged the foregoing instrument to be his free act and dead, before me. Notary Ftblic Y '1 my Coffwtission Expires: r7 ' !�7 Own REV" -3- WITNESS my hand and seal t day of July, 1987. tau�11­ne Salvi DiNatald, Executrix COMMONWEALTH OF MASSACHUSETTS MIDDLESEX, ss. : July 1987 Then personally appeared the above named PAULINE SALVI DiUTALE, and acknowledged the foregoing instrument to be her free ate: atjd deed, 'before me. Notary rublic My Commission Expires: .4 /�¢� •.. WITNESS my hand and seal this 74 day of July,11987. 7.4.44 zi�A Llf w/�0 s B Salvi Seaiinara, Executrix COMMONWEALTH OF MASSACHUSETTS MIDDLESEX, ss. : July ? 1987 Then personally appeared the above named ELMA SALVI SEMINARA, and acknowledged the foregoing instrument to be her free act and deed, before me. a•''hC . Notary Public ;' j My Commissf'on = r Expires: SUBDIVISION PLAN OF LAND IN BARNSTABLE 17,595-r Bearse & Helloggo Civil Engineers May 9t 1955 tqo N 4 - w to pot-, IllOm ct6a k,1 W 00. a Aft, a N 1 sd� ' we 2AW 61.E Ale sly b 1 4- Aje-, Iio AL) � its 69•�O. Off• w 0-1 e�' V A .art O I,jW `N 13 R % � Z,aO � I� 4Ty c o Woo .00 se •c1� O I• 'il } 6 r � 2 w�^ i ai 15 lit of 0 4tCO , Y "J V r O S �a ?9 SOW Al 74•.!a' .f ♦ � � .00 (i q, .GB.Og. Kr al : G O SNOL D S T N YB' .09' S0" Subdivision of Part of Lot 5. & Lot 6 Shown on Plan 17595E Filed with Cart. of Title No. 5867 Registry Distri.et of Barnstable County I Separate certificates of title may M Issued for land shownhertanasA.o_t_s..9-/fslarl.-- •---------- q�,�• �olp►en By the Court. r A LAND Rmels pmoa ON 0mcc !7117�1 Seek of MISplan s0 /i Tt to M,APRJI.z� 1 C.M.Andaram.bowr Rr Qwrt r We, WILLIAM F. COOK aad BARBARA E. COOK, husband and wife, as Joint Tenants and not as tenants by the entirety, both of Barnstable (Hyannis), Barnstable County, Massachusetts, for con- married to Margaret M. Larivee, sideratioa paid, grant to C1MNCE W. LARIM/of 96 Gosnold Street Hyannis, Town and County of Barnstable and Commonwealth of Massa- chusetts, with Quitclaim Covenants, a certain parcel of registered land situate in Barnstable (Hyannis), Barnstable County, Massa- chusetts, more particularly bounded and described as follows: On the North by Lot 15 as shown on plan, herein- after mentioned, 112.66 feet; On the East by Marsh Lane, 100 feet; On the South by Gosnold Street, 112.66 feet; and On the West by Lot 4, 100 feet. Said lewd is shown as LOT 9 on Land Court subdivision plan No. 17595-I. For our title reference is made to Certificate of Title No. 5867 registered with Barnstable County Registered Land Records in Book 32, Page 27. Said land is conveyed subject to the fol lowing'restrietions 1. No building erected, placed or maintained on said lot shall be used for any purpose other than that of a pri- vate residence or private garage, and in no event as a hotel or boarding house. and only one private residence shall be placed thereon, 2. Any dwelling house erected placed or maintained on said lot shall .meet the following requirements: (a). It shall not be . designed or adapted for use by maa�e than one family and the exterior de- sign shall confarm_to typical Cape Cod archi- tecture with white cedar sidings and shingled roof or ranch type house construction with a pitched roof. (b). The cost of construction shall not be less i than $8,000.00. S. No part of said lot shall be used fr any mechanical, manufactur or mercantile purpose not for any pur- gpose whichght be or became offensive to the neigh- orhood as a desirable residential district. WnsON a SYKES ATrONNEr5 AT LA. 09.MAIN nan NYANNIV.AASS. The foregoing restrictions shall continue in force_and_may only r• be revoked by the grantors.' WITNESS our hands and seals this d-7 day of December, 1957, COMONMLTH OF 1NSSACHUSTTTB Barnstable,ss. �Decembef fa , 1957.; Then personally appeared the above named Rilliam F. Cook and acknowledged the foregoing Instrument to be file free act and deed, before me y JU- ' L40TIary FUD11C My commission expires: —� '^^•�'`` �' 9d .. ................. . ..........�... ........ . ... .. c r o c�rxt�as a I� YG�SE P4 i�.xr• f" • - WILSON a SYKES xrroRenw At taw 3L99 M.IN S'Nltr NfANNIS.PASS. I I 2Q12p, -\ The Commonwealth of Massachusetts qzl Department of Industrial Accidents Offlce efferesaff" as 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Applicant infprmaHon: P'IeastPRI14Tk ' name: location mil!_ v\� 1(� ��•Q-� cit" 1�'-N CAAN`, phone I am a homeowner performing all work myself. 1 am a sole proprietor 2r,d have no one working in any capacity Z-11'am an employer pro,,idine workers' compensation for my employees working on this job. Reef Realty,Ltd. company name: address: P.O.Box 186 city: West Dennis Ma 02670 Dhone#• 508 394 3090 insurance co. Acadia policy# WCA1300525-18 I am a sole proprietor. General contractor: or homeowner(circle one) and have hired the contractors listed below «ho have the followina worker;* compensation polices: company name: address: city: phone#• insurance co Policy# companyname: address: city' phone#• insurance co Aoligy# 'tea Failure to secure coverage as required under Section 25A of MGL 152 an lead to the imposition of criminal penalties of a tine up to S1,5N.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tape of S100.00 a day against me. I understood that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do•hereby certify under the pains and p Ities of ury that the information provided above is true and c ect Signature ,I,,- C.%-.� Ut � Date V) 0 J� - Everett W. Boy,Jr. 8 3 4 3090 Print name Phone#_ Cocheckir, nly do not M rite in this area to be completed by city or town oMcial : _ permit/license# f�Building Department 0Licensing Board mmediate response is required 2ti1 ❑Selectmen's OMce Health Department on: phone#;_ (508) 398-2231 ext.. rnOther Irn,sed 3,95 PW Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Soffware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Reef Realty\Gosnold St, Hyan 128.rck PROJECT TITLE: 128 Gosnold Street, Hyannis CITY: Hyannis STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.12 DATE: 04/19/05 DATE OF PLANS: 4/19/05 PROJECT DESCRIPTION: Andersen HP, Tilt-wash windows, Frenchwood Gliding doors. FHA gas heating system. COMPLIANCE: Passes Maximum UA= 564 Your Home UA= 558 1.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1316 38.0 0.0 39 Ceiling 2: Cathedral Ceiling(no attic) 576 30.0 0.0 18 Skylight 1: Wood Frame:Double Pane with Low-E 26 0.370 10 Skylight 2: Wood Frame:Double Pane with Low-E 28 0.410 11 Ceiling 3: Flat Ceiling or Scissor Truss 358 30.0 0.0 13 Exterior Wall 1: Wood Frame, 16"o.c. 3321 13.0 0.0 234 Window 1: Wood Frame:Double Pane with Low-E 229 0.340 78 Window 2: Wood Frame:Double Pane with Low-E 22 0.330 7 Window 3: Wood Frame:Double Pane with Low-E 27 0.310 8 Window 4: Wood Frame:Double Pane with Low-E 24 0.300 7 Door 1: Solid 84 0.160 13 Door 2: Glass 80 0.330 26 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1751 19.0 0.0 82 Floor 2: All-Wood Joist/Truss:Over Outside Air 356 30.0 0.0 12 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions fbund in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date REScheck Inspection Checklist Massachusetts Energy Code REScheck Software Version 3.6 Release 2 DATE: 04/19/05 PROJECT TITLE: 128 Gosnold Street, Hyannis Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments: [ ] 3. Ceiling 3: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Skylights: [ ] 1. Skylight 1: Wood Frame:Double Pane with Low-E, U-factor: 0.370 For skylights without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Skylight 2: Wood Frame:Double Pane with Low-E, U-factor: 0.410 For skylights without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.160 Comments: [ ] 2. Door 2: Glass, U-factor: 0.330 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Tcuss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/T russ:Over Outside Air, R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures shall meet one of the fpllowing requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ill pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] J All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Siang: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatin¢ Runouts Circulating Mains and Runouts Temperature(Fl U13 to I If Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piging_System Types . Ran eg(Fl 2"Runouts 1"and Less 1.25"to 2" "to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) i -. ✓�ie -�omvrnoruuec�� a��G�aa�ac/,.cQeab BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR — 032809------- Numbe�: CS — Birthdate: 03/11/1954 q Expires: 03/11/2006 Tr.no: 17369 Restricted: 00 EVERETT W BOY JR PO BOX 186 K&11 W DENNIS, MA 02670 Acting C rriis oner Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 101380 Expiration: 6/2512006 Type: Private Corporation REEF REALTY LIMITED ^Everett Boy,Jr. 24 School St./Box 186 West Dennis,MA 02670 Administrator i COPY o SDI ri 9 Effective Date: ,June 22nd, 2005 ff Western SuretyCompany 'R LICENSE AND PERMIT BOND R. KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14710577 r u r u That we, Reef Realty LTD r u r of the Village of West Dennis State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Town of Barnstable , Building Inspector , State of Massachusetts as Obligee,in the penal sum of Four Hundred Fifty-Two and 00/100 - DOLLARS ( $452.00 ) lawful money of the United States, to be paid to the Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contracting- 128 Gosnold Street, Hyannis, MA 02601 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until June 2 2 nd 2006 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to theObligee and to the Principal at the address last known to the Surety, and at the expiration of thirlime-PPtdays from the mailing of said notice, this bond shall ipso facto terminate and the Surety s ye i pon..J5 lieved from any liability for any acts or omissions of the Principal subsequent to said dteRegacl oarl number of years this bond shall continue in force,the number of claims made against tl3i b , and e,' -ber of premiums which shall be payable or paid, the Surety's total limit of liability shall,not be cumul �iv9 from year to year or period to period, and in no event shall the Surety's total liability for_-,a11 clams - ceeWtl-e amount set forth above. Any revision of the bond amount shall not be cumulative. Ole ­7 9 Dated this 2nd day of June 2005 Principal F. F. Principal ; I Countersig d(where req ' ed) W E S T E N S U R E T COMPANY 0 BY BY Resident Agent Paul T.Bruflat, Sycior Vice President Form 532-5-2002 r r r IV ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 2nd day of June 2 005 before me,the undersigned officer, personally appeared Paul T.Bruflat 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 purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. r +aaetiatitia54rggyaatiaaraatiy+ 8 D. KRELL `a s AEAE NOTARY PUBLIC SEAL y r RRSOUTH DAKOTAr fi 444bh44444h4ahaybe4bmbba Notary Publi -South Dakota My Commission Expires November 30,2006 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that—he_ executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires G Notary Public r u r u r r r e r Fi r r 4 o rn A A a z a� o o a Ln j r4 o o a y o o r Affidavit of Substantial Financial Interest - 11 , on oath of J—& depose and state as (lows: ,man applicant for a building permit for the property located at Map,______ Parcel The address of the property is 11• --� . 2. 1 have � % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. the 3 Within in the last twelve months from a,� date, r g eater legch al or equitable interest in following individuals or entities have h the real property which is the subject of the building permit application which is identified in paragraph 1 above: Address Name . ch is - '�-05�, 1 have had 4. Within the last twelve months, from merest n the following properties which have been :a 1% or greater legal or equitable in the subject of a building permit application: Ma (Parcel Address 16�4 5. Within this calendar year, I have submitted building permit applications for erty in-which I have a 1% or greater legal or equitable interest, Pro.P Q building permit applications far g, Within the last ten days, I have submitted i in which l have .a 1% or greater legal or equitable interest, property ithin this month, I have submitted building permit applications for property in 7. W � which I have a 1% legal or equitable interest. g, Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. �.. Signed under the pains and pen alties of erjury,•this B day of�' 200_ 1 2001-00501afrin _ 1 W o tit to 00 00 at td F,, n . tr • aq �g � � � N�0 � Q' p to - 0 • ao Q . W . A ' . .. ................................................_......._.................._....................._........... r Living area calculations for: 128 Gosnold Street,Hyannis. The measurements were taken from the exterior of the frame for area's listed below: First floor= 1653 s.f. Garage= 584 s.f. Sub total of 18t flr. &garage= 2237 s.f. Second floor= 638 s.f. Bonus room= 355 s.f. Sub total of 2nd flr. &Bonus= 993 s.f. Total area= 3230 s.f. d BOISE" BC CALL®2003 DESIGN REPORT-US Wednesday,April 27,200513:10 Double 1 3/4"x 71/4" VERSA-LAMS 3100 SP File Name: RR 128 Gosnold St.BCC:Level 218_02 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier. DPM City,State,Zip:Hyannis,MA Designer: Customer, Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 1 Standard Load-40 psf 15 psf Tdbuta 09-10-12 Ak 130 B1 957 Ibs LL 957 Ibs LL 521 Ibs DL 521 ibs DL Total Horizontal Length-04-10-00 General Data toad Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. our. S Standard Load Unf.Area Left 00-00.00 04-10-00 Live 40 psf 09.10-12 1001/6 Member Type: Floor Beam Dead 15 psf 09-10-12 909% Number of Spans: 1 1 Unf.Lin. Left 00 00 00 04 10 00 Live1 0 plf n/a 90°/6 Left Cantilever: No Dead 60 plf n/a 901ya Right Cantilever. No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 09-10-12 Moment 1785 ft-Ibs 21.3% 1000/0 2 1-Internal Neg..Moment 0 ft-Ibs Na 1001/0 End Shear 1108 Ibs 22.6% 1000k 2 1-Left Total Load DefI. U1717(0.034") 14.00/6 2 1 Live Load: 40 psf Live toad Dell. U2652(0.022") 13.6% 2 1 Dead Load: 15 psi Max Defl. 0.034" 3.4% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total bad deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria. y Design meets arbitrary(1")Maximum load deflection criteria the input must be verified by anyone Minimum bearing length for 80 is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Bob are assumed to be Grade 5 or higher. of BOISE engineered wood Member has no side loads. products must be in accordance with the current Installation Guide Connectors are:Win.Staggered Through Bolt and the applicable building codes. To obtain an Installation Guide or if a=2" b d you have any questions,please call b=2-1/2" (800)232-0788 before beginning c=1-518" product installation. d=24" a BC CALC®,BC FRAMERO,BCIO, BC RIM BOARDTM,BC OSB RIM BOARDTM,BOISE GLULAM-, VERSA-LAM®,VERSA-RIMS, C VERSA-RIM PLUSH VERSA-STRANDT"', VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of t BOL.SE" BC CALM 2003 DESIGN REPORT-US Wednesday,April 27,2005 13:10 Double 1 3/4"x 91/2"VERSA-LAW 3100 SP File Name: RR 128 Gosnold St.BCC:Level 2\B 3 Job Name: Reef Realty Description: Address: 128 Gosnoid Street Specifier: DPM City,State,Zip:Hyannis,MA Designer: Customer: Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: Standard Load-35 psf 125 psf Trtbuta 12-00-00 a,c,-' y.." g,�.✓'�- _,emu s'"� `"'s'� .`,�'"V4- -r '� '��vF 3..;�-s "'"�'c': "'a�` s1' e .. Ak 130 131 779 Ibs LL 779 Ibs LL 574 lbs DL 574lbs DL Total Horizontal Length-03.08.08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Our. S Standard Load Unf,Area Left 00.00.00 03-08-08 Live 35 psf 12-00-00 115% Member Type: Floor Beam Dead 25 psf 12-00-00 900/6 Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Moment 1254 ft-Ibs 7.Ba/a 115% 2 1-Internal Slope: 0/12 Neg.Moment O R-Ibs n/a 100%a Tributary: 12-00-00 End Shear 775 Ibs 10.5% 115a/a 2 1-Left Total Load Deft. U7172(0.006") 3.3a/a 2 1 Live Load Defl. U12451(0.004") 2.9a/a 2 1 Live Load: 35 psf Max Deft. 0.006" 0.60/a 2 1 Dead Load: 25 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 115 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy Minimum bearing length for BO is 1-112". P Y of Minimum bearing length for Bt is 1-1/2". the input must be verified by anyone EnteredUsplayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Bons are assumed to be Grade 5 or higher. code-accepted design properties Member has no side loads. and analysis methods. Installation of BOISE engineered wood Connectors are:1/2 in.Staggered Through Bolt products must be in accordance. with the current Installation Guide a.2, b d and the applicable building codes. b=2-1/2, To obtain an Installation Guide or If -1— you have any questions,please call c=2 a (800)232-0788 before beginning d-24" product installation. BC CALOO,BC FRAMER®,BCi®, BC RIM BOARD-,BC OSB RIM C BOARD-" BOISE GLULAM- VERSA-LAMS,VERSA-RIM®, •__Il_ VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUDS,ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 f J. BOISE" BC CALCO 2003 DESIGN REPORT-US Wednesday,April 27,200513:10 Double 1 3/4"x 14"VERSA-LAIC 3100 SP File Name: RR 128 Gosnold St.BCC:Level 21B_12 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip:Hyannis,MA Designer: Customer: Company: Shepley Wood Products Code reports: iCBO 5512,NER 629 Misc: Qo �z Standard Load-35 psf 125 psf Tributary 08-04-od, AL BO B1 2084 Ibs LL 2084 Ibs LL 1587 Ibs DL 1587 Ibs DL Total Horizontal Length-14-03-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Our. S Standard Load Unf.Area Left 00-00.00 14-03-08 live 35 psi 08-04-00 115Mo Member Type: Roof Beam Dead 25 psf 08-04-00 90% Number of Spans: 1 Left Cantilever. No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 13118 ft-Ibs 39.30% 115% 2 1-Internal Tributary: Slope: 0/12 Neg.Moment 0 ft-Ibs Na 100% 08-04-00 End Shear 3072 Ibs 282% 1150/0 2 1-Left Total Load Defi. U569(0.301") 31.6% 2 1 Live Load Deff. U1003(0.171") 23.90/6 2 1 Live Load: 35 psf Max Defl. 0,301" 30.1% 2 1 Dead Load: 25 psf Notes Partition Load: 0 psf Design meets Code minimum(U180)Total load deflection criteria. Duration: 115 Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1')Maximum load deflection criteria. The completeness of Minimum bearing length for BO is 1-1/2". I� and accuracy Minimum bearing length for 81 is 1.1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties and analysis methods. Installation Bolts are assumed to be Grade 5 or higher. of BOISE engineered wood Member has no side toads. products must be in accordance Connectors are:1/2 in.Staggered Through Bolt with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if a=2" b d you have any questions,please call b=2-1/2 (800)232-0788 before beginning c-5" a product installation. d=24" BC CALCO,BC FRAMERD,BCI®, BC RIM BOARD-,8C OSB RIM BOARDTM,BOISE GLULAM-, C VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, tL VERSA-STUD®,ALLJOISTS and AJS'rm are trademarks of Boise Cascade Corporation. Page 1 of 1 / Daniel 1~ Braman, P-& 1A CA,1.7 'Z>74X Es'T 189 Harbor Point PA t S, Cummaqu4 MA*02637-0361 ice. e6r- ©�►o ►•t cam; '� c�0.- .� t S V. OZ4 o .Q ot� U5E W LZ/x-35 �j c,—t c._. C an A.C-"-k"T tnd 20 x t4- n'7O dcyi,ev►scons d�- � �d� � o� DANIEI.E. 4G � a•b�e� ��kt �'�l5 BRAMAN eN Qe�. d o STRUCfURAI ��r NO 30395 " � 9 4/ NALL E RAMSBEAM V2 . 0 - Gravity Beam Design ��censed to: Dan Braman, P.E. Job: 128 Gosnold Street, Hyannis Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X35 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0. 00 24 . 00 0 . 180 0. 180 0 . 000 0 . 000 0. 480 0. 480 SHEAR: Max V (kips) = 8 . 34 fv (ksi) = 2 .22 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 50 . 0 12 . 0 0 . 0 1 . 00 13 . 17 24 . 00 13. 17 24 . 00 Controlling 50. 0 12 . 0 0. 0 1. 00 13. 17 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 58 2 . 58 Max + LL reaction 5. 76 5. 76 Max + total reaction 8 . 34 8 . 34 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0 . 194 L/D = 1483 Live load (in) at 12 . 00 ft = -0 . 434 L/D = 664 Total load (in) at 12 . 00 ft- -0 . 628 L/D = 459 _ r i Daniel L Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-0016 April 25, 2005 Project: 11705 128 Gosnold Street Hyannis, MA For: Reef Realty LTD. EVALUATION OF STRUCTURAL INTEGRITY OF VAULTED CEILINGS WITH COLLAR TIES On this date I evaluated drawings Al to A5 dated 4/19/05 for the above residence in regard to the vaulted ceiling with collar ties, in the Sun Room. Roof slope is 12 in 12.This is greater than 3 in 12, therefore a minimum of lx6 collar ties are required, 48" o.c. (rafters are 16" o.c.) Ties are to be located in the upper third of the height of the roof measured from the sill plate to the ridge. This is in accordance with the MASS State Building Code 3608.2.3.2. I find that the roof structure (2x10 rafters @ 16" o.c., lx6 collar ties @ 48" o.c., 2x8 @ 16" o.c. ceiling joists, and 2x12 ridge board is sufficiently strong to support all expected imposed loads. SAAA . 6F p� DANIEL E. BRAMAN �. o STRUCTURAL : NO 395 " a V abis - BC CALC®2003 DESIGN REPORT - US Thursday,July 14,2005 11:07 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: RR 128 Gosnold St.BCC: Level 1\13_19 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf 11.5 psf Tributary 12-00-00 07-09-00 Ak 07 05-00 BO B1 B2 3245 Ibs LL 9104 Ibs LL 3125 Ibs LL 1265 Ibs DL 4071 Ibs DL 1175 Ibs DL Total Horizontal Length-15-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-02-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam Dead 15 psf 12-00-00 90% Number of Spans: 2 1 Unf. Lin. Left 00-00-00 15-02-00 Live 0 plf n/a 115% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 Unf.Area Left 00-00-00 15-02-00 Live 40 psf 12-00-00 100% Slope: 0/12 Dead 15 psf 12-00-00 90% Tributary: 12-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 10002 ft-Ibs 71.7% 100% 2 2-Left Neg. Moment -10002 ft-Ibs 71.7% 100% 2 1 -Right Live Load: 40 psf End Shear 2993 Ibs 46.6% 100% 2 1 -Left Dead Load: 15 psf Cont.Shear 5574 Ibs 86.7% 100% 2 1 -Right Partition Load: 0 psf Total Load Defl. U670(0.139") 35.8% 4 1 Duration: 100 Live Load Defl. U859(0.108") 41.9% 4 1 Total Neg. Defl. -0.029" 5.8% 4 2 Disclosure Max Defl. 0.139" 13.9% 4 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(L/240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 131 is 4-3/8". and analysis methods. Installation Minimum bearing length for B2 is 1-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide Connection Diagram and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design To obtain an Installation Guide or if Bolts are assumed to be Grade 5 or higher. you have any questions,please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are: 1/2 in.Staggered Through Bolt BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT"' BC OSB RIM a-2b- d BOARD-, BOISE GLULAMTM b-2-1/2" VERSA-LAM®,VERSA-RIM®, c=2-3/4"' VERSA-RIM PLUS®, d-24 8 VERSA-STRAND-, • VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. C I • Page 1 of 1 / � BOISE ~ BC CALC@2003 DESIGN REPORT - US Thursday,July 14.2OO511:11 ^ Double 1 3/4" x 9 1/2= VE 3100 SP File Name: RR12OGvsnold St.BCC: Level 1\13_2O Job Name: Reef Realty : Address: 12VGmonold Street Specifier: DPM City,State,Zip: Hyannis,MA Designer: Customer: Shepley Wood Products Co Shepley Wood Products Total Horizontal Length'*O'Os'u4 � General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trilb. Dur. Member Type: Floor Beam I Dead 0 psf 01-00-00 90% Number o*spano� s 1 Unf.Area Left OO'OO'OO 25'OS'OG Live 4Upaf 14'OV'OO 1OO96 � � Left Cantilever: No Dead 15 psf 14-00-00 90Y6 � Right Cantilever: No 2 Unf.Area Left 23'09'06 40'05'0* Live 40 p of 090000 100Y6 Dead 15 O9��QU 8UY6 Slope: 012 3 Un[ Lin Left OD'OO'OV O3O7O8 Live O� |f /o SUY6 � � ' ' p n Tributary: 01-00-00 Dead 00plf ma 90% 4 Un[ Lin. Left 08'02'00 25'09'06 Live Op|f n/o 90Y6 Dead OOp|f n/o '9096 5 Conc. Pt. Left 03'07Q8 03'07'08 Live 857|bo n/o 100Y6 Live Load: Opof Dead 521 |bs n/u 90Y6 Dead Load: Opof 8 Cunc. Pt. Loft 08'02-00 08'02'00 Live 957|bo n/o 100Y6 Partition Load: Opsf Dead 521 |bo n/o 90Y6 Duration: 100 7 Un[Anoo Left 00'00'00 03'07'08 Live 40pof 08'04-00 100Y6 Dead 15puf 08'04'00 9096 Diwc|moumm 8 Un[Anao Left 08f02'00 28'09'06 Live 40pof 14-00'00 100Y6 The completeness and accuracy of Dead 15puf 14-00'00 90Y6 the input must ba verified byanyone 8 Un[Lin. Left OO'OO'OO 03'07'08 Live Op|f n/o 9096 who would rely on the output oo Dead OOp|f n/o 90Y6 evidence of suitability for o 10 Un[Lin. Left 08'02'00 23'09'08 Live Up|f n/a 9096 particular application. The output Dead GOp|f n/o SV% above io based upon building code-accepted d i i Controls Summary and analysis methods. /natsnaoun Control Type Value %AUowmb|m Duration Load Case Span Location cfBO|GE engineered wood Moment 6645f-|bo 47.6% 10096 O 2'Left products must beinaccordance Nog.Moment '6645f-|bo 47.6Y6 100% 6 1 Right th e End Shear 2747|bs *2J96 100% 4 1 'Left and the applicable building codes. Cont.Shear 4444|bu 69.1Y6 10096 O o'Left To obtain an Installation Guide urif Total Load De0. U1139(0.065^) 21196 4 1 you have any questions,please call Live Load DeO. LUb12(D�O4g� 23.06 4 1 (8V0)%32'U788be«ombeginning Total Neg.DeO. 'O.V37'' 7.396 5 5 | product installation. Max Defl. 0.076^ 7.6"& 5 G ! BCCALCO. BC FRAMERO, BCI@, Notes � DC RIM BOARD`°. 8COGBRIM Design meets Code minimum(U%4U)Total load deflection criteria. � BOARD=. o08EGLULAM`°. Design meets Code minimum(U8OO)Live load deflection criteria. � VERSA'LAM8.VERGA-R|MK0. Design meets arbitrary(1^)Maximum load deflection criteria. VERSA-RIM PLUSO ' Minimum bearing length for B0iu1'1/2" VERS�G ��Dm | ' ' Minimum bearing length for 81io3'30^ / VERGA-STUDO.ALLJO|SlOand Minimum bearing length for B2is8-3/4" AJGn*are trademarks of Minimum bearing length for B3io3'3/4^ Boise Cascade Corporation. Minimum bearing length for 84is3^ Minimumbooring/engthforB5iu3'' � Minimum bearing length fo B6is1 1/2' Entered/Displayed Horizontal Span Length(s) Clear Span+1/2 min.end bearing+1/2 intermediate bearing Page 1 of sO,SE^ BC CALL®2003 DESIGN REPORT - US Thursday,July 14,2005 11:11 Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: RR 128 Gosnold St.BCC: Level 1\13_20 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Bolts are assumed to be Grade 5 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt a=2" b d b=2-1/2" c=2-3/4" d=24" a C • Page 2 of 2 BOISE' BC CALCO 2003 DESIGN REPORT - US Thursday,July 14,2005 11:04 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: RR 128 Gosnold St.BCC: Level 1\13_22 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 1 15 psf Tributary 14-00-00 ai b 07-01-00Ak 06-11-00 BO 131 B2 1732 Ibs LL 4901 Ibs LL 1697 Ibs LL 587 Ibs DL 1920 Ibs DL 564 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 15 psf 14-00-00 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 4776 ft-Ibs 34.2% 100% 2 2-Left Slope: 0/12 Neg.Moment -4776 ft-Ibs 34.2% 100% 2 1 -Right Tributary: 14-00-00 End Shear 1703 Ibs 26.5% 100% 4 1 -Lef Cont.Shear 2817 Ibs 43.8% 100% 2 1 -Right Total Load Defl. U1549(0.055") 15.5% 4 1 Live Load Defl. U1922(0.044") 18.7% 4 1 Live Load: 40 psf Total Neg. Defl. -0.012" 2.5% 4 2 Dead Load: 15 psf Max Defl. 0.055" 5.5% 4 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 3". evidence of suitability for a Minimum bearing length for B2 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Bolts are assumed to be Grade 5 or higher. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call a=2" (800)232-0788 before beginning b d— product installation. b=2-1/ " -1~ c=2-3/44" BC CALC®, BC FRAMER®, BCI®, 7111 d=24" a BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMT"' VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, C VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 uoisw BC CALC®2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_01 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: Standard Load-35 psf i 20 psf Tributary 09-08-00 BO B1 2156 Ibs LL 2156 Ibs LL 1461 Ibs DL 1461 Ibs DL Total Horizontal Length-06-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-07-00 Live 35 psf 09-08-00 100% Member Type: Floor Beam Dead 20 psf 09-08-00 90% Number of Spans: 1 1 Conc. Pt. Left 03-03-08 03-03-08 Live 2084 Ibs n/a 115% Left Cantilever: No Dead 1587 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 09-08-00 Moment 8971 ft-Ibs 55.9% 115% 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 3188 Ibs 43.1% 115% 3 1 -Left Total Load Defl. U652(0.121") 36.8% 3 1 Live Load: 35 psf Live Load Defl. U1107(0.071") 32.5% 3 1 Dead Load: 20 psf Max Defl. 0.121" 12.1% 3 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate'bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Bolts are assumed to be Grade 5 or higher. of BOISE engineered wood Member has no side loads. products must be in accordance Concentrated loads are not considered in side load analysis. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call a=2„ b (800)232-0788 before beginning b=2-1/2" d product installation. c=2-3/4" 1- BC CALC®,BC FRAMER®,BCIG, d=24" a BC RIM BOARD rm, BC OSB RIM BOARD-,BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, 7 0/1 VERSA-RIM PLUS®, C VERSA-STRAND-, VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALCO 2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Double 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_02 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-40 psf 115 psf Tributary 09-10-12 AL BO 131 957 Ibs LL 957 Ibs LL 521 Ibs DL 521 Ibs DL Total Horizontal Length-04-10-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 04-10-00 Live 40 psf 09-10-12 100% Member Type: Floor Beam Dead 15 psf 09-10-12 90% Number of Spans: 1 1 Unf. Lin. Left 00-00-00 04-10-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 09-10-12 Moment 1785 ft-Ibs 21.3% 100`./0 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100`./0 End Shear 1108 Ibs 22.6% 100% 2 1 -Left Total Load Defl. U1717(0.034") 14.0% 2 1 Live Load: 40 psf Live Load Defl. U2652(0.022") 13.6% 2 1 Dead Load: 15 psf Max Defl. 0.034" 3.4% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Bolts are assumed to be Grade 5 or higher. of BOISE engineered wood Member has no side loads. products must be in accordance with the current Installation Guide Connectors are: 1/2 in.Staggered Through Bolt and the applicable building codes. To obtain an Installation Guide or if a=2" b d you have any questions,please call b=2-1/2" (800)232-0788 before beginning c=1-5/8" product installation. d=24„ a BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMTM VERSA-LAMO,VERSA-RIM@, C VERSA-RIM PLUS@, VERSA-STRAND- VERSA-STUDO,ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC®2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Quadruple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_04 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip:Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2 3 1 Standard Load-20 psf 110 psf Tributary 04-09-o0 f m 1 ' ;ci Wy ,F 1� , BO 131 2623 Ibs ILL 1844 Ibs LL 2036 Ibs DL 1462 Ibs DL Total Horizontal Length-11-11-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 11-11-12 Live 20 psf 04-09-00 100% Member Type: Floor Beam Dead 10 psf 04-09-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 11-11-12 Live 35 psf 04-09-00 115% Left Cantilever: No Dead 15 psf 04-09-00 90% Right Cantilever: No 2 Unf. Lin. Left 00-00-00 11-11-12 Live 0 plf n/a 90% Dead 80 plf n/a 90% Slope: 0/12 3 Unf.Area Left 00-00-00 11-11-12 Live 35 psf 01-04-00 115% Tributary: 04-09-00 Dead 20 psf 01-04-00 90% 4 Conc.Pt. Left 00-00-00 00-00-00 Live 779 Ibs n/a 115% Dead 574lbs n/a 90% Live Load: 20 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 9902 ft-Ibs 30.8% 115% 3 1 -Internal Duration: 100 Neg.Moment 0 ft-Ibs n/a 100% End Shear 2869 Ibs 19.4% 115% 3 1 -Left Disclosure Total Load Deft. U562(0.256") 42.7% 3 1 The completeness and accuracy of Live Load Defl. U1008(0.143") 35.7% 3 1 the input must be verified by anyone Max Defl. 0.256" 25.6% 3 1 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for B1 is 1-1/2". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions,please call Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. (800)232-0788 before beginning Bolts are assumed to be Grade 5 or higher. product installation. Member has no side loads. BC CALC®, BC FRAMER®, BCI®, Concentrated loads are not considered in side load analysis. BC RIM BOARD-, BC OSB RIM Connectors are: 1/2 in.Staggered Through Bolt BOARD-,BOISE GLULAMT , VERSA-LAM®,VERSA-RIM®, a=2" VERSA-RIM PLUS®, b=2-1/2" b CI— VERSA-STRANDTM c=2-3/4" —1— VERSA-STUD®,ALLJOISTO and d=24" a AJSTM are trademarks of Boise Cascade Corporation. i C • Page 1 of 1 BOISE- BC CALCO 2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Double 1 3/4" x 14" VERSA-LAM@ 3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\B_12 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1-10 12 Standard Load-35 psf(25 psf Tributary 08-04-0 r c AL r ; BO B1 2084 Ibs ILL 2084 Ibs LL 1587 Ibs DL 1587 Ibs DL Total Horizontal Length-14-03-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-03-08 Live 35 psf 08-04-00 115% Member Type: Roof Beam Dead 25 psf 08-04-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 13118 ft-Ibs 39.3% 115% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 08-04-00 End Shear 3072 Ibs 28.2% 115% 2 1 -Left Total Load Defl. U569(0.301") 31.6% 2 1 Live Load Defl. U1003(0.171") 23.9% 2 1 Live Load: 35 psf Max Defl. 0.301" 30.1% 2 1 Dead Load: 25 psf Notes Partition Load: 0 psf Design meets Code minimum(U180)Total load deflection criteria. Duration: 115 Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties Bolts are assumed to be Grade 5 or higher. and analysis methods. Installation of BOISE engineered wood Member has no side loads. products must be in accordance Connectors are: 1/2 in.Staggered Through Bolt with the current Installation Guide and the applicable building codes. a=2" To obtain an Installation Guide or if b=2-1/2" b d you have any questions,please call c=5" (800)232-0788 before beginning d=24„ a product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM—, C VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND- VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALC®2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Triple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_15 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf 11.5 psf Tributary 01-04-00 AL BO 61 707 Ibs LL 707 Ibs LL 1042 Ibs DL 1042 Ibs DL Total Horizontal Length-14-01-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-01-12 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 15 psf 01-04-00 90% Number of Spans: 1 1 Unf. Lin. Left 00-00-00 14-01-12 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 Unf,Area Left 00-00-00 14-01-12 Live 35 psf 01-04-00 115% Slope: 0/12 Dead 25 psf 01-04-00 90% Tributary: 01-04-00 Controls Summary Control Type Value %Allowable Duration Load Case Span(Location Moment 6187 ft-Ibs 25.7% 115% 3 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 1554 Ibs 14.0% 115% 3 1 -Left Dead Load: 15 psf Total Load Defl. U571 (0.297") 42.0% 3 1 Partition Load: 0 psf Live Load Defl. U1413(0.12") 25.5% 3 1 Duration: 100 Max Defl. 0.297" 29.7% 3 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Bolts are assumed to be Grade 5 or higher. with the current Installation Guide Member has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 1/2 in.Staggered Through Bolt you have any questions,please call (800)232-0788 before beginning a=2" product installation. b=2-1/2" b d BC CALC®, BC FRAMER®, BCI®, c=2-3/4" BC RIM BOARD-, BC OSB RIM d=24" a BOARDTm, BOISE GLULAMTm, NZ VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM, C VERSA-STUD®,ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALCO 2003 DESIGN REPORT - US Thursday,Jury 14,2005 11:13 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_18 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip:Hyannis, MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf i 15 psf Tributary 07-00-00 BO B1 1728 Ibs LL 1728 Ibs LL 1216 Ibs DL 1216 Ibs DL Total Horizontal Length-06-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-07-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam Dead 15 psf 07-00-00 90% Number of Spans: 1 1 Unf. Lin. Left 00-00-00 06-07-00 Live 0 pif n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 Unf.Area Left 00-00-00 06-07-00 Live 35 psf 07-00-00 115% Slope: 0/12 Dead 25 psf 07-00-00 90% Tributary: 07-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 4845 ft-Ibs 30.2% 115% 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 2236 Ibs 30.2% 115% 3 1 -Left Dead Load: 15 psf Total Load Defl. U1045(0.076") 23.0% 3 1 Partition Load: 0 psf Live Load Defl. U1781 (0.044") 20.2% 3 1 Duration: 100 Max Defl. 0.076" 7.6% 3 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 61 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Bolts are assumed to be Grade 5 or higher. with the current Installation Guide Member has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 1/2 in.Staggered Through Bolt you have any questions,please call (800)232-0788 before beginning a=2" b d product installation. b=2-1/2" = -3 � BC CALCO, BC FRAMER® c 2 /4" , BCI®, d=2 a BC RIM BOARD-, BC OSB RIM BOARD'rm, BOISE GLULAMT"' VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, C VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE- BC CALC®2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_3 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-35 psf i 25 psf Tributary 12-00-00 MW W IR VY BO B1 779 Ibs LL 779 Ibs LL 574 Ibs DL 574 Ibs DL Total Horizontal Length-03-08-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 03-08-08 Live 35 psf 12-00-00 115% Member Type: Floor Beam Dead 25 psf 12-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1254 ft-Ibs 7.8% 115% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100`.% Tributary: 12-00-00 End Shear 775 Ibs 10.5% 115`.% 2 1 -Left Total Load Defl. U7172(0.006") 3.3% 2 1 Live Load Defl. U12451 (0.004") 2.9% 2 1 Live Load: 35 psf Max Defl. 0.006" 0.6% 2 1 Dead Load: 25 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 115 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". Minimum bearing length for 81 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Bolts are assumed to be Grade 5 or higher. code-accepted design properties and analysis methods. Installation Member has no side loads. of BOISE engineered wood Connectors are: 1/2 in.Staggered Through Bolt products must be in accordance with the current Installation Guide a=2" b d and the applicable building codes. b=2-1/2" To obtain an Installation Guide or if c=2-3/4" 1 you have any questions,please call d=24„ a (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM C BOARD-, BOISE GLULAMT"' VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC® 2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: RR 128 Gosnold St.BCC: Level 2\13_5 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip: Hyannis, MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-40 psf 115 psf Tributary 01-04-00 zW, Ne BO B1 1765 Ibs LL 1765 Ibs LL 1003 Ibs DL 1003 Ibs DL Total Horizontal Length-09-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-07-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 15 psf 01-04-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 09-07-00 Live 35 psf 09-00-00 100% Left Cantilever: No Dead 20 psf 09-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-04-00 Moment 6632 ft-Ibs 47.5% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 2311 Ibs 35.9% 100% 2 1 -Left Total Load Defl. U525(0.219") 45.7% 2 1 Live Load: 40 psf Live Load Defl. U823(0.14") 43.8% 2 1 Dead Load: 15 psf Max Defl. 0.219" 21.9% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Bolts are assumed to be Grade 5 or higher. of BOISE engineered wood products must be in accordance Member has no side loads. with the current Installation Guide Connectors are: 1/2 in.Staggered Through Bolt and the applicable building codes. To obtain an Installation Guide or if a=2" b d you have any questions,please call b=2-1/2" (800)232-0788 before beginning c=2-3/4" —1 product installation. d=24„ a BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT"', BC OSB RIM BOARD-, BOISE GLULAMT/A, VERSA-LAM®,VERSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 •BOISE' BC CALC®2003 DESIGN REPORT - US Thursday,July 14,2005 11:13 Single 91/2" AJSTm 20 MSR File Name: RR 128 Gosnold St.BCC: Level 2\J_16 Job Name: Reef Realty Description: Address: 128 Gosnold Street Specifier: DPM City,State,Zip:Hyannis,MA Designer: Customer: Shepley Wood Products Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 115 psf OC Spacing 16" r ,4 02-09-10 AL13-10-14 B1,3-1/2" B2, 1-1/2" 535 Ibs LL 371 Ibs LL 276 Ibs DL 138 Ibs DL Total Horizontal Length-16-08-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 16-08-08 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 1 Conc. Lin. Left 03-06-10 03-06-10 Live 0 plf 16" 90% Left Cantilever: Yes Dead 60 plf 16" 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location OC Spacing: 16" Moment 1763 ft-Ibs 51.9% 100% 5 2-Internal Repetitive: Yes Neg. Moment -288 ft-Ibs 8.5% 100% 2 1 -Right Construction Type:Glued End Reaction 509 Ibs 44.5% 100% 5 2-Right Int. Reaction 812 Ibs 27.7% 100% 2 2-Left Live Load: 40 psf Cont.Shear 606 Ibs 52.3% 100% 2 2-Left Dead Load: 15 psf Total Load Defl. U626(0.267") 38.4% 5 2 Partition Load: 0 psf Live Load Defl. U855(0.195") 56.1% 5 2 Duration: 100 Total Neg. Defl. -0.147" 29.5% 5 1 -Right Support Max Defl. 0.267" 26.7% 5 2 Disclosure Span/Depth 17.6 n/a 2 The completeness and accuracy of the input must be verified by anyone Cautions who would rely on the output as Design assumes Top and Bottom flanges to be restrained at cantilever. evidence of suitability for a particular application. The output Notes above is based upon building Design meets Code minimum(U240)Total load deflection criteria. code-accepted design properties Design meets User specified(U480)Live load deflection criteria. and analysis methods. Installation Design meets arbitrary(1")Maximum load deflection criteria. of BOISE engineered wood Minimum bearing length.for B1 is 3-1/2". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAME),VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma p- 31h Parcel A)Parcel # Health Division Date Issued TOWN OF BA.RNSTABLE Conservation Division Fee Tax Collector 7405 MAY 26 PM 2: 00 Application Fee Treasurer t ' Planning Dept. 91VISION Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 1'�vl (50S/Y0G,0 �T Village Owners �S6,PiV Address Telephone / J j l Permit Request �- Al - z ap Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes O No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes O No Detached garage:0 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 0 No _ _If.yes, site plan-review# - Current Use Proposed Use BUILDER INFORMATION Name — �C AST Telephone Number L `��3� Jam) /+Address License# ad✓3 Z-pO Z�l SGi9�bo Z. Home Improvement Contractor# G eg) 7kit 16/,J- Me , Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO IGNATURE DATE `� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - f MAP/PARCEL NO. ! ADDRESS VILLAGE OWNER — DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL 4 FINAL BUILDING s E DATE CLOSED OUT m ASSOCIATION PLAN NO. 4 1 , • ! STUCCO CHIMNEY SMOKE DETECTORS REVIEWED - WBIALY.BAND TmICALTRIM: RAKES 12" BARNS T E BUILDING DEPT. DATE i X a FP,GIP, 1 X 6 RPKE5 W/ 12" 1 X 8 RPNCFiER =�- 1 ULD.(rYP.) W/CONT.VENT (1 X 10 FRIEZE BD. ASPHALT ROOF SHWGLES W/DENTL MOULD. ASPHALT ROOF SHINGiES X 6 RPKE FACIAON FRONT ONLY) w ouLD.(rYP. FIRE DEPARTMENT DATE V4BEDMouLD. ® ® BOTH SIGNATURES,ARE REQUIRED FOR PERMITTING X 5 CORNER- 1 . BOARD5(TYP.) 1 X 8 RAKE5 W/1 X 3 MOULD.(TYP.) 1 X 4 WIND.TRIM W/CROWN CAP ON FRONT ONLY I ® ®ul FRONT ELEVATION j 1 X 5 CORNER 1 X 5 CORNER . BOARD5(TIP) B0AR05(TYP) 1 H WHITE CEDAR 5HINGLE5 6 PNL F6ER.DR. BRKK 5TEP5 WHITE CEDAR 5HNGiE5 4"CONC.5LA8 1 X 4 WIND.TRIM WHITE CEDAR 5HINGLE5 0 4"70 THE WEATHER W/PdA5TER TRIM AS PER SPECS. 0 4"TO THE WEATHER WBRICK EDGE W/CROWN GAP 0 4'TO THE WEATHER ON FRONT ONLY STUCCO CHIMNEY WBLP,CK BAND 12" ASPHALT ROOF SHNGLES 12" ® TYPICAL TRIM ASPHALT ROOF SHINGLES 1 X 8 FACIA 1 X 8 PLANCHER 1 X 8 RAK.E5 W W/CONT.VENT ® 1%3 MOIAD.(TYP) ASPHALT ROOF SHINGLES 1 X 8 FRIEZE BD. W.CS. 1 1/4 BED MOULD. ® 1 X 5 CORNER® W.C.5. ® ® W.C.5. 130ARD5(TYP.) i X 8 RAKES W/1 1%8 RAKES W/ 1%3 MOUD.(Tl1') ASPHALT ROOF ® DEAR ELEVATION WHITE CEDAR SHINGLES ®® 0 4"70 THE VJEP,THER W.C6. ® ® ® W.C.5. ® ® W.C.5. 1 WHITE CEP, SHINGLES 1 X 5 CORNER 1 X 5 CORNER ® W.CS. 0 4"TO THE WEATHER BOARDS(TYP) BOARDS(TYF) WHITE CEDAR SHINGLES 0 4"TO THE WEATHER WHITE CEDAR 5HINGLE5 NO RAJUNGS 0 4"TO THE WEATHER PATIO CONC.PATIO RIN5E SHOWER& DRESSING W/4'. SIAB&ENOL05URE REVISED: 7/5/05 128 GoSnoW Street, Hyannis - REVI5ED6/30/05 Scale:1/4"=1`0" 1 Or—by - REVISED. 6/20105 REEF REALTY LTD. REVISED.6/16/05 Date: 4/19/05 George Rucoae REVI /SED 6/7/005 ELEVATION VIEWS jAl OF 5 12" 5 1/16"1 ROOF -5PHALTROOF ® P5PHALT ROOF SHINGLES 12" WL5. 1 12" ®® RAKE ASPHPJ.T ROOF SHINGLES W.C.s. RAKE OUT 8"ON BULT OUT �V5-6O6 �V5-606 RAKE 8"ON GARAGE ONLY GARAGE ONLY 121. ASPHALT ROOF F5-606� SHINGLES 5" W.CS. 1 X e RAKES W/ 1 X 3 MOULD.(T7P) 1 X B RN ES W/ 1 X 3 MIX1D.(TYP) Q VJ.CS. 1 X 5 CORNER ® WHITE CEDAR 5HINGiE5 BOARDSR(TYP) BOARDS CORNER Q O O wCS BOARDS NEE W.CS. W.C.S. 1 X 5 CORNER 0 4"TO THE WEATHER WL.S. ®®®® ®®® BUPRDS NE? WHITE SHIN�AR BOARDS INNER FM 7 BRICK STEPS OEM= ®®® 0 41AS PER SPECS. BRICK 5P 5 OEM= ®®®® NO RALINGS A5 PER SPECS. I LEFT ELEVATION RIGHT ELEVATION I 24'-O" td-id' ,2' 1d-10" 3'-6" 7'-2" a a D ® o ATTIC DEMOOM 3. BEDROOM 2. 1'r 2,-4„ 10'-5"x 12'-10" 10'-5"x 12'-10" o DUNE(TYP) N C-G.QFxr ' LINE CM "-i"� � FLUE 1 d_81/4 4 - -- ---_ 5EPROOM 4. ® 993 SF.LN.AREA 11 HALL i_o ® �I � .2'-0"�3'- '• i� N 12'S"x 12' 1" 11 ®14'�'x✓�' ® ATTIC W BATH � � � AT11C , b 0.G.QF B0NU5ROOM ---1 aG.aIP uNE(rYP) 13'-9"x 23'-1" I _ LINE(TYP) b b ATTIC OI 1----I 1v 0.G.0.P LINE(TM 12 ATTIC m m 2'-d 3-0' it 11 SMOKE DETECTOR O 24'-0" SMOKE DETECTOR 24`°" 7/5/05 128 Gosrnol d 5treet Hyannis PHoro¢EaR�c REVISED. � KEVI5M 6/30/05 Scale:1/4"=V-0" Or—by: REVISED:6/20/05 REEF REALTY LTD. REVISED: 6/115/05 Date: 4/19/05 George Rusc as REVISED 6/10/05 REVISED: 6/7/05 2ND FLR. & ELEV. VIEWS A2-OF 5 - 79-0 9 ®SMOKE DETECTOR 6'-8 1/2" 12'-O' 22'-7" 2'-9"-X--4'-3"- -4'-3"4 2-1" 10'-4" 13'-4 1/2" so SMOKE DETECTOR I ® PHOTO ELECTRIC 12,x 14, CONC.PATIO [-2'-9" 4'-3" �3"®22'-9'' RINSE SHOWER ENCLOSURE5UNROOMPATIO 9-4 Hr."Iw/4"s s a BENai sEAr-3' 13'5"x 13'9" �DST� TH15M4"IN DRS. TYPE 517?F ROUGH OPENING O51w, ® THIS HANG ' A 2 LITE FIBER.DR. 3'-0"X 6'-8" 3'-2 1/2"X 6-10 1/2" a , FUTURE , m ,, ,, , B 9 LITE FIBER.DR 3'-0"X 6-8" 3'-2 1/2"X 6'-10 1/2" 10'X 10' i NO RALINGS i i i ' HOT TUB ' ''--- ' C HINGED PATIO FWHE068 6-0 6 ""X '-8 D INT.HINGED 2'-6"X 6'-8" 2'-8 1/2"X 6'-10 1/2" STEP a 13'-0"FROM FIR LAUNDRY = E INT.HINGED 2'-8"X 6'-8" 2'-10 1/2"X 6'-10 1/2" tt2 ; �V iig�"s'' m F INT.51-FOD 5'-0"X6'-8" 5'-21/2"X6'-11 1/2" 11'-2 i/2" 8'-3" , , 6b z6'-1" Q G 6 PH IL.STL.OR. 3'-O"X 6'-8" 3'-2 1/2"X 0-10 1/2" /2" SEAT H INT.HINGED 2'-4'X 6'-8" 2'{1/2"X 6'-10 1/2' ----------------- _ _______ -__ J NT.FRENCH 6'-0"X 6'-8" 6-2 1/2"X 6-10 1/2" 15'-1 3/4"-- i�1---.-- ( I�--1 , �`--5'6 3/4" 8'-1 3/4"- ---,�5TP LG , K 5TL FIRE DR 2'-8"X 6'-8" 2'-1 O 1/2"X 6'-1 O 1/2" I _ l�J a tt2 ®� uP D 1 a® ® L INT.BI-FOID 31-0"X 6'-8" 3'-2 1/2"X 6-1 1 1/2" -------- M FLU-DOWN EXCEL&'-9" 25 1/2"X 54' 00 KITCHEN CLG.aB nG.cw i M.BEDRQOM p l'-1O"x 13'-7" ; UNE(hP.) LNE".) a " c 14'9"x 15 1" I NOOK FAMILY ROOM I y iP 4 3 ' 16'-O"x 17'-5" I o x 12'OVERHANG P ' O y. FIRFFLAOE R.O.= - 6 N m 2'-3" ON COUNTER VAliTFD QL.® ^_ 12'-0°FROM R.R. 0 41"W X 39"H 3 3' " 4'6 1/4"-f2'-4" 1l'-01/4" 2'-4" MENDOTA DXV 45 "� 3 WDW, TYPE SIZE ROUGH OPENING 6 FALSE RAFTERS TO GAS FREPLPGE ® a EAre EQUAL vaiT a w 12 X 35tt A36 sn.BM. 1 DOUBLE HUNG TIN2446 2'-6 10'X 4'-8 /8" ON .. ---- -------------�-- o #1 BELOW J5T5.A5OVE '- --- - - -- ---- G) CLo5ET CLOSET a 2 DOUBLE HUNG TW2432 2'6 1/8"X 3'4 7/8" z.,.,y.�. o Z.-,.,y.7. EX1ENP WALL TO - a -—-—-—-—- -—-__ 3 DOUBLE HUNG TW2852 2'-10 1/8"X 5'-4 7/8" ® r.AIPPORT RAFTERS 4 X 4 a 0 x ___ P05T 4 DOUBLE HUNG TW2&52-2 pkt. 5'-9 3/4"X 5'-4 7/6" m^ W"-IN 5 CA5EMENT CN235 3'-5 1/4"X 3'-5 MY - � CLOSET ;, o GARAGE 6 DOUBLE HUNG 2446-2 pkt. 5'-1 3/4"X 4'-8 7/8" � HALL I' 4;1 b 23'-5"x 23'-1" I � 7 DOUBLE HUNG 2446-2 4'-1 1 13/16"X 4'-8 7/8" M eA.rH I I FARMER5 PORCH - n.2,va.r 4'-3"z 13'-7"„ © DINING ROOM 1 _�+ b 8 FIXED UNIT FLEX-FRAME 4'-1 1 3/4"X 4'-&7/5" 15'-1 O"x 4'-7" 15'-5"x 13'-7" I 0 8a ARCH-TOP AFFW503 4'-1 1 3/4"X 3'8 1/4" a7" 9 TKAN50M DHT24111 2'-61/8"X2'-170' - - - --- - - - - — _ - - -- - - - - - TOP.- - - -AF 3045 - - --- -- — ---- I x 10 ARCH TOP AFCP3045 3'O.1/2"X 4' 10.1/8" (2)2 X1z- -3 11 DOUBLE HUNG a m HEADER ABOVE - ----- - 12 VELUX 5KYLIGHT F5-30& 30 1/2"X 55 1/2" 15'-10" 13 VELUX SKYLIGHT F5-606 44 3/4"X 46 7/8" 14 VELUX 5Y.YLIGHT V5-606 44 3/4"X 46 7/8" K.O.'5 FOR AN OERSEN HP TILT-WASH WNPOWS.VERIFY ALL.MEAS. 4' ® 7-3" © 3'-9" 6'-2®6'-10"©6'6"©4'6" 2'-0® T-1 1" 6'-1" 6'-6"�1 l'-O„Q 6'6" 15'-0" 24'-0" 79'-0' U5E 6-011 5TUD5 ON 15T FLR. ONLY 2646 TOTAL 5F.LIV.AREA,584 5F.GARAGE,280 S.F. FIR5T FLOOR FLAN PATIO,80 5.F.FARMERS PORCH&165 5.F.CONC.PAM 1653SF.LIV.AREA REVISED: 7/5/05 128 GosnoW Street, Hyannis REVISED. 5/30/05 Scale:1/4"=1'-0" Drawn by: REVISED: 6/20/05 REEF REALTY LTD. REVISER 6/16/05 Datei 4/19/05 George Ru55a5 REVISED 6/10/05 REVISED. 6/7/05 FIRST FLOOR FLAN A3 OF 5 I%6 COLLAR 2 X 12 RIDGE(TYP.) TIES W 4B"OL. 2%12 RIDGE 15#FELT(TYP.) R-35 IN5U- 12" 12" IN FLAT QG. ATTIC 1 TY?) " R-38 INSUL IN ATTIC ASPHALT ROOF FLAT 0.G.(T17) 12" i"VENT HOLES Rw`"D•(T-(P) 15#FELT(TYP.) 0 0-05EP BAYS 2%10 RAFTERS 2 X 10 RAFTERS P-30 INSLL IN %8 O.G.isrs, I H2.5 CLP5®EA 2 X 8 COLLAR 0 16"O.C.Mr.) ®16"OL.(W,) SLOPES(TY'� w 1 G"oc(TYP.) 1/2"COX VAULTED RAFTER TIE5 0 48"oL. FLYWD.(YP.) &INSTALL BAFFLE MENDOTA OXV 42 R-301N5UL W 2 x 1 o RAFTER .=S BONUS RM. R.O 41"W X �D ( ) a oPES(w.) ®16"OL.(TYi'.) ® m 2%10 RAFTERS 39"H X 20"1) I I t I TYPAR HOUSE ATTIC 3/4"i&G FLYWD. ATTIC @ 16"O.C.(TYP.) TYPAK WRM(HOU),SE #2 2%8 COLLAR QU"T&NALED TIESw db WRAP( ) 1/2"COX 1/2"COX 11/B"RIMJ5T. PLYwv.(TYP.) 5UN ROOM LAUNDRY RY`ND.(TYPJ R-13INCLL #2 R-30 INSUL R-131NSLL. 9 15 AJ520 PLR. (TYP.) (TYPO 16"0 INSTAL 3/4" 2 X 4 X 8'-1 1 3/4" 3/4"T&G FLYWD. 2 X 4 X 8'-1 1 3/4" I 9ffli 5T5.�16"O.C. 1/2"COX SHIM UNDER 1/2"CDX R.YWD.(TYP.) 5TUD5 0 16"O.C. GLUED&NAILED 5TUD5®16"OL. PLYWO.(Tyr,) R-13 INSL'l. EN GARAGE ® ®HOUSE 2 X 4 5TLD5 2 X 4 STUDS �� �P.T-2 X 6 W/ R-19 INSIA_. R-19 WSLL *16'.O.C."..) 16"OL. 9 1/2"PJS20 F.R. SEAL SILL 4"CONC.FUR.OVER DAMPFROOF (TYP-) J5T5.ID 16"OL. (TYR) COMPACTED 5OLL5 D W/2"PITCH TO DR. BELOW GRADE BEELOWLOW GRADE U 135M'T. 135M'T. &X 3'-9"CONC. 8'X 3`9"CONC 4"CONC.RR.OVER 8"X 7'-10"CONC. P.T.2 X 6 W/ 8"X 7'-1 O'CONC. FOUND.WALL5 SEAL 5LL UNEXCAVATED SOIL FOUND.WALLS 6ML POLY 13AKRIOFZ FWND.(TYP.) 16"X 9"GONG.) (TYP.) FOUND.(fYP.) &COMPACTED SOILS �') W/KEYWAY(TYP.) MENDOTA PW45 DETAIL SCALE 1/2"=1-0" 16"X 9"CONC.FTG5. 16"X 9"CONC.FTG5. W/KEYWAY"..) W/KEYWAY(TYP.) CR055 SECTION 4 CR05S SECTION 2 X 12 RIDGE(TYP.) 511161, ASPHALT ROOF 12" 15#FELT EDP•) 1 X 6 COLLAR 2 X 10 RAFTERS 12" - TIES @ 48"O.C. 0 10-OL.(TYR) 2 X 12 RDGE(TYY.) 1 x 6 COLLAR TIES 0 48"OL. 1/2"FLYWO.(TYv) ATTIC 12" 12" ASPHALT ROOF ATTIC 2 X 8 CLG.J5T5 TYPAR HOUSE 0 16--O.C.(TYP.) 2 X 10 RAFTERS 2 X 6 CLG.J5T5 WRAPOW.) 15#FELT(rnJ R-381N5UL W R-30 WSIA.W La 16"Of,(TYP.) ❑0❑� RAT 0-05.OW..) @ 16"OL.(TYP.) 1/2 COX 1/2"FLYWD.(TYP.) GLOPES".) 11 a PLYWO.(m) R-38 IN5L R-301N5L IN R-131NSUL FLAT CLGS.INY P) SLOPES(m..) BEDROOM J (TYP) r =- H2.5 CUPS®EA . VAULTED RAFTER 3/4"T&G FLYWD. 2 x 4 X 7'4" 2 X 10 RAFTERS BEDROOM 4. z x 10 RAFTERS &INSTALL BAFFLE TO BE GLUED(TYR) 5TUD5 16'O.0 0)16'.O.C.(T)PJ R-13 0 16"D.C.(TYP.) 6LOCK5(TYP.) STAIRWELL ATTIC 3/4"T&GRYWD. ATTIC TYPAK HOUSE TYPM HOUSE T03E GLUED(TYP.) WRAP(TYP.) 9 1/2"AJS20 JST5. WRAP".) ❑� 112 COX FOYER 016 TYPAR HOUSE ❑0 FLYWD.(TYP.) 1/2 CDX WRAP(TYP.) R-30 INSTIL 9 1/2"AJS20 JETS. TY SE KITCHEN 2 COXR.riW.(TYP.) (TW.) ®16 - AF 9-13 W5UL. _ .._ _ _.-_ .. _ .. __. -.._ R-13 W51J1. .. ... .._.__ _ _FLYAV9 _H-YWDX(TYP 1 (rn.) STA,IRWELL (rYP.) M.BEDROOM ) M.BATH R-13 IN50. R-13 INaL 2 X 4 x 8'-1 1 3/4" I 3/4"i&G R.YWD. 2 x 4 x 8'-O'STUDS GYP) (ny) TO BE GLUED(T)P.) 16"OL.(TYP,) 5T1A5®16"OL. _ __ 2 X 4 X 8-O' 3/4"T&G FLYWD. 2 X 4 X 8-0" s v2_A1S2o J5T5.eeraw 5TUD5 16 O.C. TO BE GLUED(TYP.) 5TUD5 16,O.C. 1 1/B"RIM JST. R 191N9UL m (2)1 3/4"X 9 1/2'.-9 1/2"AJ5-20 J5T5. Mr..) VL 3100 SP GIRD. p 16 OL.(TYP) 1 1161,RIM J5T. O 9 I/2"PJS20 JSTS. DAMP PROOF DAMV PROOF R-19 WSt1L 2 1 3/4"X 9 1/2" BELOW GRADE B5M'T. BELOW GRADE PAW PROOF (�) VL 3100 SP GIRD. 0 16 O.C.(TYP) DAMP PROOF B5M'T. 8'X 7'-10"CONC. 8'%7'-10"CONC. FOUND.WALLS 3 1/2"LA�LLY 4"CONC.F.K.OVER FOUND.WALL5 6ELOW GRADE B5M'T. B5M'T. BELOW GRADE 6ML PIXY BPRRIOR 8'X 7-10"OONC. 8'X 7-10"CONIC. •) Cam' .) &COMPACTED 50LL5 ) - 4"CONC.FUR.OVER FOUND.WALLS 3 1/2"LN.LY FOUND.WALLS (TYP.) COLS.".) 6MIL POLY BARRIOR (TYp.) - ROOF OVERVIEW&COMPACTED 5O 5 30"X 30"x 11 COL 16"X 9"CONT.CONC. SPREAD FIGS.(rm) FIGS.WiKEYWAY(TY'P.) SCALE 1/8"=V-0" 30"x 30'%10"COL 16"%9"CONT.CONC. SPREAD FTG5.(TYP.) FTG5.W/KEYWAY(T)P.) CR055 SECTION CR055 SECTION 128 Go5nol d Street, y H anni5 2 REVISER 7/5/05 REVISED: 6/30/05 Scale:i/4 1'-0" D"A " REVISED: G/20/05 REEF REALTY LTD. REVISED: 6/16/05 Date: 4/19/05 George Ru5ya5 REVISED:6/7/005 CRO55 SECTIONS A4 OF_5 1 79'-0" 38'-3 1/2" 7'-0" 7'-0" 104" 6-8 3/4" 6-7 3/4" I - i i 1 PATIO ABOVE I I I GONG.PATIO . - -- - 10"50N-TUE FG5. '- `ABOVE 48"BELOWG Y8J :r (2)1 3/4"X 9 1/2" VL 3100 5P GRD. ..� .I 2 X 4 WPSN ' 9UND L T-1" FC'3 1/2" O6 X .1 iOD rD I — SPREAD O JOINTS AJ5 2 ------------- ------ —————— ----J 0 I I I I I I L �— ---------- ---------- — ------------ -- --- &^ /Job �—o_i 8„X7'-10"CONC.FOUND. 38'-10 1/4" FKT' / - r �- --I D- WALL5 ON 16"X 9"CONC. ` I 3 1/2"COL5.ON o P d. SPREAD FTGS.W/KEY ip 8"X 7'-10"CONC,FOUND. SEE DETM 41 r Q " 30"X 30"X 10" —------ ,- < ` .. I WALL5 ON I G"X 9"CONC. m CONIC.FIGS. ------ .-: 8"X 3'-9"CONIC.FOUND. a SPREAD FTGS.(TIP.) 0 4 w I r------ 1 7-0 3/4" 6'-7 3/4" I WALLS ON 16"X 9"CONIC. I o 4"CONIC.FUR.OVER o '� o c9 I ::m SPREAD FTG5.W/KEY p 4"CONC.FUR OVER a I I (2)#5 RE-ROD 0 p i9 iD 6 ML POLY BARRIOR N a 0 6 ML POLY BARKIOR a I I'-8" NOTE I I TOP&BOTTOM _ �n 8 &COMPACTED 50L5 B = tD &COMPACTED 50L5 e I 3 1/2"COLS.ON 8 I L INSTPLL JSiS.UNDER OR ALONG SDE OF I I o °1 °1 m I PARTITIONS RUNNING PARALLEL TO J5T5. �e 3d'X 48"X 10 (2)1 3/4"X 9 1/2" I_ &GABLE RIM BD5 OR USE SOLID BRIDGING 6 CONC.FTG. (2)1 3/4'X 9 1/2" VL 3100 SP GIRD. I ar (2)#5 RE-RCO VL 31 DO EP GIRD. 0 4'O.C.FOR RIJMBWG AGCF ) ' Z? b = TOP&BOTTOM in 7'3" 6'-0" 6'-0" 6'-0" 5'-101/4" 8'-1 1/4" 8'-4" J I I ,p. BM. �— PKT. -— I a l I I I I _— I I I I BM. I I 4"LONG FlP OVER I I ---• - - --- 10"WALLS TO CREATE 2" .. ..—I. -). ..—r. '- - LPE OF FRAME FKT. iv I LEDGE FOR SLAB ABOVE COMPACTED 5OL5 I m= m --) L— ON 70P _ 3 1/2"COLS.ON -_ - I W/2 PITCH TO DR - -------------- I (2)1 3/4"X 9 1/2" 30"X 30"X 10" I I VL 3100 EGIRD. CONC.FTG5.(fIP.) '�" w 10"WALL o FOR LEDGE 15-e" o"WALL GARAGE csWALL DETAIL WALL DETAIL 4"CONC,FLP W15RXx EDGE a I I FOR LEDGE I = D 1 D 3 I : m a I 'I ABOVE OYER COMPACTED SOILS I .. I SCALE 1/2"=I'-a' scALE vr'=r-0° I .: L_--------_ _ —J I _ I I. - --- i.. #4 RE-RCO . ._8"-X3.9"-CONC.F0UND.--8"X 7'-10"CONIC.C.FOUND: - - - - -- ----I. II. .- - - - - --- ------ --'----. -- - ----- _._._..___.- __ - - -- - --- ...__ ----.- ®JOINTS WALL5 ON 16"X 9"CONC. WALLS ON 16"X 9"CONIC. I I b SPREAD FIGS.W/KEY(TYP.) SPREAD FTGS.(rYP.) I I I I I SEE PETAL 0.1 ---------------- - -_ SMOKE DETECTOR - - - O 5o SMOKE DETECTOR PHOTO F-ECTRG SEE PETAL 0-2 '-2" -4'-O' >14 15'-10" lie 16-0" 24'-O" 4) 79'-O" FOUNDATION PLAN REVISED. 7/5/05 128 Go5nold 5treet, Hyannis REVISED:6/30/05 Scale:1/4-1'-O" Dr—by REVISED: 6/20/05 REEF FEALTY LTD. REVISED: 6/16/05 Date: 4/19/05 George RurcA5 REVISED:6/7/005 FOUNDATION PLAN A5 OF 5 � L � � � � � � �� ' ���' Mu pule Member Beam Multiple Miml7er Beams Joist hanger LEGEND Side Loaded Connection Side Panel Side Loaded Connection REVISIONS: BY: Bearing , ------- - 1 3/4"Verse-Lam Tod nail rim board to plate w Ah 2/'(tad)nails at 1/2' dla. Bolt(b) Nail Pattern Use 3"(i0d)mails at 6"o.o' 6"o.c.or with 3'/2"(16d)nails at 12"o.c. Rimboard and AJS ''side-by-site. Wall S elow Nail rim board and rimjoist with Max.Uniform Load (Ibs.per lin.ft.) t6d commCn nails. 2%"( )Halls at 6"o.c. Numbilr of 12"0.0. Mak.Uniform Load 24 o.c. 12"o.c. 6"o.c. See chart ' Members (Ibs.per In.ft.) Nail each end Bearing Wall Above 1 3/a''versa-Lam with 1 -3' g 2 500 1000 2000 Members f 2 rows 3 rows (10d)nail Load Bearing _ — _ 5—��— — _ — — _ Bolt Spacing t Bolt(b) 3 375 750 1500 2°Min. 2 520 780 Walls Non-Bearing Wall Below �® y 4(a) 330 670 1330 3(a) 890 585 / 2' min. II 0) , Nd n-Bearin Wall Above (a)7"w ide members must bd loaded from both sides. g (b)Deslgn values apply to common bolts(grade 5 or higher) (a) Nail pettern for 3-piece member must occur oh both sides. Use latw ashers each side and drill holes 1/2"dia. 1'/z" minimum end bearing length Solid block all posts from Staggered -- - (c)Alive lues in the table abobe may be increased 150A for Snow loaded roofs al above to bearing below. 25%for non-snow roofs w here code allow s. Nail values may be increased by 15%for snow-load at all flbor land roof details. 1-2Yz"(8d)nail for roofs and by 25%for hon-snow roofs whbre each joist flange Versa-Lam Post Below Lost Above building code allows. LVL beam ® Multiple Member Connection Bolt Multi le Member Attachhient at End F19_Connection Nail F13-D - - kin .Panels at Interior Bearing Pdst Load Transfer Rim Board LVL Header 0 pen Exterior End F Wall Support 5 0 '', -- �49 N.T.S. F13-E - �'14- F13-C N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T,S. Post Above & Below 0 Level 1 Frtming Schedule-Nominalized - Mark Qty Description Length C/) 1 11 9 1/2"AJSTM 20 MSR 34'0" Z 0 - - LU LU p 2 16 9 1/2"AJSTm 20 MSR 28'0" 2 1 J - --- -- LU — W_ 3 12 9 1/2"AJSTA4 20 MSR 24' 0" Imo.. � W LL =4 1 9 1/2"AJSTM 20 MSR 20'0" Q � Lu LLI = W CO 1-- 5 2 9 1/2"AJSTM 20 MSR 16'0" O z 6 3 9 1/2"AJSTM 20 MSR 14'0" J ~ Q 7 5 9 1/2"AJSTM 20 MSR 12'0" 20 8 1 9 112"AJSTM 20 MSR 10,0" 9 4 9 1/2"AJSTM 20 MSR 8'0" 10 1 9 1/2"AJSTM 20 MSR 6 0" li i I I 11 3 9 1/2"AJSTM 20 MSR 4'0" 12 1 3/4"x 9 1/2"VERSA-LAM(F�)3100 SP 42'0" I � I l 1 20 13 1 3/4"x 9 1/2"VERSA LAM(R 3100 SP 16 0" !!�7 i 1 f" f v 20 ` 1 14 1 3A''x 9 1/2" VERSA-LAM(R)3100 SP 14'0" NOTE: II +I i1 THIS LAYOUT IS FOR ESTIMATING PURPOSES ONLY. { I I 20 15 '4"x 9 1/2"VERSA-LAM®3100 SP 12' 0" I 1 NO PROFESSIONAL ENGINEERING HAS BEEN DONE16 1 3/4"x 9 1/2" VERSA LAMCR?3100 SF' 0' 0" OIL IMPLIED. i I 314"x 9 1/2"VERSA-LAM( 3100 SI TO" DESIGN ASSUMLS ALL GENERATED ROOF AND CEILING I Notes: LOADS TRANSFLR TO EXTERIOR WALLS, EXCPET WHERE 'p 1 20 18 2 1 3/4''x 9 112" VERSA-LAM'k)3100 SP 4' 0" --`...... NOTED. ! I Shop dtawings, typical d6tails 9 9 9 9 19 BLK 9 1/2"AJSTM 20 MSR 66'0" and framing plans, outlining START FRAMING HERE installatioh proceduret and unit Level 1 Al 7 j 20 TL 1 1/8' k 9 1/2'BC OSB RIM BOARDT"'t2l6'b" 9 1/2"AJ5 20 Blk. 1 identificaltion marks, Shall be 16"OCS III 20 ij13(2 1 submitted for approvdl by the -- -- — -- -- — — -- — — - - — — -- — — _— ' ———— — _ — - -- --- - -r -------------1 t eng ineer. r. I - projec architect and/or pine 19 17(2) Exact quantities and leh the are - Below Framed I I p g [design Calcl I I the responsibility of the contractor. 1/B-22 1 Contractor is to verify All beams 15(2) I 1 and joistb at their exact locations. I The floot system (1-joist, LVL) are till _____ _ — —— — — — _ _ ___ I designed for floor loads only, I 1 I r 20 Roof loads from rafters, bracing, and beams must bear on exterior 20 walls and interior walls With bearing 1 straight through to a fodting. Any 1 roof loads carried by the floor system must be sb indicated on the framing I 20 plan submitted to us fog'take-off. 8 2) 5 5 Product to be stored, halndled And t 20 t i installed in accordance with 4 t manufacturer's recommendations. 110' 20 Blk. I _ _ Warren 12(2) 3! 3 3 3 3 3 3 3 3 3� 3 3 � ---- .`_- '---- __ .... 19 13 2 , 20 Belowv Framed 19 1 20 O 4.L� � _-_ I Design Galc , 1 ________ I 1/B��o ff Company Blk. 1 LBeIoW Framed, , II Design Calc , 16(2) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 1 1 1/13 19 t 1 t Al-1 14(2) 20 I - I I 11 8 , � � I t , 1 ' t I t 6 Trasir D11 I I ' 18(2) H2 -- -- - -- - 20 20 H3- I cn c- N ( 1 U 20 ( 1 O O CU 11 11 11 i I 11 -4 - - -- -- - - i-- -- - -- - - - - L-- -- -- ------ ------------------- --- - - -- -- - -- - - - o Q) o U) 20 E LevelCU 1/4" = V-0" Level 1 Accessory Schedule Mark Qty Manufacturer Product Description - - BC FRAMER® 2002 H2 2 Simpson Strong-Tie Inc. HWU3.56/9.6 3-1/2 x 9-1/2 V-Lam Top Flange - - _- - - --- H3 6 Simpson Strong-Tie Inc. ITT39.5 2-1/2 x 9-1/2 Top Flange SCALE: 1/4" 1'-0 rr DATE: 7/14/2005 BY: DPM FILE: Reef 128 Gosnold Street.bcf DWG: SHEET: 1 / 2 Last Saved Date: 7/14/2005 10:59 AM Print Date: 7/14/2005 11 :13 AM Multiple Member Beams Multiple Loaded Con Beams Toe Hall rim board to plate W Ah 2/z (8d)Wads at Joist hanger Side Loaddd Connection � REVISIONS: BY: Wall B Side LoSded Connection 1 3/4"Versa-Lam AJS"'Blocking Panel. , , 1/2"dla. Bolt(b) Nail pattern Use 3"(10d)nails at 6"ox Rim board and AJS "'side-by-side. Bearing Below Nail rim board and rimjoist with ' — - Max Uniform Load 6"o.c.or wdh 3%"(16tl)nails at 12"o.c. (lbs.perlln.ft,) 16d common nails. 2%s"(8d)Halls at 6''o.c. 24 Numblir of „o.c. 12"o.c. 6" -12 o.c.o.c, See chart Max Uniform Load Members (Ibs.per In.ft.) Nail each end Bearing Wall Above 13/4''Verta-Lam' '' ' Numberdf with 1 -3" "- '- -' -- -I 2 500 100d 2000 Members 2 tows 3 rows (10d)nail Load Bearind L — — — — — — _ — — .,,, _ _ Bolt Spacing 1/2"dig. Y Bolt(b) 3 375 750 1500 2"min. 2 920 78o Walls Non-Bearing Wall Below ® ® i 4(a) 330 670 1330 3(a) 990 585 2"min. 5,� o Non-Bearin VVallAbt�1/e (a)7"W ide membe rs must bd loaded f ro m both s id es. g (b)Des'gn values apply to common bolts(grade 5 or higher) (a) Nail pattern for 3-piece mbmber must occur on both sides. Use slat w ashers each side and drill holes 1/2"dia. 1'/2' minimbm end bearing length Solid block all posts from Staggered (c)All Vhlues in the table above May be increased 15%for%now loaded roofs al above to bearing below. 25%for non-snow roofs w hate code allows. Nail Values may be increased by 15%for dnoW-load at all floor land roof details. 1-2'/"(8d)nalfor roofs and by 25%for hon-snow roofs where each joist f ngs Versa-Lhm post Below post Above Building code allows. LVL be2m • AttaChh7er►t_at End N.T.9 kin Panels at Interior Bearih Post Load Transfer ` Rim Board LVL Header Opening !� Exterior End Wall Support Multiple Member ConnectionN.T S Multiple Mdmbdr ConnectionN.T SI F13-D N.T.S. N.T.S. N.T.S. N.T.S F50 -- 0!49 F13-E FO$ (14-A F19 F13-�; N.T.S. Post Above & 13elow ' Level 2 Frbming Schedule-Norhinalized -- - - Mark Qty Descriptioh Length W 1 21 9 112"AJSTm 20 MSR 28'0" Z 0 W W p 2 10 9 1/2"AJST" 20 MSR 26'0" 2 E J W — W_ 3 12 9 1/2"AJSTy` 20 MSR 24' 0" WE 1.1- D W 4 2 9 1/2"AJSTm 20 MSR 18,0" z Q LLJ = 5 4 9 1!2"AJSTm20 MSR 16' 0" W CO F- 2 0 Z 1 6 7 9 1/2"AJSTy` 20 MSR 14' 0" J F- NOtE: Q VERTICAL PLACEMNT 7 3 9 1/2"AJSTy` 20 MSR 6'0" OF THIS BEAM TO BL VERIF11 D IN FIELD 8 4 9 112"AJSTm 20 MSR 4'0" 13(2) 9 1 3/4"x 9 112" VF- 1 Ark 3100 SP 16' 0" 10 3 1 3/4"x 9 1/2"VLksDP, 3100 SP 14' 0" 11 6 1 3/4''x 9 1/2''VERSA-LAM®3100 SP 10' 0" 3'S-1/2" 12 1 3/4"x 9 112''VERSA-LAM®3100 SP 8'0" 13 1 3/4''x 9 112"VERSA:LAMn 3100 SP 16(2) _Ridge Beam 14 1 3/4''x 9 1/2"VERSA-LAM®3100 SF 0'' NOTE: Design Calc THIS LAYOUT IS FOR ESTIMATING PURPOSES ONLY. 2/13-12 152 1 3/4"x 9 1/2"VERSA-LAM(RD 3100 SP 2'0" NO PROFESSIONAL ENGINEERING HAS BEEN DONE 16 1 3/4"x 14''VERSA-LAM(R)3100 SP 16' 0" OR IMPLIED. DESIGN ASSUMES ALL GENERATED ROOF AND CEILING Notes: LOADS TRANSFER TO EXTERIOR WALLS, EXCPET WHERE 18 BLK 9 112"AJSTm 20 MSR 64' 0" --------- NOTED. Flush Framed - _--- _----- - _T Shop dtawings, typical details START FRAMING HERE Flush Framed 19 TL 1 1/8"x 9 1/2" BC OSB RIM BOARD and frhming plans, oaltlihing 1M b"Design Calc Design Calc START FRAMING HERE FLush Framed g 2/B_04 Level 2 A2 installatioh procedure3 and unit Level 2 Al 9 1/2"AJS 20 r 211301 NOTE: 9 1/2"AJS 20 identificdtion marks, shall be — — - 12 I Design Calc - __ 1 1 submitted for approvdl by the 160�'OCS III 19 - O_ 2/13�18 - 19 SUPPORTS ROOF ��-�; FI'__ - _-__-_ _ _SUPPORTSS _--ROOF 1�l _ 19 16"OCS III — project Architect and/or engineer. l 12(2) I j;_Flush Framed Exact gdantities and lehgths are Design Calc 13 t the responsibility of the contractor. 14(2) 2/B 03 NOTE: I Contractor is to verify all beams SUPPORTS ROOF 18 19 and joists at their exact locations. 19 � , _ _ 7 The floor systeM (1-joist, LVL) are ( designbd for floor loads only. BIk. Hoof loads from rafters, bracing, Design Calc and bealns must bear on exterior 2/J 16 19 walls and interiot walls vbith bearing 7 straight through to a fodting. Any Flush Framed roof loads carried by the door system i must be sb indicated on the framing 6 6 6 6 6 6 22JBIg5Calc 3 11(2) plan subMitted to us for'take-off. �1 product to he stored, handled and 19 5 NOTE: Flush Framed installed in accordanbe with 4 4 SUPPORTS ROOF ,13(2) Design Calc 9(3) 2/B_05 manufacturer's recommlantlations. i 13elow Frame 10(2 NOTE: 15 SUPPORTS ROOF I rr BIk`, t I b B'02I Calc I �Blk t 1 Warren ( _ 3 3 3 3 18 3 3 3 3 3 3 3 18 I I �13(2� 18 17 BIk , Trask BIk. N 8 $ N 19 19 CompJny LI 12 " 1 1 1 1 1 1 1 1 1 1 1 1 STEEL BY OTHEfZ 18 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 21 2, 2 2 1 19 -_ 11(2) ' 11(2) i I 9(2) 5 I 6 5 19 ii 19 .- 4- = U U N O � � l O O 8 +�' U ��ll O � 75 O U) U19� — O > O N 19 4) 3: 2 ivy �'E a � C CU (DCU ere � � _ 114"= V-0" Level 2 Accessory Schedule Mark ' Qty Manufacturer Product D@sctiption - BC FRAMER® 2002 H1 1 Simpson Strong-Tie Iric. HUC410 Concealed Flange 3-1/2 V-Lam Face MoUnt H3 20 Simpson Strong-Tie Inc. ITT39.5 2-1/2 x 9-1/2 Top Flange SCALE: 1/4" =E 1'-0" H4 6 Simpson Strong-Tie Ir1c. ITT9.5 1-3/4 x 9-1/2 BCI®Top Flange DATE: 7/14/2005 BY: DPM FILE: Reef 128 Cosnold Street.bcf DWG: SHEET: 2 /2 Last Saved date: 7/14/2005 11 :32 AM Print Date: 7/14/2005 11 :33 AM N q9 S ASSESSORS MAP: 324 PARCEL: 10 NOTES CURRENT ZONING: RB 1. VERTICAL DATUM: ASSUMED 14t3US' MINIMUM BUILDING SETBACKS: 2. MUNICAPAL WATER IS AVAILABLE. I - �' FRONT: 20' SIDE: 10' REAR: 10' 3. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. FLOOD ZONE: C HYANNIS HARBOR i LOCATION MAP LOT 9 (11,197 SF) EXISTING SEWER LINE TO BE RE-DIRECTED 16'7" 4'8" 11'8.25" EXISTING DWELLING TO BE REMOVED AND REPLACED - DECK 14' g�4" (EXIST. TOP FND. ELEV.= 100.9) 99 S 39'8.5" 12'.2S" 100 � I A98.7 PROPOSED IRON PIPE I I 241 BEDROOM °29'�,a } \ DWELLING � 28 101 g'16112•Ey6 '-- SEWER PIPE INVERT = 89.3 16' 102 Y 10, PORCH \\ EDCsE 16' 4 l 24' 24' / •- _ _�___ / PROPOSED DWELLING 'S• ��tV.- q9.0 , / DECK 98 I � ti 1 plLoposED D$ oG - d PRO�SED = o _ - : D fod 97.5 5 ° W .... � ;// �\ 9 7 fir•.. . 100 '..... / ' Ole -7 i W 97.6 211b T � � SMH 97 99 99.2 -01 98 1��L rJ EXISTING DRIVE TO BE REMOVED BENCHMARK AT Toxi TING BE ��VICE SITE AND SEWAGE PLAN CONCRETE BOUND ELEVATION = 99.57 `, i LOCATION: KEY: _ _ iOOF EXISTING CONTOUR: j � {c�. 128 GOSNOLD STREET . -r� PROPOSED.CONTOUR: ................................... EXISTING SPOT ELEVATION: 25.5 , �Aoi1E y, PROPOSED SPO ELEVATION: 25.5 9 ,., No.s��eo / HYANNIS, MA TEST HOLE: -( - UTILITY POLE: -{}- � <�' PREPARED FOR FENCE LINE: — - — REEF REALTY IL 11 HYDRANT: ' RETAINING WALL: C 'THOM, MCLELLAN, P.E. MICHAEL UE, P.L.S. SCALE: 1" = 20' DATE: 3-21-05 I� 0.0.WX 1163 BASF DOM,MA 02"1 51 CAPTAINS Vnl AM LANE REFERENCE: LAND COURT CASE 17595 508 M-3426 BREWSM,MA 02631 JOB N M5-04 i Us ASSESSORS MAP: 324 PARCEL: 10 NOTES O OLp T S CURRENT ZONING: RB O OOST� 1. VERTICAL'DAT'UM: ASSUMED . V MINIMUM BUILDING SETBACKS: 2. MUNIC AL WA TER ATEIt IS AVAII.ABLE. FRONT. 20 SIDE. 10 REAR 10 ; 3. CONTRACTOR TO VERIFY LOCATIONS OF ALL M'fLITIES PRIOR TO ¢' FLOOD ZONE. C CONSTRUCTION. W U o ` HYANNIS HARBOR LOCATION MAP s LOT 9 (11,197 SF) EXISTING SEWER LINE TO BE RE-DIRECTED 16'7" a EXISTING DWELLING TO BE 4 8 118.25 '. REMOVED AND REPLACED14 (EXIST. TOP FND. ELEV.= 100.9) S DECK 9,4" 100 r 39'8,5" : 12'.25 IRON FIFE ! A98.7 ,�, Y 1• ` PROPOSED o�9,Spy W 24 4 BEDROOM 101 S'16 65 SEWER PIPE INVERT = 89.3 DWELLING 102ly 112 16, ' 28 EDGE 1qk PORCH \ A \ 1 t 24, 24' r^=yam PROPOSED DWELLING 1� INV 99.0 + I �9100 DECK OpOSED 1'+ 3 t 21.0, t / 1 98 R P ; + i 4 BEDRG - PRO�SED / •ri D 102 0 -'iT ' DRIVE 1 / W to � 1 , g•." i "`" PORCH '� / ; �`� 97*5 S pp O o 11 .......-, ..•• N 97 ................................ .. o . 97.6 100 1`I'ib 11 1\ t F SCE �- SMH . ` ✓'' EDDGE 1 •r l 99.2 98 ram^ EXISTING DRIVE TO BE REMOVED BENCHMARK AT EXISTING WATER SERVICE CONCRETE BOUND TO BE RE-DIRECTED SITE AND SEWAGE PLAN ELEVATION = 99.57 ,KEY: � r O�F AMR LOCATION: EXISTING CONTOUR: — — — -- — \z ©� „� s'4 'c - 128 GOSNOLD STREET PROPOSED CONTOUR: ................................... �> tt EXISTING SPOT ELEVATION: 25.5 - 1S. .ROPOSED SPO ELEVATION: 25.5 tka.3 HYANNIS, MA LEST HOLE: . JTIL1TY POLE: —d— PREPARED FOR 'ENCE LINE: — �` — IYDRANT; -U- REEF REALTY t.ETAINING WALL: r rz 7� UE, P.L.S. SCALE: 1" = 0' DATE.THO AS Mc ELLAN, P.E.F.E MICHAEL 3-21-05 , — P.O. BOX 1163, 'EAST DENNIS MA 02641 S1 CAPTAINS VILLAGE LAME REFERENCE. LAND COURT CASE 17595 fOB!1 M5-04 AA 508-383-3426 BREW3TER,MA 02631