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HomeMy WebLinkAbout0027 THIRD AVENUE i, � , �, a �,w ., ` , . , ,: �� s�i �, ,;, � .. ,� �, ,, ,� .. � . �,,u :.n �� � � ,� �^ �. ,��.. �, y - . ,. , �, .. ,., - �� ,. ... rt "' � � � - "� H � �� ,. n d _ ,�,��.n. °,� r n o � .- n, 7 - a. .���,k ��.., � � d + n ., � �. .. ?� � n . . 111 1'� � ' ., �1 f� � n ,� 1 � ,i .. o � s -1�Y�nYIhlF-_A4R! �lT w....T! Re�d�'_+-Yn�T�Vww.'.�.�r✓r.T Y�:+r^r+r_ ____ �^w.i�.+��-.l Mn-.. _ __._ __-Mw����w.V.�d�►`^ �.r..�,�.:++�'�-"-i,��. .w �_ r ZONE' REFEREN Setbacks: Assessors Map: 116 Front: 20'min Parcel: 073 Side: 10'min Plan Book 27/135 Rear: 10'min Thi — PublicWaY) AVenue rd (35' wde N84'15'00°E 157.04' i Lot Area 20.2' 20.4' 10,809ISF ^ � i.i 23.4' ._-.- ---- - --- --- rn -- O tT S #27 o U1 s o `, New Concrete `n Foundation a ` o - ------ ` - - ---- - ---- 10.2' i 584'15'00"W x 157.04' N Madden, Ann A. �FJ'tOOF I certify that the foundation Rehm shown hereon conforms to the gFL setback requirements of the LN #W y. Zoning Bylaws of the 'town i ,�,P" Barnstable. PLOT PLAN SS�� IN BARNSTABLE rofessiona Land Surveyor D to (Osterville) NOTES: MASS, DATE: 261AUG103 SCALE: 1"=30' 1.) The foundation shown was located on the ground 0 15 30 45 60 FEET by conventional survey methods on or between August 20 and 26, 2003. PREPARED FOR: 2.) The property information shown hereon was Robert Breault compiled from available record information and PO Box 709 does not represent an actual on the ground survey. Osterville MA 02655 3.) This plan is not for recording and is not PREPARED BY: CapeSury to be used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 \ DWG #: C308-1PP FIELD BY. MDH/WHK (508) 420-3994 / 420-3995fox i TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 116 073 GEOBASE ID 5650 ADDRESS 27 THIRD AVENUE (OST. ) PHONE OSTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 78163 DESCRIPTION CERTIFICATE OF OCCUPANCY 070483 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY Department of CONTRACTORS: PROPERTY OWNER ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 �tME i BOND $.00 CONSTRUCTION COSTS $.00 y * 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE R y -• LE, � � 1639. �� a iOrFp M1►1 A 1 I �4; BU I DIV S N - BY f DATE ISSUED 10/07/2004 EXPIRATION DATE Crr r� TOWN OF BARNSTABLE' ' TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 116 073 GEOBASE ID 5650 ADDRESS 27 THIRD AVENUE (OST_ ) PHONE OSTERVILLE . , ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT TYPE BTCOO TT; C� IPTION � tORgCUPANCYAPERMITRMIT CONTRACTORS: PROPERTY OWNER Departmentof ARCHITECTS: TOTAL FEES: $25.00 Regulatory Services BOND $_00 CONSTRUCTION COSTS $_00 753 MISC_ NOT CODED ELSEWHERE 1 PRIVATE p +► BMMSTABLE, # i6gq. iOTFp�6 BUIL I G D ION BY DATE ISSUED 07/23/2004 EXPIRATION DATE f NOTES "EC E PT DATE 7/2-3 No. 2880 RECEIVED FROM P-9knt ADDRESS a-'I TIER� Pry E $ Z,$',' FOR erary O Ct�+,oar.t v dt.Tw:. ACCOUNT HOW PAID AMT.OF ACCOUNT CASH I ID. CHECK BALANCE MONEY BY DUE ORDER 02001 R®IFORMiD 81.808 ..L TOWN (_IF BARNSTABLE i BIJILDI•NG PERMIT j Ej PARCEL ID 116 073 GEOBASE ;D 5650 ADDRESS 27 THIRD AVENUE (OST- ) PHONE OSTERVILLE ZIP - j LOT BJ10CK LOT SIZE I DBA DEVELOPMENT --DI STF I CT CG . j . PERMIT 70482 DESCRIPTION DEOM EXISTING PRINCIPLE .sT.RUrTUJR-E PERMIT TYPE BDEMO TITs_.L DEMOLITION PERMIT CONTRACTORS: PROPERTY OWNER ARCHITECTS: Department of Regulatory:Services TOTAL FEES: $75.00 BOND $.00 CONSTRUCTION COSTS $129000.00 �� � �. 645 SFH DETACHED DEMOLITION I. . PRIVATE )3ARNST'ABM + MASS. 1639. Al � BST -�•� SIGN �! BY DATE !SSUE""D 07/30/2003 EXPIRATION DATE _.' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY.ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS ` PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS .HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL N ELECTRICAL,PLUMBING AND MECH- -.NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS , •. IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTIOt4 APPROVALS ELECTRICAL INSPECTION APPROVALS 4.joU� C:trc. p -712 Snc�,Lt2� I b—3-11-12' lz I-Gil -72 '�A I vA l 3 0 Gk fo�TF/+�pCp 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT • ?�'a�v -BOARD OF HEALTH i OTH R: SITE PLAN REVIEW APPROVAL I I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- . MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA= TION. NOTED ABOVE. TION. TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY PARCEL ID 116 073 GEOBASE ID 5650 ADDRESS 27 THIRD AVENUE (OST. ) PHONE OSTERVILLE ZIP - i LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PENT TYPE RCOO �ffEJIPTION TEMP OCCUPANCY PjRMITRMIT CONTRACTORS: PROPERTY OWNER ARCHITECTS: Department of Regulatory Services TOTAL FEES: $25.00 BOND _ - - $.00 CONSTRUCTION COSTS $.00 TME , 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE i * BARNSTABLE, MASS. 1639. BUIL ING DIVISION DATE ISSUED 07/23/2004 EXPIRATION DATE Y 7! r�� _T_ TOWN OF BARNSTABLE TEMPORARY CERTIFICATE OF OCCUPANCY o � PARCEL ID 116 073 GEOBASE ID 5650 ADDRESS 27 THIRD AVENUE (OST. ) PHONE i OSTERVILLE ZIP - I LOT BLOCK LOT SIZE DBA bEVELOPMENT(-< DISTRICT CO MET TYPE BTCOO $ffE§IPTION TEMPORACCUPANCYAPjRMITRMIT CONTRACTORS: PROPERTY OWNER. De artment of ARCHITECTS: P TOTAL FEES: $25.00 Regulatory Services BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE R `* ■AENS'rABM MAW 039. BUILDING DIVISION DATE ISSUED 07/23/2004 EXPIRATION DATE Y ! ® 1 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 'I 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 1 CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. 'I • 0 • • I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 'I 2 2 2 ,J 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT j 'I 2 BOARD OF HEALTH 'I OTHER: SITE PLAN REVIEW APPROVAL I I� WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i I ',^Ore1N OF BARMSTABLE BUILDING? PERMIT . i PARCEL -ID 116 073 GEOBASE ID, 5G5Q ADDRESS 27 THIRD AVENUE (OST. ) PHONE OSTERVILLE ?IP - LOT BLOCK LOT SIZE DBA DEVELOPMENT °.,DISTRICT CO . PERMIT .70482 ' DESCRIPTION DEOM EXISTING PRINCIPLE STRUCTURE PERMIT TYPE BDEMO TITLE DEMOLITION PERMIT CONTRACTORS: PROPERTY OWNER, Department of ARCHITECTS: P RegulatoryiServices TOTAL FEES: $75.00 BOND CONSTRUCTION COSTS $12,0010.00 845 SFH DETACHED DEMOLITION 1 PRIVATE BARNSiABLK MAS& 1639. �Fp�A BUILD�I-NG�DIVISION BY �� DATE ISSUED 07/30/2003 EXPIRATION DATE - .✓'/ • ---""� 'TOWN OF BARN-STABLE _ i BUILDING PERMIT PARCEL ID 116 073 GEOBASE. ID 5650 ow, J ADDRESS 27 THIRD AVENUE (OST. ) PHONE OSTERVILLE - ZIP, - LOT BLOCK '`'' ' ' 'LOT SIZE DBA DEVELOPMENT DISTRICT CO. PERMIT -;;70482 �, DESC PTIOP DEOM EXISTING PRINCI:PLE STRUCTURE PERMIT TYPE .` BDEMO ' r ; TITL = DEMOLITION PERMIT, CONTRACTORS: PROPERTY OWNER ~' De artment of ARCHITECTS: r p Regulatory Services,, TOTAL FEES: 1.. $75-00 BOND 1 . $.00 CONSTRUCTION COSTS $12,000.00 • ` 645 SFH DETACHED. DEMOLITION. I. -PRIVATE OP _ * BAMSTABM <' J MASS. 039. 1� . .T �_. BUIL'D.ING- ISION BY' DATE ISSUED 07/30/2003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MFOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. ECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _Lq bl^v �Lre� a� k-2?- Sc�nc,� l 5- 3-Q fl;A I-�i- 7 a�� a,4ril 4YA 3 Q Gk FoRTF�PCO 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2��v -BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL I I I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I BUILDING PERMIT i �FTNE Tp�, Town of Barnstable ti0 Regulatory Services SMN ''E, Thomas F.Geiler,Director Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 February 11, 2005 Bob Breault 347 Seaview Avenue Osterville, MA 02655 Re: 27 Third Avenue, Osterville To Whom It May Concern: Enclosed please find a bond posted against damage to a roadway during construction. Our return of this bond indicates that a certificate of occupancy has been issued for the property and that the Town of Barnstable has no further interest in the bond. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. Sincere , Sheri Theroux Division Assistant q/forms/bondreU -Z- II- v4 - 2 -e J / � 1 i 4 2 --tA� tc?o.:, 1 i�l�su t l u L3 4 , i �U (),4 � , O S� 2� �{-�n�r � '�v e 9 �n`�s l ���. _ � _ ___ ----- - � ��- � 3 �� I � ���_�3 ';, ��,,�.�� . , __ _ (\\CL) S - S � 4 033S D 7 4 Tj 2- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 Parcel `7 Permit# C� Health Dn:=��c9c>�-� 7 r 3��n Date Issued���3b -d 3 Cons lion Division D J�9'� � �� !"'L 23 1`, j 94: 10 Application Fee . Tax Collector Permit Fee 9� . Treasurer � �6�'i�l0i� MUST BE Planning Dept. ����3 SEPTIC SYSTEM QVSTA.LED IN COMPUINCE Date Definitive Plan Approved by Planning Board VWR TYTLE 6 Ta kc ENVIRONMENTAL CODE ANDHistoric 0 C OW Preserva ion/Hyannis TOWN REGU TIOX1 Project Street Address =0a-7 j�k 1 O-D }� Village Owner 'QQaZg, �t L5C_ PSl QIILL }- l-0 'Address 62--7 Telephone S02 4,-W 033_,5— Permit Request DO-V 14) vc L(� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed g 6 Total new Zoning District P_L Flood Plain �' Groundwater Overlay Project Valuation /2�GA_ /Construction Type 01D tJ Lot Size !a-/ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: O Yes Ql'ITo On Old King's Highway: ❑Yes CeMo Basement Type: 2ru'll ❑Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) N Basement Unfinished Area(sq.ft) Number of Baths: Full: existing N LA new S Half: existing ti/A new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ZGas O Oil O Electric ❑Other Central Air: l�6es ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes QMqo- Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing 0 new size Attached garage:❑existing On-ew siz@Aar Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorizatio Appeal# ;XO03 Y4 Recorded Ur"_ Commercial ❑Yes ❑No If yes,site plan review# Current Use / Proposed Use _ BUILDER INFORMATION Name Telephone Number 0 335� Address License# Home Improvement Contractor# 0 r Worker's Compensation# ALL CONSTRUCTION DEBRIS R LILTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURE DATE -7 lit ' O FOR OFFICIAL USE ONLY PERMIT NO. ?� DATE ISSUED MAP/PARCEL NO. 10, ADDRESS VILLAGE OWNER DATE OF I ECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH,,, ra FINAL S GAS: . ROUGHS r= FINAL FINAL BUILDING RID w ! Ok RF-TE NO DATE CLOSED OUT ASSOCIATION PLAN NO. TQVVr,11 CLERK RNS(ABLE. MASS, 1m3 JUIN 2 7 P, 3: 17 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-86—Osterville Holdings LLC Special Permit-Section 44.3(2)Nonconforming Buildings&MGL Ch.40A Section 6 Findings demolition and reconstruction of a single-family dwelling on a non-conforming lot Summary: Granted with Conditions Petitioner: Osterville Holdings LLC Property Address: 27 Third Avenue,Osterville,MA Assessor's Map/Parcel: Map 116,Parcel 073 Zoning: Residential C Zoning District Background and Relief Requested: The subject property is located off Parker Road on Third Avenue in Osterville. The locus fronts on both Third Avenue and on Hidden Lane. It is an undersized lot of 0.27-acres originally developed in 1930. The existing home is a 1.5-story,two-bedroom,single-familydwelling of 1,496 square feet. The home also has an enclosed porch,an unfinished basement and a detached garage and a shed. The property is in the Residence C Zoning District that today requires a minimum lot area of two-acres,frontage of 20 feet,lot width of 100 feet and setbacks of 20 front, 10 side and rear. In addition to the lot being undersized and non-conforming;the existing-dwelling does not conform to the required side yard setback and the garage does not conformto:the required_front.and.side.yard setbacks:.: . The.applicant is seeking special.permit.finding and a.decision to.demolish the existing structures and reconstruct a new single-family dwelling on the.property The applicant is proposing to demolish all of the existing,structures and reconstruct a new two-story,-three-bedroom single-family dwelling of 2,475 sq.ft.with an attached garage of 508 sq.ft. The proposed plans call for two decks. One is to be a Farmers Porch of 541 sq.ft.located on the first floor and the second is an open-air deck built over the first floor and having 215 sq.ft.of area. A site plan for the proposed new dwelling identifies that the proposed new structure conforms to today's required setbacks for the district. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 07, 2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A The hearing was opened June 18,2003,at which time the Board found to grant the special permit. Board Members deciding this appeal were;Richard L.Boy,Thomas A.DeRiemer,Jeremy Gilmore,Randolph Childs and Board Clerk,Ralph Copeland the Acting Chairman. Attorney John Alger represented the applicant at the hearing. He presented plans for the location of the new dwelling and compared it to the present. He stated that the existing dwelling is in dilapidated conditions and that the neighbors were delighted that this structure was going to be,removed,and a new dwelling erected on the.lot. He cited that the applicants Have shown plans of the proposed new dwelling to neighbors and that the;neighbors:had signed a petition in support and presented it to the Board. He noted that the proposed home is to be built in conformance-to.all:setback requirements for the district. The height to plate is 19.6 feet and the height to the ridge line-is approxirnately26.6 feet: Public comment was requested and Mrs.Madden of 15 Hidden Lane spoke in favor to grant the permit. No one spoke in opposition to the request. i Findings of Fact: At the hearing of June 18,2003,the Board unanimously made the following findings of fact: 1. Osterville Holdings LLC has applied for a Special Permit in accordance with Section 4-4.3(2) Nonconforming Buildings or Structures Used as Single and Two Family Residences and for findings under MGL Chapter 40A Section 6 for the demolition and reconstruction of a single-family dwelling on an undersized lot. The property i is shown on Assessor's Map 116 as Parcel 073 addressed 27 Third Avenue,Osterville,MA in a Residence C Zoning District. 2. The subject property is located off Parker Road on Third Avenue in Osterville. The locus is a comer lot fronting on both Third Avenue and on Hidden Lane. It is an undersized lot of 0.27-acres originally developed in 1930. The existing home is a 1.5-story,two-bedroom,single-family dwelling of 1,496 square feet. The home also has an enclosed,porch of 128 sq.ft.and an unfinished basement of 740 sq.ft. There is-a detached garage of 240 sq.ft.and a shed of 120 sq.ft. 3. The property is in the Residence C Zoning District that today requires a minimum lot area of two-acres, frontage of 20 feet,lot width of 100 feet and setbacks of 20 front, 10 side and rear. In addition to the lot being undersized and non-conforming,the existing dwelling does not conform to the required side yard setback and the garage does not conform to the required front and side yard setbacks. 4. The applicant is seeking special permit finding and a decision to demolish the existing structures and reconstruct anew single-family dwelling on the property. The applicant is proposing to demolish all of the existing structures and reconstruct a new two-story,three-bedroom single-family dwelling of 2,475 sq.ft.with an attached garage of 508 sq.ft. The proposed plans call for two decks. One is to be a Farmers Porch of.541 sq.ft. located on the first floor and the second is an open-air deck built over the first floor and having 215 sq.ft.of area. 5. A site plan for the proposed new dwelling identifies that the proposed new structure conforms to today's required setbacks for the district. 6. Elevation of the proposed new structure show a total height to plat of 19 feet 6 inches and approximately 26.6 feet to the ridge line. Well within the maximum height limitation for the district of 30-feet to plate. The structure's footprint area of 2,548 sq.ft.represents a lot coverage of 21.7%. From the proposed elevations the dwelling appears to be a very attractive and interesting home. 7. With regards to MGL Chapter'40A,'Section 6 Findings the proposed new dwelling does.not intensify the alleged nonconformity and the proposed new dwelling would not be substantially more detrimental to the neighborhood than the former dwelling. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the permit for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non-conforming lot. The reconstruction shall comply with all setback requirements and is subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled"Site Plan at 27 Third Avenue Bamstable (Osterville),Mass." prepared for Robert Breault by Sullivan Engineering,Inc. and CapeSurv,dated May 5,2003. 2. The proposed dwelling shall be built substantially in conformance to plans and elevations presented to the Board and consisting of 6 sheets showing Fast Floor Area,Second Floor Area,North Elevation-Third Ave, South Elevation,East Elevation-Hidden Lane,and West Elevation. 2 r - v I , 3. The total gross area of the dwelling shall not exceed 2,983 sq.ft. 4. Construction shall complywith all applicable Building Division and Conservation Commission requirements and shall comply with Board of Health Title 5 requirements without variance. The vote was as follows: AYE: Richard L.Boy,Thomas A DeRiemer,Jeremy Gilmore,Randolph Childs and Ralph Copeland NAY: None Ordered: Special Permit 2003-86 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. 4p4hpe!bVWActinj-Chairman Date Signe I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk Signed and sealed this day of under the pains and penalties of per)ury. Linda Hutchenrider,Town Clerk I 3 RECEIPT Printed:07-21-2003 @ 16:03:40 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 302550 Oper:JEANNE Book 17301 Page: 203 Inst#: 84229 Ctl#: 2829 Rec:7-21-2003; 3:59:59p BARN 1W.HIRD AVENUE DOC DESCRIPTION TRANS AMT --- ----------- 1 BARNSTABLE TOWN OF NOTICE 1 I 10.00 rec fee 12.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 State/County pg adj 2.00- Total fees: 75.00 Ctl#: 2830 Rec:7-21-2003 @ 3:59:59p DOC DESCRIPTION TRANS AMT --- ----------- POSTAGE FEE Mail per page fee .50 *** Total charges: 75.50 I. CASH PMT PAYMENT -CASH 80.00 Overpayment amount: 4.50 .,;REF CASH REFUND -CASH 4.50 4. IA . 421 �j 4-9 1/4"LVL Beam under Mom's BedroomTJ-Beam(TM)6.OSSerialm'6e'7002 0�4 ; 4 Pcs of 1 3/4" x 9 1/4" 1.9E MicrollamO LVL Page EngnOeVrsion:15.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .. ❑ ,2❑ b 12°6" 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):0.0 Live at 100%duration,0.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 300.0 80.0 0 To 12'6" Adds To Tapered(plf) Snow(1.15) 0.0 To 275.0 0.0 To 110.0 0 To 11' Adds To Uniform(ptf) Snow(1.15) 300.0 120.0 11'To 12'G' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.50" 2518/869/0/3388 A&Rim Board 1 Ply 1 12"1.5E TimberStrand@ LSL 2 Stud wall 3.50" 3.50" 3194/1139/0/4333 A3:Rim Board 1-Ply 1 12"1.5E TimberStrand@ LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -4197 -3464 14148 Passed(24%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 11457 11457 25769 Passed(44%) MID Span 1 under Snow loading Live Load Defl(in) 0.273 0.304 Passed(U536) MID Span 1 under Snow loading Total Load Defl(in) 0.368 0.608 Passed(U396) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ-wai ants the sizing of its products by this software wilhbe : accomplished in accordance with TJ product design criteria and code accepted design values--The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewe&by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS'ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution,prb6uct listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence Charles Fewore AAA 27 Third Avenue Steo Engineering Company ► Osterville,Mass 81 red brook road p y -►o��\�P`TH OF F��`Sd9 waquoit,ma 02536 CHARL �y Phone:508-457-1133 � FEWOHE F m► Fax :508 540 2600 SNO CTURAL y steo@adelphia.net ♦ 34359 = ♦ r Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business / \� Microllam® is a registered trademark of Trus Joist. ►►(7N I_ENG ` A �j��(�� 4-9 1/4"LVL Beam under Mom's Bedroom TJ-Beam(TM)B.OSS erial"Numr7oo2�ooasa, 4 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User., 3,: ioaPM Engine Page 2 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Supports 1 st floor joists uo to roof rafters _JH OF O S � 9� CHARLES F yc i o FEWGRE m 4" STRUCTURAL i -o NO.3435.9 PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence Charles Fewore 27 Third Avenue Steco Engineering Company Osterville,Mass 81 red brook road waquod,ma 02536 Phone:508-457-1133 Fax :508-540-2600 steco@adelphia.net Copyright O 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. i J� �jj /p�1t 4-91/4"LVL Beam under Mom's Bedroom T.LBeam(TM)6.OSSerialm'6'e'r�v7�,002�oo`aea, 4 Pcs of 1 3/4" x 9 1/4" 1.9E MicrollamO LVL User.1 725/03 2:40:08 PM Page3 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 2.00" ^ Max. Vertical Reaction Total (lbs) 3388 4333 Max. Vertical Reaction Live (lbs) 2518 3194 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 2316 -2464 Max Shear (lbs) 2678 -2928 Member Reaction (lbs) 2678 2928 Support Reaction (lbs) 2744 3014 Moment (Ft-Lbs) 8525 Live Deflection (in) 0.179 Total Deflection (in) 0.275 Loading on all spans, LDF = 1.15 Dead + Floor + Snow Design Shear (lbs) 2945 -3464 Max Shear (lbs) 3321 -4197 Member Reaction (lbs) 3321 4197 Support Reaction (lbs) 3388 4333 Moment (Ft-Lbs) 11457 Live Deflection (in) 0.273 Total Deflection (in) 0.368 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 760 -908 Max Shear (lbs) 853 -1103 Member Reaction (lbs) 853 1103 Support Reaction (lbs) 869 1139 Moment (Ft-Lbs) 2982 ► ►A N OF MAS`r9 •, �y r CHARLES F. z FEWORE i STRUCTURAL NO.34359 > Q Ago ss/ONALEN�'\i��•• PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence Charles Fewore 27 Third Avenue Steco Engineering Company Osterville,Mass 81 red brook road waquoit,me 02536 Phone:508-457-1133 Fax :508-540-2600 steco@adelphia.net Copyright O 2002 by Trus Joist, a Weyerhaeuser Business Microllamo is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\cadzkruegerl.sms �j 2-14"LVLs TJ-Beam(TM)6.05 Serial_Nu "�� oo� ; 2 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User.1 7/25103 2:34:06 PM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM Roof Slope0M2 � '521 22• All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Roof(psf):0.0 Live at 125%duration,0.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Roof(1.25) 0.0 To 250.0 1.0 To 100.0 0 To 11' Adds To Tapered(plf) Roof(1.25) 250.0 To 0.0 100.0 To 0.0 11'To 22' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplif rrotal 1 Stud wall 3.50" 3.50" 1375/703/0/2078 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL 2 Stud wall 3.50" 3.50" 1375/700/0/2075 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2076 2024 11638 Passed(17%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 14600 14600 30323 Passed(48%) MID Span 1 under Roof loading Live Load Defl(in) 0.551 0.722 Passed(U472) MID Span 1 under Roof loading Total Load Defl(in) 0.817 1.083 Passed(L/318) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL1/360JI- /240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence Charles Fewore 27 Third Avenue Steco Engineering Company HOF OF4f Osterville,Mass 81 CH red brook road �� ARL Z p waquoit,ma 02536 0 FEINORE F R; Phone:508-457-1133 ST RUCT `_,j. i Fax :508 540 2600 No 3q 59AL I� stern@adelphia.net T �Q ►►DNA _ Copyright O 2002 by Trus Joist, a Weyerhaeuser Business - ► ..EN. Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Fi1es\cadzkrueger2.sms 2-14"LVLs T.LBeam(TM)s'6.OSSerialNumr,�oo2 ; 2 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User.1 7/25103 2:34:07 PM Paget Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Supports hip rafters between hips over loft PROJECT INFORMATION: OPERATOR INFORMATION: •�� Krueger Residence Charles Fewore ��P�SH 0 Miss 27 Third Avenue Steco Engineering Company Osterville,Mass 81 red brook roadAES waquoit,ma 02536 t!OrRE VfRi'lCTURAL —e Phone:508-457-1133 IR 3TUR Fax :508-540-2600 4359 steco@adelphia.net T �s Copyright O 2002 by Trus Joist, a Weyerhaeuser Business _ Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\cadzkrueger2.sms 2-14"LVLs �w`r 7002004841 2 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL TJ-Beam(rM)6.05 Serial Num r. User.1 7/25/03 2:34:08 PM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 21' 8.00" ^ Max. Vertical Reaction Total (lbs) 2078 2075 Max. Vertical Reaction Live (lbs) 1375 1375 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 2024 -2021 Max Shear (lbs) 2076 -2072 Member Reaction (lbs) 2076 2072 Support Reaction (lbs) 2078 2075 Moment (Ft-Lbs) 14600 Live Deflection (in) 0.551 Total Deflection (in) 0.817 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 673 -670 Max Shear (lbs) 701 -697 Member Reaction (lbs) 701 697 Support Reaction (lbs) 703 700 Moment (Ft-Lbs) 4745 PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence Charles Fewore AA p 27 Third Avenue Steco Engineering Company �TH OF�•S1� Mqs�i Osterville,Mass 81 red brook road C waquoit,ma 02536 EAR�fSF. G Phone:508-457-1133 SWO Re m Ir Fax :508-540-2600 steco@adelphia.net Copyright ® 2002 by True Joist, a Weyerhaeuser Buei—z Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Fi1es\cadzkrueger2.sms Page 1 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof SlopeOM2 Overall Dimension:13' ZT All dimensions are horizontal. Product Diagram is Conceptual. Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):0.0 Live at 125%duration,0.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDead/Upliftrrotal -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Ll:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1508 1133 7689 Passed(15%) Lt.end Span 2 under Roof loading Moment(Ft-Lbs) -1837 -1837 14005 Passed(13%) Bearing 2 under Roof loading Live Load Defi(in) 0.019 0.228 Passed(L/999+) MID Span 1 under Roof ALTERNATE span loading Total Load Defl(in) 0.023 0.342 Passed(L/999+) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria: � -Bnacing(b4:All compression edge§(top and bottom must be braced at 7 R'c/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required u,achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed hyTmsJoist(Tl). TJ warrants the sizing n[its products by this software will he accomplished in accordance with TJproduct design criteria and code accepted design values. The specifinproduct application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed byoTJAssociate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUG JOIST PRODUCTS ONLY/ PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJGPEC|F|ER'S/BUILDER'S GUIDES for multiple ply connection. ' V PROJECT INFORMATION: OPERATOR INFORMATION: A . Krueger Residence Charles Fewore TH OF 27 Third Avenue Steco Engineering Company �Ifl 2-1 3/4 x 91/4 LVLs TJ-Bearnum)6.05SeriallN�m 7002� ; 2 Pcs of 1 3/4" x 9 1/4" 1.9E MicrollamO LVL User.1 725/03 3:25:12 PM Paget Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: Over arch and shelves of 1 st floor PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence Charles Fewore 27 Third Avenue Steco Engineering Company •AAA Osterville,Mass 81 red brook road ��'tNUH OF4f waquod,ma 02536 Phone:508-457-1133 CNA 9c� ► Fax :508-540-2600 STFSWOgF F N► steco@adelphia.net NOV 4b,94L may: Copyright O 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. NAL E ti1N���f er4W 2-1 3/4 x 91/4 LVLs T.l-Beam —^`��yerinnuQ&tirnc rr rr use,:, irM)6.5Seda m6eer.7002004841 2 Pcs of 1 3/4 x 9 1/4 1.9E MicrollamO LVL Page Engine Version:1.5,12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 10.001, ^ 5' 10.001, ^ Max. Vertical Reaction Total (lbs) 944 2900 1011 Max. Vertical Reaction Live (lbs) 715 1910 595 Required Bearing Length in 1.50(W) 1.95(W) 1.50(W) Max. Unbraced Length (in) 32 32 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 560 -1091 1133 -512 Max Shear (lbs) 855 -1393 1508 -878 Member Reaction (lbs) 855 2900 878 Support Reaction (lbs) 910 2900 996 Moment (Ft-Lbs) 1111 -1837 942 Live Deflection (in) 0.016 0.006 Total Deflection (in) 0.020 0.013 ALTERNATE span loading on odd # spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 595 -1057 852 -309 Max Shear (lbs) 889 -1358 1117 -568 Member Reaction (lbs) 889 2476 568 Support Reaction (lbs) 944 2476 615 Moment (Ft-Lbs) 1203 -1602 559 Live Deflection (in) 0.019 -0.003 Total Deflection (in) 0.023 0.006 ALTERNATE span loading on even # spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 313 -736 1068 -576 Max Shear (lbs) 500 -927 1443 -943 Member Reaction (lbs) 500 2370 943 Support Reaction (lbs) 534 2370 1011 Moment (Ft-Lbs) 599 -1459 1086 Live Deflection (in) 0.005 0.010 Total Deflection (in) 0.009 0.016 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 135 -312 443 -237 Max Shear (lbs) 214 -393 597 -388 Member Reaction (lbs) 214 991 388 Support Reaction (lbs) 229 991 416 Moment (Ft-Lbs) 259 -611 446 PROJECT INFORMATION: OPERATOR INFORMATION: Krueger Residence i' •�� Charles Fewore O� `j Mgs9 Third Avenue H OF O Steco Engineering Company .Q S ♦. sterville,Mass 81 red brook road CHARLES F. ( i waquoit,ma 02536 14 c FEWORE Phone:508-457-1133 4 0 STRUCTURAL -4� Fax :508-540-2600 ,o No.34359 • steco@adelphia.net ♦9 • Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business ss/�NAL ENG\��'a Microllamo is a registered trademark of Trus Joist. �► �� �1 S T E E L B E A M D E S I G N --------------------------------------- Design of Beam ID: garage beam(Kreuger) Code: AISC (1990) Design Method: ASD Main Span Length 24.000 Ft LTB Unbraced Lengths Fully Braced F 36 K /In -2 Total Load Deflection Limit L/240.00 Max Stress Ratio 1.00 Live Load Deflection Limit L/360.00 E C H O O F L O A D I N P U T DEAD LOAD LOAD CASE 1 LOAD CASE 2 LOAD CASE 3 LOAD CASE 4 Check Deflection: Yes Main Span # 1 Uniform Load: -0.120 K /Ft -0.120 K /Ft Distance to Begin: 0.000 Ft 0.000 Ft Distance to End: 24.000 Ft 24.000 Ft # 1 Triangular Load: -0.100 K /Ft -0.250 K /Ft Distance to Begin: 0.000 Ft 0.000 Ft Distance to find: 24.000 Ft 24.000 Ft Distance to Peak: 12.000 Ft 12.000 Ft C R I T I C A L S H E A R S & M O M E N T S DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4 Load Combination Dead Load: 1.000 x Dead Load Load Combination # 1: 1.000 x Dead Load + 1.000 x LC 1 AA'?�^ IH OF 9c CHARLES F. yG i CDFEWORE m STRUCTURAL -- NO.34359 09 R. . ST N ENS �► ♦T i C R I T I C A L S H E A R S & M O M E N T S DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4 ---------------------------------------------- Shear Left End: 2.040 K 4.980 K Moment Left End: 0.000 K -Ft 0.000 K -Ft Shear Right End: -2.040 K -4.980 K Moment Right End: 0.000 K -Ft 0.000 K -Ft Maximum Moment: 13.440 K -Ft 34.080 K -Ft Located at: 12.000 -Ft 12.000 Ft Max Deflection I=1000: -0.047 In -0.119 In Located at: 12.000 Ft 12.000 Ft Dead Part: -0.047 In Inflection Points: 0.000 Ft 0.000 Ft 24.000 Ft 24.000 Ft Reaction Left End: 2.040 K 4.980 K Reaction Right End: 2.040 K 4.980 K C R I T I C A L S T R E S S E S Main Span W12x19 Eqn; H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 --------------------------------------------------- fb: -19.20 K /In -2 fv: -1.74 K /In ^2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In '�2 Fv: 14.40 K /In "2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12x19 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: I . ------------------------------------------------- fb: -19.20 K /In -2 fv: _ -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Pb: 23.76 K /In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span, W12x19 Egn: Hl=3 Stress- Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 -------------------------------------------- fb: -19.20 K /In -2. fv-. -1.74 . K /In ^2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K/I ."2 F(i; 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12x19 ; H1-3 Stress Ratio: 0;81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.2a K /In "2_ fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: ,23:76• K -/In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In SH OF g� CHARLES E F. 9C,yN o FEWOR rr% STRUCTURAL �► o NO.34359 L EN �� i C R I T I C A L S T R E S S E S --------------- Main Span W12xl9 /Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.20 K /In ^2 fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 ----------- fb: ' -19.20 K /In -2 fv: -1.74 K /In "2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In "2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.20 K /In -2 fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K ' Fb: 23.76 K /In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Coinb: 1 fb: -19.20 K /In ^2 fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In "2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In �o��Epl7fi OFM9CHARs�9 i IS' FEW LES F �� ► STR� OCr'RE m ► 9 No'34 59AL ►S� AL ENG\N���� i S T E E L B E A M D E S I G N Design of Beam ID: garage beam(Kreuger) Code: AISC (1990) Design Method: ASD Main Span Length 24.000 Pt LTB Unbraced Lengths Fully Braced F 36 K /In -2 Total Load Deflection Limit L/240.00 Max Stress Ratio 1.00 Live Load Deflection Limit L/360.00 E C H O O F L O A D I N P U T DEAD LOAD LOAD CASE 1 LOAD CASE 2 LOAD CASE 3 LOAD CASE 4 Check Deflection: Yes Main Span # 1 Uniform Load: -0.120 K /Ft -0.120 K /Ft Distance to Begin: 0.000 Ft 0.000 Ft Distance to End: 24.000 Ft 24.000 Ft # 1 Triangular Load: -0.100 K /Ft -0.250 K /Ft Distance to Begin: 0.000 Ft 0.000 Ft Distance to End: 24.000 Ft 24.000 Ft Distance to Peak: 12.000 Ft 12.000 Ft C R I T I C A L S H E A R S & M O M E N T S DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB Load Combination Dead Load: 1.000 x Dead Load Load Combination # 1: 1.000 x Dead Load + 1.000 x LC 1 A ' ►��P�SH OF Mgss9 i CHARLES F. yn• FEWORE '*' 10. ► i .. STRUCTURAL y► ' NO.34359, i -o Q iST ►�S NALENG ��WT 62 C R I T I C A L S H E A R S & M O M E N T S DEAD LOAD LOAD COMB 1 LOAD COMB 2 LOAD COMB 3 LOAD COMB 4 Shear Left End: 2.040 K 4.980 K Moment Left End: 0.000 K -Ft 0.000 K -Ft Shear Right End: -2.040 K -4.980 K Moment Right End: 0.000 K -Ft 0.000 K -Ft Maximum Moment: 13.440 K -Ft 34.080 K -Ft Located at: 12.000 Ft 12.000 Pt Max Deflection I=1000: -0.047 In -0.119 In Located at: 12.000 Ft 12.000 Ft Dead Part: -0.047 In Inflection Points: 0.000 Ft 0.000 Pt 24.000 Ft 24.000 Ft Reaction Left End: 2.040 K 4.980 K Reaction Right End: 2.040 K 4.980 K C R I T I C A L S T R E S S E S Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 -19.20 K /In -2 fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K 23.76 K /In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In �AAAAA, ► �P�SN OF �� gcti• CHARLES F. N FEWORE � ► j v STRUCTURAL v�i j NO.34359 �Q C. NALEN�'\i�� I ------______ R=i=T=I=C=B=L===S T R=&=S=S=fi=S______________________________________________________ 93 Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.20 K /In -2 fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In -2 Fv: 14.40 K./In ^2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.20 K /In -2 fv: -1.74 K /In -2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main'Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.20 K /In -2 fv: -1.74 K /In ^2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In -2 FV: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In Main Span W12xl9 Eqn: H1-3 Stress Ratio: 0.81 Load Comb: 1 Defl. Ratio: L/ 313 Load Comb: 1 fb: -19.20 K /In -2 fv: -1.74 K /In ^2 qa: 1.000 Cb: 1.000 Weight: 0.45 K Fb: 23.76 K /In -2 Fv: 14.40 K /In -2 qs: 1.000 Defl: -0.919 In LL Defl: -0.554 In .&AAAA, Y'- OF MAS`r9 i CHARLES F. G o FEWORE CP STRUCTURAL " y► NO.34359 i FS NALEN����� � o! The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis,NU 02601 ;-862-4038 ;790.6230 PLAN REVIEW rner: Map/Parcel: j (P I / 4e d /� /��f' Builder: jest Address: 1 r v ie following items were noted on reviewing: Ow I m I t'JNA L-7 Iqj kl�n LL ' 1 2 . �r _1'-Qypl QI C s 11 •iewed by: r The Commonwealth of Massachusetts -•r.- — Department of Industrial Accidents -_ — Office aflosestlgatloos _ 600.Washington Street = Boston,Mass. 02111 n Workers' Cam ensation Insurance Affidavit i name: \ 0 0r>T�X,01 C uf-- location. 111 jL city 0S i''P-w f- -��1 ems-6S� phone# � q�O 05 3S ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one worldn inan ca achy to rovidin workers' compensation for my employees working•on this job. an emP I am y� g.....................................:::::.::.:::.:................:.:::::::.::...................:.:.......:..........:.....................:.....{.:::::::::;2;.}:.:.Y:.}:.}:;.}:.,,..a..v«.:::.�.:::::::::: .... .... ...... ....................................................:.v::::::::nv.v:::.:v:::::.::v:::::v...... a..rvY:\:??v}:::.4;4.2•:M}y:t•:t•;r.:.tv:�:::. 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WY•YY::>:•> ................ ::.,.:<:•}:4:;:.....}.::....:.�::.�:::::n:•:::n.:?.:�:-;:•Y}Y:?.....-:::.:::::r::::n.::::::.... oIi ................ ,.}:::}.r... ,tr.Y Faitmre to secu-m coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I uiderstsmd that s copy of this statem y forwarded to the Office of estigations of the DIA for coverage verification. I do here Gerd e d pe es ojpedury that th j ation provided above is tru•and correct 06- y Date Sigma Z Z � ' Print name Cchekif do not write in this area to be completed by city or town official perutit/Ilcense# ❑Building Department ❑Licensing Board ediate response is required ❑Selectmen's Office ❑Health Department phone#; - Other — OrAwd 9/95 PJA� Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance re ' monts of this chapter have been presented to the contracting authority.-�, `. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplyingc an names address and hone numbers along with a certificate insurance as all affidavits may be p ng Y r, company ' submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to si le-1 and .. date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license�s being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the piimrt license number which will be used as a reference number. The affidavits may be retired it the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. 't�Deparbrcient's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Inllestlgatlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 RESIDENTIAL BUILDING PERNUT FEES APPLICATION_FEE .! 99 New Buildings,Additions $50.00 Alterations/Renovatious $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 2,359 square feet x$96/sq.foot=2,3 L 2 Q x.0031= /13• a 4 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES (attached&detached) Q 4 square feet x$32/sq.ft._ 2 x.0031=iL l5 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.0031= STAND ALONE PERMITS / oe Open Porch 2- x$30.00= (d (number) Deck —x$30.00= y (number) e� Fire lace/Chimney _x$25.00= p (number) Inground Swimming Pool $60.00 Above Ground Swimming-Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit �4 Fee ,Tay.i, of Substantial Fin ©ialInnte estf1, oAJEA-7- �� u of p2t on oath depose and state as follows: 1. 1 am an applicant for a building permit for the propertyAqoated at Map , Parcel The address of the property is 2 7 7 i&P J� I°�L4�E — -- W�. 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. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address a 5. Within this calendar year, I have submitted �_ building permit PP lications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted &r�) building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received _L2 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of this of L 200 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT TFIE Town of Barnstable GF tp� Regulatory Services snxtvsznei a Thomas F.Geiler,Director MASS. 039• .0� Building Division �Eor s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION r� Please Print DATE: 2— �' ©Os JOB LOCATION:. � � number �� r ��19�-1� WC10— village . "HOMEOWNER": CkJ._ �^�35•l name home phone# work phone# CURRENT MAILING ADDRESS: f SC city town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm.structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The un gned g"hcertifies that he/she understands the Town of Barnstable Building Department ' mspe s and requireme and that he/she will comply with said procedures and r meature of Horn o Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this.section(Section 109:1:1.. Licensing of.construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a foniVicertification for use in your community. Q:forms:homeexempt 04-30-2003 & 03:20P MASSACHUSETTS QUITCLAIM DEED I, Peter K. Brown,of 27 Third Avenue, Osterville, Massachusetts 02655, for consideration paid, and in full consideration of THREE HUNDRED SIXTY-ONE THOUSAND TWO HUNDRED FIFTY AND 00/100 Dollars (U.S. $361,250.00) grant to: s Osterville Holding LLC., 27 Third Avenue, Osterville, Barnstable County, NA 02655 i with quitclaim covenants the following property in Barnstable County, Massachusetts: � F Property Address: 27 Third Avenue,Barnstable [Ostervillel, Massachusetts 02655 The land together with the buildings and improvements thereon situated at 27 Third Avenue in the Village of Osterville, Town and County of Barnstable, Massachusetts being more particularly bounded and described as follows: Beginning at a point on a thirty-five [35] foot roadway, said point being the Northwesterly corner of the granted premises and the Northeast corner of land now or formerly of Peter Yankanckas; Thence running North 84 degrees, 15' East, One Hundred Fifty-Eight [158] feet to another thirty-five [35] foot roadway; Thence South 16 degrees, 15' East by said last-mentioned roadway, Seventy [70] feet to a point, being the Southeast corner of the herein described premises; Thence South 84 degrees, 15' West, One Hundred Fifty-Eight [158] feet to land of said Yankanckas; Thence North 16 degrees, 15' West, Seventy[70] feet to the point of beginning. Said premises beign the Northerly portion of Lot numbered Twenty-Five [25] as shown on a "Plan of Land at Osterville, Mass., belonging to James A. Lovell dated January, 1909, Scale 60 feet to an inch, Frederick 0. Smith, C.E.", said plan being recorded with the Barnstable County Registry of Deeds in Plan Book 27, Page 135. Said premises are subject to a taking by the Town of Barnstable for the layout of Third Avenue dated March 31, 1939 recorded in Book 550,Page 301. So much of said premises as lies within the sidelines of Third Avenue are subject to the rights of others therein. FOR MY TITLE see.deed recorded with the Barnstable Registry of Deeds at Book 11345,Page 014. s o r May-12-03 08: 19A Oster-ville Water Dpt 508 428 3508 P.02 Centerville-Osterville-N,larstons Mills Water Department P.O. BOX 369 • 1138 NIA IN STREET OSTF.RVILLE,INIASSACHt1SFTTS 112655 pFFIc:F:OF WATER DOARP OF WATER(:(AIM151k7h[RS DEPT. y WAfL•R 5CIPERINTF.NnF.NT v TUL.Mi 5ox'4�R-(691 FAX No, 508-41.1-350K I May 12, 2003 Town of Burnstablc Building Dept. 367 Main Street Hyannis, MA 02601 Re: Account #1382 Robert Brcault & Pain Krueger ^-27-Third AvenL:e 0sterville, MA Gentlemen: On I-Hdav, May 97 2003 we disconnected the water service at the curb strip at the property mentioned above. It is our understanding the owner plans to demolish the existing stricture, re-build and install a new water service at a later date. If you have any questions, please call our uftice at 308-=1.28.6691. Very trulN yo, Ts, C.�r I c-• I .raig trucker Superintendent I 4RNSTARore NSTAR Way.Westwood,Massachusetts 02090.9230 El EC role GAS Dear Mr. Breault, This letter will serve as confirmation that the electric service at 27 Third Ave Osterville was removed. Based on this information,there is no electric power to this building and you may proceed with the demolition. If you have any questions,please contact me at(781)441-3641. Sin ely yours, Angela Balaarim c� Customer Service Clerk Elb-d ZO/ZO*d C80-1 SEOWN19 SNOILUU0 30I0A 21V1SN-wOJJ 1E:11 H-ZZ-20 JUL-22-2003 �TUE 12:26 PM KEYSPAN ENERGY DELIVERY FAX NO, 5087607611 P. 01 1ccySpan EnerOV Delivery 201 Rivcrmom Street West Roxbury,Massachtsutts 02132 Tcl 617'23.5512 July 22, 2003 Robert Rreault P.O.Box 709 0sterville, MA 02655 Re; 27 3rd Ave, Osterville, MA This letter is to confirm that the natural gas service to the above referenced property has been cut and capped at the gatebox on May 8, 2003, If you should have any questions, I can be contacted directly at 508-760-7502, Sincerely, Johanne Ouellette Field Coordinator (:ape Division f Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:ENERGY COMPLIANCE CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 07/22/03 DATE OF PLANS: 7/18/03 PROJECT INFORMATION: KRUEGER RESIDENCE 27 THIRD AVE OSTERVILLE,MA COMPANY INFORMATION: CADZOOKS ARCHITECTURAL GRAPHICS NOTES: NEW CONSTRUCTION COMPLIANCE:Passes Maximum UA=625 Your Home=534 14.6%Better Than Code Gross Glazing Area or-'--Cavity----Conti - -or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1765 30.0 1.0 58 Skylight 1: Wood Frame,Double Pane with Low-E 12 0.340 4 Wall 1: Wood Frame, 16" o.c. 1335 19.0 1.0 62 Window 1: Wood Frame,Double Pane with Low-E 106 0.330 35 Door 1: Glass 200 0.340 68 Wall 2: Wood Frame, 16"o.c. 1100 19.0 1.0 56 Window 2: Wood Frame,Double Pane with Low-E 60 0.330 20 Door 2: Glass 70 0.330 23 Door 3: Solid 35 0.240 8 Wall 3: Wood Frame, 16"o.c. 1139 19.0 1.0 57 Window 3: Wood Frame,Double Pane with Low-E 138 0.330 46 Door 4: Glass 54 0.340 18 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1765 19.0 1.0 79 f Furnace 1:Forced Hot Air, 84 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building i plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release Ia. The heating load for this building,and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date i C a�ZOOS-S i MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 07/22/03 TITLE:ENERGY COMPLIANCE Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: [ J I 2. Wall 2: Wood Frame, 16"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: [ ] I 3. W-all-3: WoodFrame;-46"o.c.,R-19.0 cavity+R-LO-continuous-insulation----------- -------------- Comments: I Windows: [ ] 1. Window 1: 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: [ ] 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: [ ] I 3. Window 3: 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: I Skylights: [ ] I 1. Skylight 1: Wood Frame,Double Pane with Low-E,U-factor: 0.340 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ] No Comments: I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.340 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 2. Door 2: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break?[ ] Yes [ ]No Comments: f [ J I 3. Door 3: Solid,U-factor: 0.240 Comments: [ ] I 4. Door 4: Glass,U-factor: 0.340 #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity+R-1.0 continuous insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,84 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 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/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: ( ) I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values, glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table 74.4.7.1. I Duct Construction: [ ] I 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. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I 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 Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA 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/off heater 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°F or chilled fluids below 55 OF 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-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ 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 . Piping System Types Range(F) 2"Runouts 1" and Less 1.25"to 2" 2.5"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) OFFICE USE ONLY PROPERTY ADDRESS: 'ALCULATION FOR PERMIT COST TYPE OF ROOM ETC . NO ADDITION ALTERATIONS 4 BATH 4 BED ROOM CERTIFICATE OF OCCUPANCY 2 '�ld COMPUTER ROOM DECK OPEN 2 S 2 ., 5b DECK WITH ROOF DEMOLITION DEN DINING ROOM FAMILY ROOM l FIREPLACE �IvelllY� ( 3 FOUNDATION ONLY 1 GARAGE NO. OF BAYS 2 GREAT ROOM KITCHEN LAUNDRY ROOM LAUNDRY ROOM LIVING ROOM t MUD ROOM. " _ OFFICE PORCH CLOSED PORCH OPEN REROOFING. ,'' -. . SHED . STORAGE AREA SUN ROOM HEATED SUN ROOM UNHEATED - SWIMMING POOL ABOVE GROM D SWIMMING POOL ING UND WINDOW REPLACEMENT 07/22/2003 08:19 4154355321 TIBURON MAIL SERVICE PAGE 02 July 22,2003 This letter is to confirm that Robert Breauit is authorized to act on my behalf in all. matters pertaining to the property on 27 Third Avenue in Osterville, Ma. We wish to tear down the existing house as soon as possible, and Bob has my authorization to make all decisions regarding the demolition and rebuilding a new home on the property. 4esplly Su ed, r July 22, 2003 98 Main Street Tiburon, CA 94920 4i5 4!;, oaf Witnessed By: l % ` Georgia Kirchtnaier 415 435.5633 Executire h5a.nagcr. fax..415 435-1.132 O4 Y1sNI,%.S�� iIF � n U 8R OF God p.0, j3ox 563 • Tiburon. CA 94.920 www.tiburoncbamber.org tibcc@ao1 om Property Location: 27 THIRD AVENUE(OST.) MAP ID: 116/073/// Vision ID: 6647 Otter ID: Bldg#: 1 Card 1 of 1 Print Date:07/22/2003 14:27 CURRENT OWNER TOPO. UTILITIES STRT(ROAD LOCATION CURRENT ASSESSMENT BROWN,PETER K ` 1 evel eptic 1 aved Description Code Appraised Value Assessed Value as S LAND 1010 157,900 157,900 801 7 HIDDEN LN Public Wate: SIDNTL 1010 64,900 64,900 STERVILLE,MA 02655 SIDNTL 1010 2,600 29600 Barnstable 2002,MA SUPPLEMENTAL DATA ccount# 56502 Plan Ref. 27/135 Tax Dist. 300 Land Ct# er.Prop. #SR Life Estate VISION DL 1 NO Notes: i DL 2 LOT 25 GIS ID: 6647 Total 225,400 225,400 RECORD OF OWNERSHIP BK-VOL/PAGE SALE DATE q1410 SALE PRICE V.C. PREVIOUS ASSESSMENTS HISTORY BROWN,PETER K 11345/014 04/08/1998 U I 1 lA Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code I Assessed Value BROWN,PETER K&PHYLLIS 9380/128 09/15/1994 U I 60,000 A 2001 1010 157,900 2000 1010 83,200 t999 1010 83,200 CANDLEN,J S&BROWN,P A P0204EP1 03/15/1994 U I 1 A 2001 1010 64,900 000 1010 41,500 999 1010 41,500 ONANT,HELEN P 7218/302 07/15/1990 U I 1 A 2001 1010 1,300 000 1010 700 999 1010 700 ONANT,HELEN P 7218/301 07/15/1990 U I 1 A ONANT,HELEN M-792 9369/304 U 0 A Total: 224,100, Total: 125 125 400 Total: 400 EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription Amount Code Description Number Amount Comm.Int. APPRAISED VALUESUMMARY Appraised Bldg.Value(Card) 629600 Appraised XF(B)Value(Bldg) 2,300 Appraised OB(L)Value(Bldg) 2,600 Total: Appraised Land Value(Bldg) 157,900 NOTES Special Land Value Total Appraised Card Value 225,400 Total Appraised Parcel Value 225,400 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 2259400 BUILDING PERMIT RECORD VISIT/CHANCE HISTORY Permit ID Issue Date Type Description Amount Insp.Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 5/7/01 SM 00 eas/Listed LAND LINE VALUATION SECTION B# Use Code Description Zone D Frontage Depth Units Unit Price I.Factor S.I. C Factor Nbad. Ad'. Notes-Ad'/S ecial Pricing Ad'. Unit Price Land Value 1 1010 Single Fam RC 3 0.27 AC 237,000.00 1.00 5 1.00 27BC 2.40 PCL(.27,U10)Notes:10 1BLD 584,889.60 157,900 Total Card Land Units 0.271 AC Parcel Total Land Area: 0.27 AC Total Land Valu4i 157,900 Property Location: 27 THIRD AVENUE(OST.) MAP ID: 116/073/// Vision ID:6647 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 07/22/2003 14 ' -CONSTRUCTION DETAIL SKETCH: Element Cd. ICh.I Description Commercial Data Elements Style/Type 4 ape Cod Element Cd. Ch.I Description Model 1 Residential Heat&AC Grade C Average Grade' Frame Type UAT[740] Baths/Plumbing Stories 1.2 1 Story w/U A ccupancy 0Ceiling/Wall ooms/Prtns Exterior Wall 1 14 Wood Shingle /o Common Wall 2 Wall Height 10 Roof Structure 03 able/Hip Roof Cover 03 sph/F GIs/Cmp CONDO/MOBILE HOME DATA Interior Wall 1 03 Plastered Element Code Description Factor 2 10 10 8 Interior Floor 1 12 Hardwood Complex 2 Floor Adj Unit Location eating Fuel 2 it BAS j Number of Units eating Type 9 e umber of Levels BMT 16 FEP 1 C Type 1 None %Ownership 2 2 Bedrooms 2 Bedrooms Bathrooms 1 1 Bathroom COSTIMARKET VALUATION t0 1 Full 8nadj.Base Rate 60.00 Total Rooms Rooms Size Adj.Factor 1.21650 ath Type Grade(Q)Index 0.97 Kitchen Style 1 18 A 2 Adj.Base Rate 70.80 Bldg.Value New 83,473 Year Built 1930 1 1 ff.Year Built (A)1975 rml Physcl Dep 25 uncnlObslnc 0 MIXED USE Econ Obslnc 0 —Spec].Cond.Code 1010 Single Fam 100Spec]Cond% Overall%Cond. 75 eprec.Bldg Value 62,600 OB-OUTBUILDING& YARD ITEMS(L)IXF-BUILDING EXTRA FEATURES(B) Code Description LIB Units Unit Price Yr. Dp Rt %Cnd Apr. Value FPLl ireplace B 1 3,000.00 1975 1 100 2,300 SHED Shed L 240 8.00 1990 1 100 1,700 SHED Shed L 120 8.00 1990 1 100 900 -BUILDING SUB-AREA SUMMARYSECTION > - Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 756 756 756 70.80 53,525 BMT Basement Area 0 740 148 14.16 10,478 FEP Enclosed Porch 0 128 90 49.78 6,372 UAT Attic,Unfinished 0 740 185 17.70 13,098 IT(L Gross ¢Area 7561 2,364 1,179 Bide Vak 1 83,473 TOWN OF BARNSTABLE Building Department- Foundation Permit D ate 7 3 a - 1� 3 Name 7R)MA,ld �f vocation 27 tAtrd kue. NS;+ . nsp. of Bldgs. 3 6,1ineering Dept.(3rd floor) Map �. ( � Parcel a7'_3 PJS Peiinit# �- House# Date Issued �r 1 Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) = •� Fee S- o D y Conservation Office(4th floor)(8:30- 9:30/1.00 2:00) Planning Dept.(1st floor/School Admin. Bldg.) Definitive Plan Awroved by Planning Board 19 ; BARNSTABLE. IV QED MPS�`� TOWN OYBARNSTABLE Building Permit Application t Project Street Address o? 7 /2) 14 yE .' Village ©a't 6p!! S ' z Owner 'P6, TL A- 132 a W itJ Address 5A eye- Telephone 'Permit Request 5%k (d First Floor ,- square feet Second Floor square feet -Construction Type Estimated Project Cost $ 91 1 a Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No ' Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) 'Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑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 No. 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 ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other size Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use 4 Cl Builder Information Name n( 0 AG L_ k 0 0 r I N Ca Telephone Number Address , :j 7 6 tl 4 K_ PArCA 4 License# l l u D&T U`�TG l-✓f Lt �14• DP(05S Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO T00,1 0 D OHP SIGNATURE �DATE "-R - ��- B W L ING PERMIT DENIED FOR THE FOLLOWING REASON(S) ti f FOR OFFICIAL USE ONLY -PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE _ OWNER - 4 DATE OF INSPECTION:', FOUNDATION ` FRAME - INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 10 , DATE-CLOSED OUT ASSOCIATION PLAN NO. + `���ire r ®Wn of Barnstable TheT Department of Health Safety and EnvironmeIItal Services � °� . Da p Building Division 36;Main Street,Hyannis MA 02601 f Ralph Cmsstr. Office: 508-►90-6Z27 Building Coma Fax: 508,90-6230 For office use only Permit no._ Date AFFIDAVIT ' HOME ffffROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION ` MGL a 14ZA requires that the "reconstruction, alterations, renovation, rep air, modernization. conversion, improvement, removal, demolition, or constracttmao�fthan fouron tO any dwelling units pre-existing owner occupied building containing at least one but not contractors, with structures which are adjacent to such residence or building be done by registered certain exceptions,along with other requirements Type of Work: RC- 4 00 F Est. Cost i �� �+i l�UE. DSTE�/� Lc� H 4 . va c"SS Address of Work Owner's Name Date of Permit Application: I hereby certify that: Registration is not required for the following resson(s): Worn excluded by iaw _Job under SI,000. _Budding not owner-occupied Owner pulling own permit Notice is hereby given that: � OWN PERMIT OR DEALING WITH UNREG�B� OWNERS PULLING TBLFHOMEOVEVIMT CONTRACTORS FOR APPLI N PRO �R � GRAM OR GiT�D UNDER MGL c 14Za ACCESS TO THE ARBITRATION P SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the owner. ,,� A-� of ,� ® � 0 Contractor Name Registration No. Daze 11!00 Lv� CI)IIIIII01111-CIIII/I of.1fassach"scris t:j Depart"Iel't of Industrial Accidents Afffee of IffyestIgsill offs 600 11a.vkhtgruir Street Biarait. Mass. OZIIJ Ulurkxn' Compensation Insurance Affidavit 'AaEHT-i-n f6FR n-1 in lnc7:,inn- 7 T-(*(4 0 9 A(16F citv i t14A. 99 mhonl—1 am a homeowner performing all work myself. I—am a sole proprietor and have no one working in any capacity m an employer providina workers' compensation for m% employees working on this cniiiwiny nnmv- cin mhnne Of• iwmrrmrr rn nnficv it I am a sole proorleor. vencrai contractor. or homeowner(circle ojzc� and have hired the contractors listed below -xr-- the 'ollowing workers compensation police:: c-nmn:i.nv niinr- cir", incur-err rn rynlicr if crininnriv i.jjn,.- ,pinch additional s c ct if n e c el's-it-r-F- F:Iijurc to secure cin-cr-lec:is required unucri:ection-":A of AIGL IS:can lead to the imposition of criminal penalties 01*2 line up to Sl- -UU 2nutur uric ,cars' imprisonment a. 1%wcll as civii penalties in the form of 2 STOP WORK ORDER and a fine of 51110.00 2 day against me. I understand th--t n cod} 41f this statement nin, be furwnrcicd to the orrice of Investigations of the DIA fur coverage verification. do herchr crr7jfj-itillier the pains and penalties ofpctjury that the information prorided above is true uy:d correct. A '11,47 Oatc nam e Phone# LI Cp 0 �••r�t�Tr'eiai u�c only do nut write in this arcs to be completed b�'cin•or town aRcial ' city or tn%%,n: permit/license r-Ifluildina Department C21-iciensing Board :Z belcetme n'.,Orrier check irimincuiatc response is required C: F rilic2ith L)cr2rtmcrlt phone cont.n..'T nervin: Information and Instructioas Massacltutictts General Laws chapter 152 section 25 requires all employers to provide workers' ct�ntpcnsation all r»>plurer is defined as every person in the service of :nether undo- etnnlo1 res. As quoted from the contract of hire. express or implied. oral or kvrincn. An einplurer is defined as an individual. partnership. association. corporation or other legal entity, orally mo Or the �ure�_oing cn__ags d in a joint enterprise, and including the legal representatives of a deccuscti cmplover• or .!,,.: recci%cr or tntstce of an individual - partnership. association-or other legal entity. employing emplovecs. Ho%vevz m"Incr of a dwelling_ liottse having not more than three apartments and who resides therein. or the occupant of the dN elling, house of mother who emplm's persons to do maintenance *construction or repair wort: on such dweilit:_ or oil the __rounds or building appurtenant thereto shall not because of such employment be deemed to be an e:^�:. i ViGL ::ha ter 1 2 section ,S also states that cvcry state or local licensing agency shall withhold the issu nnce c: n � c��al of a license or hermit to operate a business or to construct buildings in thr commom�cc m Car d c::ttt who ltas not produced acceptable evidence of compliance with the insurance cowerabe requirctl. aa�..ionalk. neither the commonwealth nor and• of its political subdivisions shall enter into any contract for the pc:•:onn;.::ce of public wort: until acceptable evidence of compliance with the insurance requirements of this c::a�: hey:: prezc:aed to the contracting authority. Pl.::se 'ill in the Nvorkc:-s' compensation affidavit compietely, by checking the box that applies to your situazion c: succivinc company names. address and phone numbers as all affidavits may be submitted to the Department of nc::strial .Accidc:its for confirmation of insurance coverage. Also be sure to sibs and date the affdawit. Tice it Jiouid be returned to the ciry or town that the application for the permit or license is being requester. r :,:e Dcrarnne::t of Industrial Accidents. Should you have any questions regarding the "law" or if you are rec. .o octz:n _" workers compensation policy. please canll the Department at the number listed belo,.t'. City or Towns Ple��_ :-e :ure that the affidavit is complete and printed legibly. The Department has provided a space at the bor:cr. tale for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. E be _ to fail in the permit/license number which will be used as a reference number. TIte affidavits may be re:ur: -:ie Dt=rttnent by mail or FAX unless other arrangements have been made. The -:Dfticc of in\,esticatioils would like to thank you in advance for you cooperation and should you have any ques: pierse ao iiot liesitate :o _•ive us a c-211. The Decartmenr's address. teiepiione and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents - Office cf Investigations 600 Washington Street Boston, IMa. 02111 fax ®: (617) iZ'' 749 nnc�nc =. . 6 i-) 2'"-=900 c-:I. 406. 409 or _-c to January 1, 2004 01�� 1 ' LEVOTOR m a n u f a c t u r i n g company, inc . Roped Hydraulic Residential Elevator Specifications P.O.Box 749,5191 Stump Rd.,Plumsteadville,PA 18949 Toll Free:888-443-2800,Phone:215-766-3380,Fax:215-766-3385 ,�' r CONTENTS Part 1 : General 1.1 Description of Work 1.2 Work By Others A. Hoistway B. Machine Room C. Electrical Requirements 1.3 Quality Assurance A. References B. Qualifications C. Regulatory Requirements Part 2: Submittals 2.1 Product Data 2.2 Layout Drawings Part 3: Product 3.1 Manufacturer 3.2 Characteristics 3.3 Equipment A. Operation 1. Battery lowering 2. Emergency car lighting 3. Homepark feature 4. Automatic two-way leveling 5. Low oil control B. Control System C. Hydraulic Power Unit D. Plunger and Cylinder E. Pipe Rupture Valve F. Car Frame and Platform G. Car Suspension H. Guide Rails I. Car Operating Panel J. Landing Controls K. Hoistway Doors 1. Door locks L. Car Door(s) M. Car Enclosure N. Electrical Wiring Part 4: Execution 4.1 Examination 4.2 Installation 4.3 Operating Instructions 4.4 Maintenance 4.5 Warranty Part 1 : General 1.1 Description of Work To furnish all labor and materials required to cover a complete installation of(one)roped hydraulic residential elevator. The elevator is to be installed in a first class workmanlike manner in accordance with the specifications and drawings provided. 1.2 Work By Others The following preparatory work to accommodate the elevator installation is to be done by others and is part of work of other sections. A. Hoistway 1.A finished, plumb hoistway of proper size and construction conforming to ASME A17.1, all applicable building codes, and the elevator layout drawings. 2.Adequate supports shall be provided for fastening rail brackets as indicated on the layout drawings. Supports must withstand rail forces indicated. 3.A poured pit conforming to all applicable codes,ASME A17.1, and to the dimensions indicated on the layout drawings must be provided. The pit must be designed for the impact load indicated and must be guaranteed dry and,level from wall to wall. 4.Knock-out in walls between the machine room and elevator hoistway for routing hydraulic and electrical lines and for hall buttons shall be coordinated with the elevator contractor. 5.All wall patching, painting, and grouting by others. 6.Hoistway doors,frames, entrances, sills, and associated framing to be provided and installed by purchaser or general contractor. B. Machine Room 1.An adjacent machine room built to conform to the layout drawings, NFPA 70,ASME A17.1, and all applicable building code requirements. It shall have suitable access, a lockable door, a convenience outlet, and light switch. Machine room temperature must be maintained between 60 and 100 degrees Fahrenheit. Relative humidity not to exceed 95%. 2.A telephone line to the machine room and tied into the elevator controller as per ANSI/ASME A17.1 code. 3.Machine room vents as required by local code. C. Electrical Requirements 1.A 220VAC,single phase service,with neutral,to a lockable safety disconnect switch,fused with time delay fuses shall be furnished in the machine room in accordance with NFPA 70. A normally open electric interlock contact is required in the switch for battery isolation. 2.A 120VAC, single phase, 15 AMP service to a lockable fused disconnect switch, or circuit breaker, located in the machine room shall be provided for the cab lighting in accordance with NFPA 70. 1.3 Quality Assurance The elevator shall be designed, manufactured, installed, and inspected in accordance with ANSI/ASME A17.1 standards and all applicable regulations of federal, state, and local codes and ordinances as adopted by local agencies having jurisdiction. A. References 1.American National Standards Institute(ANSI) 2.American Society of Mechanical Engineers(ASME) 3.National Electric Code(NFPA 70) 4.CSA B44.1/ASME A17.5,elevator and escalator electrical equipment requirements. B: Qualifications The installation shall be performed by a company with no less than (5)years of successful experience in the assembly and erection of similar type elevators and who has adequate product liability insurance. C. Regulatory Requirements The elevator installer shall verify requirements of the local authority having jurisdiction and i shall obtain and pay for necessary municipal and state permits and inspections as required, and make tests as called for by the regulations of such authorities. 1 M Part 2: Submittals 2.1 Product Data Submit manufacturers literature including product data, cab designs, color charts, signal fixtures, and I specifications. 2.2 Layout Drawings Layout drawings shall be submitted showing the general arrangement of the elevator equipment including dimensions, clearances, location of machine equipment,and all loads and reactions imposed on pit and building structure. Part 3: Product 3.1 Manufacturer The roped hydraulic residential elevator shall be manufactured by Custom Elevator Manufacturing Co. Inc. Plumsteadville, PA. US.Toll Free 1-888-443-2800 or 215-766-3380 Fax 215-766-3385 and installed by 3.2 Characteristics Type: Roped 2:1 Hydraulic Capacity: 750 lbs. Car Speed: 40 FPM Operation: SAPB/single button collective Travel: Number of Stops: Number of Openings: Inside Car Dimensions: 36"X 48"X 80"high Power Supply: 220 Volt, single phase, 60 Hz. Cab Design: Push Button Faceplates and Handrail Finish: 3.3 Equipment A. Operation i Operation of the elevator shall be single automatic push button or single button collective(field j programmable); momentary pressure on any button will call or send the elevator to the corresponding landing providing all doors are closed. I 1.Battery lowering: In the event of a power failure,the elevator shall automatically descend to the homepark landing,wait 30 seconds,then proceed to the bottom landing while monitoring all safety circuits. If the elevator is equipped with a power car door(s) option,the car door(s)shall open and close automatically. Batteries are to have an automatic charging system. 2.Emergency car lighting: In the event of a power failure,the car lights shall automatically transfer to battery power. 3.Homepark feature:The elevator shall automatically return to a field programmable designated landing after one minute without use. 4.Automatic two-way leveling:The leveling device shall automatically stop and maintain the car within '/2 inch of the landing regardless of the change in load. 5.Low oil control:A low oil control feature shall be provided designed to automatically cause an up traveling car to descend to the lowest terminal landing if the elevator should fail to reach a landing in a predetermined time or if the system does not have a sufficient reservoir of oil. B. Control System A microprocessor based control system certified and labeled to the requirements of CAN/CSA- B44.1/ASME A17.5 shall be provided. It shall include a motor starter with a potential relay, motor overload device,an uninterrupted power supply with battery charging circuit, and external relay redundancy circuits to prevent dangerous conditions as a result of a single contact failure. All circuits shall be fuse protected.All to be enclosed in a single NEMA 1 lockable cabinet. C. Hydraulic Power Unit The hydraulic power unit shall include a submersible motor, rotary screw type pump,two- speed control valve, and oil reservoir with an oil level gauge. The control valve shall include a safety check valve, up and down acceleration, deceleration, leveling, and soft stop adjustments, pressure relief valve, manual lowering valve, constant down speed regulation, pressure gauge with shutoff, negative pressure switch, and manual shutoff valve all mounted and enclosed in a compact unit assembly with a key lockable cover. 2 f D. Plunger and Cylinder The cylinder shall be constructed of steel pipe with a steel bulkplate welded to the lower end and a cylinder head welded on the upper end which houses the self-adjusting packing, bearings, wiper,air bleeder, and leach line hose. The plunger shall be manufactured from accurately ground and polished tubing fitted with a steel stop ring welded to the bottom to prevent the plunger from leaving the cylinder in the up direction. E. Pipe Rupture Valve An automatic shut off valve at the cylinder inlet shall be provided to stop and hold the elevator in the event of a main oil line failure or if the elevator should overspeed in the down direction. F. Car Frame and Platform The car frame shall be fabricated from structural and formed steel members,welded and bolted construction,of the cantilevered design. It shall be fitted with roller guide shoes, broken rope car safeties, and a slack cable switch that will disconnect power to the control valve if a rope should be become slack or broken. The car platform shall be fabricated from 1-1/4"plywood protected with a fire retardant material. G. Car Suspension The elevator car frame shall be suspended by(2)3/8"diameter,6 X 19,traction steel cables. The cables shall dead end to the pit steel on one end, pass over a"U"groove sheave,and attach to the car safety device with approved type wedge sockets. H. Guide Rails The car guide rails shall consist of(2)machined steel"tee"sections, no less than 8 lb. per foot, securely fastened to the hoistway structure with steel brackets. All rail end sections shall be tongue&groove type joined with steel splice plates. I. Car Operating Panel Car operating panel shall consist of metal lens call push buttons with red LED halo lighting for each landing, an alarm button, emergency stop button, light switch,and a digital car position indicator with car direction arrows all mounted onto a brushed stainless steel faceplate(brass optional). Digital C.P.I.shall be field programmable. J. Landing Controls Landing control stations shall consist of a metal lens call button and a"car here"indicator with red LED halo lighting mounted onto a brushed stainless steel faceplate(brass optional). K. Hoistway Doors The general contractor or owner is to furnish (elevator contractor may opt to furnish)and install hoistway doors,frames, hinges, and passage sets at each landing. The type and installation of the doors and frames must comply with ASME A17.1, all state and local codes and as per manufacturer's layout drawings. 1.Door locks An electro-mechanical unit system contact and lock shall be furnished for each hoisway entrance. The interlock device shall prevent elevator operation unless all doors are closed and locked and prevent opening of a door when the car is not at that landing. L. Car Door(s) The car door(s)shall be solid panel construction accordion type folding door(s)that prevent a person's hands or feet from extending through openings. Finish shall be vinyl laminate chosen from the manufacturer's standard color selections(hardwood,visifold, and alumifold optional). Car door shall be equipped with a positive contact switch to prevent elevator operation with the car door(s)open (power car door(s)optional). M. Car Enclosure The cab walls shall be constructed of/4"minimum plywood substrates faced with plastic laminate or wood veneers with wood trim accents as selected from the manufacturer's standard designs. A brushed stainless steel handrail (brass optional)shall be located on one wall. A telephone shall be furnished in the elevator cab for emergency communication. Cab ceiling shall be a minimum of W thick substrate with at least a(2)bulb light fixture as selected from the manufacturer's standard ceiling designs. Finished flooring covering is to be furnished by others. N. Electrical Wiring All wiring and electrical materials shall conform to NFPA 70 and with all applicable codes. Insulated wiring shall have flame-retardant and moisture proof outer covering and shall be run in conduit or electrical wireways as required. Traveling cables shall be flexible and suitably suspended to relieve strain. Part 4: Execution 4.1 Examination Elevator installer shall verify dimensions of hoistway, pit, machine room, and inspect conditions of supports and structure prior to installation. 4.2 Installation The elevator shall be installed in accordance with the manufacturer's instructions and shall conform to ASME A17.1 and all state and local code requirements. 4.2 Operating Instructions Upon completion of the installation,the owner shall be instructed on the elevator's operation,safety precautions, and maintenance requirements. The owner shall be supplied with an owner's manual to retain for reference. 4.3 Maintenance The elevator shall be maintained in accordance with the manufacturer's recommendations and all applicable codes 4.4 Warranty The elevator shall have a (2)year limited parts warranty. i d OVERVIEW OF ' CONTROLS/PUSHBUTI STANDARD .1 •Automatic pushbutton cc •Microprocessor based co FEATURES I i battery back-up •Light-up pushbuttons in •Digital floor position indi• CHARACTERISTICS Sheave •Automatic cab lighting v, —Assembly •Automatic indicator light •Up to 950 lb.capacity(750 lb.standard)* *Automatic"Home Park" •40 f.p.m. nominal car speed Hydraulic •"Car Here" indicator ligh •Up to 6 stops with 50'of floor to floor travel* i Piston •Low oil protection timer •Minimum pit depth of 8" required(10" recommended) • Minimum overhead clearance of 8'0" required(9'6" recommended) •Up to 15 square feet interior cab sizes available(12 sq.ft. standard)* CAB FINISHES St ACCE i *Consult factory for other custom options. •Classic Series cab availab Car { choices and other option Frame ; •Solid panel accordion cal EQUIPMENT laminate choices •1:2 roped hydraulic drive i " •36" x 48"x 80" high cle •(2) 3/8" diameter hoist cables `j opening configurations •Single stage hydraulic piston and cylinder with pressure balanced I •Brushed stainless steel ha •Brushed stainless steel ca self adjusting seal •Heavy duty cantilevered design car sling with roller guide shoes •8 lb. per foot steel tee guide rail system •220 volt single phase power supply OPTIONS •Vibration free submersible pump/motor assembly with 3 or 5 hors e- •Premier, Signature, and I power motor option •Two speed control valve with(4)solenoids,soft start and stop, j variety of finishes and of and constant down speed regulation ' •Accordion cab doors in t i aluminum,and clear or I Heavy Duty Hydraulic •Recessed telephone cabi SAFETY DEVICES Guide Rails Cylinder •Automatic car door oper •Polished stainless steel,k •Type"A" instantaneous broken rope car safety faceplate and handrail fit •Pipe rupture valve j •Upper and lower terminal limit switches Controller •Top final limit switch •Slack cable switch •Emergency car lighting in cab •Emergency push/pull stop switch to cab i •Emergency push button alarm in cab •Automatic car releveling device Pump Unit •Floor selectable battery lowering device j WW •Emergency manual lowering valve I •Emergency telephone in cab •Solid panel cab doors with approved safety switch - •Approved electro mechanical hoistway door interlocks •Rubber impact bumper below elevator car •UL and/or CSA certified electrical and hydraulic devices 1:2 ROPED HYDRAULIC •Manufactured in accordance with ASME A17.1 Safety Code I L 4'-5" CLEAR FINISHED HOISTWAY 9" 3'-2" PLATFORM 6" a 3'-0" INSIDE CAR RAIL J 4 3/4" 4 1/4" (NOMINAL) z O U Z N 04 J V HANDRAIL Z N 0 m N U' ~ e Z _ mir J_ � v Y w a. Z U ir c O = U- M O N 47 0_ j o _I CAR EOPERATING U N N N O U CAR COLUMN I ` :t rn Ia �2�-1 0" CLEAR CAB OPNG. 3" MAXIMUM w Uj z a I 'o 0- YACCORDION TYPE HOISTWAY DOOR N < O CAR GATE LOCK (TYPJ w Uj X 0 U a 9" 3'-0" WIDE SWING DOOR 8" J Z o REF. N z ONLY z 3 HALL STATION TYP. AT ALL FLOORS i14 i Hoistway Plan (IR-1-750) Custom Elevator Mfg.Co.,Inc. 5191 Stump Road Plumsteadville,PA 18949. rz%,2VIUES1Vl Toll Free:888-443-2800 RiTOiZ Fax:215-766-3385 manutaetu►In9 company, lac. ROPED HYDRAULIC RESIDENTIAL ELEVATOR w w w . c u s t o m e l e v a t o r i n c . c o m E 61 V Onv, V7 c� Ld a 11J 1 ICJ v al y / r „�.b Y • � ♦ I � �a2-try<� '��,�. ��� ���� . � d ; � i � � � ` . 3 a 4it L- - • , a� s r�r � Ds� -1 0 -3: i 3 r-d ��_, � �� �� a� �� < Page 1 of 1 Paz rr � Subj: (no subject) Date: 8/15/2010 10:59:44 A.M. Eastern Daylight Time From: agmeco cDcomcast.net To: tmart56165�aol.com ry 00 4� O 0 'D °a - - $ASSACHUSETTS f I. Sent from my Phone. Sunday, August 15, 2010 AOL: Tmart561 i .S3a�id1S EST �C dd.LS ,S dVIS dd1S1 ,S3-add1S i i 3�dtll.S .S .S3�+dtl1S ,S3add1.S -Vdd1S ,S3adtl1S .Sdd.LS .S3�dtlLS .S3adtl1S ESM:d:VYISI ,S31dd S .S31dV �,c3�dtl1S K S (,S3advi-S .S3�dd1S .S3'�dtl1S .S Page 2 of 2 /J �4 ttp r 1 v. . 110: 41 a -r Sent from my Phone Sunday, August 15, 2010 AOL: Tmart561 TAPCES' MAPLES 1 ESTAPLES' STAPLES' �w STAPLES� STAPLES i I �STAPLE� STAPES. STAPCES FAPLE5ST � a s ES' STAPE S' STAPES. STA►P S, C STAp k ,•�}�F�C.ES'� ��XAPME�S' FSTAPM5 I5'l S.VA'PGES ( STAPLES* STAPLES "-- I I _p `' � j �� .t ' .!.. �T+ram C �."'_._ •4. 'jo a• p j Li � � a4� • ern _-___ - _.- _ r� Y ,T l a 1 .A e+/ 4 i t � I . .......r..:..tiy,- h,i _.yy...a.a.�y n.:-a-.... rFf'•-_..k.F..,i_'.: • :z.-. a E .. e S:..... .. ... _ _ _-. _ c.� - ya rE� STAPLES ,TAPLES' CS:TAYLES]� • t j ' STAPES" STAPLES' ESTAPLES' STAPES. ;,7 F!TAP r.Es" TAPLES. ApF.ES" S ST STAPLES' STAPLES' STAPLES STAPLES STAPLES" STAPES' STAPLES. f f STAPLE' STAPLES" STpP�S' STABS "�� STAPLES STAPLES' STAPLES" , Page 2 of 2 :t i Sent from my Phone Sunday,August 15, 2010 AOL: Tmart561 }, f 1 f 1r � A f '1 • B 24762 Pa135 41377 rj$- 18-2010 a 03 m 59c3 DEED RESTRICTION WHEREAS, J. Gregory Murphy and Maria Martignetti Murphy of 22 Third Avenue, Osterville, MA are the owners of 22 Third Avenue located at Osterville, MA(hereinafter referred to as 22 Third Ave. and being shown as part of Lot 22, containing 4,000 square feet on a plan entitled "Plan of Land in Osterville, Massachusetts, belonging to James A. Lovell, January 1909, Frederick O. Smith, C.E.," which Plan is recorded with.the Barnstable County Registry of Deeds, Plan Book 27, Page 135. WHEREAS, J. Gregory Murphy and Maria Martignetti Murphy as the owners of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to . granting a disposal works construction permit for a septic system in. compliance with 310 CNM 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable Registry of Deeds by recording this document, NOW, THEREFORE, J. Gregory Murphy and Maria Martignetti Murphy do hereby place the Following restriction on this above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: f r l 1. The 22 Third Avenue,.Osterville, MA may have constructed upon the lot a house containing no more than (3)bedrooms. J. Gregory Murphy and Maria M. Murphy agrees that this shall be permanent deed restriction, affecting number of bedrooms located on 22 Third Ave., Osterville, MA, and being shown on the above referenced Plan. For title ownership see the following deed: Book 22068, Page 275. Executed as a sealed instrument the 17' day of August, 2010. Owner's S' J. regory Murphy Owner's Signature: Maria Martignetti IrAy COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. August 17, 2010 Then personally appeared the above-named J• 6 e os-y NoU hu known to me to be the person who executed the foregoing instrument and acknowledged the same to beejg0¢y mu f tree act and deed, before me, -y►t e m m a5.y✓so� (Notary Public.) JULIE M.MA N Notary Public r Commonwealth of Massachusetts ' My Commission Expires April 22,2016 My commission expires: °L a 8011v (date) Daniel .E Braman, P.E. 'C�t-U►(3�`�Ll��E�t;��l+�G� 189 Harbor Point Rd Cummaquid, MA 02637-0361 ` 042 4vr O t_ac CaPc ��tL. t"c� �" qr _o `� Gr�$Alpp. Y ftJG. • � G�1(., C.aPA.�t�--� _ :7j o G� 0 0 I S +� , . � W • C,is P!sue t"�'—t �F •�a S ©•t�lC•��':c..�;PjGS �is ��'.�.� Q•� -vr rz TC C •33� R 5 .5 G � oo A. �p0 LT d. ttt El ZT:�.caRSt TZac�� • 2d' vu A.c_.cr � 3a� . S a 2 Y 5.5 )c:.L► t -4, 4.5 x l t 1 t t r2 x 2c3 4.3 c.5 � � � L•1 ��ans �oo� Tc-"T4-4. 4—v 2 3c 5 5 x 4 3 2 4 Y. 4.1� 5 Z o� -� t`I,A Ac C3 4- 1k, 0 1-4 Q C44'kett l5 4 Cr .►1� F vv�� d tv fs�o�s d of �gsf'y� e-IQ �'�t.' 5 BARAMANE. ��.• Q,Vt tY1 Ce 0 3TRUC'rURAI V N y � 0ffsstONAL P BOlSE- BC CALC®2003-DESIGN REPORT - US Wednesday,June 08,2005 i1:08' Single 11 7/8" AJSTM 20 MSR Fite Name: Hubbell Residence.BCC:Level 1\J_16' Job Name: Hubble Residence Description:2nd floor joist Address: 22 Third Ave Speer. be City,State,Zip:Osterville,MA Designer. ' Customer. Olde Cape Builders Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psi 110 psf OC Spaang 16" B0,1-1/2" B1,1-1/2" 475 Ibs LL 475 Ibs LL 119 Ibs DL 119 Ibs DL ' Total Horizontal Length-17-09-12 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 17-09-12 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever. No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: 0/12 Moment 2643 ft-Ibs 60.1% 100 2 1-Internal Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 594 Ibs 51.9% 100% 2 1-Left Repetitive: Yes Total Load Defl. U557(0.383") 43.1% 2 1 Construction Type:Glued Live Load Defl. U697(0.307') 68.9% 2 1 Max Defl. 0.383 38.3% 2 1 Live Load: 40 psf Span/Depth 18.0 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1')Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 81 is 1-1/2". who would rely on the output a: 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 above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide 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 OSI3 RIM BOARD-,BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, ` VERSA-STRAND-, VERSA-STUD®,ALLJOISTO anc AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 r sQ - BC CALC®2003 DESIGN REPORT - US Wednesday,June 08,200511:08 Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP 'File Name: Hubbell Residence.BCC:Level 1\13_5 Job Name: Hubble Residence Description:beam defining fire place opening Address: 22 Third Ave Specifier: be City,State,Zip:Osterville,MA Designer. Customer: Olde Cape Builders Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: Standard Load-40 psf 110 psf Tributary 0&00-00 AL BO 81 565 Ibs LL 565 Ibs LL 169 Ibs DL "169 Ibs DL Total Horizontal Length-04-08-08 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 04-08-08 Live 40 psf 06-00-00 100% Member Type: Floor Beam _ Dead .10 psf j 06-00-00 90% Number of Spans: 1 Left Cantilever. No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Moment 864 ft-Ibs 4.1% 100% 2 1-Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 06-00-00 End Shear 425 Ibs 5.3% 100% 2 1-Left Total Load Defl. U16015(0.004') 1.5% 2 1 Live Load Defl. U20797(0.003') 1.7% 2 1 Max Defl. 0.004" 0.4% 2 1 Live Load: 40 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 10.0 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 B1 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 Connector Manufacturer. Simpson Strong-Tie®Company Inc. 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 Member has no side loads. . and analysis methods. Installation of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guidc a=2„ d and the applicable building codes. b=3„ b To obtain an Installation Guide or if c=4„ a you have any questions,please call d=12" (800)232-0788 before beginning product installation. . C BC CALC®,BC FRAMER®,BCI®, BC RIM BOARD-,BC OSB RIM , BOARD"" BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO anc AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 �;SE^ BC CALC®2003 DESIGN REPORT - US Wednesday,June 08,200511:08 Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Hubbell Residence.BCC:Level 11B 3 Job Name: Hubble Residence Description:beam defining fire place opening right Address: 22 Third Ave Specifier: be City,State,Zip:Osterville,MA Designer. Customer: Olde Cape Builders Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: �17 Standard Load-40 psf l 10 psf Tributary 01-04-0 r' BO B1 853 Ibs LL 451 Ibs LL 318 Ibs DL 198 Ibs DL Total Horizontal Length-13-10-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trilb. Dur. S Standard Load Unf.Area Left 00-00-00 13-10-04 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 014)4-00 90% Number of Spans: 1 1 B_5 Conc.Pt. Left 02-00-00 02-00-00 Live 565 Ibs n/a 100% Left Cantilever. No Dead 169 Ibs n/a 90% Right Cantilever. No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-04-00 Moment 2686 ft4bs 12.6% 100% 2 1-Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 1093 Ibs 13.6% 100% 2 1-Left Total Load Defl. U1714(0.097") 14.0% 2 1 Live Load: 40 psf Live Load Defl. U2419(0.069') 14.9% 2 1 Dead Load: 10 psf Max Defl. 0.09T' 9.7% 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 a: 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+112 interrnediate,bearing particular application. The output Connector Manufacturer. Simpson Strong-Tie®Company Inc. 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 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:16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2" (800)232-0788 before beginning b=3„ b d product installation. c=4" 8 BC CALM,BC FRAMER®,BCI®, d-12 BC RIM BOARDT",BC OSB RIM BOARD-,BOISE GLULAM-, C VERSA-LAM®,VERSA-RIM®; ' VERSA-RIM PLUS®, VERSA-STRAND- VERSA-STUD®,ALLJOIST®anc AJST"are trademarks of Boise Cascade Corporation. Page 1 of 1 r • B0�$E- BC CALC®2003 DESIGN REPORT -US Wednesday,June 08,2005 11:08. Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Hubbell Residence.BCC:Level 1\13_2 Job Name: Hubble Residence Description:beam defining stair Address: 22 Third Ave Specifier: ' be City,State,Zip:Osterville,MA Designer. Customer: Olde Cape Builders Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: p , _ iI I lftnd.rd Load-40 psf 110 psf Tributary PrF0M BO B1 2665 Ibs LL 2302 Ibs LL 889 Ibs DL 702 Ibs DL 1 Total Horizontal Length-15-04-04 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 15-04-04 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 10 psf 06-00-00. 90% Number of Spans: 1 1 floor Unf.Area Right 00-OD-00 09-06-00 Live 40 psf 01-00-00 100% Left Cantilever. No Dead 10 psf 01-00-00 90% Right Cantilever: No 2 B_3 Conc.Pt. Right 09-06-00 09-06-00 Live 451 Ibs n/a 100% Dead 198lbs n/a 90% Slope: 0/12 3 B 4 Conc.Pt. Right 14-06-00 14-06-00 Live 451 Ibs n/a 100% Tributary: 06-OD-00 Dead 198lbs n/a 90% Controls Summary ' Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 12479 ft-Ibs 58.7% 100% 2 1-Internal Dead Load: 10 psf100% Neg.Moment 0 ft-Ibs n/a Partition Load: 0 psf End Shear 2647 Ibs 32.9% 100% 2 1-Right Duration: 100 Total Load Defl. U343(0.537") 70.0% 2 1 Live Load Defl. U452(0.408") 79.7% 2 1 i Disclosure Max Defl. 0.537" 53.7% 2 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output a,, Design meets Code minimum(U240)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 B1 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood Connector Manufacturer. Simpson Strong-Tie®Company Inc. 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 Member has no side loads. you have any questions,please call Concentrated loads are not considered in side load analysis. (800)232-0788 before beginning product installation. Connedois are: 16d Sinker Nails BC CALC®,BC FRAMER®,BCIG, a=2„ d BC RIM BOARD-,BC OSB RIM b=3" b BOARD- BOISE GLULAM- c=4„ a VERSA-LAM@,VERSA-RIM®: d=12" VERSA-RIM PLUS@, - VERSA-STRAND-, VERSA-STUDG,ALLJOISTG anc C AJSTBoise are trademarks of _ Boise Cascade Corporation. Page 1 of 1 B0 - BC CALC®2003 DESIGN REPORT -US Wednesday,June 08,200511:07 Triple 11/4" x 11 7/8" VERSA-LAM®3100 SP File Name: Hubbell Residence.BCC:Level 1\13_1 Job Name: Hubble Residence Description:Beam defining stair(left) Address: 22 Third Ave Specifier: ,be City,State,Zip:Osterville,MA Designer. Customer: Olde Cape Builders Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 2 1 1 Standard Laad-40 psi 110 psf Tributary 01-04-00 BO B1 3691 Ibs LL 1214 Ibs LL 1254 Ibs DL 511 Ibs DL Total Horizontal Length-18-00-00 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 , 18-00-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 stair Unf.Area Left 00-00-00 0400-00 Live 40 psf 08-00-00 100% Left Cantilever. No Dead 10 psf 08-00-00 90% Right Cantilever. No 2 B_2 Conc.Pt. Left 04-00-00 04-00-00 Live 2665 Ibs n/a 100% Dead 889lbs n/a 90% Slope: 0/12 Tributary: 01-04-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 15903 ft-Ibs 49.8% 100% 2 1-Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 4465 Ibs 37.0% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U406(0.532') 59.1% 2 1 Partition Load: 0 psf Live Load Defl. , U558(0.387') 64.5% .2 1 Duration: 100 Max Defl. 0.532" 53.2% 2 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 a: Design meets arbitrary(1'1 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 Nailing schedule applies to both sides of the member. with the current Installation Guide Member has no side loads. and the applicable building codes. Concentrated loads are not considered in side load analysis. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. a=Z„ d BC CALC®,BC FRAMER®,BCI®, b=3" BC RIM BOARD-,BC OSB RIM c-_1 8 BOARD TM 3" BOISE GLULAMTM d- • VERSA-LAM®,VERSA-RIM®, e= o 0 VERSA-RIM PLUS®, C VERSA-STRAND VERSA-STUDSUD®,ALLJOIST®arc AJSTM are trademarks o1 • • Boise Cascade Corporation. P 0 0 -,b Pagel of 1 Daniel t;. Brmngn. P.E. A r-- 189 Harbor Point Rd Cununaqutd MA 02637-0361 O to e C4? E VL..) <<-V t<•c C1 1 t - 4- 428 r—kD Ga o,c.. IS �c 141 4- 15 xc 3 715 X. GOO .Q x t2 1 -$ A Ge> x t�- = 12�/ LOO u QtQ /05.0 L! 5r, 4- (- cO 0 y cce c is, {04 des _- O� G1f r o� oANIEI_E. �g� • o m Gb. rae>ve v � BRAlAAW U �ffm ��6r . sipn -cep.. 3IE 'rc.co cz l._ca.ls,o.c 14 c�.: V.L.� G5 p�j L� (..� 4o F%7�- IS S F'A,+J w (Tk 2 X-a I?- J-6>157's /G Fi. L-v Afl �'�x 3 .3 73 pef- M w4 ,c S• NI . 2 - 2�-� � 21c 7,5� 15. 12 irk c�c�n y cle�-a�(s, 1o4ds o� . QtvK.��. 51�25 dr"1�tV �M euc� chee� U RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Hubbell Res.. Osterville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X17 Fy = 36. 0 ksi Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 017 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 18 . 00 0. 180 0 . 180 0 . 000 0 . 000 0. 480 0 . 480 SHEAR: Max V (kips) = 6. 09 fv (ksi) = 2. 51 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 27 . 4 9. 0 0 . 0 1 . 00 20 . 31 24 . 00 20 . 31 24 . 00 Controlling 27 . 4 9. 0 0. 0 1. 00 20 . 31 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1. 77 1 . 77 + Max + LL reaction 4 . 32 4 . 32 Max + total reaction 6. 09 6. 09 DEFLECTIONS: Dead load (in) at 9. 00 ft = -0 . 196 L/D = 1103 Live load (in) at 9. 00 ft = -0. 477 L/D = 453 Total load (in) at 9. 00 ft = -0 . 673 L/D = 32-1 1 � ZCo Q f oA f f , • - -- -_ _ � r; it i }¢ x L;•a i. 0, j i I I ,1 114 � 10 Ala. 1 { Z!l I Li — �`, � l i� i i I 'i,lli: fl'�I• !la tl�'+,1;� 0 rV i I -w oll , , o m o c m m AFRCHITEC.T ' • L_ F. GIAMPIETRO AIA 1 m N m n ±3 5,4, G wroR b STREET, F A L M 0 U T H. M. A. 0 2 5 4 0 • (508) 540 7400 gt7�A Wa �tm loT►►I: CLAY - 0:57 MASI ATURE ` . - ------ m 4, j -- — L -- I fi-- Gi TI a .. g'. mW :.i III +5 F iv —_ I; —ELF ofc Yx9rTtaaf '!1J, . U : i i� I H 2 — — "- � �' .77 7 { 4P- IL : O O 001 2. o: �Toarnonr _-. j ! IB-p" j i oz = m m v = m ARCHITECT • L. F. 'GIAMPIETRO AIA m m m N n F I3 rj L} C,{S*.roR b STREET, F A L M O U T H, M. A 0 2 5 4 0 • (508) 540 7400 r a I I oz o U} o m Q �g o _ 4a m1&4929� -- 0:57 ' U E MAIsiGNATURE A. e-� f c>A ' , i f I 70 1 f�+ ,i� i - 'n � I pc � 11 is 'i� •j. 1 H 59 Ol -'v I 1 E I I I 11 P. I, f Z' � � � ;I � n:lll: (III•I ,Ili!t,jl. i('. n r �$ . •� � Q �--i-j a to. ';.\� I fj 00 00 . . o. i�t`/hTOK ay�irlotir I o II m o < a m ARCH ITEC.T • L_ F. 'GIAMPIETRO- AIA m m m x z 135* GWroRb STREET, F A L M 0 U'T M, MA. 0 2 5 4 0 • (508) 540 7400 = � 0 �o fi.m - ' — . c� __. 'L Vi�TOR... n1?)T1O1'J IoTNI; CLAY (��5117CJlG� % L9� � SI ATURE PLAN REFERENCE :BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 116,PAGE 133. 2.96' o , I 40.00' 1 I I Existing PROPOSED ' 1 I Garage ADDITION I I (on sonotubes) 1 I11:7' 18.0' 1.10.2' I I - 5.6_ - I Existing I 3 Bedroom P, °E Dwelling it HSe. #3 pr I I ' Easement Plan recorded in Barnstable ,//'/P/R0fi/s ) County Registry of Deeds Book 18527, Page 273. — _ _ _y.s _ %�A'D�DIiT%LON', _ _10.3' -1 /(,on,sonotubeS,' Existing //' 1 Septic ,/' / Tank 3"+/- _J I I 1 Exist. Y I Existing I I I Septic I D-Box Leaching I I 1r I N I IN J N I II 1 � PARCEL 70 I I . . I I 4,000+/- S.F. I I 6.11' 1 40.00' i THIRD AVE I hereby certify that this dwelling is located on the ground as shown, and that the dwelling is located in Flood Zone "C", as shown on F.I.R.M. 25001 0016 D, for the Town of Barnstable, revised to 07/02/92. 06/07/05 NORMAN GROSSMAN, PLS DATE HOUSE NO:..:.. 22 DWELLING LOCATION PLAN ASSESS. MAP: 116 PARCEL:.......... 070 ZONING DIST.: R-C '� � �� PARCEL 70, #22 THIRD AVE FLOOD ZONE:. C assr ,� ELEVATION:.... --- � No. 12%75 OSTERVILLE, MA. OWNER: .�' . � ;,e°`` SCALE : Falmouth Heights lit = 10' Norman Grossman, P.L.S. David R Hubbell "tr : 93 Falh hts Road, #4 P.O.Box 24 ��" =f'N,~ DATE : APR. 20, 2005 - Osterville,MA 02655 Falmouth, Ma. 02540 PLAN NO. : C - 909 508-548-1920 REV.: 06107105; Change Zoning District to R-C. - ' ! ' | | 71 17 Sim ( off -_- � ' ' | I � I. li7N 16" M I l ! } s L .�_ III—T-71 o .......... TIJ • ...... ......... "IN ....... ............. .......... 3� m m r LL 4 i 1-7 | ! i i SHEET NO. F CALCULATED AY AJ 3!,14 FT o IT LJ / 01 JOB �_ ArIiD ANNOTATED :MMALS DATE o �} 1962 Dpd BYE RC LNECKED BY, JPL 0 rs o � ASPHALT SHINGLES ON Q S 5/8 `MIN.PLYWOOD SHEATHING 0 g v ON APPROVED ROOF TRUSSES OR WOOD RAFTERS(SEE PLANS) USE"H°CLIPS IF SPACING 24`O.G. . ° ROOF VENTILATION 1:300 OF THE INSULATED m CEILING AREA UNIFORMLY DISTRIBUTED am FAVE PROTECTION TO EXTEND FROM T14E T N1 R— THE ROOF,,36"UP THE SLOPEUT NOT LESS H2`BEYOND O O n RA.mze•r•Oc. THE INTERIOR FACE OF THE EXTERIOR WALL U .W YEAR nRcu.B6NE9 BII—G - BAFFLE AS REQUIRED FOR ROOF VENTILATION 11 -OVER 9'FF1T �jj •0V B/B'CDX FIR BNEATMNG ALUMINUM GUTTERS 1"x6°FASCIA �1J U BED bOL W/VENT •^ 3'R r m �.BUE�ocK BED MOLDING ON FRIEZE OI O m orFx I X A STRAPPING FRAME WALL CON5TRUCTION Z— i u' d •OVFR]x B GELLING V1BTB•r'o. Z •IW R-'A MBVLATION TYVEK OR EQUAL WOU5EWRAP ( Z�Z (��W BASEBOA Ula-11Tf-CEDAR SHINGLES.2 x4 WOOD STUDS s 16`O.G. 1 FLOOR FINIS I R B INSULATION A CONT.b MIL VAPOR/AIR BARRIER 'e m� Q Z X O -Rao��B+BuuiroN •Awrti DRIP EDGE 3/4'T G PLYWOOD SUBFLOOR OR INTERIOR WALL FIN15H /•v O p r •CON'.AIJMIWVt GUrrM APPROVED EQUAL ON WOOD F OOR DOUBLE PLATE AT TOP W/SOLE PLATE AT BOTTOM t� y/� R'Y LL O -PROPER-VENT INSTALLED AT EAVES .I X B FASLIA `l u Z JOISTS (SEE PLANS) P.T.SILL PLATE FASTENED TO FOUNDATION -I x e eOFFrt FINISHED FLOOR WALL WITH 1/J"DIA.ANCHOR BOLTS EMBEDDED G COIN.OpFFR VENT J pie'touGue.GRoovE Gwm NAIIFD -I X 10 FRtE>7: BILL SEAL BETWEEN PLATE FOUNDATION WALL I a . �:. I—e'aJB xO 1. -7.•-o.c.J CONTINUOUS HEA ER J1015T d) W MIN R30 INE L. m J� EXTEND VAPOR , ° - BARRIER AND L TO JOI AND SUBFLOOR JOI5TS TO BE BRIDGED WITH CO INU 51. SLOPE GRADE AWAY FROM BLDG, I°X 3`STRAPPING OR 2°X 2'CR 55 WHITE cIDAR'EXTRA'euINGI.EB BRIDG NG OR SOLID B K G A 6-" B POURED CONCRETE WALL -OVER TYVEK TTOIBTIIRE BARRIER ` -oVER w cox PR BHEATHBIG BITUMINOUS DAMPROOFING i -ovER uA BTUDB Al r•o.a 3 ROWS•S REBAR IHORIZONTAU ON POURED CONCRETE FOUNDATION WALL WITH R•3 1NBBL-101 TAR OVER POURED CONCRETE FOOTING •IW�LLL vSIZES CBARRIER I ROW-•4 REBAR 4 o.c,fYERTIGAU A o EE PLANS r (SPOURED CONC.WALLS 70 HAVE HOLES FLLl£D WITH CEMENT MORTAR OR DAMPROOFING) L.10 FLOOR JDL9T•ib'O.C. I na u )W In >mV PREBeuRE TREATED SEA" • DRAINAGE LAYER(OPTIONAL) / -MIN.3/4°MINERAL FIBRE INSULATION yU w N BASEMENT BLAB WITH A DENSITY OF NOT LE95 THAN 3.6 LB/GU.FT, (�; IS•CONCRETE PIERS Ou 4 POUR CO RETE S OR MIN.4 OF FREE DRAINING GRANULAR MATERIAL, 37,B1G FOOT FOOTING 2200 P.5�W/b IL.POLY OR A B.M.E.C.APPROVED DRAINAGE LAYER MATERIAL 3600 P.5.1.WITH ` rY BEAR ON COMP CTED SOIL CONCRETE FOO 1 GIB\\\ 14`DIA.WEEPING TILE W/ Z ,rf L TO BE4R ON �.J b"CRUSHED STONE COVER O IU Y UNDISTURBED 6 1 t- I 0 ld SECTION A-A TYPICAL (SEE FRAMING PLANS FOR ACTUAL W J J FRAME WALL SECTION - FULL BASEMENT DETAIL WO) SCALE:N.T.S. N W = to O DATE: 3/1/OS SCALE- PROJECT NO, 200S00S SECTION THROUGH SHEET NO. 9LALE V4••1'-0- COPYRIGHT OLDE CAPE BUILDING CO.,INC.2004 NO. '1 OF IO e Q D DNS m Z O y a g'-7• II Ill' r Z 6 TO OR 1r�r mOD orol m O dirt(PM lb 0 _— vO i N D IN. 70 m•�m Ix� M 0 I €€ r am6� mv )a Q?opafro wo m m mz aS�Ac .. �ZZ - EAA V_ tlS :D �i r0 V �f rtI J377 e A �D IPA 5 D 00 013 1�f1 P Y I•iJ�r DS A p �p Oro A Qe A A Zr o Am --------------------------------- Z A � tj 3'CLEAR n On pe Eq(1 s r .gg r_ 665 zI- - - - - m 3 m e i n O D mr ru �• mps k.s S o o F4g� o o� mp m f- Dn o .l•i V � ZJ VD Ox A n LT O ' 7r - 3 F pg" = roF-= •�C �m rtyAly OsgFO N� m Dry Ay v 23 m m 3 5 6 2-------------------------------------------------------------------------------- 3 Om A e D (P r : PT yr 11,74 b• � • � i0 BOOR 1 {O' r S m�; F, mm old v Am TgtD Oo— I A °i 6 D n _$ s o Al Z 8 r a u m' d DATE REVISIONS 44 Z o DETAILS ` 3II/OS DRAFT FOR REYW A O m \ 0 Zg RfvIBED-DRAFT FOR RENEII - HU55ELL RESIDENCE !tBUILDING CO.} �m INC. aA/OS REVISED NEV LAYOtR t- O M Z 7= w 333 SERVICE ROAD•SANDWICW•MA•02563 n THIRD AVENUE PHONE:508-428-3200 ° OSTERVILLE, MAI 02655 FAx:508-420-1321 E-MAIL,INFOOOLDECAPEBUILDERS.COM • 9 ti • M E' z A � o ai O ----- ------- u u ------------- � e b g o s m u 4ES hs� - mg, e•-0' b g•. 9 8 fl�AAA flee AflA 111 oli flee Ilkfl Aflfl fl flee�efl @@ a :s m a 16 bAA AAA @AA lontli AAA I#fl@ AA9 Illul A N(AA AA , ------------- -- g p 4 6 Q n m sO Oj O00 y V" 0� z n N 0 . - 0 A D D REVISIONS "I_n1 FIRST FLOOR FRAMING PLAN t ' DATE OZ � � m - ��.--..__..,\` Jniog oRen raa a�nm Z N (1 (BUILDING-GO.r J/IDi09 asvi�•DRevr wa REVIEW p o ' e NUBBELL RESIDENCE -- ---- 0 Z 1 N C- to/OS aEVUl-D-r�r uraVr 333 SERVICE ROAD•SANDWICH•MA•02563 n� � 0 0 b ° 22 THIRD AVENUE PHONE:508-ale-3200 m 0-1321 OSTERVILLE, MA 02655 FAX: DECA EBUIL E-MAIL:I NFOoOLDEGAPEBU ILDERS.COM ---------- ---------- :4--j Ii 1> < T: J ---------- z - --------- ---------- ---------- ----------- m 1> a m Al cp -u DATE REVISIONS = m z -SECOND r-Loop, r-RAmING PLAN all I lup— WUBB;:l L RESIDENCE 115,03 pzvm�Ksu LAYOLtt Z 333 SERVICE ROAD-SANDWICH-MA 02563 n 6 22 THIRD AVENUE PHONE:508-428-3200 V, FAX!5OS-420-1371 CISTERVILLE, MA 02655 E-MAIL,INFOIDOLDSCAPMUILDERS,COM ------------ r FOR ADDITIONS' 4 RENOVATIONS AT HU51BELL RESIDENCE . y 22 THIRD' .AVENUE- ,. OSTERV ILLS, MA 02655 j DRAWN eY: .%go BUILDW -0*- J < 333 SERVICE ROAD • SANDWICH • MA • 02563 PHONE: 505-425-3200 FAX: 5013-4 20-1321 EMAIL: INFOOOLDECAI--:E5UILDERS,COM OWNER OF RECORD: DAVID R. WU55ELL P.O. SOX 24 INDEX: OSTERVILLE, MA 02655 A-1 EX/STING FLOOR PLANS A-2 FOUNVA TION PLAN A-3 FIRST FLOOR PLAN A-4 SECOND FLOOR PLAN A-5 FRONT $ LEFT ELEVATIONS A-6 REAR * RIGHT ELEY,4 TIONS A-1 SECTIONS A-5 DET,4IL6 A-s FIRST FLOOR FRAMING PLAN SMOKE;D"IrECTORS R EWED '� IMPORTANT - UPGRADE REQUIRED ,q_ip SECONl3 FLOOR FRAMING Pi-AN � � ' STATE BUILDING CODE REWIRES THE UPGRADING OF ASSESSORS MAP/PARCEL �/_�1 SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN TOWN OF 5ARNSTA5LE - 116/070 8 NLDING DE DATE ONE OR MORE SLEEPING AREAS ARE ADDED OR'CREATED. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE REGISTRY PLAN $DOK/PAGE FIRE DEPARTMENT DATE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. 5ARN5TA5LE COUNTY - 21/135 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING W-0, Z q m s 0 z m ; 3 � rn- X G` r L X ]b ]b N G ni D Q IDI'� ---- ------------------------------------------------------ = z 8 � c OZ P "S 19-0, n•.3. :-0 b •r Z S n r b V ~ N r = - D aBI- x - zLca. b d = z P C z Q b N o Z 34 0 � 3 O h 3 b b 0 z 3 G` 0 0 m la.-0. bW b •-0 b•-0, ••� ,O, m 6-� zA 0 z n A = A DATE REVISIONS o EXISTING FLOOR PLANS �l mo, DRAM FDR RLMEII o o - � I' `�� NUBBELL RESIDENCE M A 9 333 SERVICE ROAD-SANDWICH-MA•02563 22 THIRD AVENUE PHONE:509-420-3200 ^ ° Fax: 0-1321 OSTERVILLE, MA 02655 E-MAIL:INFOmOLDECAPEBUI L DERS.COM IBA$• Q � AAA lIl9AAlAlAAAAIAAIA@�A AAA A¢IAAAIAIAAAAIAAAA�A AAA ; -------------------- 9 -n u yRp 6 �o Z bbm�B epb ------------- z R Z � t ro � e N Iz i ------------- i i I � 1 � I I 1 ffi-0- I 1 I I 1 1 z u �AlI ! 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W-0- m D M c O O j zA o� • z n N Q Q A _ tP u ey ♦ DATE REVISIONS z o m FOUNDATION PLAN ��. o N N� ` 'BUILDING CO.• Broros �^�-oi¢err wR RENEiU 8 • 0 a w WUBBELL RESIDENCE =----_INC_- -PJr05 REO.SED.NOB LAYOUT ' 0 O zO 333 SERVICE ROAD•SANDWICN r MA+02S63 O O b ° 22 tNIRD AVENUE PFIONE:508-428-3200 � OStERVILLE, MA 02655 FAX:508-420-1321 E-MAIL,INFOCOLDECAPEBUILDERS.COM vpA 6Y: RC C� BY: RC N � 6 N � O oA A o c t ING ENCLD BNOIIIER m O lit LI 117 **,C'� Jxv,'aF nz9 1.' 0 POWnxDmEnRN�RnIwOOM3-0 W� ' l^ C I1•, CV�i Z3N mp TBG �s] QZ W EXISTING KITCHEN Ocl m JQWa 0 La .� :v l yFc -- - 1 ❑ _-_- -- GREAT ROOM _ I ------ I od•c•xn•-s• N L M G m EAKFAST NOOK fF+R] 1 LL 4 ___ _'_ e•co ___ W/N AN d GdPB GOB F.P. 4 9-0 Q V =3N Q `� 6-3• U'6• 6:3• 4•A• K•E• 4•.9• 0 J W = } ANEW EXISTING - — NEW LL C111 N 0 1 T FLOOR PLAN DATE: 3/1/05 SCALE: PROJECT NO. 2005008 SHEET NO, COPYRIGHT OLDS CAPE BUILDING CO.,INC.2004 NO. 3 OF 10 cry , /� t v a'.A• t•sv' \� 4-] 9.3• GI1.1 ------------- I n� er ---- -------- b ° z < ,_ 8 g rb• ii 6 " Q A b to a z m m IT, 6z -9G` A � ® l� ------------- S 4 IaIL �-D Y� il' 3�•Ipk• C 8 5 z � W O -------p`\y (1 I�ryH:ry{� --- n i \ V V ---- -- Y � y. 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N 0l•'BUILDING COf AM/M REASED-rmi LAY= �m g Z W WUBBELL RESIDENCE -------------- t .y■ 333 SERVICE ROAD•SANDWICH•MA•02563 O �/• O b 22 TWIRD AVENUE PHONE:508-428-3200 OSTERVILLE, MA 02655 FAX:508-420-1321 E-MAIL.INFOcOLDECAPEBUILDERS.COM k I I III IIII ' b m r m , Y I 0 z I G I I Em`s� e Y _ � I < 0 I II II III ' 0 m D U m �o 6N �:t 0 z N A =� A4\\ DATE REVISIONS o F m REAR t RIGI.4t ELEVATIONS �� � - - m ` � nnics oRe"FOR Rtv,Fv n Z N n BUILDING CO.• `�lcs �e�wau"Ya o - W NUBBELL RESIDENCEt rN�_ m, 0 0 Z It. 333 SERVICE ROAD•SANDWICH•MA•02563 O O 0 b 22 THIRD AVENUE PHONE:508-428-3200 OSTERVILLE, MA 02655 FAX:508-A20-1321 E-MAIL:INFOCOLDECAPMU ILDERS.COM J ---- ---- - ----- Multiple Member Beams Multiple Member Beams Joist hanger 9 REVISIONS: BY: _ LEGEND Side Loaded Connection Side 1/2 Loaded Connection 1 3/4"Versa-Lam AJS"Blocking Panel. Toe nail rim board to plade with 21/2"(8d)nails at Rim board and AJS"tide-by-side. 1 C2"dia. Bolt(b) Bearing Wall Below Nail Pattern Use 3"(1 Od)nails at 6"o.c. 6"o.c.or w ith 31/2'(16d)nails at 12"o.c. Nail rim board and rim joist with Max.Uniform Load Z \ 21/2"(8d)nails at 6"o.c. (lbs.per lin.ft.) \ 12"o.c. 16d common Halls. Number of 24"o.c. 12"o.c. 6"o.c. See chart Max Uniform Load Members J (lbs.per In,ft.) Nail each end Bearing Wall Above— _ 13/4"Vets a-Lam Numberof grows 3rows with 1 -3 \ �i 2 Soo 1000 2000 Members (10d)nail L _ _ _ _ _ _ _ _ _ _ _ _ pacingg 1/2"dla. — Load Bearing BoltS \\ 2 Bolt(b) 3 375 760 1500 2"min. 2 520 780 \ Walls F Nan-Bearing Wall Below ® —� 4(a) 330 670 1330 3(a) 390 535 \ \ 2"min. Non-Bearin Wall Ab vve (a) vN!do members must be loaded from both sides. g (b)Design values apply to common bolts(grade 5 or higher) (a) Nail attern for 3-piece member must occur on both sides. -� Use)flat w ashers each side and drill holes 1/2"dia. p Solid block all posts from \_ e - — -� Staggered (c)All,values in the table above may be increased 15%for snow loaded roofs at 11/2"minimum end bearing length above to bearing below. 25i/for non-snow roofs w here code allows. Nail values may be increased by 15%for snow-load at all floor and roof details. 1-21/2"(8d)nail for Versa Lam Post Below Post Above roofs and by 25%for non-snow roofs where each Joist flange LVL beam building code allows. Multi le Member Connection Bolt Multi le Member Connection Nail F13-D Attachment at End in Panels at Interior Bearin Post Load Transfer _ Rim Board F19 LVL Header O enin F13-C Exterior End Wall Su ort F50 F49 F13-E F08 F14 A pP N.T.S. i Post Above& Below H W 0W � LL W W - wu- I-- Cr Q U) > W ZWmX gyp ? J H J Q i 8 2nd Floor M G� Y p Framing Schedule- Nominallzed I- Mark Qty Description Length r LH1 1 8 11 7/8"AJSTM 20 MSR 18' 0" __5 Notes: j i l i° lW i" 7 t l (9' ) I" i" `B i sr' 1 i" 2 7 11 7/8"AJSTM 20 MSR 14' 0" --_--- I ( � 1 , II UJ V� 3 3 11 7/8" AJSTM 20 MSR , 12' 0" Shop drawings,typical details i3 6 and framing plans,outlining II 4 3 1 3/4"x 11.7/8" VERSA-LAM®3100 SP 20' 0" installation procedures and unit 4(3) identification marks,shall be 5 2' 1 3/4"x 11 7/8" VE RSA-LAM@ 3100 SP 16' 0"• submitted for approval by the project architect and/or engineer. 8 6 4 1 3/4"x 11 7/8" VERSA-LAM@ 3100 SP 14' 0" 62 6(2 — Exact quantities and lengths are 1, � — --__ _- —.�—the-responsibility of the contractor.. 7 2 1 3/4" x 11 7!8" VERSA-LAM@ 3100 SP 6' 0" ' 11(2) 1 1 1 1 1 1 3 3 3 Contractor is to verify all beams �I 8 TL 1 1/8"x 11 7/8" BC OSB RIM BOARDTM 72' 0" and joists at their exact locations. The floor system(I joist, LVL)are 2 2 2 2 2 2 2 designed for floor loads only. € Roof loads from rafters,bracing, and beams must bear on exterior walls and interior walls with bearing c' 2 straight through to a footing. Any 11 J7PIL roof loads carried by the floor system 11 B '7 at a framing must be so indicated on the in m g plan submitted to us for take-off. f — I Product to be stored,handled and START FRAMING HERE Installed in accordance with Level 1 Al manufacturer's recommendations. 11 7/8" AJS 20 2nd Floor Accessory Schedule 16" OCS Mark Qty Manufacturer Product Description 2nd Floor Layout H1 5 Simpson Strong-Tie Inc. HHUS410 3-1/4 x 9-1/4 to 20 V-Lam Face Mount H2 12 Simpson Strong-Tie Inc. IUT312 2-1/2 x 11-1/4 to 16 Face Mount if 1 /4 1 0 p g to V (1) (1) U "O � O O O C m N O -0 O N O LL O e� 6_ O >O CZ N S= > V Q CV N S] 10 C/) _ BC FRAMER®2002 SCALE: 1/4" = V-0" DATE: 6/8/2005 BY: be FILE: Hubbell Residence.bcf DWG: - - SHEET: 1