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HomeMy WebLinkAbout0070 SEAPUIT RIVER ROAD r7 o ��1 A ..._ � e -s.. � �a ... _— - — ..r.e.. TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 070. 004 GEOBASE ID 3734 ADDRESS 70 SEAPUIT RIVER ROAD PHONE OYSTER HARBORS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 39426 DESCRIPTION RELOCATE-EXISTING/BUILD NEW HOUSESEWPT#99 PERMIT. TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: E.B.NORRI S & SON, INC. Department.of Health, Safety ARCHITECTS-. and Environmental Services (: TOTAL FEES: $2,325.00 BOND $.00 CONSTRUCTION COSTS $750,000.00 Qi► 645 _ SFH DETACHED DEMOLITION 1 PRIVATE Q BAANiMBi•E. BUILD BY: DATE ISSUED 66/29/1990 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 NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 I 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Pj�dGf- y of Barnstable fety and Environmental Services ing Division eet,Hyannis MA 0260.1 Ralph Crossen Building Commissioner ercial Additjons d for zoning compliance. ommission approval required prior to ies located in the Historic District (north of the of full sized plans and one complete set reduced miffed with the building permit application. Note: F of plans to.the.appropriate Fire Department for TOWN OF BARNSTABLE . * w CERTIFICATE OF OCCUPANCY PARCEL ID 070 004 GEOBASE ID 3734 ADDRESS 70 SEAPUIT RIVER ROAD PHONE OYSTER HARBORS ZIP - LOT BLOCK. LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 54182 DESCRIPTION CERTIFICATE OF OCCUPANCY /SFH "#39426 ( PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $_00 OxTNE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE Ptf;'.Er�_ ; * BARNSTA13M • MA83. i639. B.UIL vIS OAT BY DATE ISSUED 06/27/2001 EXPIRATION DATE. TOdRd OI? EARI`ISTAE BUILDI)7 'DE RMT_T PARCEL Ili 070 004 GROBASE ID 3734 AHEII:12SS 70 SEAPUIT RIVER ROAD PHONE OYSTER HARBORS Z I p _ ,7`r Br10CK LOT SIZE DBz DEVELOPMENT DISTF;IC`" CO ----- PERMIT 39426 DESC:R.IPTIM4 RELOCATE E" IL IN-/E�JT I'L N�ETa i10USESEr�F?T#'a9-3� �EP,_I'� TYPr BUILD TITI.F 1`IEW RFST.DENT.IAL 3.LUG PMT' CONT RLACTORS: E. B.NORkI S & SON', INC . ARCHITECTS, Department of Health Safety and Environmental Services TOTAL FEES: BOND ?HE CONSTRUCTION COSTS aim ' 645 SFH DETACHED DEMOLITION' 1 PRIVAT'E P 1141 + ■ARNSTABLE, 9. MASS. Q ED M►►` BUILDI IV • N BY DATE ISS ED 06/29/1999 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 NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i BUILDING INSPECTION APPROVALS PLUtMMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS `Q Lt 2Ov— ov1 !t / 2f`til1 1' t� � ,� ✓1aF >� 3 1�JJEAATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 jC, F HEAL OTHER: SITE PLAN REVIEW APPROVAL ` WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC-- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILD LNG PER;' �T I PARCLL 10 0 1 oo l GdOBAS.. Ill 3 734 70 'G&PU:T ul J ;I;. WJAD eHONE (JI'LiTER F?i.RECIRIS ZIP - D)T BLOCK LOT SIZE ►)BA DEVELOPMENT DISTRICT CO PER:'IT 39426 DESCRIPTION RELOCATE RxisTINC/BUILD NEE HOUSESk-:'wPTtt99-3ai PEWIT TYPE BUILD TITLE NF4 RESIDENTIAI, BLDG PMT CONTRACTUR : :.B.V0RR1 S & Son?, INC. Department of Health, Safety ARCH ITf:CTS and Environmental Services TOTAL i"EEo BOND TNE CONSTRUCT ON COSTH 643 )b'H Di,_TAC ITED DEMOLITION 1 PR i 4[ATY P 1` 114 _- * BARNSTABM MASS. 039. is ED MP►� BUILDINIG'bIVI nN BY DATE ISSUED 06/29/1999 EXPIRATION DATE 10�_ � %_ 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 MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 -t,n A - 2�a�'�� �;�ii�- -A r-e S 12 �- �yf� reinv�ea1��e ru 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT BOARD OF HEALTH T R: SITE PLAN REVIEW APPROVAL W RK SHALL NOT ROCEED UNTIL PERMI ILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUC ION 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. J I I � ' I I I I I I I I I I I I I I I I I I I I I I I - I I I I • ' I I, I I I I I I I I I I f .. S; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -S Zn o Map Parcel �`` Permit# . l 'b Health Division �T " � �dz� � -� Date IssuedIQ 9 Conservation Division ����-u` � 4 ����� Fee � Tax Collector G!C a S� ;�PTI� SYSEM i�UST SE Treasurer INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OK Preservation/Hyannis \ Project Street Address 7o SEA42 u I T- 1�' f 1/ C—K 1;�aArD 'I<-iS Village , 100 \,/ I L--LtF— IIII Owner PKJ 1AQS tt�1!> 'FJF tEtilE\/ Address Telephone o -7 79 o s Permit Request V64014TIOIJ OF 57k,5 /A-J(r ov 2L�l Ile KLt:LteA Square feet: 1 st floor: exist' g /U proposed L ?�D 2nd floor:existing A proposed Total new Estimated Project Cost 15Cr.0�Zoning District /� Flood Plain Groundwater Overlay Construction av D Lot Size C Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Fa' ily 0 Multi-Family(#units) : C�9 32 Age of Existing Structure 4 Historic House: D Yes *No On Old King's Highway: ❑Yes A No Basement Type: AFull Crawl O Walkout O Other i Basement Finished Area(sq.ft.) jkJ Basement Unfinished Area(sq.ft) Jt�o So Number of Baths: Full: existing new e; Half:existing new 2-. Number of Bedrooms: existing new j Total Room Count(not including baths): existing new A; First Floor Room Count Heat Type and Fuel: ❑Gas )I Oil O Electric ❑Other f Central Air: )4 Yes ❑No Fireplaces: Existing New j� xistinq wood/coal stove: ❑Yes No Detached garage:0 existing ❑new size Pool:O existing 4 new size Barn:O existing ❑new size Attached garage:0 existing'�(new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes XNo If yes,site plan review# Current Use /�F�J��%_ Proposed Usev�l_���,, BUILDER INFORMATION Name E.expol�dl l 5 s �� , I t�G Telephone Number `12 Address �O 66::�A -57- License# 0/ �5- 95/ f y AN/01 s A(A 66W Z Home Improvement Contractor# /(9 52—D 14 Worker's Compensation# GI)GC-T 6o!negk � °r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOLr SIGNATURE DATE 3 FOR OFFICIAL USE ONLY PERMIT-NO. , DATE ISSUED , MAP/PARCEL NO.'- ADDRESS. "' VILLAGE } OWNER, f-1 n DATE OF INSPECTION FOUNDATION, FRAME "' t INSULATION' ' FIREPLACE : .. r i ELECTRICAL: . ROUGH FINAL - PLUMBING: ROUGH.' " : ' FINAL 1 a GAS: ROUGH- 'Zi i r- FINAL. V FINAL BUILDING. m t c. 1 DATE CLOSED OUT ' •. r . ASSOCIATION PLAN NO. 05/09/2.200 14:54 1500420-'3750 FAIXTEP,14YE&HOLIAGREN PAGE 01 BAXTER, NYE & .LIOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 0265S (508)428-9131 FAX:(508)428-3750 January 21, 2000 Ms. Donna Morandi Health Department Town Hall 367 Main Street Hyannis,MA.-02601 Re: H.Pheeney 70 Seapuit River Road Oyster Harbors Dear Ms. Morandi: At the request of our client, E.B.Norris& Sons,Inc., we have evaluated the capacity of the existing leaching system at the above noted address- This system was installed in 1996 under permit#96-378. The leaching system has a capacity to handle almost nine bedrooms under the criteria in Title 5. Enclosed please find a copy of the installers "as-built"card and my capacity calculations. If you,have any questions or comments regarding this matter please call me. Very truly yours, Stephen A. Wilson,P.E. Baxter,Nye& Holmgren Inc. D V O� Encl: cc: E.B. Norris 8t Son, Inc. #97113 Land Surveys Subdivisions Septic Dasisn - Wetland Flings Site Design MAScheck COMPLIANCE REPORT Massachusetts-Energy Code Permit # MAScheck Software Version 2 .0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-10-2000 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 1560 Your Home = i362 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 4900 38 . 0 0 .0 147 WALLS : Wood Frame, 16" O.C. 8264 15 .0 3 .0 552 GLAZING: Windows or Doors 1041 0 .400 416 FLOORS: Over Unconditioned Space 5200 19 .0 247 -------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . i Buii1 der/Das Date s r MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 .0 DATE: 5-10-2000 Bldg. Dept . Use CEILINGS : [ ] 1 . R-38 Comments/Location WALLS : [ ] 1. Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1 . U-value: 0 .40 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 .5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. E. B. NORRIS & SON, INC. 385 Sea Street Hyannis, Massachusetts 02601 775-0457 775-7877 To: Ralph Crossen From: Bob Maglio Date: 5/12/00 Re: Pheeney Residence The following items are attached for your review concerning the Pheeney residence. • Revised permit application to amend permit of 6/29/99. ( # 39426 ) Revised energy calculation 2 pages • Septic letter and as built 3 pages Stamped certified plot plan 2 copies 1/4" Section through garage framing 1 copy ( see page 9 of full set plans ) Floor plans 3 pages, 1 copy • Smoke detectors 4 pages, 1 copy i Construction license, home improvement registration, Worker's comp affidavit Floor plan of 2"d floor garage ( page 4 of full set ) showing Plumbing and Electrical removal. Plumbing demo permit Not included: Electrical demo permit( will be available Monday, B. Westin not in ) Stamped structural calculations (will be available Monday) I apologize for any inconvenience or misunderstanding concerning the negligence on my part. It has been my past practice to be more thorough than what occurred in this case. BM 0 Page 1 y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Tel Parcel e ® � Permit# Health Division ' 1)0 ���n Date Issued c epse ti sv SEPTIFee C SYSTEM MUST BE INSTALLED IN COMPLIANCE WITH TITLE S T r ENVIRONMENTAL CODE AND Planni t. .r' . TOWN REGULATIONS D e fin' ' e Pla pr by A His ric OKH Preservation/Hyannis Project Street Address 0 �t� �07 LIEW Village ICL 4- © e S Owner Address Telephone � �d14 l� ��� (�� 77 ® /-X 7 Permit Request 06 U!L b /J&W 1,b1J,5,67 I•J Z T H ea T7-A4Q b Square feet: 1 st floor: existing 40 proposed ;'aOO 2nd floor:existing © proposed Total new 7 4 Estimated Project Cost Zoning District Flood Plain AJ �' Groundwater Overlay /� Construction Type Lot Size 4 76 Grandfathered: ❑Yes 2SNo If yes, attach supporting documentation. Dwelling Type: Single Family IAL' Two Family ❑ Multi-Family(#units) Age of Existing Structure AJ 1A Historic House: ❑Yes /9No On Old King's Highway: ❑Yes XNo Basement Type: %I Full %Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) .2/D Number of Baths: Full:existing © new��_ Half:existing new Number of Bedrooms: existing tO new i Total Room Count(not including baths): existing new A� First Floor Room Count Heat Type and Fuel: ❑Gas )6 Oil ❑Electric ❑Other Central Air: XYes ❑No Fireplaces: Existing 0 New 3 Existing wood/coal stove: ❑Yes X No Detached garage:❑existing Elnew size /J 4 Pool:❑existing new size1� .�0 Barn:❑existing ❑new size Attached garage:❑existing P new sizA Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# A 4.14- Recorded❑ Commercial ❑Yes No pp If yes, site plan review# Current Use /Lr rJ — Proposed Use 6a31,Pm4 -5 `CBUILDER NFORMATION Name ��A'GS CJ �C Telephone Number Address ��- License# of s:_ �/✓ Home Improvement Contractor# 4)2- Worker's Compensation# Gcy ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO / SIGNATURE DATE ��/ Gi�J- r" FOR OFFICIAL USE ONLY o . - r , r k ' PERMIT NO. DATE ISSUED MAP/PARCEL:NO. ADDRESS VILLAGE + ' OWNED- I DATE OF INSPECTION: +� FOUNDATION FRAME INSULATION N ` .� ic co 5 FIREPLACE ELECTRICAL: RU A 4 FINAL PLUMBING: RaQW m ,; FINAL i ® n ' GAS: RO"06H 0 FINAL " FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. - r. I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ! Parcel Permit# Health Division - '%�' Date Issued Conservation Division Fee Tax Collector Treasurer ; Planningbept. f , Da(Definitive Plan ApprAved by Planning Board Historic=OKH Preservation/Hyannis Project Street Address Village Owner ^' % =v ! ,r' Address Telephone U411 Permit Request Square feet: 1st floor:existing proposed '2nd floor: existing proposed Total new Estimated Project Cost Zoning District Flood Plaines Groundwater Overlay Construction Type 6k% 0 Lot Size Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure !�� Historic House: ❑Yes /�INo On Old King's Highway: ❑Yes �q No Basement Type: U Full G Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /4 /P/-:) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing C new '� > Half:existing new Number of Bedrooms: existing %% new 77 / ; Total Room Count(not including baths): existing e:�� new /r First Floor Room Count / �� Heat Type and Fuel: ❑Gas N Oil ❑Electric ❑Other Central Air: ❑No Fireplaces: Existing New Existing wood/coal stove: ❑YesNo Detached garage:El existing El new size ! , Pool:❑existing 6,new size Barn:❑existing ❑new size 'Attached garage:O existing ,t�j new size" � f %:%'%Shed:O existing ❑new size Other:/�<< Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use Proposed Use BUILDER,INFORMATION Name �� !., ��� Telephone Number Address '' \% `' License# Home Improvement Contractor# d Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ' DATE ��' Y Y FOR OFFICIAL USE ONLY r PERMIT NO. DATE ISSUED , MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: _ e FOUNDATION s FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ; PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. i C f --2✓f 17i'jZIG�Pi' 4' --- :C� IQ� S%,+a��t3;��i1wIG�'k�l++?'-rS G>fb-!m�G•�� .��� . ......... Ito 4.vk�— Lo ' � .Ft:?'ICI 'Fr4%�T-f>'i�.ls�lf►;,�:.; _. yL:�.:_ ., R� c io o.. P TOWN OF BARNSTABLE PLUMBING PERMIT PARCEL ID 070 004 ' GEOBASE ID 3734 ADDRESS 70 SEAPUIT RIVER ROAD PHONE OYSTER HARBORS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 46059 DESCRIPTION REMOVAL OF SINK LINES CH ## 2822 PERMIT TYPE BPLUM TITLE PLUMBING PERMIT CONTRACTORS: OLSEN PLUMBING & HEATING ARCHITECTS : i TOTAL FEES: $20. 00 BOND. $ . 00 CONSTRUCTION COSTS $ . 00 753 MISC. NOT CODED ELSEWHERE DATE ISSUED 05/12/2000 EXPIRATION DATE Department of Health, Safe: and Environmental Services GF THE y; y 0 BARNSTABLE, MASS. moo► i6390 1� BUILDING DIVISION BY: _ 11 ri . FI v - .... ........ f I 9 I 1•! 1�I. -• I i � I b � ► r'I ' rr '�� it eft t • yli� c� o �Ali. I illki ...1E i plc i o,�-tz OLT f yy� �I `��if ii � i II I--�,4iz GT -2�V2 i I . z �gqQ�f4(( Itl j�i AM -elm so The 'TO' wn of Bam'stable $ Department of Health Safety and Environmental Services e Building Division 367 Maim Street.Hyannis MA 02601 Off oe: SOS 790-6227 Ralph Ctvssen FAY- tnQ_rjc.z?� Pp:t.!c..�r.......:�. r 4 Date f }' AFFIDAVIT J - .HOME n"ROMMM CONTRACox>AW SUPPLEMENT TO PERt4IITt!►PPLWAMN MGL c.142A requires that the"reconsuix6oa.altecadons.movaaran. .modanizadon,conv=on, improvetneut, removal, demolition. or eon ftwdon of an addition to tom►Ong owner aocapied building containing at least one but trot mom than font dwening units or to which are irdjaoeat ;i to such residence or building be done erod ooatraacra with cxxtain s_ •. `. g by t•cgist exxpdot:s,along with other i+equirtrz�s.. . Type of Wbrk,.JL&t Address of Work: ..3 E Awu.I �1�t Omer Name: Date of Permit Application; f- (2--o O I htidn•terofv tha t: . Registration is not required for the following reason(s): Work trduded by�law Job rmda S1.000 Building trot oww-oocWed Owner pulling van pamit 1`cticc is hereby pti-cn trW:: - ERS PULLING THEIR OWN PERMIT OR DEAIJNG wrrH UNREGisTERED CONTRACTORS FOR APPLICAELE HOME MIYROVEvENT WORK DO NOT HAVE ACCESS TO THE fps.: ,.�:;10N =,CIC=.'_' OR Ci1� AIM'F(1:�� LN i r F 011-F MGL C. 147A SIGNED UNDER PENALTIES OF PERTURY I hcrcby apply for a permit as the agtnt of the oNMer: I cor name No. OR _ ORncr. e! TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map © 70 Parcel 06 Permit# Health Division �� Date Issued Conservation'Division I Z(7o P y�'�Z____ Fee /Q g '56 Tax Collector / "� P4UPTIC SyS*TEM M M;�^ ��-w INSTALLED IN COINP Treasurer iLIIICE WITH TITLE 5 Planning Dept. ENVIRONMENTAL CODE AN Date Definitive Plan Approved by Planning Board f-J TOWN REGULATIONS Historic-OKH �A- Preservation/Hyannis Q a Project Street Address 70 1 E12 i�b Village Owner Address O L fJa (S O Telephone L 77 5 ® 5 Permit Request W �- � G P�� ;G a�G Square feet: 1st floor: existing O proposed�� 2nd floor: existing proposed D Total new Estimated Project Cost SS e 0,0 Zoning District Flood Plain �_ Groundwater Overlay Construction Type F Lot Size 4-A G1zk:l Grandfathered: 0 Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes g No On Old King's Highway: ❑Yes A No Basement Type: N Full )Crawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new © Half: existing O new C::) Number of Bedrooms: existing Anew Total Room Count(not including baths):existing new First Floor Room Count d Heat Type and Fuel: ❑Gas 0 Oil 0 Electric ❑Other Central Air: ❑Yes O No Fireplaces: Existing New © Existing wood/coal stove: ❑Yes *No Detached garage:0 existing Anew size Pool:0 existing ❑new size h S �' Barn:0 existing ❑new size Attached garage:0 existing 0 new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded 0 Commercial 0 Yes No If yes, site plan review# Current Use Jet T IAt/ Proposed Use 0 BUILDER INFORMATION Name o?w,�s �04-�, OC- Telephone Number Address 3f S Sc—k 'S I License# �y 5 � Home Improvement Contractor# 1 fq © � Worker's Compensation# 10 O 0g07 f- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7b � SIGNATURE DATE FOR OFFICIAL USE ONLY s PE9MIT NO. DATE ISSUED MAP/PARCEL NO. ` 55 ADDRESS VILLAGE ' OWNER DATE OF INSPECTION° FOUNDATION FRAME e , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' ' I FINAL GAS: ROUGH- FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. a LAW OFFICES OF JOHN R. ALGER, P.C. ATTORNEY AT LAW 886 MAIN STREET P. O. BOX 449 OSTERVILLE, MA 02655-0449 TELEPHONE(SOB)428-8594 FAX (508) 420-3162 ,t i April 28, 2000 Mr. Ralph Crossen Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Ralph: As you suggested, I have redrafted this to make it clear that Mr. and Mrs. Pheeney intend to use that second kitchen only for.their-children. Very truly yours, JRA/bt Enclosure APR 27. 2000 (THU) :0:42 dOHti R ALGF.R 50842031 62 PAOF. 2i 2 TO WHOM 1T MAY CONCERN WE, iHERBERT S. PHEENEY and PAMELA R. PHEENEY on oath depose and say, That we are the owners of property at 70 Seapuit River Road, Oyster Harbors shown.as Lot 4 on Assessors Map 70; That we are currently building a substantial home thereon under an existing building permit; and The home consists of the main portion of the dwelling which is 52'x28' with an 1.8' connection to a large family room with a cathedral ceiling which is connected to a large back hall. with laundry, powder room and closets which connects with a 39'x24' three-bay garage. Above the gunge, with access only from the back hall of the drivelling, is an area 24106' with two bedrooms,.a closet, a.bath and sitting room.. This area is designed ekclusively for the use of our family. We have three children who ate now graduated from college and desire rooms away from the rest of the family. This area would be used by them and their families only when they are visiting us and would never be used independently of the main house. We would ask that a kitchenette with a small sink and stove be allowed for the use of our children and since the only access to the portion of the house is through our own back ha11, we agree that it would never be rented separately and will always be used as a single family residence Witness our hand and seals. ImR1 ERT S!PY!(Y PAMMA R CONWONWEALTH OF MASSACHUSETTS Sarrastable, ss. C - a-9) , 2000 Then personally appeared the above-named FIMERT S. PHEENEY and PAN ELA R. PI NEY and made oath that the foregoing affidavit made by them is true, before me. Notary Public My commission expires: G 7l ag/ D_ i 05/09/=000 14:54 15084 0W50 BAXTER,NYE&HOLMGREN F913E 01 BAXTER, NYE & -L.IOLMGREN,' INC. Registered Professional Engineers and Land Surveyors $32 Main StreFt,Osterville,MA 026,55 (508)426 9131 FAX:(508)428-3750 January 21, 2000 Ms.Donna Morandi Health Department Town Hall 367 Main Street - Hyannis, MA. 02601 Re: H.Pheeney 70 Seapuit River Road Oyster Harbors Dear Ms. IvMorandi: At the request of our client, E.B.Norris& Son s,Inc., we have evaluated the capacity of the existing leaching system at the above noted address. This system was � installed in 1996 under permit#96-379. The leaching system has a capacity to handle almost nine bedrooms under the criteria in Title 5. Enclosed please find a copy of the installers"as-built"card and my capacity calculations. If you have any questions or comments regarding this matter please call me. Very truly yours,. Stephen A. Wilson,P.E. Baxter,Nye& Holmgren Inc. O p Encl: o� cc: E.B. Norris & Son, Inc. #t97113 Land Surveys Subdivisions Septic r7vsign • Wetland Filing, • Site Desibm r '[AScheck COMPLIANCE REPORT [assachusetts.:Energy Code Permit # [AScheck Software Version 2 .0 i i Checked by/Date � 'ITY: Hyannis TATE: Massachusetts DD: 5973 'ONSTRUCTION TYPE: 1 or 2 family, detached :EATING SYSTEM TYPE: Other (Non-Ele ATE: 5-10-2000 ctric Resistance) ATE OF PLANS: ITLE: OMPLIANCE: PASSES equired UA = 1560 Dur Home = 1362 Area or Insul Sheath . Glazing/Door Perimeter - R-Value R-Value U-Value UA ------------------------------------------------=------147-- �ILINGS 4900 38 . 0 0 . 0 3LLS: Wood Frame, 16" O.C. 8264 15 .0 3 . 0 552. :AZING: Windows or Doors 1041 0 .400 16 416 BOORS: Over Unconditioned Space 5200 19 .0 ------------------ 247 --------=-------------------------------------- )MPLIANCE STATEMENT: The proposed building design represented in these )cuments is consistent with the building plans, specifications, and other ilculations submitted with the permit application. The proposed building Ls. been designed to meet the requirements of the Massachusetts Energy Code. ire heating load for this building, and the cooling load if appropriate Ls been determined using the applicable Standard Design Conditions found i the Code. The HVAC equipment selected to heat or cool the building tall be no greater than 12511 of the design load as specified in ctions 780CMR 1310 and J4 .4 . .ilder/_ '—'_'— Date `s 05/ll9/2200Fl 14:54 150042011750 BARTER Ih1YE&HOLMGREI4 PAGE G_ . �t�.1a�.GI�j. � ,�coc�ric� ,'.�k.+., - .4f '' /?�.�-..���cei✓' /JGi�i� �lo -�y� . TAOs . ' ww 40 "ewe* • ..Ogg =.= 1. , . ,. - .•. � . Bo.«�. Ar��:• .. • � a0 � Y �z:-.' �. -. -��!(00 sue' • .. • . . .• . . . (3Z$ Sfc.lc. 0.7. CD� 982 9iPd co�3nCi `r 4's 2 ��xP 1 Vo f a 05/05/2000 14:54 15004 0W50 BAXTER,NYE&HOLWREN PATE 0'3 �WN OF BARNSTABLE LOt ATION �� ;,z4,yUI Y l�v� SEWAGE VM LAGE �� —��' ��� ASSESSOR'S MAP &LOT i 74—41&� INSTALLER'S NAME&PHONE NO. lit) O-Ape- SePf« Celxs� 9 ng 64 LDS/ SEFnC TANK CAPACTrY LJEACKNG FAC I Y: (type) I i7.I•fi?*A&6e4, (size) Sa6,7a. .14' �WCOUACI NO:OF BEDROOMS / �• b�G�1G tb�• tJndtO_ OR OWNERS L PERMITDATE: D �s1�^,9� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Fret Ptidate water Supply well and Le4A L Facility (if any weUs exist on site or wig 2W fea of leaching facility) Feet Edge of Wetland and fewbing Facility(If aoy wetlands exist F within 300 feet of I g facility),_., Feet Furnished by '�J{ 61Q. �SiLLti+ Or - a p i 0 O 3 Hi3° al f13 41�,,783 I BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number' .CS 015851 Birthdate: 09'28/195 . Ex Tres: 0[9/2812001 Tr. no: 5743 p..:.. ::...: .. .. .Res. ricted°To: 00 CRAIG N ASHWORTH �. 385 SEA STREET : HYANNIS, MA 02601 Administrator it``�^x`"c��- �' '.fir"' `��'�;-5�}�x,:�s.r� ��� �a. 'r � �",.• t � r ��r� �,.� �., re<�f+` - �ItJ,`3,• ,,�• f.N, F9- - '•as nti•�7` �Sab;- t `L:. Y �l`F Y�✓,�����.,r8 e�.�.$ S �s 'uz°. .+\A' Yb` r, (�'0 4_`�� .� s n t�.• �; Z,"�r7 a:t•e��},r�':'A�rtS �"��,r ,`� y 2%,- ,�.,s.,ru i r j � Rt 1. �A b r, a: . a+?� nCh.ia�AiA .� ; , .fi ,. .a `= TYP3e v k ,wPRI QTE 00R-R,, I,ON p�.�`s.�',re*c `v.*sit ? 1 "f ? t s 7i} �{ c1•Y �' •�•�n fs•4 hr� 7�;°{�}/�' '� /t'' •"S� r 3 �ye�'�` ?:'; ' a l f r Y \v tx .E�l R if�1►��tQ�y,�\t�r�s.�`. V V$ � .� , `� r{ t t � n �`✓'fr•,�.ata� u.c�t d z� �t''��,��rS 'tM e„�. �'y�. o�y'La.Fl,_,s$�"Qc,�.� . Ims \ t� 'fP !. r d.k v tr � �°1�.'}t4e'..�r„ S 8F e•� �a-t: , � # f` ' _ t, 3 "3. 1 hk ! r"'^ hy r 1+� �FSs�'d �• 1 r.� '�' 1 k�I - .f;. .� 1Y> .1.xy'tJ'�T�'•"�ti W:°TP s - 1• � L.4 H lv;tr tf�S' aERNESTs,B s L NORaI=S� & SS N� ENCla ' ! ! a< "9�' s t "r 4 ors� f�) 4i..S�>t{' ",`�``�7sr+.tx1�•" '+ �'"F.�j�,�- � .{'\ f t i. .y.� • t N ,> Yn Jr, s<T is•!, aLo Sy a f ��C 4�V�i�V��'fR Vi�+r4 F��,'*3` T s 7 bow 4 4 4 r �'-0 A , n ' '*;c •a Ra'Pd �1 qq,, 01 � 1•�ti.'">�r t�ks5 � 1y t'ky'�Se=h{ tw ADMINISTRATOR 'i,� ` tit � �m�a i� •ha Hyannis "'MA� h i;< { r�;. °, �r Y r to S q 6 t�tr-•.,�z 1 �is 9''( �y�r•,t�, �.a h n ��.�"'s . e � �Sny rr 5 s� Lt 1�''1 'li �'�i.^++• �y t 4 �w„"�'' 1 t t�[��%j��nfi� r . The CorrrrrrOrme,71111 of Mascachusctls ;;l 'j •�; j,_� Drlrarrnrenl of Lrdustrial Accidents 60fJ liinhin,7urtSlrcct Boston.Mass. 0211.1 Workers' Compensation Insurance AfTid2vit AR[21i�an -'t information .. . . ._ ., Plensc I'RINTI� ly' ���„�.•r--• . . . .. ... . � c't�• nhnnc>y ❑ I am a homeowner performing all work myself. ❑ 1 am a sofa proprietor and have no one working in any capacity EC I am an employer providing workers' compensation for my employees working on this job. ERNEST B. NORRIS & SON, INC. n ' 385 SEA STREET t ... tarlrircts — HYANNIS ah6ne 508-�75-0457 ' EASTERN CASUALTY INSURANCE CCMPAIJY noon•tf WCG 1000807 A -iIl<unnc�ce - - ' ❑ I am a sole proprietor. general contractor, or homeowner(circle vne)and have hired the contactors listed below wl the following workers' compensation polices: , m 'ny n nhone#t . Holier� • .... iIl�urnn�r rn �: -�� --' ..csrsn-s...-ac`+r'vwrsT"—�"T^�-' �"r''•�i7•T•1t77�'' - - --- nhone#-- - --u- "niter it . .. :Attach,Lddltionfl'shi*aifDec vt •f�^'� ^�'�•u���� 3 at Failure to recurs coti erase eat rcq eu mlruadcr Section 2SA of A1GL 15s lead to the imposidon of eriminaJ pcnaJdes of a tine ap to S1S00M line)Cara•imprisonment Aa Well as chit peniltles in the form of STOP woRK ORDER and a flue ofS100.00 a day aptian me. I nadersuac copy of this statement m2s•be forwarded to the Office of lnt•estigations orlhe DIA for eortrstrc nrillatiom l do/rerrbr eertif}}•unr/c r the pains end p a/1 er ojperjurr that the injvrn=ion prmided abore is true and eorrem ate Sienaturr Print name CRAIG N. ASHWORTH Phone# 508-775-0457 7cor uh• do not write in this arts to be completed by city or toxn ofQcial pemi0lcense tY r18oildlag Department Duccnsioi;J3uard ❑check if immediate respunse is required 05dectmeo's Oftice C311e2lth Department QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/09/00 PERMIT NUMBER 39.426 PARCEL ID 070 004 70 SEAPUIT RIVER ROAD PERMIT TYPE BUILD NEW RESIDENTIAL BLDG PMT DESCRIPTION RELOCATE EXISTING/BUILD NEW HOUSESEWPT099-38 CONTRACTOR PERMIT FEE 2325. 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 101 GROUP TYPE 1 APPLICATION 06/29/1999 EXPIRATION VALUATION 750000. 00 DATE ISSUED 06/29/1999 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C)ONTRACTORS/ PR (0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT. This value is not among the valid possibilities ' I QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/09/00 PERMIT NUMBER 43606 PARCEL ID 070 004 70 SEAPUIT RIVER ROAD PERMIT TYPE BUILDA NEW BUILDING PERMIT ACCES DESCRIPTION NEW DET.GARAGE AND CABANA CONTRACTOR PERMIT FEE 108 . 50 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 214 GROUP TYPE 1 APPLICATION 01/13/2000 EXPIRATION VALUATION 35000. 00 DATE ISSUED 01/13/2000 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT This value is not among the valid possibilities QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION------------------------------------------------------------- 05/09/00 PERMIT NUMBER 29821 PARCEL ID 070 004 70 SEAPUIT RIVER ROAD PERMIT TYPE BDEMO DEMOLITION PERMIT DESCRIPTION DEMOLISH 2 SHEDS/HANDBALL CT. /REMOVE TREES CONTRACTOR PERMIT FEE 25. 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 753 GROUP TYPE 1 APPLICATION 04/02/1998 'EXPIRATION VALUATION 3000 . 00 DATE ISSUED 04/02/1998 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N)EXT/ (P)REVIO.US/ (C) ONTRACTORS/ PR(0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F)EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT This value is not. among the valid possibilities QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/09/00 PERMIT NUMBER 39470 PARCEL ID 070 004 70 SEAPUIT RIVER ROAD PERMIT TYPE BDEMO DEMOLITION PERMIT DESCRIPTION DEMOLITION OF EXISTING HOUSE CONTRACTOR PERMIT FEE 0 . 00 VARIANCE STATUS A ACTIVE CONSTRUCTION TYPE 645 GROUP TYPE 1 APPLICATION ' 06/30/1999 EXPIRATION VALUATION 0. 00 DATE ISSUED 06/30/1999 COMPLETED DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE--- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR(0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E)XIT This value is not among, the valid possibilities J O5/09/00 TOWN OF BARNSTABLE PAGE 1 PROPERTY/PERMIT CROSS REFERENCE SELECTION CRITERIA: property.parcel_id=1070 0041 ALL CONTRACTORS ---- PERMIT ----- MASTER NUMBER TYPE PERMIT PARCEL ID ADDRESS LOT/BLACK DBA EXPIRED 29821 BDEMO 070 004 70 SEAPUIT RIVER ROAD 31753 BELEC 070 004 70 SEAPUIT.RIVER ROAD 39076 BELEC 070 004 70 SEAPUIT RIVER ROAD 39426 BUILD �� 070 004 70 SEAPUIT RIVER ROAD 39470 BDEMO 070 004 70 SEAPUIT RIVER ROAD 41848 BPLUM 070 004 70 SEAPUIT RIVER ROAD 41849 SGAS 070 004 70 SEAPUIT RIVER ROAD 42709 BELECPOL 070 004 70 SEAPUIT RIVER ROAD 43606 BUILDA ^ 070 004 70 SEAPUIT RIVER ROAD 44187 BELECNB 070 004 70 SEAPUIT RIVER ROAD 44740 BELEC 070 004 70 SEAPUIT RIVER ROAD 44749 BPLUM 070 004 70 SEAPUIT RIVER ROAD RUN DATE 05/09/00 TIME 15:01:13 PENTAMATION - PERMITS MANAGER a rl w • .4r- boa - --_ — - � d � . r E7� �mTam- _. ..� Ja ri 1 A i. 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O �•O: •` ��I '�... zN ®iT ' s too II aa : _ . . 1•o s.�Jl II II ,�!Trl ltl�r : rr. h. w ®M I C 1 - a I c i TZ v..::.... C. W. . - - I i 1 I! I .ems-:,"'•:�ri: .I �I. I I I � �-. ' .: I I'; .. ��"LL � I I i, � GI4:i3e✓.4Fi_. ._. � F ,�ocwl�Mw.� St�T�ar-19 ,I I I �j ;R. ' CIRAWN ' PARSI a-LrlRf'�'( �LOOIZ .. •' I . o .56 aJ. I AT, .� odu rer— ;y. o I ' ...:• -PD �J"• r— r —cam — — 'p — r'— _�e. i. «�..+rr.W`1' s'Y�_.,t_ .. 5 } R.�ccTriowl' me,t ' -_.-.+.w..•�+ �; iL�"l `e. I _j ..; A 1• r.. � �:.�� 1.1 2c>vr�1 aa'>, :i.."�►{'.'' ''r:. '1 `. •�-� C-O-MM Fire Dept. , 4. SMOKE DETECTORS O.K. REVIEWED Location .`Number/Type "T DICAWN .:.,Bsmt ' A STABLE BUILDING DEPT. lit Floor � sH�• 2nd Floor. j - Other _ Total - - Notes: r Reviewed By: �• /�� ►� I ILU _ I I 111 < i I: V 1 I I IA OW N w.•__.� Q - _ IF wu LIL- - t I I - I ; I T I - I • r v 1 L N . -.— D :i � /} � I .../: ' � fir•• V I I �• I G a ---�: I — • � �' _ 1. I- I is I I I iy C r- I I I .I. X I — 1 —I I I I t •E'c- I J1))! I u4�D '�.• • 7 1 1 _ I DATE } SHEET 140., e O r 'O .O. � s Q •99 CLZ W � aX 10 41 � I •.�O I � _— � — ..___ ©I 1:,�_ �:PJRY_.AKFAST� I I,� -c�Q /' -�-�' T _ .—�-':. III _ o • o r - _ - ..Ti�w —1- - �_ __-- -_ —_ - — 5•. ' - _ —one_'_' ry-r _ ..�-, 1 � iz.acaPr o�J' � •� I :-...� I � e :K�rf--� 1t *\/ 'err... I - �i:,l•I.h.�-(wU[7.°,ray del -I �- �' �,..o• .. ':�,�I,TTUJ•t:.• �� 1 .� it^ ',. 1 .i. � .. .: ,j •I. � �-hoed_...— . . 6�l�- � I. .� ♦• •'...� �:. ' p l :•>:: 1 o� .off•. 'aI � ' 01 a 4--�4 MAX"— p 1 C-O-MM Fire Dept. SMOKE DETECTORS O.K. REVIEWED }° v. location .'NumbeNType VAT Bsmt , 1st Floor 3H2E7 i A STABLE BUILDING DEPT. . © 2nd Floor, — Other T070 - Notes: l s f ao Reviewed Bir I i � ¢uj cdu UL 72 .. - - --- ----- - -a ' : ' L I .l. 4 I - i I �•� � ',..' I � _.I I I Irk � /�� /// '1 I.i� Y .I I I �`ti n__ �Nr�.r _— '[vein'. � J , 'r •. .r.n . 0 com NO. - -— '•'...:. :� ... ::' � _ +'• --:DATE,,, DRAW2 BY j � � � � � I � �... '.• ., .... F.,ui.lnwO I— •{ SHEET No., •— _.- - ----.— I ��`: ry — • ; it I+ t ZN `� _ ; I •a IIt _ I � � • �,t t III• ,�r�I II• I I- n I u ow IT .:. DF ..,e• b :. ..i' I"new�• rip� 1, �'•� --. } pG V O O. N. di lo Ai IIL i t YcommA .e • _ 'f ......� 1 isW AkAA — .� :_.:,•,o �: : o.. a.�.�: :�.. — �_ {� 'J '0 , eras i .: •� i 0 i seeerr •a III I ; 1 •� � I --I r�._� I vim 'Ul `.�..� ell Lj I �'- I I F /(/T(%,{/�,{)/�1�•11 ". f ®•'g U,:jo;.Y <1 d. .` K I yam_ ——- f .. !fir � .. •1• .� I ; .. I!!I I � � �C..•.V�f.aeu....N!NI` � •J� I' i I •+—r COy N,t 1 � a 0.A.__ .. —-P.Ytna.. fog-lyr+o.l�.. .: " I i-——�--— ——————_—— ----- • I � "'�- •L n 41 , V lVi - •. _ � •.' I� - .I'� ���:. DATE i • _ � � sHee(r�.r °FfHE 1p�,� The Town of Barnstable r r + ■AMSPABM • 9� MAM �0� Department of,Health Safety and Environmental Services 1 ono. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 1 �I Building Commissioner May 9,2000 John R.Alger,P.C. P O Box 449 Osterville,MA 02655-0449 Re: 70 Seapuit River Road,Osterville Dear Attorney Alger: Thank you for your letter regarding the second kitchen at the above referenced address. However,this is not an agreement. Please contact me as soon as possible. Sincerely, Ralph M.Crossen Building Commissioner RMC/km I ent By: FULLER ELECTRIC CO. ; 428 6683; Jun-16-99 1 :07PM; Page 1 /1 �- ya VVV0 D&U6 ®001 2 Comfiedric 2421 era*"KO- My Td na(50% �02671 •Toae 26, 1999 To 11tom it may concern! The electric service & meter ar the props of Herb 70 Se ert a Pheensy, Pu1�-River do Oste�11Q were re moved on 6/08/99_ This was aa at the rsgvest of Puu x Elactzic. Vary truly Yours, Barbara A_,TrOechi Cwtomer Service Rep. Jun-24-99 10: 29 Osterville Water Opt 508 428 3508 P_Ol Centerville-Oster`ille-Vtarstons Mills Water Department P.O_ BOX 369 - 1138 MAIN STREET OSTERv1LLE. !'-IASSACHUSETTS 43055 OFFICE OF r WATER 130ARD OF WATER CONLMJSSIO�NER:i ( 3 DEPT./r WATER S[.IPF.RINTFNDENT TEL.Va. fl)3-423-61091 FA-Y CONINIt;NIC ATIONS VIESS, 0 "5 FAX No_ 50S-12.3-3SUS DATE: f 1=Rc):Nt: \� L :ll`L• SE_\iDING t'�GES INCI.l:l)l-'CJ HjS COVEl` LETTEIR. Pl_F::\SF. ('A[.[— (0S) 42S-0691 IF YOU DO NOT RECEIVE THL TOTAL NI-MBER OF DOCUNMENTS I Jun-24-99---30s29 Osterville Water Dpt 508 428 3508 P_02 c ` Centerville-Osterville-Marstons Mills Water Departmetlt P.O.BOX 369- 1139 MAIN STRFFT O$TERVILLE.MASSAC HUSFTTS 02655 OFlICE OF 3 WATER BOARD OF WATER COMMISSIONERS DEPT. WATER supukINTENOFN'r s>oNs� TCL.N,,.s(r+-428-6691 FAX No.-iM-A2r,330M June 24, 1999 Town of-Barnstable Building Dept. 367 Main Strcct Flyannis, MA 02601 Re: Account 41074 "House Service" Mr. I lerbert Pheeney 70 Seapuit Rivet-Road Osterville, MA Gentlemen: On June 24, 1999 the Water Deparuncnl disconnected the water service for the "house' service at the curb stop at the property mentioned above. It is Our understanding that the owner plans to demolish the house, re-build and have a new water service into the house at that time. If you have any questions, please call our office. Very- truly yours. .., Craig Crocker Superintendent CC/jw DEPARTMENT OF PUBLIC SAFETY ! C0 NSTRl1 0 ` SUPERVISOR LICENSE .. "i1' .:::a'.:CL:�;'81i:ri�i%aL::.:C:)":;'ii`;: Nu ;r ::::.:::::: xPir es . 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'zrT a PRIV r,� , ATE CORPORATION K;•f r1 !ti2 , ? x f4 1�i.tttr.cCraig N � AShWgrth � 3: 2 'vs y fi r"� »�h.,r .h., ^t' s�•&xtrC.. .st''i`,r[, ,. y =.EiiPiratlon A6%30/00 "4!: '.) pp `�., ,�4.�,�F+:,,ru, �a.y;:.cja',{S-'��{�'+`;i. +.�*f•�':�i C:;{ } ''t.�,�ti i a,,+.� �r;�r' `IJ� f. � t• 3VJ��'s,s.ea r:S 'y 7 )JF[ �. 1•s `' •`: ��;.:*.�'R�.t, 1+' a.*�rLi � Jf 't.Z':.� j.,Y ( __�kl It I I:�i 3 .�, aCr ..!..aM�rr'd'. ��;4,���j.. 1'�•.:.S.I'ni'f?S r/ � SN`'.`�ET��!iv.��''�7c�t�....} .{`ir ti., �;n•4`,,.'ti,J" R Y�.! .Jt Y 7 a ✓ti tG �N� `a� v. ��[..:• _ ",A .fir •;, �?' t.4pS, t:.t,,:: ) I P r4.li Hyannrs;�MAt;.0260] � '�� > 3rx,rf ;. � Vic, : ,',,` •;i � ,v.a�'t�� :�^��•�._.��. � �,kM � �.�}`� +� � �� I :� �t��:,_..�-� •�:ERNEST3,B;.NORRIS SON INC I 7 ..1,. ..1 r ,.Si.! ;tt.^' ,�•4,: Hai �t�,�� r, �� .,T�yy�s�• r ,R U7 `-��}� -•r'`{ �,',{�,> •t� ,:.�r.. �.t .�y a •:n 'I It, ��I':'�li� ,yr;u^',.,a Y,'.'�.' �.�� yJ',: 1C��� _�� p"'4,. '�'� ��' `•„�R �t Pe%I `.+.ph��Y. '1�. �f(�;� :•� f�� y t. s . { '� �,,_, i t'� �.1: i'FM a 65 '�t� �,• .d to '� nd' � _ a� [ca t r>� �._. b��� .I a.Cr•ai N Ashworth I ! II. m- S t r L''����;iv�'�t` �{'�k �. a ,�„j', ,3 F�• .A,.,. '"L' ,t' y+E`d' 'r- •{ .�° '4. ...•i• �9�a.+ � 1 ,,I ', i t t t,tifh~r S '�'dt,!°r a�q' '' ..�' m ,• y _ 5 .gyp /C� W" �r , ,o i`r r , t, 1 3 : I, ::I }I v C6 fix•.. � ¢� � .r.,.,x i,t- t y I i, ..i. , '� i,li - :r •- "zk •tii ..�"C wi.3. t }r r 41 t.. .�E�: F`v .. ^A''1.7' ro. E.aWr 4$y, p/iDMINIS r. ,sJ '�.:Hyannis;MA02601 I!i,�� :,: -.. , ls ��. ��!vK' � 1 = •� •�t:`. ^'.4'x a,7. '.n- v<?�;.. �+�a. � t'y,r �¢:. 1•,.. 2"l- 3•:X ,.+, ,.r. ;a±•ts •'S '%ty'{,:jf£71�. "L3 xw{� W>L�' R j!j.+rr,: ,?t kG�' t) t , .i`.;,':: T,::3 fh!.. -l. na1 .�..�. M ..�,�'�•�.,.,..,�u.:r_^..l.Jd /'�h'�...' ,[e frrt?`�s'c!r«,s ems!' 4i. �r t U�;�� ,} -•4 _�..� 7 �. t __.._.._.---- h��.rh��j`i�ii • 1 The Cutntnontrea1111 of.4fassachuselfs "''� •'' .� --'' ' Dr,n arinrent of 111dustrial Accidents 011fceal1mestl9atlnusrA , ►if; _�' ON1It'ashille, nStreet Boston.Afam 02111 �--' Warl:crs' Compensation Insurance Affidavit M. - — . locniion- ,... shone ft c ❑ I am a homeowner performing all work myself. ❑ l am a sole proprietor and have no one working in any capacity .. I am an employer providin;workers' compensation for my employees working on this job. ERNEST B. NORRIS & SON, INC. 385 SEA STREET • 508-775-0457 HYANNIS nhonr�h EASTERN CASUALTY INSURANCE CCMPANY nniicn• WCG 1000807 A cnrince ce - ❑ I am a sole proprietor. general contractor, or homeowner(circle one) and have hired the contractors listed below wh the following workers' compensation polices: inFurnnee Co. m 'snv*na• e.. •t.. • wu ranee ca. Attach addIHotial'sItia if neccss .. f Y - - �^ Failure to smart covcr2Fc as requi Z a red under Section 3A of 111GL 1Sn and to the imposition of criminal Petuddes of a fine up to S1S00A0 one cars'imprisonment as��ell as civil penaltta is the form of a STOP WORK ORDER and a fine of SI00.00 a day ispinst tar- I undersund copy of this statement ma%•be forwarded to the Office of Investigations of the DIA for eormgr veriliestion. 1 do herebt•crrrif}'under r/re pains and p a/tles of perjury that the infonnadon prtnided above is trae and correct. Sie_naturc ate Print name CRAIG N. ASHWORTH Phoned 508-775-0457 afficial•use oniv do not write is this area to be completed by city orto a ofAcial permitAlmase tl r'18uildiar Department cit,•or ton•n: Qtleeasing ffuard OSdectmea's Office check if immediate raponse is required Ot;nath Department phone tt• 1•tOther contact person• Jun2'24-99 10: 31 Osterville Water Opt 508 428 3508 P.02 Centerville-Osterville-Marstons Mills Water'Department P.O.BOX 369- 1138 MAIN STRFU f OSTERVILLE,MASSA(:FJUSETTS 02655 �4%X aat OFFICE OF +� BOARD(IF WATER COMMISSIONERS u WATER w.arF:g SUPERINTL'NUr:N r OE PT.�y TEE.No.508.428-6691 �TOP18 M FAX No.5Q8-d2N-35p8 June 24, i 999 'Town of Barnstable Building Dept. 367 Main Street Hyannis, MA 02601 Re: Account #1074 "House Service" Mr. Herbert Phccney 70 Seapui.t_Ki%vcr_Rc�ad Oste� NIA Gentlemen: On June_ 24, 199,' the Water Department disconnected the water service for the "house" service at the curb step at the property mentioned above. It is our understanding that the owner plaits t0 dernolish the house, re-build and have a new water service into the house at that tine. If you have any questions, please call our office. Very truly yours, C� C/ Craig Crocker Superintendent CC/jw Tile Cunn111011 ealth of ftassachusctts. ;;l '� -� :_'.��•: Department of Industrial Accidents 6f10 11 ashinl,1tun Strcct :.�`•:;,, Bustatr,lltu�x 0 111 �-- ' Workers' Compensation Insurance Afridai'it AFnlica..n�ni0rrnatton Please• �'R1NT �ly_•�, - nhn • nciY ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one working in arty capacity I am an emplover providing workers, compensation for my employees working on thtsjob. ERNEST B. NORRIS & SON, INC. nm . 385 SEA STREET ' _ HYANNIS 508-775-0457 �EAASMTER�NCAZS�5ALTY INSURANCE CCMPATY nnlin•# WCG 1000807 A �In, ttr•rncc ce - ❑ I am a sole proprietor. general contractor,or homeowner(circle one)and have hard the contactors listed below w. the following workers' compensation polices: .... • Rhone no[ley# ttln cc ca. --- .�na�+-�. ac-..ra++-�T�•'T^�"tF' - `�"r 'erSY► `�t" 1 _..,. .M m •rri�•na e• . . • sin nhone N: . •• Roller# . .. .. ;Attach addlticrilfshia friieeeasa - ~ try Failure to smc; covcr2gc ss required under Station 25A of 111GL 153 as lad to the imposition of erinuaal ptaaltles of a flat up to S1S0D.00 une pars'Imprijonment all­cll as civil penalties in the form of STOr WORK ORDER and a fine ofS100.00 a day apinst me. I tudersunc Copp of this statement m2p be forwarded to the Ofrice of Investigations of the DIA for cortrate verilteation. I do lrerrbr certify unrlcr t/re pains and p aluet ojperjurr that the injomtarion ptmided above is true and correct Sicnaturr age Print name CRAIG N. ASIiWOR'IH Phone# 508-775-0457 7chheck niv do not��rite is this area to be completed by city or t"m oflIeW ptctnit/Ilcease# r'18nildlag Department town: pUcensftrt;hoard unse is required aSdeetmen's OMCC mmediate rmp 01;calth Detrartmeat phone 1t• atheron: oe J n't3 r r tT ✓fl.� �0�~~eaa � ��e n%.. 'h•r SYKr AJ�Si+'c . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR := Number: �.C:S 015851 y Biro date 0:912811.953 .. FMr. Ex gyres: 09/28/2001 Tr. no. 5743 p o. Restri cted� T 00 CRAIG N ASHWORTH 385 SEA STREET HYANNIS, MA 02601 Administrator I • 1 I ' : - 5 ,,y..,.,...�,. ;A .fiv,*,•''' i }.1;:1•'1}'� ':;i,, "li%:� ',•`''•ei.?•• 1•d�'i :y,;.,.L:., rr�::.: �'a.�' fir'.,.• I ''y�tr,. J`�j JI;., .t/ �Y' r, ..�v. 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OM��T1 11y,3.� ..e�r .r i.;; ±.t•�` S i, die r n r r 2 ' Ail"..'i+ ��f 4.' m•'�ax�� '�� ���' ckY•r � it,.t.r� ft. � ,� t�-.v ' ,+ . 1Qi u�' k' .;,R.�'l•; �'(p sac '' (� 1'2,/, ""`l •4 i.t`�'.'Ctr�'i.i }},.�r,,,yy x,.,r,, .µ. +� I. �ri,S�'}��r'' •,,.t2�' a�],". use ��ne:�:(��V., " `::�:�k' �`.'P.`rf++.ay Ida 4rti.4. Yl�P 7�:,�r2�•'+.{'4:',:t: � �/d !' t` ,. ' - ,+t' �. rl;�'' '� �iar���1{�M:r' ���i,}C �r�'�,��.i''r'`)�[n•Y'1. h. r! k It y e•F HOME' :YMR OVEME ,R �,tl� �FON�R,GtiT�J �yt Re9istr:at :5 ' 0 ' t EX ---- •I {. ... -:1..q''1 ,'ytYtaC,.ya�ti p ISM •10. ', /��J.O� C:r::�4 j`�.. f I �, , Y I ` J - S�=�y}e� c- Q'•, x0O' YJ 't'7 l,. �� uR."•'A.,j t ?y ,,, ,.. t j f Type. — •PRI,V.A, -F C PO gT,T;ON ��: � ; :'i, >a�, Fhr; ? t1, �,�.: 3�' ts4a a, �. ,:..• S.w rY, e+l[..;:%^!:S ,t�,,��� �{'�:-�jt +L''1' �.r�' 'trk1. XY,..S' (�.�-,- r2 '',v:?�•.p �, .. I - •-53�y.f.✓;aJ, 1>) ,.7�ir.�r^'°''A�,.••.r �R'�'a7A' °t ''t''.• "b.�",,fw' .tst� 7�..��`ti,'.:;5 ,�,. ''�%r.J''.i1; del.—\>,}�,r.:i:.,'!s'. .�oo�x�vnorucvna�di-a�./�adaadEuee!!a ,f.,.. a,t\{�k i:: 1,:.. 7 .,�. <r� X•R{`� •N'p� ..'v, :r.:. rv-...il ;��y,,.,;:..'rrS•.;:, :::7:..,.;:.• .. , �. •.n:r k3•" pp-:4�. r.;Y,i7��/t iF�its Snt ,��•}.f6 4;a.:y<t1w.'a. :.F;y� r?r:.•:,.: J:4.. 4`• ..�� ,4.,._...;i•. :'I. -f...J,..: - ,,,:d, ,,t"r,..+•P,,,(, �� .,>�., :•-�•:. M �IMPROVEMENT�:CONTRAC I�Y•:I 'i• ;t '! •,4• a:�:;;,•• ,• ,'. TOR; .,,4. / ��. ,�a>;.<xS:. .r,ry v.S,:' d r aY. ��•. t'•',r?:.a.t .fa� .•+F':;4ti` rc.. •-zq'�r r *�� t N 02014, 1 •.:r �.ERNE:SyT B' .�:: 7. M u:ti: � t; •,•,: •t,... , e4' r+'• +st.,tYr;1.'l '. .; �.� �•• ; .,� ::F.�:.. 4ra':d�+.,�.1 .YP r.•PRIVATE:CORPORATION I y, Cra .g::yNt-.o As w ,r.�.t•h Ezgir�tion O6/30%00 38SS '''��' .r nF�n.d•, �5�-.i fap::''�in`r�Z.L�nT;iy t, ��.:.0 „�>, A•. FJ�'.�!'t`t 1...e i. F: i .,rn.�.. r� a %� ,!r)4 f.,�ct• N Y yy' 't�Rx: 5+.Av 1`7 �th,,� a .y. S`+'','. .1 'hi.Ya:nn' s 'A',M p• .SN..t, .I r �.; �i�� l- 5r •" 4 r•f.r'. _F : ;:':�.1. E :.,�a 2,�60.1',,r+'a;•.sa1.� , ' cx =? {r� �:� >> �:. r.r.�W'• ,'fF:'- fi "�,�*'�`,��.�., ;� ',;' ;. ,� -� 'ti;' .y, ,��.'. >3`�%e�`�� '"••�`�::�•'•.��'.;:,�`,• '.,•..,: ,,.�'. NC:=. r1'�:•: , A..;"; ,t„ ` 'yk�t. r� 7 �' =y• `��I ,> {r�{}Cr•aig+ ::Ashworth;'<:' )4,: ' 1. I (�YIO)!?.tO,:i�i gSeat :; :(•( •,.-. ,h`J%Cf ,LT� a y, / ,�"''r^.77�r 4'`i�, r{,nsS'•`' CADMINIS •, .,,.,,,�4r "`taa;.�•:,^.4�• ' tj:y�•W,' .�,, *,,,1f. t �. �I.,'si,�..z':,:,.�f•a " , Z'fHyannis;Mp02601�.:,' ,�'1 i•°1'. .tY"' l kU�..,;•r .e...; ' Y�?l. .�• .lk:•'i. �'A ..!5,:�.�•F�,�° (s,...r_.\..,.i .T:; I:r ,_..,_.......�s...:,.�.••..�r.:F' ,r',XN'....:1•,..rt:.�. .I II i 'i ( q''h 'IA•1 I r P.2 MAY 15 '©r� 12*27PM UP.h1AN LLIMBER >301�7E CASUDE -BC CAW"' 2000 DESIGN REPORT- US Mo Way.May 15,200011:28 File Single - I1 716" BCI 60s Name: Joist(1).bcc Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD.PRC DUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Daslgner - EK City,Stare,Zip- OYSTER HARBORS,MA Company: - Balsa Cascade Code Reports - ICBO 5208,BOCA U-18,SBCCI 9844 MiSC - Member Dlagram JOIST(1) ' St00dardLoad-50PSFIi0P3P I ; .f :a �� ',``:?I. •�L.:. ._h:ea , �1?!s`i �l~u — 1��I. 'ic}..ti:�r e -e!',r --;��„ — - 380 ibs LL 380It%LL 127 Iba DL 127 the I DL Total Horizontal Length-19.00.00 General Data Load Summary Version: US Imperial ID Dascription Load Type Rot. Start End Live Dead OCS Our. 8 Standard Unf.Area Load Left 00-00-00 1"0-00 80 PSF 10 P9F 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value' %Allowable . Duration Loadcase Spi n Location Right Cantilever - No Moment 2407 ft Ibs 41:3% 6 100% 2 1 - nternal End Reaction 607 bs 44.8% 100% 2 1 - eh Slope 0112 Total Deflection 11601(0.379") 39.9% 2 1 OC Spsdng 1ti" Live Deflection U802(0,284") 44.9% 2 1 Repetitive Yes Max.Defl. 0.379"(Limit:1") 37.2% 2 1 Construction Type Glued SpanlDepth 19.2 1 Live Load 30 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF• Design meets Code minimum(U240)Total load deflection tritons. Duration 100 Design meets Ocde minimum(U380)Live load deflection critarla. Design meets arbitrary(1°)Maximum toad deflection aiterla. Disclosure Minimum End bearing length is 1-3W1. The completeness and accuracy of ft input must be verified by enyano who would rely on the output as evidence of suitability for a Particular application. The output ebove is based upon building mde-accepted design properties and snalysis methods. Inctalletlon of Boise Cascade 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 (500)232-078e before beginning product installation.For glulam Inquiries,pleas®call (0 0)237.4013. fr J� 9TRU I;SAL r 4 No'36044 ��JlSvt,t ts's�� Page 1 of 1 SCIO end Versa-Lam®are registered tmdemarke of Boise Cascade Corp. - NAY 15 '00 i Z7Pn1 FURNAN LUMBER P.3. BOI CASCADE - SC CALC*t"2000 DESIGN REPORT-US Mo day,May''16,2000 11:33" le Single - 11 7/8" BCl 60e Name: �`Jost(2).hcc Job Name - PHEENEY RESIDENCE Customer SHEPLEY•WOOD PR UCT Addiaae - 70 SEAPUIT RNER ROAD Specifier Designer - eK City,State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICB0 6206,ROCA 99-18,S80019844 M oc: - Member Diagram JOIST(2) Standard Load-30 PSFI10 PSF add 16" I. ••I"' `E ? -,�: ��I'p"o•� °�y. �'•:C� ��"s.�,`.T_ _ - ti„��_p...e , :.:a• '!Y � �`i '.� "" ALI-MA " 1•�18- 360[be LL 360 IDz LL 120lob oL 1101U DL _ Total Horizontal Length-18-00-00 General Oats Load Sum-Mary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard UnfArea Load Left 004)0.00 18-MOO 30 POP 10 PSF 16- 100 Member Type: - Joist Number of Spans - 1. Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase $psi I Location Right Cantilever - No Moment 2160 ft-lbs 37.1% ®100% 2 1 -It tams[ End Reaction 480 Ibs 42.5% ®100% 2 1 - ft Slope 0112 Total Deflection LI700(0.3061 34.3% 2 1 OC spacing 16" Live Deflection U933(0.231") 38.8% 2 1 Repetitive Yes Max. Defl. 0.308"(Ltmh: 1") 30.8% 2 1 Construction Type Glued 8paNDepth 16.2 1 Live Load 30 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design maets Code minimum(Lr380)Uve load deflection criteria. Design meets erbitrery(1")Maximum load deflection c [aria. Disclosure Minimum End bearing length Is I-W'. The completeness and soouraay of the Input must be verified by anyone who would rely on the output as evidenc@'of suitability for a particular application. The output above is based upon building *ode-eccapted design properties and analysis methods. Inatelletlon of Boise'Cascade anglnteared wood _ products must be In sccordenoe with the currant installation Guide and the pppllcable building codes. To obtain an Installation Guide or If you have any questions;please cal (800)232 0788 before beginning product installation.Far glulam inquiries.please call (800)237-4013. �STRUC )SAL 14 No.3 6 lFrJ10Ylt Page 1 of 1 6CIO and Versa-Lam are rogtotered trademarks of Boise Cascade Corp, -- i MAY 15 '00 12:27PM FURMAN LUMBER ,Me BOISE CASCADE-BC CALC?".2000 DESIGN REPORT-us Mo ay Mey 15,2000 11:37 Single - 14"' BC190XL : N:me: Jo1st(3).bcc Job Nome - PHE@NEY RESIDENCE Customer SHEPLEY WOOD PRO)LICT Address - 70 SEAPUIT RIVER ROAD Specifier Designer EK City.State.Zip - OYSTER KARBORS,MA Company: - Boise Cascade Code Reports - ICSO AN6,NER 446 Misc.. - Member Diagram JOIST(3) T_ — � - Standard LIMP ago Ib -s ILL 390 lbr.LL 1901bs OL 130 lhs DL - Totel Hormorrtal Length-2&00-00 General Data Load Summary Version: US Imperial ID Description Load Type Rat. Start End Live d OCS Our. 8 Standard Unf.Ares Load Left 00-00.00 26-00-00 30 PSF 10 PSF 12" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Loft Cantilever - No Control Type Value %Allowabie Duration Loadeaee Spa i Location Right Cantilever - No Moment 3380 ft-lbe 32.2% 0100% 2 1-If t®mal End Reaction 520 Ibs 36.9% 0100% 2 1 -Lift Slope 0112 Total Deflection L/679(0.460") 35.3% 2 1 OC Spacing 12" Live Deflection U905(0.34411) 39.7% 2 1 Repetitive Yes Max.Defl. 0.469"(Llmlt V j 45.9% 2 1 Construction Type Glued Span/Depth 22.3 1 Live Load 30 PSF Dead Load 10 P3F NOTES: Part Load 0 PSF Design meets Code minimum(L240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/380)Live load deflection criteria. Design m0eti;arbitrary(1")Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-3r4". The completanses and accuracy of the Input must be verified by anyone .who would rely on the plrtput as evidence of suitabilityfor a particular appkation. The output above is based upon building code-eaoopted dealgn properties and analysis methods. Installation of Solse Cascade engineered wood _• products must be In secordanoe with the current Installation Ou)de and the applicable building acdes. To obt2ln an Installation Oulde or If you hev4 any questions,please call (800)232.0788 before beginning product Installation.For glulam Inquiries,please call (600)2374013. �1M a► ,J I r RAL No.3 44 O % Er � �FrJiotru 4���a Paget 1 of 11 BCiO and Versa-Lam®are teglatered trademarks of Boise Cascade Corp. — i P.5 MAY 15 '00 12 Z 2f3PM FURMAN LUMBER BOISE CASCADE -BC CALCT' 2000 DESIGN REPORT -US Mo day,May 16,2000 11:38 File Single 1.4�� BCI 90XL File �OIST(3A).BCC ,#I;b-"N Job Name - PHEENEY RESIDENCE Customer - SHEPLEY W000 PRO UCT Address - 70 SEAPUIT RIVER ROAD Specifier - Det:pner - EK City,State,Zip.- OYSTER HARBORS,MA Company. - Boise Caaaade Code Reports - ICSO4W,NER 446 Mlso: Member Diagram JOIST(3A) — .- - —S cad-3o P PSF OC S adn 18' I 490 1b� -.,LL' 480 ibs LL 1eo lbs DL 180 The oL i - Total Horizontal Length-24-00-00 General Data Load Summary 1/Qrslon: Us Imperial to Description Load Type Ref. start End Live Dead OCS our. S Standard UnfAres Lead Lek 00-00-00 24-00-00 30 PSF 10 PSF 16" 100 Member Typa: - Joist Number,of Spans - 1 Controls Summary Lek Cantilever - No Control Type Value %Allowable Dum lon Loadcase Spa Location Right Cantilever - No Momtnt 3840 ft-lbs 36.6% 100% 2 1-11 itemal End Reactbn 640 Ibs 44.1% ® 100% 2 1-W. Slope 0/12 Total Nflacdon U647(0.444'1 37.0% 2 1 OC Spacing 160 Live Deflectlon L/883(0.333") 41.7% 2 1 Repetitive Yes Max,Defl. OAA4"(Limit:1") 44.4% 2 1 Construction Type Glued Span/Depth 20.6 1 Live Load 30 PSF Dead toad 10 PSF NOTES: Part Load 0 PSF 136sign meets Code minimum(L240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/380)Live load deflection Crltpfla. Design meets arbitrary(11)Maximum load deflection criteria. Diselocure Mlnlmum End bearing length Is 1-314''. The completeness and a=racy of the input must be verified by anyone who wodld rely on the output as evidence of suitability for a particular application. The output above Is-based upon building code-scoepted design properties and analysis methods. Installation of Bole®Cascade engineered wood producffi must be In accordance with the current Installation Guide and the applioeble bvllding Codes. To obtain an Installation Oulde or if you have any questions,please call (800)232.0788 before beglnning product Installation.For 8luism nquiries,please call (800)237-4013. 1M ,JJ 1 N CZ RAL ' No. opTC�t`Q �fjSJpNAL page 1 or 1 SCIQ and Versa-Lam®are registered trademarks of Boise Cascade Corp. — MA'f 15 100 12:28PM FURMAN LUMBER P.6 BOISE CASCADE - BC CALCTM 2000 DESIGN REPORT -US . fM day,May 16,2000 11:44 le Single - 11 7/8" BCI 609 Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLE`r'WOOD PRO DUCT Address - 70 SEAPUIT RIVER ROAD Spec}Aer Designer - EK City,State,Zip • OYSTER HARBOR$.MA Company: - Bolae Cascade Code Reports - IC80 6208, BOCA 96-18,SBCC19844 Misc. - Member Diagram JOIST(4) i -- _ ndaidLoad.-40PSFjj0P6F OC S acrn 18° '!h..G• "'+>?3 iL�rr +�" RT.+gr 6:_.:7 :4 �'h, "�"�r'�,2L ?if .�Ls,'F-,543rr1_ •e .M•- f• 421 IM LL 1042 Ibs LL 221 The LL 103 lbs.OL 284 Ibs DL 10 Il:s DL I 09 Q0-00 Total Hoftontual Length-28-00-00 Goner&(Data Load Summary Version. US Imperial ID Description Load Type Ref. Start End Live Dead OC8 Dur. S Standard Unf.Area Load Left 0"(Q-00 2840-00 40 PSF 10 PSF 16' 100 Mefrnber Type: - Joist Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Valus %Allvwabls Duration Loadoeee Spa i Location Right Cantilever - No Moment 2258 fi Ibs 38.6% 0100% 2 1 -If ight End Reaction 524 Ibs 40.3% 0100% 4 1 -1.aft Slope 0112 IM,Reaction 1303 Ibs 62.4% 0100% 2 1 -Right OC Spacing 161. Cont.Shear 752 Ibs 45,e% 100% 2 1 -f Ight Repetitive Yes Uplift -172 Ibs 4 2-F ight Construction Type Glued Total Deflecdon U803(0.284'1 29.9% 4 1 Live Deflection U991(0.2T) 36.3% 4 1 Live Goad 40 PSF Total Neg.Defl. -0.052" 10.4% 4 2 Dead Load 10 PSF Max,Daft. 0.2"'(Llmit:l'j 28.4% 4 1 Part Load 0 PSF SpaNDepth 19.2 1 Duration 100 CAUTIONS: Disclosure Uplift of-172 lbs found at span 2-Right. The completeness and accuracy of the Input must be verified by anyone who would rely on the output as NOTES: evidehcd of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular apptlr9tion. The output Design meets Code minimum(IJ300)Live load deflection adterls. above Is based upon building Design meets"Itrary(1")Maximum load deflection criteria. code accepted design properties Minimum End bearing length Is 1-3/4". and analysi6 methods..Installation Minimum Intertrtedlate bearing length la 3-1/2".of Bolaa Cascade engineered wood produots must be In accordance with the current Installation Guide and the applicable bulldl�g codes. To obtain an Installatlon Ol,ids or If you have any questions,please call (800)Z32-0786 before beginning product installation.For glulam inquiries,please call (800)237-4013. I of N rj4 UUlf�flf 111 Iliti RAL 9 No. O 6 T�p `rt/oe'trl EMS\ Page 1 of 1 8C141)and Versa-Lanz®are registered trademarks of Boise Cascade Corp. P.7 MAY 15 'oo . 12,213PIh FURMAN LUMBER BOISE CASCADE - BC CALCt" 2000 DESIGN REPORT- U8 Mo ay,Msy1s,2000 11:46 Flle Single - 1.1 718" BCl 46s Name; Untitled Job Name - PHEENEY RESIDENCE Customer SHEPLEY WOOD PRO )LICT Address - 70 SEAPUIT RIVER ROAD specifier Designer - EK City,$late,Zip . OYSTER HARBORS,MA Company: 9olse Cascade Code Reports - ICBO 5206,BOCA 08-18,SBCCI 9844 Mlsc lUlember Dlagrarn JOIST(5) -- r —T— Ste cad-40 O P9F OG au 1B` -va 493 Ibi LL 49S lba LL 123 Ins oL 231b°OL Total Horizontal Length-18-06.00 General Data Load Summary Version: U3 Imperial 6 DeeStandard Unl.Ares ad eft StartLoad Type Ref. 00-00-00 118-06-00 d0 PSF o SF 6 00 Dead OCS . S Standard 'Member Type: • Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Losdaase Spa Location Right Cantilever - No Moment 2062 fl-lb6 64.8% ;100% 2 1-11 Iternal End Reaction 617 Ibe 54.6% 100% 2 1 -L Dft slops 0112 Total Deflection U410(0.83") 57.3% 2 1 OC Spacing 16" Live Deflection U323(0.424") 66.7% 2 1 Repetitive Yes Max.Defl. 0.53-'(Limit: 1'j Construation Type Glued Span/Depth 18.7 Live Load 40 PSF Dead Load 10 PSF NOTES; Part Load 0 PSF Deolpn masts Code minimum.(L/244)Total load deflection criteria. Duration 100 Nslgn meets Code minimum(L/360)Live load deflection criteria. I Declgn masts arbitrary(1'l Maximum load deflection criteria_ Diseloeurs Minimum End bearing length is 1-314". The completeness and accuracy of the Input must be verged by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building eod"ccepled design properties and analysis methods. Installation of Boise Cascade engineered wood — products must be in accordance Wth the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any Questions,please call (500)232-0788 before beginning product installation. For gtulam inquiries,please call (800)237-4013. JfJ ' Of r� ` STRUCTU 9 No'3W44 O L ifs VIA Page 1 of i BCI®and Versa-Lam®are registered tradernaft of Boise Cascade Corp. f rIAY '15 '00 12:29PM FURMAN LUMBER P.8 BOISE CASCADE- BC CALCTm 2000 DESIGN REPORT -US Mot day,May 15,2000 11:48 File Single - 11 718 ' BCI 46s Name: 7olsg8).bco Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PR UCT Address - 70 SEAPUIT RIVER ROAD Specifier Designer EK City.State,Zip- OYSTER HARBORS,MA ' Company: - Boise Cascade Code Reports - ICSO 6208,BOCA98-19,86CCI 9844 Mlac: Member Diagram JOIST(6) C — a • Stand'a-`r d-Lroa°fdr-sr4.0 _ -".. r ' _ .. .s: 487 Ibs LL t171bs DL 117 rbs DL Total Horizontal Length-17-06-00 General Data Load Summary Version: U9 imperial 8 Datsorlpftndaftion Load Unf.A eyapLoad Lett 00-co-m f. Start i-oo'DD a0 PSF 1d Live 0 PSF 6"g 00 B Standard Member Type: - ,foist Number of spans - t lControla Summary Left Cantilever - No control Type Value %Allowable Duration Loadcase Sps m Location Right Cantilever - No Moment 2552 ft-lbs 68.1% 0 100% 2 1 -I 1Wnel End Reaction 683 bs 61.e% t00% 2 1-I eft S(ope 0112 Total Deffecdort U490(0.428") 48-9% 2 OC Spacing 16" Live Deflection U812(0.343") 58.7% 2 1 Repetitive Yea Max.Deff. 0.428"(LImIL 1) 42.8% 2 1 Constr`Udion Type Glued Spart/Depth 17.7 1 Uve Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(11.1240)Total bad deflection criteria. Duration 100 Design meets Code minimum(U380)Live load deflection criteria- Design meets arbitrary(1°)Maximum load defleetlon criteria: Disclosure Minimum End bearing length is I-W'. The completeness and accuracy of the Input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above Is based upon building code-aoeepted design properties and enalyais methods. Installation of Doise Cascade engineered wood — products must be in accordance whh the current Installation Guide and the applicable building codes- To obtain an Installation Guide or If you have any questtons,please call (800)232.0788 before beginning Iroduct Installation.For glulam nquiries,please call (800)237-4013. 0 4J tAV. % sTPAJO PAL No.3t MA 0 4- poll ilk.. Page 1 of 1 8C*and Versa-Lamb afa mgietered trademarks of Boise Cascade Corp. MAY 15 '00 12:29PM FURMAN LUMBER P-9 BOISE CASCADE -BC CALCTM 2000 DESIGN REPORT,- US..: :: Ma day,'May 1S.200011:47 File Single - 11 718" BCI 60s Name: Untitled Job Name. - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRO UCT Address - 70 SEAPUIT RIVER ROAD Specifier Designer - EK City,State.Zip - OYSTER HARBORS.MA Company: - Boise Cascade Code Reports - lCBO 6208,ROCA 98.18.SBCCI 68" Misr: Rrlember Dlagrarin JOIST(7) r Stan -40 PSF I 10 S Kim OC n 2° i:w^ 624 lbs LL 166 Ibs LL }58 Ibs DL 66 Ihs DL Total Horizontal Length- 19.06-00 �. Genbral Data Load Summary Version: US Imperial 10 Description Load Type Ref. Start End Live ead OCS Dur. S Standard UnfAres Load left 00-00-00 10.06-00 40 PSF 10 PSF 18.2" 100 Member Type: - Joist Number of Spans - 1 Controls Summafv Left Cantilsver - No Control Type Value %Allowable Duration Loadcase Spa i Location Right Cantilever - No Moment 3802 ft4bs 65.3% @ 100% 2 1 -11 Itarnal End Reaction 780 Ibs 69.0% @ 100% 2 = stop* 0/12 Total Deflection L1372 MOV') 64.4% 2 1 OC speoing 19.2" Live Deflection L/466(0.502") 77.2% 2 1 Repetitive Yes Max.Defi. 0.627"(Limit:V) 62,7% 2 1 Construction Type Glued SpantDepth 19.7 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design motto Code minimum(L240)Total load deflection csfteria. Duration 100 Design meets Code minimum(1-1360)Live bad deflection criteria. Design meats arbitrary(1").Maximum load deflection criteria. Disclosure Minimum End bearing length le 1-3/4". The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application_ The output above is based upon building code-ao6epted design properties and arialysis methods. Installation of Boise Cascade engineered wood _ products must be In accordance with the current Installation Guide arid the applicable building codes. To obtain an Installation Guide or 0 you have any questions.please cell (800)232-0786 before beginning product installation,For glulam inquiries,places call (800)237-4013. 0 ; Jr s S UCT RAL 9 No.30)444 O s .. Ffrs�08�It[b��� Page 1 of 1 6CIG and Versa.LamO are registered trademarks of Boise Cascade Corp. — MAY 15 '0 0 12:29PM FURMPH LUMBER P•10 BOISE CASCADE-BC CALCTm. 2000 DESIGN REPORT-US Mcm iday,May 15,200011;48 SIngle - 11 7/9" EICI 90XL NIa`t►e Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PR UCT Address - 70 SEAPUIT RIVER ROAD Specifier. Deslgnet - EK City,State,Zip- OYSTER HARBORS,MA Company: - BOND Cascade Cade Reports - ICSO 4686,NER 446 Mice: - Member Diagram JOIST(9) e and Load-40 P8 PSF OC 6 alng 18' Y .673 Ibs LL 47310e LL tA3 tes OL U31ba OL Total Horttontal length-21.06.00 General Data Load Summary Version: US Imperial ID Dest:rlptlon Load Type Ref. Start End Live ead OC® our. S Standard UnfArea Load Left 00-00.00 21-0"0 40 P8F 0 PSF 18" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Loft Cantilever - No Control Type Value. %Allowable Duration Loadoess Spa i Location Right Cantilever - No Moment 3852 ft-lbe 45.0% la 100% 2 1-li iteinal End Reaction 717 The 60.3% @ 100% 2 1-Laft Slope 0r12 Total Deflection 1.I498(0.52") 48.4% 2 OC spacing 16" Live Deflection U820.(0.416') 68.1% 2 1 Repetitive yes Max. Defl. 0.52"(Limit:1") 52.0% 2 1 Construction Type Glued SpaNDepth 21.7 1 Live load 40 PSF Dead Load 10 PSF NOTES- Part Load 0 PSF Design meets Code m1rilmum(U240)Total load deflection criteria. D.uration 100 Design meets Coco minimum(U360)Live food deflection criteria. Design meats arbitrary(1")Maximum load deflection criteria. Disclosure Minimum End bearing length is 1,/4-. The completeness and accuracy of the Input must be vorifled by anyone va+o would rely on the output as evidence of aujtabllipf for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood _ products must be In accordance v*h the current Installation Guide and We applicable building codes. To obtain an Installation Guide or If yeu have any questions,please call (eco)232-0788 before beginning product Installation.For gtulam Inqukies,please call (800)237-4013. rX or �sf - ` N Tau L No. O t<0\+fit Page 1 of 1 600 and versa-Lars®are registered trademarks of Boise Cascade Corp. — MAY 15 '00 12:29PM FURMAN LUMBER P.11 WoodWorks® Sizer for ANTHONY POWER PRODUCTS 8@AM(1),Wbe WoedWarks*Sker eta 15,2,000 11.50:33 I ANY BOISE CASCADC 170 86APUIT AIVER RCAD ' MR I OY8TER NA(IbOAS SREBLTY WOOD eSODUCT I M I BEAM (1) D191tai CHECK - ND8- b=oan PCdIGv LAIA: =s...-------- material: APP Balanced lateral eupporti Top- Pull Bottom% 08upDorts total 1Rngtht -e6.00 Iftl ' Load Co biiations: ASCE 7-98 LOADS: (foracelbs, preaaure-peC, udlmplf, location-ft) »Self-weight automaeioally included<< Load I Type I D:stribut:on I tiaonitude I Location I Pattern I I I 6tost End I Start End I Load -----I--------I--------------I----------------I----------------I-------- 1 Dead Full Area 10 (14.00)• No 2 Live Full Area 30 (14.00)• Ter -Tt.butlxy Width tit) sae....�_�__--.--===sv......_�--�--.-r==-3nm.r.�----•c MAXIM REACTIONS and 6&J ua LENGTHS (force=100, length-in) I 17.60 10.50 ft �� ... ---------- ------------------------- Uplift 1 640 . Drad 1 1193 3103 417 Live 1 3101 1742 1998 Total 1 4294 10245 2416 B,Length 1 1.0 2.1 1.0 ►.-�__--____--- - ------- --- kd•{Al1aAA9d(!RR$$6$$$i!t`.6k$tlL`3AEMdIkl4lAbAAA4A$$$RNfH6i((e((9f$A1AI►AMBb$QRIIABYttA# CQ31GN 85CTICN: S-Pine, ,78G-92, 7x11.875 021.542 plf Thia oeaticn PASSES the dopign code check. B4aC{t#Y#(;flBtl$Y!lNA1fH$f:$t(f1414AYY11A�1�kYYArbfNNf{I$itA$t}$$'i./AAra<efttllltlQMA11i!(F!►Ar,f, SEC71VN ve. DES:09 CODE latres9-pE1, defl¢c:ion.ih) Criterion I Analysis value I Design value I Analysis/Design I -------- -----I---------------1----------------(----------------- f9/Er Shear f, Qd - ?9 IN' - 137 I r - 0 42 Bending(+) fb a 1130 Rb' - 2600 fb/bb' - 0.40 Bending(-) fb . 1234 Fb' - 2EOD 0.44 Live Defl'n 0,21 - L/777 0.56 L/360 0.4d Total Defl'n C,36 - L/582 1.17 = L/180 0.31 FACTORS: P CD cm Ct Ct C8 Cv ^Cfu Cr LC$ o.._.__.-•--- fb'+= 280C 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 2800 1.00 1.0c 1.00 1.000 1.00 1.000 1.00 1.DD 2 iv' - 290 1.00 1.Co 1.00 (CU = 0,816) 2 6cp'- 740 1.00 1.00 - C' - 2.1 million 1.00 1.00 3 ADOVIONAL DATA -'eawa.s.ma Bending(!li LCV 3 a D+L (pattern: L ), t' - 15499 lb!;-ft Bending(-)* LCU 2 e D+I M - 16919 lbs-ft @hear a LC4 2 . D+L, V - 6055, Vpd - 5490 lba Dsilecticn: LCU 3 - D•L (patterns L ) BI-2051.30e06 lb-in2 Total Dnfleotion - 1.00(Defln dead)-+ Defln_Live. (C-dood L-live E-anow Wwind I■lmpact c_conftructlon) (A11 LC'o are liated in the An4lyole output) (Loco Vbttorni a-E/2, x,L+6 c= L+C, "o pattern load in this span) DESIGN NOTES: 1^ PleacS verify that the default daflscticn Units are appropsiata for your application. 2. GLUE:-.3: The loading ccefficlent ti uset in the calculation of Cv if. aesumed to t= unity fe- all cages. Th'-e iz conservative _Yccpt where point 1pade cccur at 1/3 poin_a of a :pan (9D8 Table 5.3.2). 3. 6r;c-'es with equal tending capacity in the top 9nd bottem edges of the bean n:e®a-zectlen cry roco:wonded for continuous beams. 4. GLULI4n bxd -actual breadth x actual depth. * O� 5, Glalcn BFam:. hall be laterally cu-:•crted according tc the proviElone i b of t;DS clauza Y;3.3. / J. 6, Gt,VLXK, boorinp .length based on penal l.a r, cf pcp(ae3p'n). i L No. O 'A, Ole r,1L ��Jf/��A1 Esitk MAY 15 100 12:30PN FURMAN LUMBER P-12 BOISE CASCADE -BC CALCTN.2000 DESIGN REPORT- US Mor day,May 15,2000 12:01 0921amb File Double - 1 3/4" X 11 7/8" V-L SP 2900 Name: Untitled Job Name - PHEENEY RESIDENCE Customer 811EPLEY WOOD PRO IUOT Address - 70 SEAPUIT RIVER ROAD Speolflar Designer - EK City,State,Vp- OYSTER HARBORS,MA Company: Boise Cascade Codo}kaporfs - ICBO 5612,BOCA 08-62.SBCC1 9852 Mlac: - Rllember Diagram BEAM (2) tandard load- Tribute 64.46-00 AL 2191 Ibs LL 3191 lb0 LL 1533 The DL 1633 The DL _ Total Horizontal Len -11.06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Stott End Lire d Trlb. Dur. S -Standard UnfArea Load Let 0040-00 11-06-00 30 PSF 0PSF 04-00-00 100 Member Type: - Floor Beam 1 ROOF LOAD UnfArea Load Left 00-00-00 11-06-00 30 PSF 6 PSF 14.0040 11 B Number of Spans - 1 Lpft Cantilever - No Controls Summary Right Cantilever - No Control Type Vsluo 9S Allowable ouratton Loadcase Spar Location Moment 13584 ft-lbs 59.3% a 11696 3 1 -In emal slope 0/12 Ind Shear 3912 lbs 42.3% @ 116% 3 1 -L ft Tributary 04-06-00 Total Deflection U416(0.331') 67.6% 3 1 Repetitive No Live Deflection US17(0,224") 58.3% 3 1 Construction Type n/a Max.Defl. 0.331"(Limit_11 33.1% 3 1 $pan/Depth 11.6 1 Live Load 30 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duradon 100 Design meets Coda minlmum(U240)Total load deflection criteria, Design meats Code minimum(1-/360)Live load deflection criteria, Disclosure Doelgn m"ts arbitrary(V)Maximum load deflection criteria. The cnmplateness and accuracy of Minimum End bearing length is the input input must be verified by anyone who mould rely on the output as - evidence of suitability for a particular application- The output' above is based upon building code-ecaepted design properties and analysis methods. Installation of Boise Zescade engineered wood products must be In accordance with the current Installation Guide and the applicable building coda*. To obtain an Installation Guide or P you have any questions,please call (8(30)232-0788 before beginning product Installation.For glulam in q Idea,plaaso call (800)23)ri013. 0 del r, S'TRUCTUAAL N / No.36044 0 c � Page 1 01''1 BCIe and Verea-Lan14l)are registered trodemeft of Boise Cascade Corp. _. MAY 15 100 12:30PM FURMAN LUMBER P.13 BOISE CASCADE -BC CALC"'t 2000 DESIGN REPORT -US Mor day.May 19,2000 12:03 File Double - 1 3/4" x 11 7/8" V-L SP 2900 Name: Beam(3).bcc Job Name PHEENEY RESIDENCE Customer 8HEPLEY WOOD PRODUCT Address 70 8EAPUIT RIVER ROAD Specifier Deeigner - EK city.State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Coda Reports - ICBO 6612,BOCA 9"2.SBCCI 9862 Misc: - amber Diagratst BEAM(3) mom I t �S1arlda aad-aoFrgFl15.F8F Tribularyl 2180 ttl0 LL 2160lbs LL 1e30 IbB OL 16I30Ibe OL Total Horizontal Length-12-00-00 General---Data load Summary Version,• US Imperial ID Description Load Type . Ref. Start End Live Dead Ttib. Our_ S Standard Unf.Am Load Left 0040-00 12-00-00 30 PSF 15 P3F 12-00-00 100 Member Type: - Floor Beam 1 WALL LOAD Unf.Lin,Load Left 00-00-00 12-0040 0 PLF 10 PLF nla 100 Number of Spans - 1 Left Cantilever - No Controls SummafY Right Cantilever - No Control Type Value �6 Allowable Duration Loadcase Bpe Loeallon Moment 11370 ft.lbs 57.1% 0 100% 2 1 -I rnal Slope 0/12 End Shear 3165 Ibs 39.4% (M 100% 2 1 -L ift Tributary 12-00-00 Total Deflection U47T(0,3021 50.3% 2 1 Repetitive n/a Live Deflection U637(0.172") 43.0% 2 1 Construction Type n/a Max.Defl. 0.'.102"(Limit:v) 30.2% 2 1 SpanlDepth 12.1 1 Live Load 30 PSF Dead Load IS PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total Wad deflection criteria. Design meets Code minlmVm(L1360)Live load deflection criteria. 018closure Design meats arbitrary(1')Maximum load deflection criteria. The con1pleteness and accuracy of Minimum End bearing length is 1-1/2". the Input must be verified by anyone who would rely on the output ao evidehca of suitability for a particular•application. Th®output above is based upon bl ilding code,acoepted design properties and analysis methods. Installation of Boise Cascade engineered wood — products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an installation Guide or tf you have any questions,please call (e00)232-0788 before be Inning product installation.For glulam inquiries,please call (800)237.4013. ►a / Cd &C y / STRUCTURAL -- 16 No.3611. 0 000O'6TC- fjs/OMGI EM6\ Pace t of.1 BC*and Versa-Lem®are reglstared trademerks of Boise Cascade Corp. i MAY 15 '00 12:3OPM FURMAN LUMBER P.14 BOISE CASCADE-SC CALC'm 2000 DESIGN REPORT - US Mon ay,May 18,200012:06 Double - 1 3/4" x 11 7/8" V-L SP 2900 Name: Baam(4).bcc Job Name - PHEENEI'RESIDENCE Customer - SHEPLEY WOOD PRO UCT Address - 70 SEAPUIT RIVER ROAD Bpeeftr - Designer EK City,State,Zip- OYSTER HARBORS.MA Company: Boise Cascade Code Reports - ICBO 6512,BOCA 98-52,SBCCI 9652 . Misc: Member Diagram SEAM(4) l � SF 10 PSF tit- "o 24a4109 LL 3W ba LL 14641bs DL 1489IbB DL Total Horizontal Length-07-06-00 Gendral Data Load Summary Version: Us Imperial ID Omwription Load Type Ref. Start End Live d Ttib. Dur, S Standard Unf.Ares Load Left 0040-W 07-0M00 30 PSF tFPSF 09-06-00 100 Member Type: - Floor Beam 1 ROOF LOAD Unf.Area Load Left 00-00-00 07-W-00 30 PSF SF 14-00-00 115 Number of Spans - 1 2 WALL LOAD Unf.Lin.Load Left 00-00-00 07-M-00 0 PLF LF rva 100 Left Cantilever - No Right Cantilever No Controls Summary Control Type - Value gib Allowable Duration Loadease Span Location Slope 0/12 Moment 7746 ft-Ibs 33.8% @ 115% 3 1 -try mal Tributary 09-06-00 End Shear 3041 Ibs 32.9% oils% 3 1 Lift - RepeNtive n/a Total Deflection L/1120(0.08'1 21.4% 3 1 Construction Type rde Live Deflection U1751 (0.051') 20.6% 3 1 Max-Deft. 0.08-(Limit:1") 8.0% 3 1 Live Load 30 PSF Span/Depth 7.6 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design maefs Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(L/380)Uve load deflection criteria. The completene&4 and aoourecy of Design meets arbitrary(11")MaAmum load deflection criteria. the Input must be varltled by anyone Minimum End bearing length Is 1-12". who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods..Installation of Boise Cascade engineered wood products must be in sccordanoo with the ourr®nt Inotailetlon Guide and the applicable bulding codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning P oduCt Installatian.For gluiam Inquiries,please tail (800)23 7-4013. �� aA ' H L STRU , URAL / No.3W" Rio aTtp�o�' �rfrarrtt ON Page 1 of 1 SCIO and Verse•Lam®era registered trademarks of Boise Cascade Corp. i MAY 15 '00 12:31PM FURPIAN LUMBER P.15 BOISE CASCADE -BC CALCTm 2000 DESIGN REPORT- US Mon lay,May 1s,200012W Double - 1 3/4" x 11 7/8" V-L SP 2900 N me: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PROE UCT Address - 76 eEAPUIT RIVER ROAD Specifier - Designer - EK City.State,zip- OYSTER MARBORS MA Company. - Boise Cascade Code Reports - ICBO 5612,BOCA 8i-52,SBCC(9852 M16c: - Mernber Diagram BEAM(S) Standard Load-40 PSF I 10 PSF Tribute 02 -00 261 Ibe LL 1097lbs LL d30 Ibe LL 32 lb&DL 300 toe DL 1d0 Ibe OL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID DeacKprtion Load Type Reef. start End Live Coad Trib. Dur. S Standard UnfAMe Load Loft 0040.00 16.00-00 40 PSF 1)PSF 02-OS-00 100 Member Type: • Floor Beam Number of Spans - 2 Controls Surnmary Left Cantilever - No Control Type Value %Allowable Duration Loadoase Sparc sUon Right Cantilever - No Moment 1414 ft-lbs 7.1% 100% 3 1-R ht End Shear 460 fba 8.79'a 100% 5 2-R4 ht Slope 0112 Cont Shear 7171be 8,894a 11000/4 2 2-Let 'Tributary 02-06-00 Total Deflection IJ5516(0.023") 4.4% 5 2 Repetitive n/a Live Deflection Lr1360(0.01T) 4.9% 5 2 Construction Type n/a Total Neg.DeFl. -0.004" 0.7% 5 1 Max.Dell. 0.023"(Limit: 1") 2..3% 8 2 Live Load 40 PSF Span/Depth 10.6 2 Dead Load 10 PSF Part Load D PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live bad deflection criteria. The Completeness and accuracy of Design meets arbitrary(1')MaAmum load deflection criteria. The input must be verified by anyone Minimum End bearing length Is 1.1/2". who would rely on the omtpvt as Minimum Intwmedlats bearing hngth Is 3". evidence of sultability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. 'Installation of Boise Cascade enginsered wood _ products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Instaltation.Guide or 9 you have any questions,please cell (800)232-0788 before beginning product Inirtallatlon. For glulam InquIdes,please call (80D)237-4013. J -. TRUCTU L H No.380t4 C" r i car B T Cam(► tQ l �fJfiosAt tr"� Page 1 of 1 BCI®and Versa-Lam®are registered ttedemarks of Solse Cascedo Corp. _ MAY 15 '00 12:31PM FURMAN LUMBER P.16 BOISE CASCADE -DC CALC rm 2000 DESIGN REPORT.-'US Mon ay,May 16,2000 12:09 Double - 1 3/4"X 11 T/6" V-L SP 2900 erne: Untitled Was\ Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRO CT Address - 70 SEAPUIT RIVER ROAD 8peufwr Designer - EK City,State,Zip - OYSTER HARBORS,MA Company; - Boise Cascade Code Reports - ICSO 5512,BOCA 9852.68CCI 9852 Uiso: Member Olegrarn BEAU(6) — -- ---T Standard ad- 1 AIL Ak6 AL 2504 lb•LL 411161 Ibs LL dN1 Ibs LL t2271 Ib•ll. e23 lb•OL 2126 lb•DL 1807lb•DL oo lb•I Total Horizontal Length-17-06-00 General Data Load Summary version: U8 Imperial ID Description Load Type Ref. Start End LFre ad Ttib. Out. Member Type: Floor Beam 811wndard UnfAma Load Left 00-00-00 1748.00 90 P3F 3 P8F 10-00-00 100 - Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value °i6 Allowable Duration Loadcase Span cation Right Cantilever - No Moment 5204ft4bs 26.1% 0100% 6 2- End Shear 2193 Ibs 27.3% ®100% 4 1 -Let Slope 0112 Cont.Shear 3540 Iba 44.0% 0100% 6 1 -R' ht Tributary 10-00-00 Total Deflection L/2334(0.0331) 10.3% 4 1 Repetitive n/a Live Deflection U2970(0.02015 12.1% 4 1 Construction Type We Total Neg.Defl, -0,012" 2,4% 4 2 Max.Defl_ 0.033"(Limit 1') 3.3% 4 1 _ Live Load 90 PSF Span/Depth 6.6 1 Dead Load 30 PSF Pert Load 0 PSF Duration +00 NOTES: Design meets Code minimum(L)240)Total load deflection criteria. oleelosure Design meets Code minimum(U360)Live load deflection criteria_ The completeness and aimuraey of Design meets arbitrary(1'1 Maximum load deflection criteria. the Input must be verifled by■nyone Minimum End bearing length is 1-1/2". who would rely on the output as Minimum Intermediate bearing length is 3". evidence of suitability for a particular application. The output above Is based upon building code-accepted desI�n properties Ind anslyele methods. Installatlon of Boise Cascade englneemd wood produeb must be in accordance with the current Installation Guide and the eppUcable building codes. To obtain an Installatop Guide or If you have any questions,please call (40)232-07e8 before beginning product Installation.For glulam inquiries pumas oell (e00)0.4013. w . tSR�a °yam f� SCHEEuu BTRUCTUf1AL No.36044 O ,' �V�6Tfrp�`1t• i fljrO&AL E��`+ f Page 1 of 1 BCIO and Versa-Lam®are registered trademe tcs of Boise Cascade Corp. r MAY 15 '00 12:31PM FURMAN LUMBFER P.17 BOISE CASCADE -SC CALC"" 2000 DESIGN REPORT- US Mon Illy,May 15,20M 12,13 Quadruple - a 3/4" x 11 7/8" V-L SP 2900 Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRO UCT Address . 70 SEAPU1T RIVER ROAD Specifier - Designer - EK City,State,tip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - IC80 5512, BOCA 98-62.SBCCI 9852 Misc: Member Diagram BEAM(7) Standam Load-40 PSF 110 PSF Tribute 14-00-00 4120 Ibs LL 103SG IbB LL 61851bP LL 1006E Ibb LL 372E bL LL 1184 lbs DL 29361ba DL 1631 led 0L l t to ih DL 1BB ba OL I 10-0800 I arioe.00 oti o9�0 Total Horizontal Length-45*40-00 General Data Load Summary Version: US Imperial ID Description LoW.Type Ref. Start End Live I ead Tfib. Our. S Standard Unf,Area Load Left 00-00-00 45-00-CO 40 PSF 10PSF 14-00-00 100 Member Type: - Floor Beam 1 SECOND FLOOR LOA Unf.Area Load Left 28-00-00 45-00-00 30 PSF 10PSF 14-00.00 100 Number of Spans - 4 Left Cantilever - No Controls Summary . Right Cantilever - No Control Type Value %Allowable Duration Loadease Span Location Moment 20981 ft-lbs 82.7% ® 100%. 6 2-Le I Slope 0/12 End Shear 45741bs 28.6% 0 100% 4 1 - t Tributary 14-00-00 Cont.Shear 6813 lbs 42.4% 100% e 1 -Ri pht Repetitive n/a Total Deflection U439(0.478") $4.6% 4 1 Construction Type n/a Live Deflection U556(0.378") 64.9% 4 1 Total Neg.Defl- -0.091" 13.1% 4 2 Live Load 40 PSF Max.Dell. 0.478"(Limit:1') 47.8% 4 1 Dead Load 10 PSF Span/Deptfi 17-7 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minlmum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(1-1360)Live load deflection crlterla. the Input must be varified by anyone Design meets nfbitrery(11 Maximum load deflection criteria, who would rely on the output as Minimum End bearing length is 1-1/2". evidence of suitabtGty for a Minimum Intermediate bearing length ie:3". particular application. The output above is based upon building cod"c epted desigan properties and snetyals methoEe. )netatlation of Bola•Cascade engineered wood products must be In accordance with the current Installation Guide and the applicable building codes. To ob ain an Installation Guide or if you have any questions,piease®II (800)232-0788 before beginning product Installation.For glulam Inqqulties,please call (800)237-4013. 0f -j. j I3 L * M 38C4d_�- i• t0%. Page 1 of 1 SCIS and Versa-Lam®are registered trademarks of Boise Cascade Corp.. ER MAY is •'eBo1sE CASC gC CALC7m 2000 DESIGN REPORT. US P-18 Double - 17r1s ondey,May 16,s000 12:1: 1 3/4 x 11 7/9�• V-L SP 2900 Job Name - PHEENEY RESIDENCE Name: Beam{B).ba Address - 70 SEAPUIT RIVER ROAD Customer - SHEPLEY WOOD p DUCT Specifier - Clty,State,21p - OYSTER HARBORS,MA Designer • EK Code Reports IC60 5512,BOCA 98-02,BBCCI 8882 M Company. Baas Cascade Member Diagram BEAM(a) Standard Load-d0 PSF n uta 1-00_0 2240 IDS LL 6828 flea LL e69 I�DL 2$16 Ibs OL 6026 Ibs LL 2516 Ibs OL SOS The LL� .06-00 69 Ibs QL 08 ------------._ Total Hotftontal Length-1 9-00-00 General Data Load Summary Version. US Imperlal ID Description 6 Standard Load Type Ref. start End Live Dead Trlb. Dur, Member Type - Floor Seem 1 ROOF LOAD Unf.Area Load Left 0"0-D0 19.00-00 40 PSF 10 PSF 11-00-00 100 Number o4 Spans . 3 2 WALL LOAD UntArea Load Left 00-00.00 19.00.00 30 PSF 15 PSF 11-00-00 115 Left CenHigVer - No Unf-Lin, Load Left 011-0"0 19-00-00 0 PLF 80 PLF nra 100 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcasc Spa I Location Moment 5038 ft-Ibs 22.0%Tributary 11-00-00 End Shear 20a4lbs 6 115% g a_ aft Repetitive n!a Cont.Shear 3344 Ibs 36.2% ®115% 4 1 _ f Construction Type n/a Total Dsfbcdon LJ2427(0,032") 9.9% ® 115 7 3 Live Deflection U3287(0.024'j 11.0% 4 3 Live Load 40 PSF Total Neg.Defl. -0.014' 4 3 Dead Load 10 PSF Max.Defl. 0.03211 ( 3 Umft:1") 3.2% 4 a Part Load 0 PSF Span/Depth 6.9 4 3 Duration 100 1 DISClosure , Ttie eompletenesa and accuracyNOTLl3. d deflection criteria, the input must be verified by anyone Oseign meets Code minimum Design Mats Code minimum(►WOj Total bd deflection cr1t r s. who would rayon the output evidence of eultibllf(y fora Deolgn meets arbitrary(1'q Maximum load deflection criteria. Minimum End bearing length is 1-112,,. above 14 a based upon. The output Minimum Intermediate bearing length Is 3". above Is booed upon building g gth cods-accepted design properties and dnelyele methods. Installation Of Boise Cascade enginssrid 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•anyquestions,please.call (800)232-0788 before beginning product Installation. For g ulam Inquiries,please call (800)237-4013. ♦! f4cy J. a- / EEL -- 3 TUAA4- - � o.3BQit`O Page 1 of 1 BCI®and Vermms•Lam®are registered trademarks of SOiSe Cascade Corp �ESIQ c 1JC rC 70 5 s a P u`-C vo C DankfE-.Borman PT- O 5'C�-e- c 189 Nu6or wuii _ . S ummaqua MA 02637-0361 I ca coo OtA o DANIEL E. a BRA AN �. -STRUCTUR i►�*pf �S7E +�t�� ►►f�slpNAl E'�6� �� MAY 15 '00 12 27PM FURMAN LUMBER . P.2 BOISE CASCADE -BC CAL,CTM+ 2000 DESIGN REPORT- US Monday,May 15,200011:26 Single , 11 7/6" BCI 60S File Name: Jaist(t)bcc Job Name. . PHBENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 5208,BOCA 88-18,SBCCI 9844 Misc: Member Diagram JOIST(1) r FStandard Load-30 PSF 10 PSF OC S acin 16" ; ��.1-`. 1,�T'•Y�k .�i..t;{F-1.,...i{w. 1•l�� -.m..F•1'ia: �i: 'yjl:�'� «��...^ '1 '{K''b. l "'fi�-,o::.P.:--'r3. - ` - _ .,'t' =rnn.: ...,,_ .zx ni: ",h-s,...-..:;�;�,w_::.'y'.,h..i`,yr-Fn.r;..,::3Cr-..-%.�•". ._V_s�"fir?C�. 'ter - 380 Ibs LL 127 Ibs DL 360 Ibs LL 1271bs DL � I I_•,,.,.__- _ _ __, Total Horizontal Length-19-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start 'End Live Dead OCS Dur. Member Type: - Joist S Standard Unf.Area Load Left 00-00-00 1MO-00 30 PSF 10 PSF 16" 100 Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase $pan Location Right Cantilever - No Moment 2407 ft-Ibs 41.3°r6 @ 100% 2 1 -Internal End Reaction 507 Ibs 44.8% @ 100% 2 1 -Left Slope 0/12 Total Deflection U601 (0.379") 39.9% 2 1 OC Spacing 1611 Live Deflection L/802(0.264") 44.9% . 2 1 Repetitive Yes Max.Den. D.378"(Limit:1") 37.9% 2 1 Construction Type Glued Span/Depth 19.2 1 Live Load 30 PSF - Dead Load 10 PSF NOTES: Part Load 0 PSF• Design meets Code minimum(L/240)Total load deflection criteria. Duration 100 Design meets Cade minimum(L1360)Live load deflection criteria. Design meets arbitrary(11 Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-3/411. The completeness and accuracy of Jl the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance - ,0ith 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. For glulam inquiries,please call (800)237-4013. TAU AAL N No.360M � �O4®���rffiYti��0e > i E'rr/O#AL Page 1 of 1 BCl®and Versa-Lamm are registered trademarks of Boise Cascade Corp. _ MAY 15 '00 12:27PM FURMAN LUMBER P.3 • BOISE CASCADE -BC CALCTm 2000 DESIGN REPORT -US Monday;May 16,200011:33 le Single - 11 7/811 BCI 606 Name: Jost(2>.bcc Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier Designer - EK City,State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 5208,BOCA 98.18,SBCCI 8844 Mist: - Member Diagram JOIST(2) I Standard Load-30 PSFI 10 PSF OC Spacing 16" �.:.r .._..:•`•:e Fti , ''' ...�. .,ti..•� . � , 7r 360 _ Iba LL ,va" 120 Ibs DL 360 I158 LL I 120 Iba DL �•_. _ Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Due. S Standard UnfArea Load Left 00-00-DO 18-00.00 30 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1, Controls Summary Left Cantilever - No . Control Type value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2160 ft-lbs 37.1% ®100% 2 1 -Internal End Reaction 480 lbs 42.5% @ 100% 2 1-Left Slope 0/12 Total Deflection U700(0.308") 34.3% 2 OC Spacing 16" Live Deflection U833(0.231") 36.5% 2 1 Repetitive Yes Max. Defl. 0.308"(Limit:1") 30.8% 2 1 Construction Type Glued Span/Depth 18.2 1 Live Load 30 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(L/240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/380)Live load deflection criteria, Design meets arbitrary IV)Maximum load deflection criteria, Disclosure Minimum End bearing length is 13/411, The corripleteness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is-based upon building code-accepted design properties and analysis methods. Installation of Boise'Cascade 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.Fof glulam inquiries,please call (800)237.4013. rJ Y" - No.3 4 °v Or S TQ► Page 1 of 1 BCIV and Versa-Lam®are registered trademarks of Boise Cascade Corp, — MAY 15 '00 12:27PM FURMAN LUMBER P.4 BOISE CASCADE - BC CALC rm 2000 DESIGN.REPORT- US Monday,May 15.200011:37 Single - 14" BCI 90XL File Name: Joist(3),bcc Job Name - PHEENEY RESIDENCE Customer. - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICSO 4665,NER 446 Misc. - Member Diagram JOIST(3) �_ L— Standard Load-30 PSFI 10 PSF CC Spacing 12" '" :: 'r� ,1...N.! :.•`L•�1.7 JII:.:: ?! .,.eh'- l••! •',.ai�:: ;y�ltr: � .:u, z-[ -"5s' ', .3.,i;c i^i,^•,��mF,_r,i J;"��,•�iz�'s =ur'rw.=:�'v.. .� -v' 3901bS LL 130 Ibs DL 390 Ib6 LL 130lbs DL Total Horizontal Length-26-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. MemberType: - Joist S Standard Unf.Area Load Left 00-00-00 26-00-00 30 PSF 10 PSF 12" 100 I Number of Spans - 1 . Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3380 ft-Ibs 32.2% @ 100% 2 1 -Internal End Reaction 520 Ibs 35.9% ®100% 2 1 -Left Slope 0/12 Total Deflection U679(0.46911) 35.3% 2 1 OC Spacing 12" Live Deflection U905(0.34411) 39.7% 2 1 Repetitive Yes Max.Defl. 0.469"(Limit:111 45.9% 2 1 Construction Type Glued SpanlDepth 22.3 1 Live Load 30 PSF Dead Load 10 PSF NOTES: +- Part Load 0 PSF Design meets Code minimum(L/240)Total load deflection criteria. Duration 100 Design meats Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-3/4". The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-aomptcd design properties and analysis methods. Installation of Boise Cascade engineerbd 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. For glulam inquiries,please call (800)237-4013. J. 4 A EEL s u " STR TURAL - No.36044 ® to Page 1 of 1 BCI®and Versa-LamO are registered trademarks of Boise Cascade Corp. _ MAY 15 '00. 12:28PM FURMAN LUMBER P.5 • BOISE-CASCADE -BC CALCTM 2006 DESIGN REPORT-US Mondey;:May 1s,200011:38 Single - 1'411 BCl 90,XL Nlame: JOIST(3A),BCC Job Name . PHEENEY RESIDENCE Customer. - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 466S,NER 446 Misc: - Member Diagram JOIST(3A) L y Standard Load-30 PSF 110 PSF OC S acln 18" I 1;Alt�' i ,�?P$ '- >„ cm.,,;: — �.a rr. ra :�t..- ,.��q•r•r ....- _L:1°,Tr'br-_ -:Ti.:9: _ 'k=: r k:•_>f ��=�i,'y-E�'Ci' _ =�• -�.1 s"'�S_r.;i•'?n'u �:3��,{p�;�.2,��' "�Si�c _�_. ' � =e:,• r _ 1•:1/4" 480 Ibs LL Sara" 160 Ibs DL 480 Ibs LL 160lbs DL I _ -_- Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial 10 Description Load Type Rat Start End Live Dead OCS Dur, S Standard UnfArea Load Left 00-00.00 24-00.00 30 PSF 10 PSF 16" 100 Member Type: - Joist Number.of Spans - 1 Controls Summary Lek Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3840 ft-Ibs 36.6% @ 100% 2 1 -Internal End Reaction 640 Ibs 44.1% @ 100% 2 1 -Left Slope 0/12 Total Deflection U647(0,4441) 37.0% 2 1 OC Spacing 16" Live Deflection U863(0.333") 41.7% 2 1 Repetitive Yes Max.Deft, 0.444"(Limit: 1") 44.4% 2 1 Construction Type Glued Span/Depth 20.6 1 Live Load 30 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(IJ240)Total load deflection criteria. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(11)Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-3/4". The completeness and-accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application, The output above is-based upon building code-accepted design properties and analysis methods. ,Installation of Boise Cascade 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.For glulam inquiries,please call (800)237,4013, STR�I�i / L A �° - No. s1DNAL E� Page.1 of 1 SCIO and Versa-Lam®are registered trademartcs of Boise Cascade Corp. _ MAY 15 •'00 12:28PM FURMAN LUMBER P.6 • BOISE CASCADE - BC CALCTm 2000 DESIGN REPORT-US Monday,May 15,2000 11:44 File Single - 11 7/8" BCI 60s Name: untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLE f WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 5208,BOCA 96-18,SBCCI 9844 Mist - Member Diagram JOIST(4) _ Standard Load-40 PSF 110 PS f OC Spacing loll a sYq ti� -_;_ n�_ C@"� . T c i: `T3�:iLSr'r..:ot a. a.>r�•. r:.. ` }:. '. r. i� _e. k _ - -ni r':Ci ii ":.`c-ri`. r {Y ., .,a u ssr.RE ..yp, f _ 1-A 4' .,va.. 421!bs LL 1042 Ibs LL 221 IbS LL 103 Ibe OL 281 Ibs DL 10 Ibs DL I Total Horizontal Length-28-00-00 General Data Load Summary Version: US Imperial ID Descrlptlon Load Type Ref. Stan End Live Dead OCS Dur. Member Type: - Joist S Standard Unf.Area Load Left 00-00-00 26-00-00 40 PSF 10 PSI: 10" 100 Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2258 ft-Ibs 38.8% @ 100% 2 1 -Right End Reaction 524 Ibs 46.3% @ 100% 4 1 -Left Slope 0112 Int.Reaction 1303 Ibs 52.4% @ 100% 2 1 -Right OC Spacing loll Cont.Shear 752 Ibs 45.6% @ 100% 2 1 -Right Repetitive Yes Uplift -172 Ibs 4 2-Right Construction Type Glued Total Deflection U603(0.284') 29.9% 4 1 Live Deflection U991(0.23'5 36.3% 4 1 _ Live Load 40 PSF Total Neg.Defl. -0.052" 10.4% 4 2 Dead Load 10 PSF Max.Defl. 0.284"(Limit: 1'l 28.40A' 4 1 Part Load 0 PSF Span/Depth 19.2 1 Duration 100 CAUTIONS: Disclosure Uplift of-172 Ibs found at span 2-Right. The completeness and accuracy of the input must be verged by anyone who would rely on the output as NOTES: evidence of suitability for a Design meets Code minimum(1.1240)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum End bearing length is 1-314". and analysis methods..Installation g 9t Minimum Intermediate bearin {en his 3.112 of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or 9 you have any questions,please call (800)232-0788 before beginning product installation. For glulam inquiries,please call (800)237-4013. S EL `° STRUCTURAL - No.36 44 O � '0,�0���lraTf�.��LE� , Page 1 of 1 BCI®and Versa-Lamm are registered trademarks of Boise Cascade Corp. MAY 15 100 12:28PM FURMAN LUMBER P.7 BOISE CASCADE -BC CALC*N 2000 DESIGN REPORT -US Monday,May 15,200011:45 Single - 1.1 7/8" BCI 45s Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 5208,BOCA 98-18,SBCCI 9844 Misc. - Member Diagram v JOIST(5) I Standard Load-40 PSF 110 PSF OC Spacing 16" di° =ra �ti;r..; �;:� _5�„1 �, °' ':. :;;; •.:fic�'2........_- ,h ; •,--s�.t.StI��I�' ='E; n�:•:'.i3.r'"�rt�{ - F.'_I'.';-:.i:�,�.w'.a?°Cr:.z}y`-:f`'i':��,_�kx '+�c' -.Y; :�P,, '{°i ?r �- �_.°..,;�—..:.• _,f :�... _ l ya^ I-,V4"AhL 493lbs LL 493 Ibs LL 123 Ibs DL 123 Ibs DL Total Horizontal Length-18-06-00 General Data Load Summary Version:' US Imperial ID Description Load Type Raf. Start End Live Dead OCS Dur, S Standard Unf.Area Load Left 00-00-00 18-06-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2852 ft-Ibs 64.9% (d 100% 2 1 -Internal End Reaction 617 Ibs 54.6% @ 100% 2 1 -Left Slope 0/12 Total Deflection U419(0,53") 57.3% . 2 1 OC Spacing loll Live Deflection U523(0,424') 68.7% 2 1 Repetitive Yes Max.Defl, 0.53"(Limit: l') 53.0% 2 1 Construction Type Glued Span/Depth 18.7 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Disclosure Minimum End bearing length is 1.3/411. The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building co&-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. i To obtain an Installation Guide or if you have any questions,please call (800)232-0786 before beginning product installation. For glulam inquiries,please call (800)237-4013. a N 0f �� - ° NEE STRU Fd1L No.36044 0 tr / sFffs�DXAL tia4\�L Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. _ MAY 15• '00 12 29PM FURMAN LUMBER P.8 BOISE CASCADE -BC CALCTm 2000 DESIGN REPORT - US Monday,May 1s,200011:4s Single - 11 71811 BCl 45s Name: Joist(8).bcc Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier . - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - IC80 6208.BOCA 98-18,SBCCI 9844 Misc: - Member Diagram JOIST 6 Standard Load-40 PSF 110 PSF OC Spacing 1e" i,••;-•;r .� , e �!iF1O"•`1;�;di.le p, ,; e•�-:r a, p .,., R.F;!:S c n.r=21 -_I::.;�ao.. ' _ t° �_•_,;,;;... .� :rm i:���x.le: .�!"( a,•ec•�"a'an`.r tJ• �.K-.:xi (' --!�'-.�.W. •;x". '•1'a` _ r�• .e.: .k!S. C:1• ti• .y _ 1•:i/4 l 487 Ibs LL 467 Ibs LL 117 ibe DL 117 IbS OL Total Horizontal Length-17-06-00 General Data Load Summary Version: US Imperial ID Deacription Load Type Ref. Start End Live Dead OCS Our. S Standard Unf.Area Load Left 00-OMO 17-00-00 40 PSF 10 PSF 18" 100 Member Type: - Joist Number of Spans 1. Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2552*Ibs 58.1% @ 100% 2 1 -Internal End Reaction 583 Ibs 51.6% @ 100% 2 1 -Left Slope 0/12 Total Deflection 1.1490(0.428") 48.9% 2 1 OC spacing 16" Live Deflection LJ612(0.343") 58.7% 2 1 Repetitive Yes Max.Defl. 0.428"(Limit:1'j 42.8% 2 1 Construction Type Glued Span/Depth 17.7 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(L/240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/360)Live toad deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-&C. The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-acdepted design properties and analysis methods. Installation of Boise Cascade 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)232-0768 before beginning product installation.For glulam inquiries.please call (800)237.4013. ' - FEEL `"t STRUCTURAL N No.36044 4i 1 /ON L t� Page 1 of 1 SCIO and Versa-Lamy are registered trademarks of Boise Cascade Corp. — MAY 15 '00 12•:29PM FURMAN LUMBER P,9 BOISE CASCADE - BC CALVO 2000 DESIGN REPORT- US Manday,.May 15,200011:47 File Single - 11 7/8" BCI 60s Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 6208,BOCA 98-18,SBCC19644 Misc: - Member Diagram JOIST(7) I Standard Load 740 PSF 10 PSF OC Spacing 19.2" :{— c'•: r---t•': '- - :M c! t•.V4 i:•^�:.r- f't •r•- •v'V''Sq�'•nir F,v-1•'1 v:+ ^tk- E•y:il.:ylF 9: +'. i Jiu 624 Ibs LL �4 lbs LL 1SO Ibs DL 166 ft . b61bS DL _ T Total Horizontal Length- 19-06.00 General Data Lbad Summary Version: US Imperial 10 Description Load Type Ref. Start End Live Dead OCS Dur. Member Type: Joist S Standard Unf.Area Load Left 00-00-00 19-06-00 40 PSF 10 PSF 19.2" 100 - Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3802 ft-Ibs 65.3% @ 100% 2 1 -Internal End Reaction 780 Ibs 69.0% @ 100% 2 1 -Left Slope 0/12 Total Deflection L/372(0.627) 64.4% 2 1 OC Spacing 19.2" Live Deflection L/466(0.502") 77.2% 2 1 Repetitive Yes Max. DOM 0.627"(Limit:1") 62.7% 2 1 Construction Type Glued Span/Depth 19.7 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(1./240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-3/4". The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building cod"c6epted design properties and-analysis methods. Installation of Boise Cascade engineered wood produbts must be In accordbnce - with ttie current Installation Guide and the applicable building'codes. To obtain an Installation Guide or I you have any questions,please call (800)232-0788 before beginning product installation.For glulam inquiries,please call (800)237-4013. STROCTUF?AL No.36044— �1� �C �. '''ss/cbaL�a6�a • Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. _ -MAY 15 '00 12•:29PM FURMAN LUMBER P.10 BOISE CASCADE'- BC CALC rm 2000 DESIGN REPORT- US Monday,May 15,200011:48 File Single - 11 7/8" BCI 90XL Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company. - Boise Cascade Code Reports - ICBO 4665,NER 446 Misa: - Member Diagram JOIST(B) Standard Load-40 PSF 110 PSF 09 S n 16- —I )'2 T"�r�r� t g tiX,_ _•f.Y;�fll tiarl S - --r. ., . , ., , ... .•S _ r3 p.:= ei.Sr;n.1�:_� .%':ter:+. - a. .973 Ibs LL 573 Ibb LL 141 Ihs DL 143 Ibs DL Total Horizontal Length-21-06-00' General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead CCS Dur, S Standard UnfArea Load Left 00-00-00 21-06-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcass Span location Right Cantilever - No Moment 3652 ft-Ibs 45.0% ®100% 2 1 -Internal End Reaction 717 Ibs 50.3% @ 100% 2 1 -Left Slope 0/12 Total Deflection U496(0.52") 48.4% 2 1 OC Spacing 16" Live Deflection U020(0.416`� 58.1% 2 1 Repetitive Yes Max.Defl. 0.62"(Limit:V) 52.0% 2 1 Construction Type Glued SpaniDepth 21.7 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(L/240)Total load deflection criteria. Duration 100 Design meets Code minimum(1.1360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum End bearing length is 1-314". The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods, Installation of Boise Cascade engineered wood _ products must be in accordance With the current Installation Guide and the applicable building codes, To obtain an Installation Guide or If ybu have any questions,please call (800)232-0788 before beginning product installation.For glulam inquiries,please call •(800)237-4013, + (� u►'arse. - o SCHt`L R ,,'A STRUCT,UFtAL. ��� No.36044 Q ��ffStCtlllt'•t�6\a Page 1 of 1 BCI®and versa-lam®are registered trademarks of Boise Cascade Corp, — MAY 15 '00 12:29PM FURMAN LUMBER P.11 �WoodWorks@ Sizer for ANTHONY POWER PRODUCTS --- -- - SEAM(1).wbc WoodworksO S'asr 97o May 15,2000 11:59:33 COMPANY I PROJECT 6028E CASCADE 170 SEAPUIT RIVER ROAD FOR I OYSTER HARBORS SHEPLEY WOOD PRODUCT I NA I BEAM (1) DESIGN CHECK - ND8-19 7 Beata DESIGN DATA: -_--r------____--�,,..�- �Jrrrrr�_...•____v_--__-=i4r__.•-_v__�- -_�-_ material: AFP Balanced lateral Support: Top- Full Bottom-- @Supports total length: 28.00 (ft) Loal Combinations: ASCE 7-95 LOADS: (force-lbs, pressure-pef, udl=plf, location-ft) »Self-Height automatically included<< =-Orr---- -- Load I Type I Distribution I Magnitude I Location I Pattern I I i start End I Start End i Load ___--I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 10 (14.00)* No 2 Live Full Area 30 (14,00)* Yee *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lb:, length-in) 1 17.50 10.50 ft ---------- ---------------------------- Uplift I 540 Dead I 1193 3103 417 Live I 3101 7742 1998 Total 1 4294 10845 2416 B.Length 1 1.0 2.1 1.0 DB3IGN SECTION: S.Pine, 28F-E2, 7xll.875 021.549 plf This section PASSES the design code check. f{#########N#})NtlB#(fM###########f►$#########NN111(4#fl###############1kNN}ffl####### ==y�--------------c ======....rw... ---w-w-- SECTION vs. DESIGN CODE (stress•-pai, deflection=ib) Criterion I Analysis Value I Design value I Anolysia/Design I -- ---------I---------------1--- -_---------I-----------------I Shear fro @d = 99 Fv' - 237 fv/FV' - 0.42 Bending(+) fb - 1130 Fb' - 2600 fb/Bb' - 0.40 Bending(-) fb - 1234 Fb' - 2800 fb/Fb' - 0.44 Live Defl'n 0.27 - L/777 0.58 L/360 0.46 Total Defl'n 0.36 - L/582 1.17 = L/180 0.31 ....--c..====----------------- ---r---- ==�srrrr-rw-- FACTOR3: F Cl) CM Ct CL Cr CV Cf'u Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 1.00^ 1.000 1.00 �1.00� 3 Fb' 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' - 290 1.00 1.00 1.00 (CH = 0.816) 2 F091r 740 1.00 1.00 - �' r 2.1 million 1.00 1.00 3 ADDITIONAL DATA -- ---___-_ "_-'--------- •-=--==ar.-w----..-..-___'-___ - =Bending(+): LC# 3 = D+L (pattern: L ), M^-15499 lb:-ft Bending(-): LC# 2 = D+L, M - 16919 Tbs-ft Shear : LC() 2 = D+L, V - 6055, v@d - 54SO lba Deflection: LC# 3 - D+L (pattern: L ) EIm2051.30e06 lb-in2 Total Deflection r 1.00(Defln dead)-+ De£in Live. (D=dead Lrlive S-anow W-wind I=impact C-construction) (All LC's are listed in the Analyoia output) (Load Pattern: a-S/2, X-L+S or L+C, _-no pattern load in this span) ------------ DESIGN NOTES:1. Pleaeo verify that the default deflection limita are appropriate for your application. f Via:• , 2. GLULAM: The loading coefficient KL uacd in the calculation of Cv 44 is assumed to be unity for all cases. This is conservative except where point losda occur at 1/3 points of s span (ND8 Table 5.3.2). 3. GradPs with equal bending capacity in the top and bottom edges o� SCNEEL r� 'of the beam cross-section are recommended for continuous beams. " S1EiUri7EL H 4. GLULAM! bxd - actual breadth x actual depth. 5. Glulnm Beams .hall be latersily supported according to the provisions No.36044 of NOS C1aurQ 3•r3,3. 6. GLULAM: beoring length based on smallox of Fcp(tensien), Fpp(Comp'n). 4 e T1;� , a / aFfdJ/OAfAL z MAY'15 '00 12:30PM FURMAN LUMBER P.12 BOISE CASCADE BC CALCTm 2000 DESIGN REPORT- US Monday,May 15,200012:01 le bOUble - 1 3/4" X 11 7/8" V-L SP 2900 Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - [COO 5512,BOCA 98-52,SBCCI 9852 Mlac: - Member Diagram BEAM(2) l I 1 Standard Load-30PSFI 10 PSF Tribute 04-08-00 Ahk 3191 Ibs LL 3191 Ma LL 1533 Ibs DL 1533 Ibe OL _ Total Horizontal Length-11-0640 Genera( Data Load Summary Version: US Imperial Id Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-05-00 30 PSF 10 PSF o4.06-00 100 Member Type: - Floor Seem 1 ROOF LOAD Unf.Area Load Left 00-00-00 11-OMO 30 PSF 15 PSF 14-00-00 118 Number of Spans - 1 Lpft Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 13584 ft-lbs 59.3% @ 116% 3 1 -Intemal Slope 0/12 End Shear 3912 Ibs 42.3% @ 115% 3 1 -Left Tributary 04-06-00 Total Deflection U416(0.331'? 57.6% 3 1 Repetitive n/a Live Deflection U617(0.224") 58.3% 3 1 Construction Type n/a Max.Defl. 0.331"(Limit 1') 33.1% 3 1 Span/Depth 11.6 1 Live Load 30 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design moeta Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Ulve load deflection criteria. Disclosure Design meets arbitrary(1'1 Maximum load deflection criteria. The completeness and accuracy of Minimum End bearing length is 1-5/8". the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise.Cescade 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. For glulam inquiries,please call (800)237-4013. �Oflj Mn � N .a " STRuC r UFv1L No.36044�, ' ��ffS1UMAL Z. Page 1 of 1 BCI®and Versa-LamQ are registered trademarics of Boise Cascade Corp. _ MAY 15 '00 12:30PM-FURMAN LUMBER P.13 BOISE CASCADE -BC CALCTm 2000 DESIGN REPORT- US Monday,May 15,200012:03 le Double - 1 314" x 11 7/8" V-L, SP 2900 Name: Beam(3).bcc Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address . 70,SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Report - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc-. - Member Diagram BEAM(3) I I ,standard Load-30 PSF 115 PSF Tributary 12.00.00 I HIM A& 2160 Iba LL 2160 Ibs LL 1630 Iba OL 1630 Iba OL I Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End live Dead Trib. Our. S Standard Unf.Area Load Left 00-00-00 12-00-00 30 PSF 15 PSF 12-00-00 100 Member Type: - Floor Beam 1 WALL LOAD Unf.Lin,Load Left 00-00-00 12-00-00 0 PLF 80 PLF n/a 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 11370 ft-Ibs 57.1% @ 100% 2 1 -Internal Slope 0/12 End Shear 3165 Ibs 39.4% @ 100% 2 1-Left Tributary 12-00-00 Total Deflection IJ477(0.302") 50.3% 2 1 Repetitive n/a Live Deflection U837(0.1721 43.0% 2 1 Construction Type n/a Max.Defl. 0.302"(Limit:1") 30.2% 2 1 Span/Depth 12.1 1 Live Load 30 PSF Dead Load 15 PSF Part load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load defiection criteria. Disclosure Design meets arbitrary(T)Maximum load deflection criteria. The completeness and accuracy of Minimum End bearing length is 1-1/211. the Inpuf must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accoMance - with the current Installation Guide and the applicable building codes. To obtain an installation Guide or 9 you have any questions,please call (800)232-0788 before beginning product installation.For glulam inquiries,please call (800)237-4013. / C-I N I:GTJRAL No.36W CNat L Page 1 of 1 SCIO and Versa-Lam®are registered trademarks of Boise Cascade Corp. MAY 15 '00 12:30PM FURMAN LUMBER P.14 • BOISE CASCADE-BC CALCTh9 2000 DESIGN REPORT- US Monday,May 15,200012:06 File Double - 1 3/4" x 11 7/8" V-L SP 2900 Name: Beam(4).bcc Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 5512,BOCA 98-52,SSCCI 9852 Miso: - Member Diagram BEAM(4) 2 I 1 Standard Load-30 PSF 10 PSF Tribute 09-06-00 26"Ida LL 26"Ibs LL 1488 Iba DL 1486 Ibs DL Total Horizontal Length-07-06-00 General Data Load Summary Version' US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00.00-00 07-08-00 30 PSF 10 PSF 09.06-00 100 Member Type: - Floor Beam 1 ROOF LOAD Unf.Area Load Left 00-00-00 07-06.00 30 PSF 15 PSF 14-00-00 115 Number of Spans - 1 2 WALL LOAD Unf.Lln.Load Left 00-00-00 07-06-00 0 PLF 80 PLF n/a 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type - Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 7746 ft-Ibs 33.8% @ 115% 3 1 -Internal Tributary 09-06-00 End Shear 3041 Ibs 32.9% @ 115% 3 1 -Left Repetitive n/a Total Deflection U1120(0.08') 21.4% 3 1 Construction Type n/a Live Deflection U1751 (0.051') 20.6% 3 1 Max.Defl, 0.08"(Limit:1") 8.0% 3 1 Live Load 30 PSF Span/Depth 7.6 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)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 End bearing length is 1-1/2 who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design propertles and analysis methods. Installation of Boise Cascade 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. For glulam inquiries,please call (800)237-4013. a / r N - 4TRUCTUP,�L NO.36 a.OffSSIO��I Page 1 of 1 SCIO and Versa-Lam®are registered trademarks of Boise Cascade Corp. _ MAY 15 '00 12:31PM'FURMAN LUMBER P.15 • BOISE CASCADE -BC CALC"'m 2000 DESIGN REPORT- US Monday,May 15,200012:o7 Double - 1 3/4" x 11 7/8" V-L SP 2900 Nlame: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICB0 5512, BOCA 98-52,SBCC19852 Misc: - Member Diagram BEAM(5) L Standard Load.40 PSF 110 PSF Tribute 02-06-00 261 Ibs LL 1007 Ibs LL 430 Ibs LL 32 Ibs DL 399 Ibs DL 166 Ibs DL - 0546.00 I _ 10.06.00 I Total Horizontal Length-16-DO-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. start End Live Dead Trib. Dur. S Standard UnfAMa Load Left 00-00.00 16-00-00 40 PSF 10 PSF 02-06-00 100 Member type: - Klcor Beam Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1414 ft-Ibs 7.1% @ 100% 3 1-Right End Shear 460 Ibs 5.7% @ 100% 5 2-Right Slope 0/12 Cont.Shear 717 Ibs 8.9% @ 100% 2 2-Left Tributary 02-06-00 Total Deflection U5516(0,023") 4.4% 5 2 Repetitive n/a Live Deflection L/7360(0.01T) 4.9% 5 2 Construction Type nla Total Neg. Defl. -0.004" 0.7% 5 1 Max.Defl. 0.023"(Limlt; 1") 2.3% 5 2 Live Load 40 PSF Span/Depth 10.6 2 Dead Load 10 PSF Part Load o PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(V)Ma)dmu/m/� load deflection criteria. the input must be verified by anyone Minimum End bearing length is 1-1/2". who would rely on the output as Minimum Intermediate bearing length is 3". evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. -Installation of Boise Cascade 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. For glulam Inquiries,please call (800)237-4013. S i SUCTU�AL No.36044 C fST Page 1 of 1 SCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. _ MAY 15 '00 12:31PM FURMAN LUMBER P.16 BOISE CASCADE - BC CALC rm 2000 DESIGN REPORT- US Monday,May 15,2000 12:09 Double - 1 3/4" X 11 7/8" V-L SP 2900 Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip - OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICBO 5512,BOCA 98.52,SBCCI 9852 Misc: - Member Dlagram BEAM(6) Standard Load-90 PSF 130 PSF Tributary 10-00.00 AL A116 AL 2568 Ibs LL 66N Ibs LL 5962 Ibs LL 2271 Ibs LL 823 lba DL 2126 Ibs DL 1807 Iba DL 690 Ibs bL 08.OB-00 05.06-0o ' 0546-00 Total Horizontal Length-17-06-00 General Data load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trlb. Dur. S Standard Unf,Area Load Left OD-00-00 17-05-DO 90 PSF 30 PSF 10-00-00 100 Member Type: - Floor Beam Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 5204 ft-Ibs 26.1% @ 100% 6 2-Left End Shear 2193 Ibs 27.3% @ 100% 4 1 -Left Slope 0/12 Cont,Shear 3540 Ibs 44.0% @ 100% 6 1 -Right Tributary 10-00-00 Total Deflection U2334(0.033'1 10.3% 4 1 Repetitive n/a Live Deflection U2970(0.026') 12.1% 4 1 Construction Type n/a Total Neg.Defl, -0,012" 2,4% 4 2 Max.Defl, 0.033"(Limit 1') 3.3% 4 1 Live Load 90 PSF Span/Depth 6.6 1 Dead Load 30 PSF Part Load 0 PSF ' Duration 1.00 NOTES: Design meets Code minimum(U240)Total load deflection criteria, Disclosure 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 End bearing length is 1-1/211. who would rely on the output as Minimum Intermediate bearing length is 311. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade 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.For glulam inquiries,please call (800)237.4013, OfjtP.4 NrZ 'EEL T9UCT)AAL % NO.3ii044 •oraST��• A4�Q �. rffSlQMGt[MGM �. Page 1 of 1 BC14D and Versa-Lam®are registered trademarks of Boise Cascade Corp. MAY 15 '00 12:31PM ,FURMAN LUMBER P.17 BOISE CASCADE - BC CALC11" 2000 DESIGN REPORT -US Monday,May 15,200012:13 File Quadruple - 1 3/4" x 1171811 V-L SP 2900 Name: Untitled Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Address - 70 SEAPUIT RIVER ROAD Specifier - Designer - EK City,State,Zip- OYSTER HARBORS,MA Company: - Boise Cascade Code Reports - ICSO 5512, BOCA 98-52.SSCCI 9852 Misc: - Member Diagram BEAM ( I Standard Load-40 PSF 110 PSF Tribute 14-00-00 4120 Iba LL 10356 lbs LL 6185 lbs LL 10068 lbs LL 3728 lbs LL 1184 lbs DL 2936 lbs DL 1531 ros dL 3116 Ibs DL 9851bs DL 17 06 00 1 o-08-0o 08•ae ao 08.06-00 , ►___� _„ ___ Total Horizontal Length-45-00-00 General Data Load Summary Version: US Imperial ID Description Load.Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 45-00-00 40 PSF 10 PSF 14.00-00 100 Member Type: - Floor Beam 1 SECOND FLOOR LOA Unf.Area Load Left 28-00-00 45.00.00 30 PSF 10 PSF 14-00-00 100 Number of Spans - 4 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 20981 R-lbs 62.7% @ 100% 6 2-Left Slope 0/12 End Shear 4574 lbs 28.6% @ 100% 4 1 -Left Tributary 14-00-00 Cont.Shear 6813 lbs 42.4% @ 100% 8 1 -Right Repetitive n/a Total Deflection U439(0.4781 54.6% 4 1 Construction Type n/a Live Deflection U556(0,3781 64.9% 4 1 Total Neg. Defl. -0.091" 18.1% 4 2 Live Load 40 PSF Max.Defl. 0,478"(Limit:V) 47.8% 4 1 Dead Load 10 PSF Span/Depth 17.7 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria, the input must be verffied by anyone Design meets arbitrary(1")Maximum load deflection criteria, who would rely on the output as Minimum End bearing length is 1-1/2". evidence of suitability for a Minimum Intermediate bearing length is 3". particular application. The output above is based upon building code-accepted design properties and analysis methods. lnstallatlon of Boise Cascade engineered wood products must be in accordance _ with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or 9 you have any questions,please call (800)232-0788 before beginning product installation. For glulam inquiries,please call (800)237-4013. `tad "4' //l J. SCHEEL " STFtUCTUPAL No.36044 0 Aar!JA D fiL�a Page 1 of 1 BCIG and Versa-Lamm are registered trademarks of Boise Cascade Corp. MAY 15 '00 12:32PM• FURMAN LUMBER P.18 BOISE CASCADE - BC CALCT" 2000 DESIGN REPORT- US Monday,May 15,20o012:17 Double - 1 3/4" X 11 7/9" V-L SP 2900 NFile ame: Job Name - PHEENEY RESIDENCE Customer - SHEPLEY WOOD PRODUCT Beam(S).bcc Address - 70 SWUIT RIVER ROAD Specifier - City,State,Zip - OYSTER HARBORS,MA Designer - EK Code Reports - ICBO 5512.BOCA 98-52,SBCCI 9852 Miscpany : Boise Cascade Member Diagram BEAM(8) Al H 14LLELE;1 - Standard Load-40 PSF I U PSF Tribute900 2240 IDS LL 5828 Ibe LL 5828 Iba LLAL 989Iba DL 2515 Ibs DL 2516Iba LL 2240Ibs LL - 06.08.00 I 06-00-00 969 lba DL I � 08-06.00 Total Horizontal Length-19-00-00 General Data Load Summary Version: U5 Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 19-00.00 40 PSF 10 PSF 11-00-00 100 Member Type: - Floor Beam 1 ROOF LOAD Unf.Area Load Left 00-00-00 19-00-00 30 PSF 15 PSF 11-00-00 115 Number of Spans - 3 2 WALL LOAD Unf.Lin.Load Left Left Cantilever - No 00-00-00 19-00 00 0 PLF 80 PLF n/a 100 Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 5036 ft-Ibs 22.0% @ 115% 6 2-Left Tributary 11-00.00 End Shear 2084 Ibs 22.6% ®115% 4 1 -Left Repetitive n/a Cont.Shear 3344 lbs 36.2% @ 115% 7 3-Left Construction Type n/a Total Deflection U2427(0.0321) 9.9% 4 3 Live Deflection U3287(0.024'1 11.0% 4 3 Live Load 40 PSF Total Neg.Defl. -0.014" 2.6% 4 2 Dead Load 10 PSF Max.W. 0.032"(Limit: V) 3.2% 4 3 Part Load 0 PSF Span/Depth 8.6 1 Duration 100 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(L/W0)Live load deflection criteria. who would rely on the output as Design meets arbitrary(111)MaXlmum load deflection criteria. evidence of suitability for a Minimum End bearing length is 1.1/21,1 particular application. The output Minimum Intermediate bearing length is 3". above is based upon building code-accepted design properties and analysis methods. Installation ,of Boise Cascade engineered wood products must be in ac6ordance - 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.For glulam inquiries,please call (800)237.4013. , NOF1 J. SCHE�L H . STRUCTURAL - No-36044 O o�ffS/OMA1 E��\� Page 1 of 1 SCIO and Versa-LamO are registered trademarks of Boise Cascade Corp. — I 4� • MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 If Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-3-1999 DATE OF PLANS : TITLE: �ES� ,►-AGE f R- COMPLIANCE: PASSES Required UA = 1155 Your Home = 1138 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 4260 38 . 0 0 . 0 128 WALLS: Wood Frame, 16" O.C. 5500 15 . 0 3 . 0 368 GLAZING: Windows or Doors 1100 0 .400 440 FLOORS : Over Unconditioned Space 4260 19 .0 202 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . .Builder/Designer ����RR�S i4G �i4K «�s oe_ Date /v 3 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 DATE: 6-3-1999 Bldg. Dept . Use CEILINGS : [ ] 1 . R-38 Comments/Location WALLS : [ ] 1 . Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1 . U-value: 0.40 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS : ( ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ) Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC' rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 .5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 .0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) ------------------------- r Engineering Dept. (3rd floor) Map /) `Zd Parcel ! Permit# Z House# Z7 Date Issued 4- V Board of Health(3rd floor)(8:15 -9:30/1:00-4:30), 3/Z,r�9-Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) �-- Planning Dept.(1st floor/School Admin. Bldg.) IKE►p Definitive Plan Approved by Pla B and 19 ; U RNSTABLE. ' N nce N OF BARNSTABLE �G Building Permit Application Prddress SE� U /(/ Village Owner Address Telephone � o So Permit Request G Sdferb.s 8 1D &40 C'@v,C 71 First Floor /" square feet Second Floor I-JZA square feet Construction Type GJ o o G ypRel f e- Estimated Project Cost $ 3 (9 4 z) Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family IX Two Family ❑ Multi-Family(#units) Age of Existing Structure to E Historic House ❑Yes X No On Old King's Highway ❑Yes I*No Basement Type: ❑Full ❑Crawl ❑Walk o t ❑Other /V 1A Basement Finished Area(sq.ft.) /� Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 4- 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: xisting /( -,*- ew , Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) JPX Za r ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) pelq ❑Other(size) Pf IqP $ihl-Ii Zoning Board of Appeals Authorization ❑ Appeal# - Recorded❑ Commercial ❑Yes J`No If yes, site plan review# Current Use / Proposed Use / Builder Information Name � '�'(� � ! c Telephone Number 77 S O �57 Address 3�Jr SGA License# &eft iJA)115 , �/g � o Home Improvement Contractor# 02 © / T Worker's Compensation# WCG-' NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,A�WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLL ING REASON(S) �j WJ L FOR OFFICIAL USE ONLY •' ' `� PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS SVILLAGE ; r:. OWNER i �, ► - - �, DATE OF INSPECTION: FOUNDATION ; FRAME ; INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING F - DATE CLOSED OUT ASSOCIATION PLAN NO. • MAR-24-96 10:48 FROM=COMMONWEALTH ELECTRIC HYA ID= 506+291+0950+5705 PAGE 1/1 C.ornmonweatth Electric Company COMflectric War Cranberry Highway Wareham, Massachusetts 02571 Tetepfione(-%S) 291-OM 484 Willow St, Hyannis, MA 02601 March 24, 1998 To: Lance Fuller Fuller Electric Re: Herbert Pheeney 70 Seapuit River Road (Outbuilding) Osterville To Whom It May Concern: Please be advised that the electric service from Pole 134/4 UG has been disconnected and the meter removed. The above building is now without electrical power. Sincerely, Mrs. Linda Roderick Chief Customer Service Representative Ref: WR #159036 HAP.-30-1998 15:.30 COL GAS 1°IAP.K.ETING P.02 U ;1 COL.ONIAL, 'illl G n S C U M p A N ]E B NORRIS 385 SEA ST. HYANNIS MA 02601 Please take this letter as confirmation that there is no natural gas on Oyster way in Oyster Harbors,Osterville. Thank you Scott Stevens marketing representative _i TOTAL P.02 IIAR-30-1998 15:30 COL GAS NARKET I MG P.01 Colonial Gas company 127 White's Path South Yarmouth, MA 02664 COLONUL 6 A S C 0 M 0 A M y Date From: Number of pages including cover sheet Z SCOIL SWIT17S pwsijelttial Sale, COLONLAL To: 6'M Phone I-800-S48-8000 413 AREA OR OUT OF STATE: 508-760-7999 Fax Phone 508-394-5019 Phone Fax Phone CC: REMARKS- ❑ Reply ASAP ❑ Please comment Urgent ❑ For your review J lie �arn.�nancuea�l�i a�.%l�aaaac�euaelta HOME IMPROVEMENT CONTRACTOR Registration ...102014 •j; Type PRIVATECORPORATION Expiration 06/30/98 ERNEST B. NORRIS & SON INC ;. •: : :;...,..: .. :_.: . - Ashworth • Craig N. 385 Sea St . A MINISTRATOR Hyannis MA 02601 � I N TB�T 0 °UBLIC SAFETY OEPAR CON S T R U IO ` SUPERVIS0R L ICENSE thU at e Number::.:.::.::.:: ; ::::::::::.::.:::::::::::::::: :Expi ns . r I 2 8 1 9 g9 09 8 1 1 S 5 3 .:::....... r Cis t I�. .:.:::..:.............: ::....: I• CR `IC .. 1 :: SORH �.: .. 385 SEA `STEET NYRNNISA MA 02501 } • T11C Cum1110"wealth (if Uassachusetts :;i •j..�1 _'' ' Department of Industrial Accidems ofceof/MrsffMoos 6011 !r asbin.,7an Street Buston.llfa& 02I11 �--" Workers' Compensation Insurance Atfdavit location- ul yr • , ❑ I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one work-in,in any capacity .. 1 am an employer providin;workers' compensation for my employees working on this job. ERNEST B. NORRIS & SON, INC. '1 • 385 SEA STREET ` 508-Z75-0457 HYANNIS EASTERN CASUALTY INSURANCE CCMPANY WCG 1000897 A. Bunn ...._. _,.•._... ,--.--- 4. I am asole proprietor.general contractor,or homeowner(circle one)and have hired the contractors tinted below ht the following workers' compensation polices: gym•n address! _ .... 11hone Aft Boiler a t, tu'� ..- --..r•+-—� ..ss*ans.scwn'e*.'.►'t—�'rT"�r�' ,-r= city: DhoneP lAttaeh addrtici2l•shiiR if neeasa •� y ,� ��t�r•..••p ..a _ _ .. ties ora tine o to SiS00.uo, Fnilure to secure coverage as requit-ed under Section 3A of AtCL 15.,tin Ind to the imposition ottartmtna!peed P one r the forte ora STOP 1V ORK ORDER and a line ofSloo.00 a day against me. I understand t ears imprisonment as��elt as civil penalties in cc of Investigations of the DIA for corerate rerilintion. copy or this statement may be forwarded to the OM !do herehr ccrtify unff&the pains and p eltles of perjurr that the infornsation prosided above is true and correct ate Sienmure Print name CRAIG N. ASHWORTH Phone# 508-775-0457 O fficial.use only do not write is this area to be completed by dry or town otAdai perm 0 1l3aiidltag Department town: ❑Uteasing Board aSdectmea's OMM if immediate mpunse is required �ilealth Department phoneN: nOther�__ erson• I _.. • � Y ..s► uyHT I I --- - 77 I 1 1 7, - , N o ADI � - -t _ to ' - y ---------------- Ab ROYAL BAR • • N A Rc Newbury e - 70 _.. . . � 8 r Street :.a -r t f E j /�A(�LOTTnH) r 4r0' WIDE l,V PRIVATE R=2380.00' — L=144.06' , C.B. �,'N80`53'12'E R=645.00' N 65.00 I w L=166.14' �► Q - O v' O rn I M Cn O O Q GARAGE LOT 270 0 Q 76,661 sq.ft: 1.76 acres 1C �o z SHAPE FACTOR = 19.59 ,�'�t` rod LOT 269 CffitTwmu PLOT PLAN � N #70 SEAPUIT RIVER ROAD OYSTER HARBORS DAM OCT. 7. 1999 3 oh- •`�� p REVISION DATE: FEB. 3, 2000 I CERTIFY THAT THE EXISTING FOUNDATION SHOWN HERE ON COMPLYS WITH THE SIDELINE REVISION DATE: MAY 12, 2000 ti AND SETBACK REQUIREMENTS OF THE TOWN OF �; C: • 0�, IVIAUL BARNSTABLE, AND IS NOT LOCATED WITHIN THE p L SCALE: 1" = 40' FLOOD PLAIN. L.C.C. 15354 DATE; 5`i2 P.L.S. ASSESSORS MAP 70, PARCEL 4 L.c..B. FND. APPLICANT: / PAMELA R. PHEENEY f htx�Cb / BAX= N= & HOL1[GRBN INC. REGISTERED LAND .SURVEYORS THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES CIVIL ENGINEERS OSTERVILLE, MASS. 97113AB.dwg #97113 (�LOjTnH) ,4rp' WIDE 'I,V PRIVATE- - _ .BARD R=2380.00' C.B. ' L=144.06' 'N80'53'12,.E R=645.00' N 65.00066.14' N L=1 '0 0 � t Q GARAGE 0 LOT 27O 76,661 sq.ft. 1.76 acres 1G' 00 SHAPE FACTOR = 19.59 F i Of MA LOT 269 O N o . 2887o SERTOM Purr Pi" 2 / �� ° clsiEt�S,ye J�' #70 SEAPUIT RIVER ROAD ° `- �6lb ��L Q� OYSTER HARBORS 5 -I�1 -200o �� DM OCT. 7, 1999 I CERTIFY THAT THE EXISTING FOUNDATION �p ,�(o`!' p� y �O REVISION DATE: FEB. 3, 2000 SHOWN HERE ON COMPLYS WITH THE SIDELINE ? ��`o / , REVISION DATE: MAY 12, 2000 AND SETBACK REQUIREMENTS OF THE TOWN OF ec.. IV" BARNSTABLE, AND IS NOT LOCATED WITHIN THE O,p ` SCALE: 1 = 40 FLOOD PLAIN.. � / G� L.C.C. 15354 S_12_��' ASSESSORS MAP 70, PARCEL 4 DATE, _ P.L.S. L.C.:B. / APPLICANT': FND. / PAMELA R. PHEENEY tx�� o / BAX= NYC do HOI�[GR�N INC. h9/ REGISTERED LAND .SURVEYORS THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES ��� CIVIL ENGINEERS OSTERVILLE, MASS. 97113AB.dwg #97113 I —v.i— CR �(LOT HJ 41'' ,WIDDE PRIVATE yry - _- - - ����1d9+D LRIVe ` R=2380.00' k' C.B. L=144.06' . � N80'53112'E . R=645.00' C N 65 W. �� ;, s L=166.14' �ON r- v' (/ M p l N O O O UILDING SETBACKL - w o GARAGE LOT 270 -o N 76,661 sq.ft. , Q• �� pp 1.76 acres / �*' c� ON \ ` p z '� SHAPE FACTOR = 19.59 '� NEW ' QG/��� LOT 269 �° Az 0• \ \�,o "lI�3R'IIdG CONDMO� Qom`. #70 SEAPUIT RIVER ROAD Iva OYSTER HARBORS �tK DAM hh� OCT. 7, 1999 REVISION DATE:' FEB. 3, 2000 SCALE: V' = 40' L.C.C. 15354 ASSESSORS MAP 70 PARCEL 4 FND. . / PAMELA R.': PHEENEY BAX= N= & 110IUGI INC. �ht`'co / REGISTERED LAND SURVEYORS �. �°� CIVIL ENGINEERS OSTERVILLE; MASS. / #9 7113 1 - r . (LOT.. H) 40' WIDE - -- —— — `���ll PRIVATE R=2380'.00' L=144.d6 _ •�i C.E3. N80-53'12 'E 65.00'. III R=645.00' 0Ln au M i I — SETB ACK ���� ►�4 fro. I . j �.. =- -• ._ .- . �. . �V u . LOT 270 76,661 sq.ft. 1.76 acres 70 ' SHAPE FACTOR = 19.59AL � LOT " 2 69 k ;:Ao y • \�O�`�/ /i ,P "QQ9MG CONDITIONS PLAN" #70 SEAPUIT RIVER ROAD OYSTER HARBORS / tK / �a D. 41 / lb / REVISION DATE: JAN. 3,' 2000 IWALIL SCALE: 1 = 40 ��.• / PLAN L.C.C. 15354 . L.C..B. /� ASSESSORS MAP 70, PARCEL 4 FND. // APPLICANT: PAMELA R. PHEENEY HAXII'ER, M do 1101MGM INC. REGISTERED LAND SURVEYORS CIVIL ENGINEERS y , OSTERVILLE,. MASS. r i/ #97113 - '-�._ -- r E 71 (L07 H)' 40' WIDE PRIVATE R=2380.00' L=144.06' C.B. N80°53'12"E J R=645.00' N 65.00' o I L=166.14' o u' 'o 0 0 O I cr r o LOT 270 76,661 sq.ft. o r'� 1.76 acres 0 '- co Z SHAPE FACTOR = 19.59 .���` cod OG LOT 269 2 / P�l 14 CZRTv= PIDT PLAN #70 SEAPUIT RIVER ROAD �® tK �:����, OYSTER HARBORS k,6 `°� OCT. 7, 1999 SCAM SCALE: 1 = 40 L.C.C. 15354 ASSESSORS MAP 70, PARCEL 4 'd> L.C..B. I CERTIFY THAT THE EXISTING FOUNDATION FND. SHOWN HERE ON COMPLYS WITH THE SIDELINE PAMELA R. PHEENEY AND SETBACK REQUIREMENTS OF THE TOWN OF _ . BARNSTABLE, AND IS NOT LOCATED WITHIN THE A. N. 0 + C. FLOOD PLAIN. REGISTERED LAND SURVEYORS DATE: ' -7 14y i R.L.S. CIVIL ENGINEERS OFFSETS TO THE EXISTING FOUNDATION SHOULD OSTERVILLE, MASS. 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N80'53'12"E \\ �.\ m - ►� c-. 6 R=645.00 5.00' \,Q\� o L=16 6.14' �- BUILDING S T E BACK `J LOT 270 / • f -ON 2 �\ 76,661 sq.ft. 1.76 acres / 1C� SHAPE FACTOR = 19.59 ,�'�t` rod �� cc o I LOT 269 . O• #70 SEAPUIT RIVER ROAD OYSTER HARBORS DATR 0CT. 7., 1999 ro /� REVISION DATE: JAN. 3, 2000 lVALEL L� SCALE: 1" = 40' PLAN Berns= L.C.C. 15354 �- �• / ASSESSORS MAP 70, PARCEL 4 L.c..B.FN D. APPLICANT: / PAMELA R. PHEENEY CP BAXTER N= do HOWGIM B(C. / REGISTERED LAND SURVEYORS CIVIL ENGINEERS OSTERVILLE, MASS. #9 7113 - rl (LOT: H) 40' WIDE _� � IS PRIVATE TAarn R=2380.00' L=144.6\' N80'S3''12'�E . ��. m - ► 65.0 R=645.00' \ \c, 0' �� o L=16 6.14' 6� s BUILDING SETBACK LOT .270 / 2 p t1� ► 76,661 .sq.ft. , 1.76 acres . A , SHAPE FACTOR = 19.59 OG G4- LOT 269 300. ' z *1131] Q CONDITIONS PLAN" QQ- #70 SEAPUIT RIVER ROAD OYSTER HARBORS `Oh.00 /! �o OCT. 7, 1999 n / ��`� / , _ REVISION DATE.: JAN. 3;•.2000 SCALE: 1" = 40' PLAN ERPISWCE L.C.C. 15354 ASSESSORS MAP 70, PARCEL 4 L.C..B. / FN D. / APPLICANT': PAMELA R. PHEENEY � BA R„ NYIti. do H01MGM INC. REGISTERED LAND SURVEYORS CIVIL ENGINEERS i OSTERVILLE, MASS. #97113 FOR 1-314'LVb Top MOUNT APA RATED OSS USR 16d NAILS ST)MURALtr APSWArS HAMOR HANGIRS ARCOMMINDSh OR NWAL RZINPORORMINr Dorm F"s NOTE:SQUASH BLOCKS MUST ON Wr 124 NAILS FOR 1-.11r 1,VL V3/ar%RLPIZdk.3OA 11Jr TAUJR THAN JOIST OMR AT WMM PLANGI I FOR Lpf to,Be& I-11r FOR LPI 60 SINOLS OR DOUHL9 a OP RACE DIST DESICN CRITERIA SQUASH BIWX7S AS SPSCIFIED DEFLECTION LIMITS FLOOR LOADS Live Load L1480 Live Load 40 Psf EACH FACS TWO MAILS Total Load L1240 Dead Load 10 Psf TWO MWS UP TO Ir.DZBP HANGER MUST LOAD IWALLY TO RACH PLY F I N WAS PIWIPJD or WRO USX TWO fid COMMON' CONNATION TO ro"s"S OVER ir lossp UPINAINGOVIOAPANDHANGIRrYPS I J-1 p L 304 OR TFO 10d BOX NAILS JUrOSMAILSAf ON U Rr . & & FROM jrjrD 0,p 140 SNARING rAU MUSr,6Z ALIONSD OR JU r0Z NAILS AT CENTER (USX"it UP TO 3 PUNS MArIMUM) (FLUSH 1►1TH A UJV.VZR LOAD FALL AWN NAILED CONNECTION h5f FLOOR BEAM awyo 6i HANGER CONNECTIONS B I BOA Design assumes 47o load sharing and BEAM CONNECTION TI T NAILING -FOIST TO AVAIL L-PS O.S. BOARD sheathing is glued and-nailed 61� SQUASH BLOCKS MATERIAL LIST MARK QTY SERIES DEPTH LENGTH r-JOIST 18 LP130 11-7/81' 20-00-00 .......................................................... 14 LP130 11-7/8 18-00-00 11 LP130 11-7/8 16-00-00 I LP130 11-7/811 12-00-00 5 1 LP130 11-7/8" 10-00-00 9 LP130 11-7/81t 8-00-00 5 LPr30 11-7 8" 6-00-00 7 LP130 11-7/8" 4-00-00 BLOCKING LPr30 11-7/8" 90 LF I-JOIST 11 LP136 11-7/8 30-00-00 18 LPr36 11-77 28-56-65 19 LP136 11-7/&' 20-00-00 RIM BOARD -7/8" 16-00-00 ........ 1 LP136 11 6 LP136 11-7 81, 12-00-00 IL i2l 2 LP136 11-7/8 10-00-00 7 LP136 11-7/8' 8-00-00 4 LP136 11-7/8" 6-00-00 to 2 LPr36 11-7/8 4-00-00 rZjOIST 36 LP156 11-7/8' 22-00-00 RIM BOARD 4 LVL1.75 11-7/8" 46-00-00 .... .. .. 6 LVL1.75 11-7/801 20-00-00 RIM BOAR RIM BOARD IIIA.... ....T-liarm F-T.— ... .... • .... ..... ......... .......... ... .... ..... .... .... .... .... ..... 2 PLY L1rL 11-7 46"X 18' LVL1.75 II- LVI.1.75 11-7/8 16-00-00 Lp W ri-7/a- Die,ox F3 -7 -00-00 ' 1J —7 Cal 3 1 LVLI.75 11 /8 8 — I I Lr x 6-00-00 0' or Iff k" 4 LVL1.75 11-7/8" 4-00-00 3 - 4 RIM BOARD 04 4 11-7/811 2-00-00 ......... ......... ........................................... 1% TZ-0 za, 31 p 28, 28- ----------------- so, 1 LVL1.75 2 /as$ 0_ I !z -- -- 14 RIM BR D 28 L-P RIM 11-7 439 LP P,X L PFrL J f '8" e BEARING rALL .... ..... ..... .... I...I * Poll IT -I I HANGERS 19 ITT3511.88 co rn BLOCwr VP p L�L -7 8"Uof Sj PAJ 8 ITT11.88 ME 0-0 93� RIM BOARD AWMWSMM�A C �m : 1 *1111".............. L 74-J PO.,Ir U p]0 zo j rim mv 0 1?BAR rYG OA 9 VD 4 RROUDI 3- V M1 VIA 6 N OF A RIN G! B&rH I'S AM BOARD LF 130 016 Olt 1. .... .... I F rx A VL I-?I&, x 2 1&r WL .... .... X4 J f PZ Y Ll IL i.-?j ir'J 4' J PL.-It 11-7/,r,x v 4 2 e PLY Ln I1-7/8,x 20, ri . .......... ... ............ ......................lj�—------- ............ -w-7757 o f KING RIM BOARD, �4 2 CLycvj u- x ;,,0, PLY LvL 11!1_7 X *. . ..... . .. .... ..... .. i L M 1 f-7 &11 T sx DBL JOIST TT 51i 8 Q) ................... LEI t-7,IV CA to 2 PIMLY, U.7/4 .. .... ..... . . .... ..... . IUD F4 .. ..... .... . co cD 00 RIM BOARD RfAr BOARD 2 PLY LvL x jr ITT Be RIM BOARD r I LVL 112'018"X V ........... .......... -­DBL idrSr ................ ................. ......... ..... ........... F I RST FLOOR FRAMINPLAN Rrif VMD .......... .......... .......... ...... ................. ................................ ........... ........... ........ . .............. .............. ............ .................................... RIM BOARD URMAN LUMBER INC. FURMAN LUMBER CUSTOMER. SHEPLEY WOOD PRODUCT DRAWN BY: EK CONTACT. JOE MADERA DATE- 1017199 CONTACT#; REVISED. PROJECT; PH-PACNA7 FILE NO. 2736 SPECIAL NOTES. #I -Oft = if SCALE: 3116 .......... J • M LVL) THE FLOOR SYSTEM(LPI I-JrOrST,GANG-LA LOADS ONLY.ROOF LOADS L GEND NOTE ARE DESIGNED FOR FLOOR FROM RAFTERS,BRACING,AND BEAMS MUST BEAR ON THIS PLACING PLAN IS FOR ESTIMATING ONLY EXTERIOR WALLS AND INTERIOR WALLS WITH SHOP DRAWINGS,TYPICAL DETAILSI AND FRAMING BEARING STRAIGHT THROUGH TO A FOOTING. ANY LPI-5611-718 PLANS,OUTLINING INSTALLATION PROCEDURES AND ROOF LOADS CARRIED BY THE FLOOR SYSTEM MUST LP[3611-718 UNIT IDENTIFICATION MARKS,SMALL BE SUBMITTED BE SO INDICATED ON THE FRAMING PLAN SUBMITTED LPMO11-718 ...................................................... FOR APPROVAL OF THE PROJECT ARCHITECT AND OR TO US FOR TAKE-OFF. --------- LVLI.75 ENGINEER. PRODUCT TO BE STORED,HANDLED AND INSTALLEDL RIM BOARD EXACT QUANTITIES AND LENGTHS ARE THE IN ACCORDANCE WITH MANUFACTURERS U ALL HANGERS RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR RECOMMENDATIONS. IS TO VERIFY ALL BEAMS AND JOISTS 0 THEIR WE RECOMMEND ELK ARCHITECTURAL ROOFING:. BEAM BY OTHERS PRODUCTS,HARDIE LAP SIDING. .................. EXACT LOCATIONS. ...... ...... WALL ABOVE My A=38r U.VZ W T S AS TrxvlFf5 Cr jrjt Od 20 MAILS 0 I"r0jr N"M 0�ON CZNrjrR Ir ON ILP, 7�. !0 BC -—--------- USS 16d NAILS FOR 1-314-LVL SfORUCTURALWAI)SQUAVORANGRA TOP MwAvr APA RATED OSS NOM SQUASH BLOCKS MUST 8Z CUT wdly"w 1-1/v LVII RINGERS ANCOMMM80 (OR AWAL RZIN"110sx8mr MR`PACIS, I/a*Tamil rAr"Joiff 8d MAIM.CNN At"P FLANGE 23 910.1 W120&10 ON.8 ff BM.V IrL"09 ArR Lpf so,119 120,1-11rroA Lpf 60 DESIGN CRITERIASINGLE OR DOUBLE SW ASH DIMS ASSPSCIFIND DEFLECTION LIMITS. FLOOR LOADS Live Load L1480 Live Load 30 Psf BACH MCI Od NAILS r Total Load L1240 Dead Load 10 psf Two Bows UP TO ir DZZP MANCZA MUST APPZr LOAD CONNIMON"piss, AWAW M NACH PIZ IF19 STIFFENERS MAY J19 AMIAUD 10%X 40Y jrVB USX TWO ad COMMON WAZZ"S WNA R*Deep 171VE f I IN no Yaw jr&I ON CE ER DEPENDING ON MAP AND RAMORN MR USX 11-1 so A 304 OA TFO IN BOX NAILS No Irat"ar DIV ON 09ff48A ussar .82& jrNj)op IAO BEARING ALION4119 OR Wd IMVJfr NOW Design assumes 47. load sharing and (VSZ"A UP To 3 PLINS MAZIMUM) (,rLUSH WITH USX a rO)FAIL UNDER LOADDRARZY0 FALL AWR sheathing is glued and Waited NAILED CONNECTION BE" CONNECTION h5fFLOOR BEAM exrors) 61 HANGER CONNECTIONS JOIST NAILING -6-jR SQUASHBLOCKS pq L-PS O.S.B RIM BOARD roit"MCAL w A MATERIAL LIST MARK QTY SERIES DEPTH LENGTH 1-JOIST 7 LP136 11-7/8 28-00-00 50 LP136 11-7Z8 20-00-00 5 LP136 11-7/81, 12-00-00 21 LP136 11-7/811 10-00-00 9 LPr36 11-7/8 6-00-00 21 LP156 it -00-00 14 26 11 LP.166 1410 24-00-00 3 LP156 14 12-00-00 3 LP156 14 10-00-00 DLOCKryc! LP136 11-7/8" 25 LF 4 LVL1.75 11-7/8 20-00-00 5 LVL1.75 11-7/811 12-00-00 LVL1.75 11-7/81, 10-00-00 RIM BOARD a 2 LVL1.75 . 11-7/8 8-00-00 4-00-00 z�;Lr LVL I-7/irp.111 15vir .75 11-7 8 RIM DRD 12 L-P RIM` 11-7/8 181 LF 9 L-P RIM 14#1 138 LF HANGERS 6 ITT11.88 62 ITT3511.88 Z LBVII.88-2 RIM BOARDr 0 112 U I 2PXIVLI r IV'— cy, j Fri We 2 .20 7 to at Id 1 0, 1 PLY LVL 11-7/r,x IV z! 16/ POS r Deju Posr Wriv MIX fit it III I It fit at 11 It 11 1 jE NARTYS VA U IT.,4 168 0"'1., r, DI 2 r • r fia uLr Lvi ii-?/a,x,v F1 6. 11 ry- r @ RfM BOA" .76-xs:rTo 2, Lyzaif-7,fer- 2C .......... A fw�474.x v RIMBOA1W RIM.80,MD1 , RIM BOARD A SECOND FLOOR FRAMING PLAN -T tf URM AN LUMBER, INC. FURMAN LUMBER CUSTOMER: SHEPLEY WOOD PRODUCT DRAWN BY. RK CONTACT: JOE MADERA t7l DATE. 1017199 CONTACT 1: REVISED, PROJECT: FILE NO. 2736 SPECIAL NOTES.- -0" SCALE: 3116"= I' THE FLOOR SYSTEM(LPI 1­10ISF,CANG-LAM LVL) LECEIVD NOTE ARE DESIGNED FOR FLOOR LOADS ONLY.ROOF LOADS FROM RAFTERS,BRACING,AND BEAMS MUST BEAR ON EXTERIOR FALLS AND INTERIOR FALLS WITH THISPLACfYGPLAY IS FOR ESTIMATING ONLY. LP15614! SHOP DRAWINGS,TYPICAL DETAILS AND FRAMING BEARING STRAIGHT THROUGH TO A FOOTING. ANY MUST PLAYS,OUTLINING INSTALLATION PROCEDURES AND ROOF LOADS CARRIED BY THE FLOOR SYSTEM LP[3611-718' UNIT IDENTIFICATION MARKS,SMALL BE SUBMITTED BE SO INDICATED ON THE FRAMING PLAY SUBMITTED LP13011-71811 FOR APPROVAL OF THE PROJECT ARCHITECT AND/OR TO US FOR TAKE-OFF. LVLL75 RIM BOARD PRODUCT TO BE STORED,HANDLED AND INSTALLED ENGINEER. RIM BOARD EXACT QUANTITIES A" LENGTHS ARE THE IN ACCORDANCE WITH MANUFACTURERS U ALL HANGERS RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR RECOMMENDATIONS. BEAM BY OTHERS IS To VERIFY ALL BEAMS AND JOISTS 0 THEIR WE RECOMMEND ELK ARCHITECTURAL ROOFING EXACT LOCATIONS. PRODUCTS,HARDIE LAP SIDING. WALL ABOVE ,v"04 7q% W83,01ffoiclosruirpi'Now.,vXXp C4 1-3 1 12 1 -- H ti F-11 y I l con w It i rwo 00 Vw Q T o � . 14 . .i�t' �� 3�1 ✓ y / F-a.u�� 'N+,•.'a�i ���1 C^'al.!'".k" -�,'�`�'1"N � (�"M�! y`'"'!r� La COMM. No. ✓' DATE DRAWN BY -` J t6 L4 SHEET NO. S? C.) 2 z a