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HomeMy WebLinkAbout1881 OLD STAGE ROAD f R M �I O 1 f i ' UPC 12543 No. S(.0Sf.ico"')w- HASTINGS, MN rye 1HE ti o� Town of Barnstable Building Department - 200 Main Street * S'"LE. # Hyannis, MA 02601 9 MASS 16gq. , (508) 862-4038 CFO MP'�A Certificate of Occupancy Application Number: 201004987 CO Number: 20110087 Parcel ID: 153001 CO Issue Date: 06121111 Location: 1881 OLD STAGE ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: ,WEST BARNSTABLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed � �114ET TOWN OF BARNSTABLE ' Buildin g Application Ref: 201004987 i BARNSTABLE, Issue Date: 10/07/10 Permt 9 MASS. �Ar16 N3l9. A�� Applicant: PROPERTY OWNER Permit Number: B 20102127 Proposed Use: DEVELOPABLE LAND Expiration Date: 04/06/11 Location 1881 OLD STAGE ROAD Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 153001 Permit Fee$ 612.00 Contractor PROPERTY OWNER Village WEST BARNSTABLE App Fee$ 100.00 License Num Est Construction Cost$ 120,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 2 STORY WOOD FRAMED HOME,DRIVE UNDER GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL 14'X20'DECK REAR OF HOUSE&A 22'X5'COVERED DECK ON FRO14T INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: VAUGHN,JOSEPH APSEY BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 6890 SWAN RD INSPECTION HAS BEEN MADE. COLORADO SPRINGS, CO 80908 pp Application Entered by: RM Building Permit Issued By: d`1A THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY 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 CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING pp WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(was set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1#ter&561Iy,,61to�.- o d<`Z&_ki J l LN 2 /�J5 ��i2 2 � i�n`c� G / l AFAW 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2, 1 G Board of Health I SnZotGc � CA �CLj�vr'� �,-2`�ti 11 �� , t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o fJ ' C`-Ll��. Map 3 Parcel 00 1 'Application # Health Division Date Issued Conservation Division k h � 0JtYf_A r-0 G� N C m� l�, Application Fee Planning Dept. PermitiF e Z l/ Date Definitive Plan Approved by Planning Board vJ Historic - OKH Preservation / Hyannis Project Street Address lj g 0 L S T-h&C- o Village ln`` Owner V A S E IPH 14 P 5FY- LAU&N 0 Address g 5 w A-1 Telephone / °/ - a,3 8- a,)-9 9 Permit Request S T'o R c y oob EM6q 9- hl ou.5E , Qo"QtD "DweIVE tirjt>C:le aove-ne-)!-, 7)e;76k /FeaNlr e)F +6LA:se: Square feet: 1 st floor: existing ./ proposed 1,5Q9 2nd floor: existing / proposed l yl f Totai new a_q � Zoning District F Flood Plain > Groundwater OverlayP Project Valuation 1�4000 Construction Type woot7 1=>9tMe- Lot Size �/3,S(�® I Ac-2F1 Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family JV Two Family 0 Multi-Family (# units) Age of Existing Structure Historic House:' ❑Yes UK No On Old King's Highway: ❑Yes KNo i Basement Type: a Full ❑ Crawl IN Walkout ❑'Other Q 1 Basement Finished Area (sq.ft.) �JS y �GA�2�}�E> Basement Unfinished Area (sq.ft) f ® a y 47 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing Ynew. Total Room Count (not including baths): existing new 7 First Floor Room Count Heat Type and Fuel: ®'Gas ❑ Oil ❑ Electric ❑Other Central Air: 2 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ® No Detached garage: ❑ existing ❑ new size—Pool: 0 existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ Commercial 0 Yes 3f No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name -,JOSE-Pil Ae56FY- ✓AV&k]Q Telephone Number -1 19 - Q 3 9-c;La- 9 Address C>99 y S w A\i V_ License # 0_O 1 L eA 10 S Pie-11- " 4�y 90�'0g Home Improvement Contractor# Worker's Compensation # I' \ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 S 1;LA w f-.sT"1✓ DATE SIGNATURE FOR'OFFICIAL USE ONLY ; APPLICATION# - i` DATE ISSUED a MAP/PARCEL N0. ADDRESS VILLAGE OWNER ' - DATE OF INSPECTION: l FOUNDATION FRAME i/. LIST INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL '= R PLUMBING: ROUGH FINAL t - GAS: ROUGH FINAL FINAL-BUILDING � 6 o C DATE CLOSED OUT ' ASSOCIATION PLAN NO. :1 I ®R, ROAD v BENCHMA � 4.0 TOP OF CATC SIN ,ACV �+ � � EL.=61.9' (G,I,S,t) Njr tog ww A.M. 153/001 121.6' �� r 43,560 S.F. / 1.0 ACRE � 92.9' 24, 14' 8' o co 14' cV FOUNDATION T.O.F. ELM= p $ / 74.8'6 G tid' 0.0� CIV 52.1' 40.2' A.M. 152/033-002 A.M. 152/033-002 d' PREPARED FOR: VAUGHN HOME BUILDERS FOUNDATION (AS- BUILT) CERTIFICATION 1881 OLD STAGE ROAD ,WEST BARN., MA NOV. 4, 2010 J#1096FND SCALE: 1"= 30' PLAN REF: 529 17 DEED: 12924 165 ASSESSORS MAP 153 PARCEL 01 � OF/�Ssq MacDougall Surveying ZONING: "RF" FLOOD ZONE: "Cl, Boa EDWARD cti� & Associates 1 CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN U A. U, P.O. BOX 2428 STONE EXISTS ON THE G OUND S $ No. 28980 Mashpee, Ma. 02649 o ph. (508)419-1086 /o A SL eo SJ _ fax. (508)419-1087 '/a PR01 ESSION L LAND SURVEYOR DATE email: �omcast Ine{rvey Town of Barnstable � E r Regulatory Services 4„ Thomas F.Geiler,Director BARWSrABLF : Building Division 1639. ,0� Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 i September 16, 2011 To Whom It May Concern: , Please be advised that the Building Department no longer has interest in the street bond issued for 1881 Old Stage Road, W. Barnstable. The Certificate of Occupancy was issued on June 21, 2011. If you need further assistance, please do not hesitate to contact me at (508) 862-4026. Sincerely, Jennifer Engelsen I i f PROJECT v` (� . NAME: as-0-- ADDRESS: UJ • PERMIT# PERMIT DATE: M/P: 5 3> �d I LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: i o It cz) BY: r • s AFVC Cuide to Wood Construction ill High Whrd Areas: 170 rrr h Wirl.d Z dne Massachusetts Checklist for Compliance (780 C& R 5301.z.1.1)' 1.1 SCOPE Q Check Wind Sneed(3-sec.gust) Compliance Wind Exposure Category...................................... ...............110 mph V 1.2 APPLICABILITY ............................................................. B Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2 MRoof Pitch ....... . . .............................................................. Fi 2 stories _<2 stories ean Roof Height ............... ( 9 )........................................... _< ..................(Fig 2 12:12 Building Width, W..... ( 9 ).............................. (Fig 3 .................. ft 533' Building length, L ............. ...................( 9 )................................3D Building Aspect Ratio (L/W '::......................................... ...(Fig 3 2a ft 580, • ( g )............................... Nominal Height of Tallest OpeningZ """' (Fig 4). •�"""" 580' ........................... ...................................(Fig 4)............... - - _<3:1 1.3 FRAMING CONNECTIONS ........... .........:, S6,8" — General compliance with framing connections............. . (Table 2)................................................................ / 2.1 FOUNDATION 1/ Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.:................................ Concrete Masonry ....................I.................. ....... ....................... 2.2 ANCHORAGE TO FOUNDATION1.3 ZIA 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete o Bolt Spacing—general ............................. Bolt Spacing from end/joint of plate .................... "'(Table 4)...... K .....................:.......... Bolt Embedment—concrete......................... (Fig 5 Bolt Embedment—mason (Fig 5 ( 9 )...:............................................71" in. >7" Plate Washer............... ry......:..................................(Fig 5)......... ................................................(Fig 5)................. in. _t15" _/4 3.1 FLOORS ....................>-3"x 3"x'/." Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................. Maximum Floor Opening Dimension Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig + Maximum Floor Joist Setbacks r-_ft 512' ................................................. ig6)............................ / Supporting Loadbearing Walls or Shearwall................ Fi 7 .•••••. �C Maximum Cantilevered Floor Joists ( g ) Supporting Loadbearing Walls or Shearwall............. Fi g Floor Bracing at Endwalls....................... ( g ) ..........O ft 5d Floor SheathingT ••••••••••••••••••••••••••••(Fig 9)- . hic ....s ................................................(per 780 CMR Chapter 55..................................... Floor Sheathing Thickness ...,-,•.•- p _ )•,.• ................................... Floor SheathingFastening (per 780 CMR Chapter 55). g.................... . 3 in. . ......................:.....(Table 2)...$d nails at / 4.1 WALLS �in edge/LZ in field Wall Height Loadbearing walls.................:......................................(Fig 10 and Table 5)........................... Non-Loadbearing walls............ (Fig 10 and Table 5a Wall Stud Spacing ft 510' .......................................................(Fig 10 and Table 5).........................�. ft 520' Wall Story Offsets )................(Figs 7&8 ��in. 524"o.c. 4.2 EXTERIOR WALLS' )..................................... 43—ft <d ✓ Wood Studs Loadbearing walls.........................................................(Table 5)..... Non-Loadbearing walls............... (Table 5)..............................2x/1 Gable End Wall Bracing ' - ft L. in. 2x ft in. Full Height Endwall Studs............................................(Fig 10).... WSP Attic Floor Length ......... ................................ / Gypsum Ceiling Length (if WSP not used ..................(Fig 11)...................................... . . . . .. .....(Fig 11).................. ...... ft �1V/3 and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)..... ........................_.. >_0...W or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking •�`�► ............. ................. ............. Double Top Plate , , g @ 4 ft. spacing in end joist or truss bays Splice Length Splice Connection (no.0f 16d common nails (Fig 13 and Table 6)...................... (Table 6)................................ ...... �.,,o ✓/ t A PVC Gtiide to Wood Construction in Hig/i Wind Areas: 110 mph Wind Zane Massachusetts C heckfist for Compliance (780 CMR 53'01.2, A-0t Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(Tables 7).:....................... 2 Non-Loadbearing Wall Connections """"""""""""" Lateral(no.of 16d common nails)...............................(Table 8)........... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. ft in. _<11' Sill Plate Spans ................................................. Table 9 Full Height Studs (no.of studs)................................:. ( ).................................. ft Oin. 51, (Table 9). ......................................................Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) / SillHeaderSpans.............................................................(Table 9).................................. ft ja in. :512' ✓ Plate Spans...........................................................(Table 9).................................. ft j::)in. 512" Full Height Studs (no. of studs)....................................(Table 9)........................................................ g Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° —� Minimum Building Dimension,W Nominal Height of Tallest Opening2 ^' / —X-, 8" ✓ Sheathing Type.............................................(note 4)...................................... ......1 '"�,�{' Edge Nail Spacing.......................... (Table 10 or note-4 if less) in. Field Nail Spacing """ ...... Pg .........................................(Table 10).............. In. Shear Shear Connection (no.of 16d common nails (Table 10) �T .............................................. . Percent Full-Height Sheathing.......................(Table 10)......... ....... ............. . o 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............(•%Maximum Building Dimension,L Nominal Height of Tallest Opening2................ .................................. Sheathing Type............................. ...............(note 4).... ..... ... L - _- Edge Nail Spacing . .................................... g p 9.............•..............:.......... (Table 11 or note 4 if less) in. Field Nail Spacing """"" P g .no................................ls)(Table 11)................................................. 1 in. Shear Connection (no.of 16d common nails '(Table 11)........................................:...............L Percent Full-Height Sheathing.......................(Table 11)........................... . .. . . ........ ...... / 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts).................. ..Wall Cladding — Rated for Wind Speed?....................... .. ....................... ............. ........................... . ..................................... 5.1 ROOFS / Roof framing member spans checked?.......................(For Rafters use AWC S an Tool,see BBRS Website Roof Overhang 19 P ) ..................... . .. (Figure )............6)ft 5smaller of 2'or U3 Truss or Rafter Connections at Loadbearing. ..Walls Proprietary Connectors Uplift................................................(Table 12)........................... U=;3M pIf Lateral ;3M ............(Table 12).............................................L= If Shear................. . . . ... . . . . Table 12 leP -A Ridge Strad Connections, 71 Of if collar ties not used per page 21... (Table 13 Gable Rake Outlooker................................ . ).........................ller of 22r L/2 (Figure 20).............Q ft <_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................. (Table 14). Lateral (no.of 16d common nails)...(Table 14)......................Roof Sheathing Type....................... ... .........L ..............••••..........(per 780 CMR Chapters Cha ters 58 and 59)P Roof Sheathing Thickness........................................... .............................................!g in. >_7/16"WSP ` Roof Sheathing Fastening...........................................(Table 2).................... ............... Qt� ' Notes: ............:.......�-�/ 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with`thhee requuiiremeents of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b Exception: Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High 'Wiiid Areas: ISO mpli Wind Zone Massachusetts Checklist for Co'mpliance (7xo.cMRs3oi.i.t:i)' a. From Tables 10 and 11 and location of wall'sheathing and Building Aspect Ratio, determine Percent Fall-Heiht Sheathing and Nail Spacing requirements g b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing, v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment —MEN THIS EDGE Fd=ON FRAMM USE ad NAXZ AT 6"o.c Ir ii 11 n 11 n 1� 11 1 u ll ' 11 11 11 1 11 11 II n Ir 11 11 11 1 M � . 1 11 H 1 � 11 [[ 11 • 1 `S 11 1 � 1 p 11 11 � l 1 � 11 11 I M 1 1 I{1 ' O n tl SS� 2 I 1 1f C 1 Q �1 11 4 1 n 1 1 Q 1 I r Ills. IL 0 Ir If 1 I W I I I l F 1 11 i W 1 1141 3 1 II r1 n i --- DOUBLE NAILSPACWG vANe� 1 See Detail on Next Page Vertical.9nd Horizontal Nailing for Panel Attachment I I I +'� ,.r-. -rYO.r. � ... .. Tea"IS1il < _Y..���Y` i y!`�•`R�'r i.. 4«uC. •,'.� Y+. !L•^F•.vt ..�Vr .' ' ♦ Y•� 0 - IME,°w�° Town of Barnstable BARNSTABLE. Regulatory Services t' 9 .MASS �. • • i639• N0 Building Division ` prEO MP' � 200 Main Street, Hyannis, MA 02601 r Office: 508-862-4038 -Fax: 508-790-6230 Inspection Correction Notice L V Type of Inspection;` j Location /� l Dl d S Vs Permit`Number' Z Owner '/dl U Builder VQ�, h �ti One notice to remain on job site, one notice on file in Building Department. The following.items need correcting: LK 1 ,o C- ' L /q G/vi� I AJ 'f4 rA' 4J L L t &f lX A6� If /f=-W5 N6 7- /J-9 / 04-1 FRE6.croc-IG 41 p E GA L A ZV 01)0Z� � / Sal. � � .S T�G ��/� �l(/-•tp Tr2�i-A��`' . W -ro Please call: 508-862-468 for re-inspect'6n. Inspected by Date t s, I S O 1 ID; t RA 3e c 4:O -6�O it cl -i----- t G.O. a lie FJ_7t7 AYE 2� io I n� CIE fR Ti .g.Qy ` l..p S Z A 2!;p F. Ah-V sTi 'LE JP 1 � i 1 � 1 1 , it ' 1 DR15 - , i IBLK1 - DB1(4) W - — :� B3 1 1 . 1 2 2 2 2 2 2 2 2 2 }2' 2 2 2 2 2 2 2 2 _ t 1 a B2 2) B2 2) H163 2)=�4 — — BLK1 13 1 1 1 1 :BlK1 cS OQ L E--�o CIS -rU DA op st FI( a w -rA w -c F3�►Qus-cg�� IPa ��--c tq ct run 9-1/2"AJS 140 @ 12"o/c at single span to pick up off set beating. 3 1 � }}j DR12 , 1 1 I 1 1 }c c t 1'• i—3-3-3 3 31 3 3 3 ( 1 1 1 1 c 1 j ! E ' Ij ( BLK1 ► !1 ( _ i ! J._ .......-! _ ;�.... +.BLK1 .,. E,,.p....DR10i 2 2 2 2 2 2 2 2 2 ? 2 2 2 2 2 2 2 2 2 1113 Bj' DR11 t . H2 i tf i 7 JE :, _.63(2)� JDR13 US AN1EL d • 4 p� C. 11 Oa+>t K mrI v L l ' IsT'r����♦,� Eth rl C I n n r fsPONft V 1 r Town of Barnstable Regulatory 5erAce.s ,, c �ThLomas F. Geiler,Director Building Division rya Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02-601* ww)V town.bams-bble.ma.us Fax: 508-790-6230 Offices 508-862-4038 PLAN REVIEW Owner. 1/ �tG/i�! Map/Parcel. �sP�Y A' - • Project Address Builder: S .�•�� / �/ D�a 8 The following iterris -were noted on reviewing: i ows wi ,*i� / �tsr �F f -tee • � �.� � Rio- �r�• �� � I' a z _ 14.e_�L V Reviewed by: o �3 Date: ' to, J rt �kt4 it i 1 f ♦�k� 7 P k: I .1 J 1 Town of Barnstable Regulatory Services Thomas F. Geiler, Director ti Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barns-ta ble.ma.us 'Office( 508-862-4038 Fax: 508-790-6230 PLAN REVMW Owner: �t�u(o Hi� Map/Parcel: Project Address/e?l �!�/� u� /r� Builder: VAU&* )Z//,* DILL Elm The following items were noted-on reviewing: �D'N Fitt rN 6- N Z n� �Le�o/2 At6-p*I1zjqx" /.s G,4�ATeW_ r • p�" �i�1�Piyr E=f2 S • C ^ . �1 'YC In�it1 E ri¢/G S /�L=E�1�A 09 �°7E c 3 SO Wt Ct� 11-11aWS W'►E Lo C AJ S t� e-n (At i tee � ?u13 00TC Wt3 C*j Pc*ri 4Iu ay "OF n ��pl2 "S ©yst'L /`foes GUo tc. R14-GE Z d o A- A)A GC_- •- lJo t)s-T I c -Ao/L QE:-IPU I apZ EV 9&1 POPTSk t6M 0dJA&T(W R�Ott R Y-iewed by: f•� / Date: !10 LPA101 O Q:FDm-s:Pl=w r 'p�'pUtHE rqy, Town of Barnstable u7 ~pe Regulatory Services BAM9 SSBM . Thomas F. Geiler,Director i63q. �0 Conservation Division Robert W. Gatewood,Administrator 200 Main Street, Hyannis, MA 02601 E-mail:conservation@town.bamstable.ma.us Office: 508-862-4093 Fax: 508-778-2412 September 9, 2010 Mr. Joseph Apsey-Vaughn 34 Great Hill Road Sandwich, MA 02563 RE: 1881 Old Stage Road Construction of well Dear Joe, Thank you for taking the time to discuss your property at 1881 Old Stage Road yesterday. As we discussed, the area disturbed during the construction of the well is just over the edge into the 100' buffer. Within the next 3 weeks, you will,need to fill in the area around the well and return it to its natural grade, in particular the north side of the well. After grading is complete please plant with rye or fescue seed. Please call if you have any questions. Sincerely; arcy K)le Conservation Agent i Town of Barnstable F THE Tp� 110 '0 Regulatory Services aARNsiesLF- Thomas F.Geller,Director Mass 94, 1 59. � Building Division �TED �n Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vtww,to wn.b a r ns to b l e.m a.us Office: 508-862-4038 Fax: 508=790-6230 HOMEOWNER LICENSE EXEMPTION aPlease Print DATE: / CPO 10 JOB LOCATION: 1 O I O L STA cye 1q D (•�• t�G Sj fSLL number street �1 O village "HOMEOWNER": nS��P� ���Z'✓��I� � I�-0'3G"��g� name c home phone# work phone# CURRENT MAILING ADDRESS: 9 G ` L"j a�j CM ho gzAi�)o S &S Cy city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached'or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the'building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department um inspection procedures and requirements and that he/she will comply with said procedures and r en ature o omcowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such worst,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that_they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems,particularly when the homeowner hires unliccnt ed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure'that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by. several towns. You may care t amend.and adopt such a form/certification for use in your community. i fl•fnrmc•hn.n.�v.mnt i oFIHE r Town of Barnstable Regulatory Services 81R'rGTA13 Thomas F.Geiler,Director uusv. 16 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and,Sign.This. Section If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work au orized by this building permit application for. (Address of J r Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse -side. n•snDnrC-lIUMFDPFRMLCCI(1N E k 21746 P:o 60 a6637 L MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 01-31-2007 & 03:42pm Ctlg: 1631 Doc': 6677 DEED Fee. $649.80 Cons: $190B000o00 Wells Fargo Bank,N.A.,as Trustee for Option One Mortgage Loan Trust 2001-D,Asset-Backed Certificates, Series 2001-D with an address of 1015 loth Avenue SE,Minneapolis,MN 55414 in consideration of One Hundred Ninety Thousand and 00/100ths($190,000.00)dollars,grants to Joseph Apsey Vaughn of 6890 Swan Road, Colorado Springs, CO, 80908, with Quitclaim covenants, The land and buildings on 1881 Old Stage Road,West Barnstable,Barnstable County, Massachusetts,being more particularly described;in the attached Exhibit"A",which Exhibit is incorporated herein by reference. This is not a sale of all or substantially all of the grantor's assets. For Grantor's title see deed recorded with the Barnstable County Registry of Deeds in Book 21632,Page 41. Witness the execution this 2`7 day of LQ.I�`C 2007. Wells Fargo Bank,N.A.,as Trustee for Option One Mortgage N Loan Trust 2001-D,Asset-Backed Certificates,Series 2001-D By its attorney in fact,Option One Mortgage Corporation By: janv yord Its: lazinant aeCretary �4 y 3 STATE OF CALIFORNIA aCounty �' ,2007 Then personally appeared the above named u� K-9-- A of Option One Mortgage Corporation,Attorney in Fact 4 Wells Fargo Bank,N.A.,as Trustee for Option 0 One Mortgage Loan Trust 2001-D, Asset-Backed Certificates, Series 2001-D and acknowledged the foregoing instrument to be his/her free act and deed in said capacity and the free act and deed of Option 0000 One Mortgage Corporation,Attorney in Fact for Wells Fargo Bank,N.A.,as Trustee for Option One CA Mortgage Loan Trust 2001-D,Asset-Backed Certificates, Series 01 ,before me, H Q � , Notary PX1 is o. My co in ssiVx Tres: a JACOB ARIAS Commmon*1571572 r r IT X NOW ROW-C MOrnto �y B�R:IST:BLE OUN f � EXCISE TA:, $A6:�,1TAf•LE COUNTY REGISTRY OF DEEDS ' Orange County Da p= f.1-' —^t+r 7 01?�n f:2Rm cYr;:rvc Aix 22.200 C1;iF= 16321 Doc'Tz 66377 F__* 4=3.-0 t_or:s= $19iIY000.00 EXHIBIT A DESCRIPTION The land, together with buildings .thereon located in Abb Town of Barnstable (West), Barnstable County,Massachusetts bounded and described as follows: Beginning at the Northeasterly corner of the granted premsises at the ppoint where the sideline of the service road south of Route 6 and the Centerville-West Barnstable Road (n.k.a. Old Stage Road)intersect;thence WESTERLY along the Southerly sideline of the service road, Two Hundred (200)feet to land now or formefly:of Elise K Otis and Lillian M. ... Atwood;thence SOUTHERLY by land now or formerly.of Elise M. Otis and Lillian M. Atwood, to land now or formerly of Mary Jenkins;thence EASTERLY by said land now or formerly of Mary Jenkins, Two Hundred(200) feet,more or less to the Westerly sideline of Old Stage Road; thence NORTHERLY by the Old Stage Road to the point of the beginning. . Containing One (1) acre, more or less. Being the same property shown as the "Gloria Fernandes"parcel on a plan entitled "Division Plan of Land in Barnstable, MA, prepared for Nickulas Building- Co., Scale 1" = 50'; September 5, 1996", which plan is duly recorded in Barnstable County Registry of Deeds in Plan Book 529,Page 17. BARNSTABLE REGISTRY OF DEEDS Affidavit of Substantial Financial Interest (0990 Swgva Rai I,JO'SEP PSE U&t- Q of 1c)SQgIwcrs C Q, OR on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map i S , Parcel 00 I The address of the property is i E 81 O L fl . 5,-M sc Kv N , Wcsr 6 gL6MDLt M A- 2. 1 have 1 DO % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is 9- 10--a® I0 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is -10 — 01C)1 have had a 1% or greater-legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest: 7. Within this month, I have submitted -O building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received O building permits for properly in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of ury, t 's >Uty of Sc_-9, 200p 2001-0050/affin 1 The Common*eaYth ofMassachusett±s - Department of1'ndustrialAccidenis Office oflnvestigations 600 Washington Street Boston,MA 02111' • wtvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Bufiders/Coittractors/Electridans/Plui nbers [cant Information .Please Printl,e ' 1 Name(BusinesslDrgadnfiow'lndividud): t-( 5 — 'i/ CTh N. . •A-d&ess Ci /swe/Zip l o� o ,P � o. l 3 Are you an employer? Checkfhe appropriate bo • .'type of pioject(required):. 4. ❑ I am a general coigmtor and I 1:❑ I am a employer wifli 6. Dff New constriction . employees(full and/or part•fame).*• have hired the sub-contractors listed on 2:El I am a'sole proprietor or pUtner- ihe•attaehed sheoi: 7• ❑�od� ship and have no enaployres These sub-contractors have 8. El Demolition ng for me in any capacity. �P1oY ,9 and have wo$cers' 9. ❑Building addition [NO wOrl ml Comp. � ,inenranrr. ' 5. ❑ We are a corporation and its 10.[JElechicalrepairs or additions re4��] officers have exercised their 11.❑ repairs or repa or additions ' '3. I am a homeovi=doing a-work . - �el£[No ,comp• rightof exemption per MGL 12.❑Roofrepairs insurance read-]t c. 152,•§1(4),and wa have no 13.❑Other — employees.[No workers' comp.insurance required] *Any applleant that cheats box#1 roust also M nut the section below showing uteri wmtoas'compensation p08oy inbmn1Hcm t ocM.Y ho'submit$is affidavit fndieating tbeyam doing ail work and diem hire outside.conkaatm must submit anew affi"tmdicating such. . tContrs.ton that cluck thilbox must sdadied w aMff and dwet showing fa memo of the sub-cantractm and state whether ornattbose entities have mploy=• ff tlu t�r'a hai�a w0oyccs fl ymmst provide then•workers'comp.po8dy nwnber. I arri an emproyer that tsprovra7ng workers'compensation insurancefor my employees. Below isAepoltay and job site' information. Tnsmranm CompanyNaloae: Policy#or Self-ius.Ve.#: Expiration Date: Job Site Address: city/gip' Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Fafl=.to.secure.coverage as required rider SectionZA of MGL e. 152 can lead to the imposition of criminal penalties of a fine tip tb$1,500.00 and/or one-year iqris®aent;as well as civil pmal&s in the form of a STOP WORR.ORDER and a fi m• of up to S250.00 a day against&Q violator:-Be advised that a copy:of tins-state mmit may be forQvarded to the-Office of' . 'ors of the brA fur' covers verification. I'do hereby a the p ' •acid penalties of perjury that the brformadon prelded above,is true and correct Si store: Date: Phone O use only. Da not write • this area,tb be completed by clay or town official. City or-Town•' Termit/Llcense# Issuing Authority(eirde one): I.Board of Health.2.BuildiligDepartment 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other ` Contkct Person: Phone#• 1 r REScheck Software Version 4.3.1 Compliance Certificate Project Title: New Residence Energy Code: 2009 IECC Location: Falmouth,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 90 deg.from Ndrth Conditioned Floor Area: 2984 ft2 Glazing Area Percentage: 14% Heating Degree Days: 5916 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 1881 Old Stage Road Joe Vaughn W Barnstable,MA Vaughn Home Builders Passes using performance alternative Compliance:0.6%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1406 30.0 0.0 49 Ceiling 2:Cathedral Ceiling(no attic) 180 30.0 0.0 6 , Wall 1:Wood Frame,16"o.c. 852 21.0 0.0 38 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 110 0.300 33 SHGC:0.32 Orientation:Front Window 2:Wood Frame:Double Pane with Low-E 25 0.300 8 SHGC:0.28 Orientation:Front Window 3:Wood Frame:Double Pane with Low-E 27 0.280 8 SHGC:0.30 Orientation:Front Door 1:Solid 21 0.200 4 Orientation:Front Wall 2:Wood Frame,16"o.c. 986 21.0 0.0 49 Orientation:Back Window 4:Wood Frame:Double Pane with Low-E 50 0.300 15 SHGC:0.32 Orientation:_Back Window 5:Wood Frame:Double Pane with Low-E 33 0.300 10 SHGC:0.28 Orientation:Back Door 2:Glass 40 0.310 12 SHGC:0.28 Orientation:Back Wall 3:Wood Frame,16"o.c. 476 21.0 0.0 25 Orientation:_Left.Side Window 6:Wood Frame:Double Pane with Low-E 41 0.300 12 SHGC:0.32 Orientation:Left Side ; Wall 4:Wood Frame.16"o.c. 476 21.0 0.0 24 Orientation:Right Side Window 7:Wood Frame:Double Pane with Low-E 39 0.300 12 SHGC:0.32 Orientation:Right Side Project Title: New Residence Report date:09/14/10 Data filename: Untitled.rck Page 1 of 6 Window 8:Wood Frame:Double Pane with Low-E 17 0.280 5 SHGC:0.30 Orientation:Right Side Floor 1:All-Wood Joist/Truss:Over Outside Air 18 30.0 0.0 1 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 484 30.0 0.0 16 Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 1024 30.0 0.0 34 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Residence Report date:09/14/10 Data filename: Untitled.rck Page 2 of 6 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors.describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with low-E,U-factor.0.280 For windows without labeled U-factors.describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors.describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Wood Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: Project Title: New Residence Report date:09/14/10 Data filename: Untitled.rck Page 3 of 6 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Wood Frame:Double Pane with Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.200 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Outside Air,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 3:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door iambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. O Wood-buming fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post roughin blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (� Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Project Title: New Residence Report date: 09/14/10 Data filename: Untitled.rck Page 4 of 6 Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturers installation instructions. 0 Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply duds. All joints and seams of air duds,air handlers,filter boxes,and building cavities used as return duds are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal dud connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible dud connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). Dud tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test Less than or equal to 238.7 cfm(8 cfm per 100 ft2 of conditioned floor area). , (2)Postoonsbudion total leakage test(including air handler enclosure):Less than or equal to 358.1 cfm(12 dm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 179.0 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough4n total leakage test without air handler installed:Less than or equal to 119.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Siang: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light Timer switches on pool heaters and pumps are present Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over90 degrees F(32-degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy.is from site-recovered energy or solar energy source. Lighting Requirements: O A minimum of 50 percent of the lamps in permanently installed lighting fatures can be categorized as one of the following: Project Title: New Residence �... � � Report date:09/14/10 Data filename: Untitied.rck Page 5 of 6 (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent - (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: O Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F.b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also Pei,Id to satisfy requirement V). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: New Residence Report date:09/14/10 Data filename: Untitled.rck Page 6 of 6 C2009 IECC Energy �J( Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation- 30.00 Ductwork(unconditioned spaces►: Glass&D.. Window 0.30 0.32 Door 0.31 0.28 CoolingHeating & Water Heater: Name: Date: Comments: I i r ®Boise Cascade Single 9-1/2" AJS® 140 APG Joistl1stFloor1DR14 BC CALC@ 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 16 OCS I Repetitive Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR14 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: 10-10-14 10-10-14 BO,6-7/8" 131,3-1/2" B2,4-3/8" LL 270 Ibs LL 700 Ibs LL 263 Ibs DL 58 Ibs DL 175 Ibs DL 57 Ibs Total Horizontal Product Length=21-09-12 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 21-09-12 40 10 16 Controls Summary Value %Allowable . Duration Case Span Disclosure Pos. Moment 677 ft-Ibs 27.6% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -919 ft-Ibs 37.5% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 329 Ibs 28.0% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 875 Ibs 37.2% 100% 1 2- Left particular application.Output here based Cont. Shear 430 Ibs 37.1% 100% 1 2-Left on building code-accepted design properties and analysis methods. Total Load Defl. U1,940(0.066") 12.4% 16 2 Installation of BOISE engineered wood Live Load Defl. L/2,248 (0.057") 21.4% 16 2 products must be in accordance with Total Neg. Defl. L/-6,755 (-0.018") 3.6% 16 1 current Installation Guide and applicable Max Defl. 0.066" 6.6% 16 2 building codes.To obtain Installation Guide Span/Depth 13.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER@,AJS- Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST@,BC RIM BOARD-,BCI@, BO Wall/Plate 6-7/8"x 2-1/2" 329 Ibs n/a n/a Unspecified BOISE GLULAMTm,SIMPLE FRAMING 131 Beam 3-1/2"x 2-1/2" 875 Ibs 13.3% n/a Versa-Lam 1.7 SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Wall/Plate 4-3/8"x 2-1/2" 321 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 i ®Boise Cascade Single 9-1/2" AJS® 140 APG Joist\1stFloor\DR15 BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 16 OCS I Repetitive I Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR15 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: ' I 13-10-14 13-10-14 BO,6-7/8" B1,3-1/2" B2,6-7/8" . LL 340 Ibs LL 893 Ibs LL 340 Ibs DL 74 Ibs DL 223 Ibs DL 74 Ibs Total Horizontal Product Length=27-09-12 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 27-09-12 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,080 ft-Ibs 44.1% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -1,495 ft-Ibs 61.0% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 414 Ibs 35.2% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1,116 Ibs 47.5% 100% 1 2-Left particular application.Output here based u on building code-accepted design Cont. Shear 548 Ibs 47.3% 100% 1 1 -Right properties and analysis methods. Total Load Defl. L/1,035 (0.155 ) 23.2/0 16 2 Installation of BOISE engineered wood Live Load Defl. L/1,193(0.135") 40.2% 16 2 products must be in accordance with Total Neg. Defl. U-3,669 (-0.044") 6.5% 16 1 current Installation Guide and applicable Max Defl. 0.155" 15.5% 16 2 building codes.To obtain Installation Guide Span/Depth 16.9 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC@,BC FRAMER@,AJS- Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST@,BC RIM BOARD-,BCI@, BO Wall/Plate 6-7/8"x 2-1/2" 414 Ibs n/a n/a Unspecified BOISE GLULAM-,SIMPLE FRAMING 131 Beam 3-1/2"x 2-1/2" 1,116 Ibs 17.0% n/a Versa-Lam 2.0 SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Wall/Plate 6-7/8"x 2-1/2" 414 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. I Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1stFloor\DR16 BC CALC@ 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: lstFloor\DR16 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma ' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 4 - 2 5 1 1 1 1 10-11-00 10-11-00 BO B1 B2 LL 3,291 Ibs LL 3,876 Ibs LL 618 Ibs DL 4,083 Ibs DL 7,087 Ibs DL 1,105 Ibs SL 2,264 Ibs SL 5,120 Ibs SL 627 Ibs Total of Horizontal Design Spans=21-10-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 21-10-00 40 10 01-04-00 2 ,wall Unf. Lin. (plf) L 00-00-00 06-02-12 0 80 n/a 3 DR5 Conc. Pt. (Ibs) L 06-02-12 06-02-12 341 1,967 2,001 n/a 4 DR5 Conc. Pt. (Ibs) L 15-07-06 15-07-06 341 1,967 2,001 n/a 5 wall Unf. Lin. (plf) L 15-07-06 21-10-00 0 80 n/a 6 2nd floor Unf.Area(psf) L 00-00-00 06-02-12 40 10 01-04-00 7 2nd floor Unf.Area (psf) L 15-07-06 21-10-00 40 10 01-04-00 8 wall Unf. Lin. (plf) L 00-00-00 06-02-12 0 80 n/a 9 wall Unf. Lin. (plf) L 15-07-06 21-10-00 0 80 n/a 10 roof Unf.Area(psf) L 00-00-00 06-02-12 15 30 01-04-00 11 roof Unf.Area (psf) L 15-07-06 21-10-00 15 30 01-04-00 12 DR18 Conc. Pt. (Ibs) L 03-08-14 03-08-14 4,595 4,532 2,492 n/a 13 ceiling Unf.Area(psf) L 00-00-00 21-10-00 5 10 01-04-00 14 low roof Unf.Area(psf) L 00-00-00 21-10-00 15 35 01-04-00 Controls Summary Value %,Allowable Duration Case Span Disclosure Pos. Moment 32,841 ft-Ibs 89.5% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -23,509 ft-Ibs 64.1% 115% 2 2-Left be verified by anyone who would rely on End Shear 9,152 Ibs 67.2% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 9,841 Ibs 72.2%- 115% 2 1 -Right particular application.Output here based Total Load Defl. U383(0.342") 62.6% 13 1 on building code-accepted design Live Load Defl. L/645 0.203" properties and analysis methods. ( ) 55.8% 13 1 Installation of BOISE engineered wood Total Neg. Defl. U-2,773(-0.047") 8.7% 13 2 products must be in accordance with Max Defl. 0.342" 34.2% 13 1 current Installation Guide and applicable Span/Depth 11.0 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC@,BC FRAMER@,AJS-, Design meets Code minimum(L/360) Live load deflection criteria. ALLJOIST@,BC RIM BOARD-,BCI@, Design meets arbitrary(1")Maximum load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Minimum bearing length for BO is 2-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Minimum bearing length for 61 is 4-1/8". VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Cascade,L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 i ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1 stFloor\DR16 BC CALC@ 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR16 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d— Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for 0 0 -f 0 0 0 ` particular application.Output here based c on building code-accepted design i properties and analysis methods. • • Installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=6-7/8" or ask questions,please call (800)232-0788 before installation. b minimum=3" d = 12" e minimum=3" BC CALC®,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARDT"' BCI@, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTM',SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Cascade,L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\DR17 BC CALC@ 3.0 Design Report-US Service class 113 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR17 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 9 2 1 12 4 1 1 1 1 1 1 1 8 1 13 1131 1 I 1 1 1 1 1 11 5 1 11 1 13-10-00 07-08-00 14-02-00 BO B1 B2 B3 LL 8,942 Ibs LL 20,794 Ibs LL 19,840 Ibs LL 10,019 Ibs DL 3,357 Ibs DL 6,531 Ibs DL 6,372 Ibs DL 5,881 Ibs SL 8 Ibs SL 303 Ibs SL 3,419 Ibs Total of Horizontal Design Spans=35-08-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 35-08-00 40 10 14-00-00 2 wall Unf. Lin. (plf) L 00-00-00 26-00-04 0 60 n/a 3 DR11 plf Unf. Lin. (plf) L 00-00-00 14-00-00 939 352 n/a 4 DR12 plf Unf. Lin. (plf) L 14-00-00 21-04-00 484 217 n/a 5 stairs Unf.Area (psf) L 14-00-00 17-08-00 40 10 07-00-00 6 2nd fl Unf.Area(psf) L 21-04-00 26-00-04 40 10 14-00-00 7 wall Unf. Lin. (plf) L 21-04-00 26-00-04 0 60 n/a 8 attic Unf.Area (psf) L 21-04-00 26-00-04 20 10 14-00-00 9 DR10 Conc. Pt. (Ibs) L 26-00-04 26-00-04 3,255 1,388 60 n/a 10 DR10 Conc. Pt. (Ibs) L 33-03-12 33-03-12 4,006 2,063 705 n/a 11 2nd fl Unf.Area(psf) L 33-03-12 35-08-00 40 10 14-00-00 12 wall Unf. Lin. (plf) L 33-03-12 35-08-00 0 60 n/a 13 attic Unf.Area (psf) L 33-03-12 35-08-00 20 10 14-00-00 14 dr19 Conc. Pt. (Ibs) R 00-00-00 00-00-00 579 2,131 2,858 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 36,462 ft-Ibs 85.7% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -35,129 ft-Ibs 82.6% 100% 18 1 -Right be verified by anyone who would rely on End Shear -11,168 Ibs 70.7% 100% 14 3-Right output as evidence of suitability for Cont. Shear 14,532 Ibs 92.0% 100% 18 1 -Right particular application.Output here based Total Load Defl. U286 (0.58") 83.8% 13 1 on building code-accepted design properties and analysis methods. Live Load Defl. U389(0.427") 92.6% 13 1 Installation of BOISE engineered wood Total Neg. Defl. U-564(-0.163") 42.6% 13 2 products must be in accordance with Max Defl. 0.58" 58.0% 13 1 current Installation Guide and applicable Span/Depth 14.3 n/a 3 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC@,BC FRAMER@,AJSTm, Design meets Code minimum (U360)Live load deflection criteria. ALLJOIST@,BC RIM BOARDTm BCI@, Design meets arbitrary(1")Maximum load deflection criteria. BOISE GLULAMT'" SIMPLE FRAMING Minimum bearing length for BO is 2-3/8". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for 61 is 5-1/4". PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@are Minimum bearing length for B2 is 5". trademarks of Boise Cascade,L.L.C. Minimum bearing length for B3 is 3-5/8". Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\DR17 BC CALC®3.0 Design Report- US Service class 113 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR17 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►� b —d— Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for • T• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood •1 • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALCO,BC FRAMER@,AJSTTM Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' ALLJOIST@,BC RIM BOARDTm,BCI@, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTm,SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from SYSTEM@,VERSA-LAM@,VERSA-RIM each side. PLUS@,VERSA-RIM@, Bolts are assumed to be Grade A307 or Grade 2 or higher. VERSA-STRAND@,VERSA-STUD@ are Member has no side loads. trademarks of Boise Cascade,L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in. Staggered Through Bolt Page 2 of 2 I ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR10 BC CALC®3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR10 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: a 2 A3 111i 07-07-00 BO,3-1/2" B1,3-1/2" LL 3,255 Ibs LL 4,006 Ibs DL 1,388 Ibs DL 2,063lbs SL 60 Ibs SL 705 Ibs Total Horizontal Product Length=07-07-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Types Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 07-07-00 40 10 14-00-00 2 wall Unf. Lin. (plf) L 00-00-00 07-07-00 0 60 n/a 3 attic Unf.Area(psf) L 00-00-00 07-07-00 20 10 14-00-00 4 DR9 Conc. Pt. (Ibs) L 06-09-04 06-09-04 891 802 765 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,031 ft-Ibs 57.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -4,202 Ibs 66.5% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U560(0.153") 42.9% 2 1 output as evidence of suitability for Live Load Defl. U796 (0.107") 45.2% 2 1 particular application.Output here based Max Defl. 0.153" 15.3% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 9.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,704 Ibs n/a 51.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 6,774 Ibs n/a 73.7% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(L/360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1 )Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Cascade,L.L.C. d— a c 01 • a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 i ®Boise Cascade Single 9-1/2" AJS® 14O APG Joistl2ndFloor\DR11 BC CALC@ 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 16 OCS I Repetitive Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR11 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: N2 3 13-10-14 13-10-14 4 BO,2-7/8" B1,4" B2,2-7/8" LL 330 Ibs LL 1,252 Ibs LL 398lbs DL 48 Ibs DL 469 Ibs DL 120 Ibs UP 29 Ibs Total Horizontal Product Length=27-09-12 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 27-09-12 40 10 16 2 wall Conc. Lin. (plf) L 17-06-14 17-06-14 0 60 16 3 attic Conc. Lin. (plf) L 17-06-14 17-06-14 280 140 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,918 ft-Ibs 78.3% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -2,316 ft-Ibs 94.5% 100% 1 2-Left be verified by anyone who would rely on End Reaction 517 Ibs 46.9% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1,722 Ibs 73.3% 100% 1 2-Left particular application.Output here based Cont. Shear 1,084 Ibs 93.5% 100% 1 2-Left on building code-accepted design properties and analysis methods. Uplift 29 Ibs n/a 16 1 -Left Installation of BOISE engineered wood Total Load Defl. L/539(0.306") 44.5% 16 2 products must be in accordance with Live Load Defl. L/725(0.227") 66.2% 16 2 current Installation Guide and applicable Total Neg. Defl. L/-1,337(-0.123") 17.9% 16 1 building codes.To obtain Installation Guide Max Defl. 0.306" 30.6% 16 2 or ask questions,please call Span/Depth 17.3 n/a 1 (800)232-0788 before installation. BC CALC@, BC FRAMER@,AJS-, %Allow %Allow ALLJOIST@,BC RIM BOARD rm,BCI@, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTm SIMPLE FRAMING BO Wall/Plate 2-7/8"x 2-1/2" 378 Ibs n/a n/a Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B1 Wall/Plate 4"x 2-1/2" 1,722 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, B2 Wall/Plate 2-7/8"x 2-1/2" 517 Ibs n/a n/a Unspecified VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Notes Design meets Code minimum(L1240)Total load deflection criteria. Design meets User specified (L1480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. I Page 1 of 1 i ®Boise Cascade Single 9-1/2" AJS® 14O APG Joistl2ndFloor\DR12 BC CALL®3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 12 OCS Repetitive Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR12 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: N2 3 1 G 13-11-02 BO,2-1/4" B1,2-7/8" LL 484 Ibs LL 353 Ibs DL 217 Ibs DL 122 Ibs Total Horizontal Product Length=13-11-02 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 13-11-02 40 10 12 2 wall Conc. Lin. (plf) L 03-08-04 03-08-04 0 60 12 3 ceiling/attic Conc. Lin. (plf) L 03-08-04 03-08-04 280 140 12 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,173 ft-Ibs 88.7% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 701 Ibs 67.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/460(0.355") 52.2% 1 1. output as evidence of suitability for Live Load Defl. L/655(0.25") 73.3% 1 1 particular application.Output here based Max Defl. 0.355" 35.5% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/4"x 2-1/2" 701 Ibs n/a n/a Unspecified or ask questions,please call 131 Wall/Plate 2-7/8"x 2-1/2" 475 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMTm SIMPLE FRAMING Design meets User specified (L/480) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Cascade,L.L.C. Page 1 of 1 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eaml2ndFloor1DR13 BC CALC@ 3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR13 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: i IF 11 s IF I 3 1 08-00-00 BO,3-1/2" B1,3-1/2" LL 1,120 Ibs LL 1,120lbs DL 1,403 Ibs DL 1,398 Ibs SL 1,680 Ibs SL 1,680 Ibs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 08-00-00 40 10 01-04-00 2 wall Unf. Lin. (plf) L 00-00-00 07-04-08 0 8 n/a 3 attic Unf.Area(psf) L 00-00-00 08-00-00 20 10 09-00-00 4 roof ' Unf.Area(psf) L 00-00-00 08-00-00 15 30 14-00-00 5 shed roof Unf.Area(psf) L 00-00-00 08-00-00 35 15 01-04-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,470 ft-Ibs 46.5% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 3,064 Ibs 42.2% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/592 (0.153") 40.5% 2 1 output as evidence of suitability for Live Load Defl. U888 (0.102") 40.5% 2 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.153" 15.3/0 2 1 properties and analysis methods. Span/Depth 9.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,203 Ibs n/a 45.7% Unspecified or ask questions,please call 131 Post 3-1/2"x 3-1/2" 4,198 Ibs n/a 45.7% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARDTm,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram L�b d—� a ,1 a minimum= 2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 f ®Boise Cascade Triple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR18 BC CALC®3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR18 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 9 1 11 6 2 1 22-04-00 BO,4" B1,4" LL 4,597 Ibs LL 4,595 Ibs DL 4,556 Ibs DL 4,532 Ibs SL 2,513 Ibs SL 2,492 Ibs Total Horizontal Product Length=22-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 22-04-00 40 10 09-00-00 2 ceiling Unf.Area (psf) L 00-00-00 22-04-00 5 10 02-00-00 3 wall Unf. Lin. (pif) L 00-00-00 03-08-00 0 40 n/a 4 wall Unf. Lin. (plf) L 03-08-00 18-04-00 0 80 n/a 5 wall Unf. Lin. (plf) L 18-04-00 22-04-00 0 40 n/a 6 ceiling Unf.Area(psf) L 00-00-00 03-08-00 5 10 07-00-00 7 ceiling Unf.Area (psf) L 03-08-00 18-04-00 5 10 09-00-00 8 ceiling Unf.Area (psf) L 18-04-00 22-04-00 5 10 07-00-00 9 roof Unf.Area (psf) L 00-00-00 03-08-00 15 30 05-06-00 10 roof Unf.Area(psf) L 03-08-00 18-04-00 15 30 08-06-00 11 roof Unf.Area(psf) L 18-04-00 22-04-00 15 30 05-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 64,763 ft-Ibs 46.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 9,547 Ibs 34.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/573(0.456") 41.9% 2 1 output as evidence of suitability for Live Load Defl. U948(0.276") 38.0% 2 1 particular application.Output here based Max Defl. 0.456" 45.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4"x 5-1/4" 11,665 Ibs n/a 74.1% Unspecified or ask questions,please call B1 Wall/Plate 4"x 5-1/4" 11,619 Ibs n/a 73.8% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. I Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloor\DR18 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 . Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR18 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure .I Completeness and accuracy of input must LIb i d be verified by anyone who would rely on a output as evidence of suitability for ° c particular application.Output here based on building code-accepted design .? properties and analysis methods. Installation of BOISE engineered wood e ° ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=9-1/2" or ask questions,please call (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALC@,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD- BCI@, Nailing schedule applies to both sides of the member. BOISE GLULAMTm,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: 16d Sinker Nails PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Page 2 of 2 i ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR19 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR19 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 0 14-01-00 BO,4" B1,3" LL 579 Ibs LL 418 Ibs DL 2,131 Ibs DL 723 Ibs SL 2,858 Ibs SL 798 Ibs Total Horizontal Product Length=14-01-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 14-01-00 40 10 01-04-00 2 DR3 Conc. Pt. (Ibs) L 00-00-00 00-00-00 76 436 603 n/a 3 DR3 Conc. Pt. (Ibs) L 03-10-00 03-10-00 169 2,032 3,053 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 15,255 ft-Ibs 63.4% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 4,361 Ibs 40.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/301 (0.544") 79.9% 2 1 output as evidence of suitability for Live Load Defl. L/484(0.338") 74.3% 2 1 particular application.Output here based Max Defl. 0.544" 54.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 17.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 4"x 5-1/4" 5,567 Ibs n/a 35.3% Unspecified or ask questions,please call 131 Wall/Plate 3"x 5-1/4" 1,939 Ibs n/a 16.4% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Cascade,L.L.C. f—ib —d— a • • • 0 0 c i e 0 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. i Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Single 9-1/2" AJS® 25 MSR Joistl2ndFloor1DR20 BC CALC@ 3.0 Design Report-US Service class 111 span I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 16 OCS I Repetitive I Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR20 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: 17-10-08 BO 61,2-7/8" LL 475 Ibs LL 479 Ibs DL 119 Ibs DL 120 Ibs Total Horizontal Product Length=17-10-08 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 17-10-08 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,579 ft-Ibs 48.0% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 593 Ibs 59.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U476 (0.444") 50.4% 1 1 output as evidence of suitability for Live Load Defl. L/595 (0.355") 80.7% 1 1 particular application.Output here based Max Defl. 0.444" 44.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 22.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 3-1/2" 593 Ibs 62.5% n/a IUS3.56/9.5 or ask questions,please call B1 Wall/Plate 2-7/8"x 3-1/2" 598 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets User specified(L/480)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Header for the hanger IUS3.56/9.5 at BO is a Triple 1-3/4"x 24"VERSA-LAM®2.0 3100 SP. trademarks of Boise Cascade,L.L.C. Hanger IUS3.56/9.5 requires(8) 1 Od face nails, (2)Strong-Grip joist nails. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam12ndFloor\DR5 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR5 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 5 zTV 3 1 j I I g i y 09-07-00 � BO,3-1/2" B1,3-1/2" LL 341 Ibs LL 341 Ibs DL 1,950 Ibs DL 1,950 Ibs SL 2,010 Ibs SL 2,010 Ibs Total Horizontal Product Length=09-07-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 09-07-00 40 10 01-04-00 2 wall Unf. Lin. (plf) L 00-00-00 09-07-00 0 80 n/a 3 roof Unf.Area (psf) L 00-00-00 01-10-04 15 30 01-04-00 4 DR2 Conc. Pt. (Ibs) L 01-10-04 01-10-04 85 1,421 1,936 n/a 5 DR2 Conc. Pt. (Ibs) L 07-08-12 07-08-12 85 1,421 1,936 n/a 6 roof Unf.Area(psf) L 07-08-12 09-07-00 15 30 01-04-00 Controls Summary Value %,Allowable Duration Case Span Disclosure Pos. Moment 7,297 ft-Ibs 45.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 4,067 Ibs 56.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U449 (0.244") 53.5% 2 1 output as evidence of suitability for Live Load Defl. L/832 (0.132") 43.3% 2 1 particular application.Output here based Max Defl. 0.244" 24.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %,Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,301 Ibs n/a 46.8% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,301 Ibs n/a 46.8%' Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM Notes ALLJOISTO,BC RIM BOARD-,BCIO, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMT"° SIMPLE FRAMING Design meets Code minimum(L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@), VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram L—I b —d— a �--• �• • c a minimum=2" c=5-1/2" b minimum= 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloor\DR8 BC CALCO 3.0 Design Report-US Service class 113 spans I No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR8 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 1 06-06-00 07-10-00 -08-00-00 v BO,4" 61,3-1/2" B2,3-1/2" B3,3-1/2" LL 48 Ibs LL 126 Ibs LL 140 Ibs LL 55 Ibs DL 315 Ibs DL 898 Ibs DL 1,055 Ibs DL 391 Ibs SL 396 Ibs SL 1,131 Ibs SL 1,330 Ibs SL 493 Ibs Total Horizontal Product Length=22-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load (ceiling) Unf.Area(psf) L 00-00-00 22-04-00 5 10 03-00-00 2 roof Unf.Area (psf) L 00-00-00 22-04-00 15 30 05-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,344 ft-Ibs 5.6% 115% 13 3-Internal Completeness and accuracy of input must Neg. Moment -1,840 ft-Ibs 7.6% 115% 19 2-Right be verified by anyone who would rely on End Shear -631 Ibs 5.8% 115% 13 3-Right output as evidence of suitability for Cont. Shear 1,074 Ibs 9.9% 115% 19 3-Left particular application.Output here based Total Load Defl. L/5,890(0.016") 4.1% 13 3 on building code-accepted design ° properties and analysis methods. Live Load Defl. L/9,971 (0.009 ) 3.6/0 13 3 Installation of BOISE engineered wood Max Defl. 0.016" 1.6% 13 3 products must be in accordance with Span/Depth 9.8 n/a 3 current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 4"x 5-1/4" 759 Ibs n/a 4.8% Unspecified BC CALL@,BC FRAMER@,AJS- 131 Post 3-1/2"x 5-1/4" 2,155 Ibs n/a 15.6% Unspecified ALLJOIST@,BC RIM BOARD-,BCI@, B2 Post 3-1/2"x 5-1/4" 2,525 Ibs n/a 18.3% Unspecified BOISE GLULAMTm,SIMPLE FRAMING B3 Post 3-1/2"x 5-1/4" 939 lbs n/a 6.8% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Design meets Code minimum(L1240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram L-1 b r----d a o o c i e. o 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\DR1 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: Level 3\DR1 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 5 a 22-04-00 BO,3-1/2" 61,3-1/2" LL 138 Ibs LL 130 Ibs DL 2,368 Ibs DL 2,339 Ibs SL 3,656 Ibs SL 3,629 Ibs Total Horizontal Product Length=22-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load(ceiling) Unf:Area(psf) L 00-00-00 04-00-00 5 10 07-00-00 2 Roof Unf.Area(psf) L 00-00-00 04-00-00 15 30 13-06-00 3 roof Unf.Area(psf) L 04-00-00 18-08-00 15 30 09-06-00 4 ceiling Unf.Area(psf) L 18-08-00 22-04-00 5 10 07-00-00 5 roof Unf.Area(psf) L 18-08-00 22-04-00 15 30 13-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 28,841 ft-Ibs 44.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 4,966 Ibs 27.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/374 (0.701") 64.1% 2 1 output as evidence of suitability for Live Load Defl. U599 (0.438") 60.1% 2 1 particular application.Output here based Max Defl. 0.701" 70.1% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 16.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Beam 3-1/2"x 5-1/4" 6,162 Ibs 44.7% 44.7% Versa-Lam 2.0 or ask questions,please call B1 Beam 3-1/2"x 5-1/4" 6,099 Ibs 44.3% 44.3% Versa-Lam 2.0 (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARDTm,BCI@, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAM-A SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Cascade,L.L.C. LI b —d— a • • • 0 o Icc 1 e ' 0 0 0 a minimum=2" c= 11" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31DR2 BC CALCO 3.0 Design Report- US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday, September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: Level 3\DR2 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: z 3 1 06-01-00 BO,3-1/2" 61,3-1/2 LL 85 Ibs LL 85 Ibs DL 1,421 Ibs DL 1,421 Ibs SL 1,936 Ibs SL 1,936 Ibs Total Horizontal Product Length=06-01-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary - Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load(ceiling) Unf.Area(psf) L 00-00-00 06-01-00 5 10 01-04-00 2 gable Unf. Lin. (plf) L 00-00-00 06-01-00 0 40 n/a 3 roof Unf.Area (psf) L 00-00-00 06-01-00 15 30 01-04-00 4 DR1 Conc. Pt. (Ibs) L 03-00-08 03-00-08 130 2,339 3,629 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,059 ft-Ibs 56.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 3,302 Ibs 45.5% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U804(0.084") 29.8% 2 1 output as evidence of suitability for Live Load Defl. U1,343(0.05") 26.8% 2 1 particular application.Output here based Max Defl. 0.084" 8.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 7.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3,443 Ibs n/a 37.5% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3,442 Ibs n/a 37.5% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Cascade,L.L.C. �b d— a c a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31DR3 BC CALC®3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: Level 3\DR3 Address: 1881 Old Stage Rd Specifier: be City, State,Zip: West Barnstable, Ma ' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: i i 04-00-00 — BO,3-1/2" B1,3-1/2" ILL 76 Ibs LL 169 Ibs DL 436 Ibs DL 2,023 Ibs SL 603 Ibs SL 3,053 Ibs Total Horizontal Product Length=04-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load(attic) Unf.Area(psf) L 00-00-00 04-00-00 20 10 01-04-00 2 DR1 Conc. Pt. (Ibs) L 03-02-00 03-02-00 138 2,368 3,656 n/a Controls Summary, Value %Allowable Duration Case Span Disclosure Pos. Moment 2,781 ft-Ibs 17.3% 115% 2 1 - Internal Completeness and accuracy of input must End Shear -3,245 Ibs 44.7% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. L/4,476(0.009") 5.4% 2 1 output as evidence of suitability for Live Load Defl. U7,302(0.006") 4.9% 2 1 particular application.Output here based Max Defl. 0.009" 0.9% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1,116 Ibs n/a 12.1% Unspecified or ask questions,please call B1 Beam 3-1/2"x 3-1/2" 5,244 Ibs 57.1% 57.1% Versa-Lam 2.0 (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM®, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram b d— a I L a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d.Sinker Nails Page 1 of 1 ®Boise Cascade Single 9-1/2" AJS® 140 APG Joistl1stFloor1DR14 1BC CALC@ 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 16 OCS I Repetitive I Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR14 Address: 1881 Old Stage Rd Specifier: be City State,Zip: West Barnstable, Ma' Designer. Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: I>Q w 10-10-14 10-10-14 2y BO,6-7/8- B1,33-1/2" 62,4-3/8" LL 270 lbs LL 700 lbs LL 263 lbs DL 58 lbs OL 175 lbs DL 57 lbs _ Total Horizontal Product Length=21-09-12 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90%, 1150/6 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 21-09-12 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 677 ft-lbs; 27.6% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -919 ft-lbs; 37.5% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 329 lbs 28.0% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 875 lbs 37.2% 100% 1 2-Left particular application.Output here based Cont.Shear 430 lbs; 37.1% 100% 1 2-Left properties building and code-acceptedlysis design properties and analysis methods. Total Load Defl. L/1,940(0.066") 12.4% 16 2 Installation of BOISE engineered wood Live Load Defl. U2,248(0.057") 21.4% 16 2 products must be in accordance with Total Neg.Defl. U-6,755(-0.018") 3.6% 16 1 current Installation Guide and applicable Max Defl. 0.066" 6.6% 16 2 building codes.To obtain Installation Guide Span/Depth 13.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC@,BC FRAMER@,AJST*, Bearing Supports Dim (L x ffl Value Support Member Material ALLJOIST@,BC RIM BOARD-.BCI@, BO Wall/Plate 6-7/8"x 2-1/2" 329 lbs n/a n/a Unspecified BOISE GLULAMTM SIMPLE FRAMING B1 Beam 3-1/2"x 2-1/2" 875 lbs 13.3% n/a Versa-Lam 1.7 SYSTEM@.VERSA-LAM@,VERSA-RIM B2 Wall/Plate 4-3/8"x 2-1/2" 321 lbs n/a n/a Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD&are trademarks of Boise Cascade,L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23132"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Single 9-1/2" AJS® 140 APG Joistl1stFloor1DR15 'BC CALC®3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 16 OCS Repetitive Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor\DR15 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144. Misc: x- Y, Y,t, t Jf t. 'Y 2 s M17 P t� F:•$�3' f"4F'S.i. V€ fi Y-CY }3 K.� y.X+F fi�'r3,+ � K:r'Ft,.�s�rc.r.�.�x t..,K i,.'�^Y-s _esr...ac.u.+�,i.r r�s.5�<i.� - �n.wz 2'J.f .t, �..� f 4 �..-_: �-.� 3; pa<. .•Y.�.�.4.,_ ✓',.". �.:�-.r-,�ray.,. ter.-..-.�. ....,zS' S.._... F ,.y 13-10-14 III 13-10-14 BO,6-7/8" 131,3-1/2" B2,6-7/8" . LL 340 Ibs LL 893 Ibs LL 340 lbs DL 74 Ibs DL 223 Ibs DL 74 Ibs Total Horizontal Product Length=27-09-12 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 27-09-12 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 1,080 ft-Ibs 44.1% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -1,495 ft-Ibs 61.0% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 414 Ibs 35.2% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1,116 Ibs 47.5% 100% 1 2-Left particular application.Output here based Cont.Shear 548 Ibs 47.3% 100% 1 1 -Right on building code-accepted design properties and analysis methods. Total Load Defl. U1,035(0.155") 23.2% 16 2 Installation of BOISE engineered wood Live Load Defl. U1,193(0.135") 40.2% 16 2 products must be in accordance with Total Neg. Defl. U-3,669(-0.044") 6.5% 16 1 current Installation Guide and applicable Max Defl. 0.155" 15.5% 16 2 building codes.To obtain Installation Guide Span/Depth 16.9 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER@,AJSTA1 Bearing Supports Dim.(L x W) Value Support Member Material ALWOIST@,BC RIM BOARD-,BCI@, BO Wall/Plate 6-7/8"x 2-1/2" 414 Ibs n/a n/a Unspecified BOISE GLULAM-,SIMPLE FRAMING B1 Beam 3-1/2"x 2-1/2" 1,116 Ibs 17.0% n/a Versa-Lam 2.0 SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Wall/Plate 6-7/8"x 2-1/2" 414 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23132"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beaml1stFloor1DR16 BC CALC@ 3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor1DR16 Address: 1881 Old Stage Rd Specifier. be City State,Zip: West Barnstable, Ma' Designer. Customer. Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: o I I 8 I I I 1a I 1 1 I I s I � Ak �. C.•F ,st;y ti„ '� L. $'�- �,, a .r�. � c r i. ' :G� x�. r :s k,� a �' V' 10-11-00 Ak 10-11-00 BO B1 B2 LL 3,291 lbs LL 3,876 lbs LL 618 lbs DL 4,083 lbs DL 7,087 lbs DL 1.105 lbs SL 2,264 lbs SL 5,120 lbs SL 627 lbs Total of Horizontal Design Spans=21-10-00 Load Summary Live Dead Snow Wind Roof Live Trib.(in.) Tag Description Load Type Ref. Start End 100% 90% 1159/6 133% 125"/6 1 Standard Load Unf.Area(psf) L 00-00-00 21-10-00 40 10 01-04-00 2 wall Unf.Lin.(plf) L 00-00-00 06-02-12 0 80 n/a 3 DR5 Conc. Pt.(lbs) L 06-02-12 06-02-12 341 1,967 2,001 n/a 4 DR5 Conc. Pt.(lbs) L 15-07-06 15-07-06 341 1,967 2,001 n/a 5 wall Unf. Lin.(plf) L 15-07-06 21-10-00 0 80 n/a 6 2nd floor Unf.Area(psf) L 00-00-00 06-02-12 40 10 01-04-00 7 2nd floor Unf.Area(psf) L 15-07-06 21-10-00 40 10 01-04-00 8 wall Unf. Lin.(plf) L 00-00-00 06-02-12 0 80 n/a 9 wall Unf.Lin.(plf) L 15-07-06 21-10-00 0 80 n/a 10 roof Unf.Area(psf) L 00-00-00 06-02-12 15 30 01-04-00 11 roof Unf.Area(psf) L 15-07-06 21-10-00 15 30 01-04-00 12 DR18 Conc.Pt (lbs) L 03-08-14 03-08-14 4,595 4,532 2,492 n/a 13 ceiling Unf.Area(psf) L 00-00-00 21-10-00 5 10 01-04-00 14 low roof Unf.Area(psf) L 00-00-00 21-10-00 15 35 01-04-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 32,841 ft-lbs 89.5% 115% 13 1 -Internal Completeness and accuracy of input must Neg.Moment -23,509 ft-lbs 64.1% 115% 2 2-Left be verified by anyone who would rely on End Shear 9,152 lbs 67.2% 115% 13 1 -Left output as evidence of suitability for Cont.Shear 9,841 lbs; 72.2% 115% 2 1 -Right particular application.Output here based Total Load Defl. U383(0.342") 62.6% 13 1 on building code-accepted design Live Load Defl. U645(0.203") 55.8% 13 1 properties and analysis methods. Installation of BOISE engineered wood Total Neg. Defl. U-2,773(-0.047") 8.7% 13 2 products must be in accordance with Max Defl. 0.342" 34.2% 13 1 current Installation Guide and applicable Span/Depth 11.0 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC@,BC FRAMER@,AJSTM, Design meets Code minimum(U360)Live load deflection criteria. ALUOIST@,BC RIM BOARD- BCI@, Design meets arbitrary(1")Maximum load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for BO is 2-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for B1 is 4-1/8" PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Cascade,L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 ®BolseCascade Triple 1-3/4" x 11-7/8" VERSA-LAW 2.0 3100 SP Floor l3eaml1stFloor1DR16 `BC CALCO 3.0 Design Report-US Service class 112 spans I No cantilevers 10/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor1DR16 Address: 1881 Old Stage Rd Specifier. be City,State,Zip: West Barnstable, Ma' Designer. Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure j b F - I►—d— Completeness and accuracy of input must a ( I be verified by anyone who would rely on —�• • • A output as evidence of suitability for o o particular application.Output here based c on building code-accepted design properties and analysis methods. 0 1 0 Installation of BOISE engineered wood e o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide 12" or ask questions,please call b minimum=3" d= a minimum=2" c= (800)232-0788 before installation. e minimum=3" BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD- BCI@, Connection design assumes point load is`top4oaded'. For connection design of'side-loaded' BOISE GLULAM-,SIMPLEFRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRANDO,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Cascade,L.L.C. Connectors are: 16d Sinker Nails Page 2 of 2 ®Bo ise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...1DR17 BC CALC®3.0 Design Report-US Service class 113 spans I No cantilevers 10/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor1DR17 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable,Ma' Designer: Customer: Joe Vaughn. Company: Shepley Wood Products Code reports: ESR-1040 Misc: V V - 1 1 I I II I I 11 121 l : l I I I I I12 l I 141 1 1 1 1I 8 13 -� ----�_-�--�-- _v. 131 _ .1. ._ 1 _. I11. 5 I 6 11 id I j i I I I i jI I i I F �ns�s y u'; uk- v^k��. ,a r'. t M .ty.- tY ] {* ��+�"� -� •Y3'DSO...fiz;4 ,�`S t �r.ss� f` i .SS.'`` t,{ �:-.n„e`a.�c 'C 1'�Uc 13-10-00 A 07-08-00 A 14-02-00 BO 131 B2 B3 LL 8,942 Ibs LL 20,794 Ibs LL 19,840 Ibs LL 10,019 Ibs DL 3,357 Ibs DL 6,531 Ibs DL 6,372 Ibs DL 5,881 Ibs SL 8 Ibs SL 303 Ibs SL 3,419 Ibs Total of Horizontal Design Spans=35-08-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 35-08-00 40 10 14-00-00 2 wall Unf.Lin.(plf) L 00-00-00 26-00-04 0 60 n/a 3 DR11 plf Unf.Lin. (plf) L 00-00-00 14-00-00 939 352 n/a 4 DR12 plf Unf. Lin.(plf) L 14-00-00 21-04-00 484 217 n/a 5 stairs Unf.Area(psf) L 14-00-00 17-08-00 40 10 07-00-00 6 2nd fl Unf.Area(psf) L 21-04-00 26-00-04 40 10 14-00-00 7 wall Unf. Lin.(plf) L 21-04-00 26-00-04 0 60 n/a 8 attic Unf.Area(psf) L 21-04-00 26-00-04 20 10 14-00-00 9 DR10 Conc. Pt. (Ibs) L 26-00-04 26-00-04 3,255 1,388 60 n/a 10 DR10 Conc.Pt.(Ibs) L 33-03-12 33-03-12 4,006 2,063 705 n/a 11 2nd fl Unf.Area(psf) L 33-03-12 35-08-00 40 10 14-00-00 12 wall Unf. Lin.(plf) L 33-03-12 35-08-00 0 60 n/a 13 attic Unf.Area(psf) L 33-03-12 35-08-00 20 10 14-00-00 14 drl9 Conc. Pt.(Ibs) R 00-00-00 00-00-00 579 2,131 2,858 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 36,462 ft-Ibs 85.7% 100% 14 1 -Internal Completeness and accuracy of input must Neg.Moment -35,129 ft-Ibs 82.6% 100% 18 1 -Right be verified by anyone who would rely on End Shear -11,168 Ibs 70.7% 100% 14 3-Right output as evidence of suitability for Cont Shear 14,532 Ibs 92.0% 100% 18 1 -Right particular application.Output here based Total Load Defl. U286(0.58") 83.8% 13 1 on building code-accepted design Live Load Defl. U389 0.427" 92.6% 13 1 properties and OISEanalysis methods. ( ) Installation of BOISE engineered wood Total Neg. Defl. U-564(-0.163") 42.6% 13 2 products must be in accordance with Max Defl. 0.58" 58.0% 13 1 current Installation Guide and applicable Span/Depth 14.3 n/a 3 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC®,BC FRAMER®,AJST", Design meets Code minimum(U360)Live load deflection criteria. ALUOIST@,BC RIM BOARDT°' BCI@, Design meets arbitrary(1")Maximum load deflection criteria. BOISE GLULAM7°/ SIMPLE FRAMING Minimum bearing length for BO is 2-3/8". SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Minimum bearing length for B1 is 5-1/4". VERSA-STRAND@,VERSA-0TUD@ are Minimum bearing length for B2 is 5. trademarks of Boise Cascade,L.L.C. Minimum bearing length for B3 is 3-5/8". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 ®Bolse Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...1DR17 BC CALC@ 3.0 Design Report-US Service class 113 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 1stFloor1DR17 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must (~ be verified by anyone who would rely on a I I output as evidence of suitability for • T-• • particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with •-1 • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM Connection design assumes point load is`top-loaded'. For connection design of'side4oaded' ALLJOISTO,BC RIM BOARD-,BCI@, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from SYSTEM@,VERSA-LAM@,VERSA-RIM each side. PLUS@,VERSA-RIM@, Bolts are assumed to be Grade A307 or Grade 2 or higher. VERSA-STRAND@,VERSA-STUD@ are Member has no side loads. trademarks of Boise Cascade,L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt Page 2 of 2 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor1DR10 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 10/12 slope Tuesday,September21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR10 Address: 1881 Old Stage Rd Specifier: be City State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: ' I 2 3 07-07-00 BO,3-1/2" B1,3-1/2- ILL 3,255 Ibs ILL 4,006 Ibs DL 1,388lbs DL2,063lbs SL 60 Ibs SL 705 Ibs Total Horizontal Product Length=07-07-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 07-07-00 40 10 14-00-00 2 wall Unf. Lin.(plf) L 00-00-00 07-07-00 0 60 n/a 3 attic Unf.Area(psf) L 00-00-00 07-07-00 20 10 14-00-00 4 DR9 Conc.Pt. (Ibs) L 06-09-04 06-09-04 891 802 765 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 8,031 ft-Ibs 57.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -4,202 Ibs 66.5% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U560(0.153") 42.9% 2 1 output as evidence of suitability for Live Load Defl. U796(0.107") 45.2% 2 1 particular application.Output here based 0.153" 15.3% 2 1 on building code-accepted design Max Defl. Span/Depth . n/a 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,704 Ibs n/a 51.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 6,774 Ibs n/a 73.7% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJS-, Notes ALLJOIST@,BC RIM BOARDTu,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary Maximum load criteria. PLUS@,VERSA-RIM@, g ry(1")Mi ld deflection rit VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram . a I ! I • - • c a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Single 9-1/2" AJS® 14O APG JoistUndFloorlDR11 BC CALC®3.0 Design Report-US Service class 112 spans I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 16 OCS Repetitive I Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: 2ndFloor\DR11 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: N2 3 _."t .,✓'' s' ,i . ..` n'E...�., ;" h',x �L-�F. t`7 ya..R '.,� � e. yw `'.tis�� .w icm _�'?; "'.` r� .: .�..;. 13-10-14 0J 13-10-14 BO,2-7/8" B1,4" B2,2-7/8- LL 330 Ibs LL 1,252 Ibs LL 398lbs DL 48 Ibs DL 469 Ibs DL 120 Ibs UP 29 Ibs Total Horizontal Product Length=27-09-12 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100%, 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 27-09-12 40 10 16 2 wall Conc. Lin.(plo L 17-06-14 17-06-14 0 60 16 3 attic Conc. Lin.(plf) L 17-06-14 17-06-14 280 140 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,918 ft-Ibs 78.3% 100% 16 2-Internal Completeness and accuracy of input must Neg.Moment -2,316 ft-Ibs 94.5% 100% 1 2-Left be verified by anyone who would rely on End Reaction 517 Ibs 46.9% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1,722 Ibs 73.3% 100% 1 2-Left particular application.Output here based 0 0 on building code-accepted design Cont.Shear 1,084 ibs 93.5/0 100/0 1 2-Left properties and analysis methods. Uplift 29 Ibs n/a 16 1 -Left Installation of BOISE engineered wood Total Load Defl. U539(0.306") 44.5% 16 2 products must be in accordance with Live Load Defl. U725(0.227") 66.2% 16 2 current Installation Guide and applicable Total Neg. Defl. U-1,337(-0.123") 17.9% 16 1 building codes.To obtain Installation Guide Max Defl. 0.306" 30.6% 16 2 or ask questions,please call Span/Depth 17.3 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSTm, %Allow %Allow ALUOIST®,BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Wall/Plate 2-7/8"x 2-1/2" 378 Ibs n/a n/a Unspecified SYSTEM@,VERSA-LAM®,VERSA-RIM B1 Wall/Plate 4"x 2-1/2" 1,722 Ibs n/a n/a Unspecified PLUS®,VERSA-RIM®, B2 Wall]Plate 2-7/8"x 2-1/2" 517 Ibs n/a n/a Unspecified VERSA-STRAND®,VERSA-STUD@are trademarks of Boise Cascade,L.L.C. Notes Design meets Code-minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®BolseCascade Single 9-1/2" AJS® 14O APG Joistl2ndFloor1DR12 BC CALC@ 3.0 Design Report-US Service class 1 1 1 span I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 12 OCS Repetitive Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor1DR12 Address: 1881 Old Stage Rd Specifier. be City,State,Zip: West Barnstable,Ma' Designer. Customer. Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: N2 3 I L 1 I i.r- �, y�?F� 1341-02 US BO,2-1/4" LL 484 Ibs B1,1 5322bs bs l DL 217 Ibs LL DL 22 Ibs Total Horizontal Product Length=13-11-02 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115°/" 133% 125"/6 1 Standard Load Unf.Area(psf) L 00-00-00 13-11-02 40 10 12 2 wall Conc.Lin.(plf) L 03-08-04 03-08-04 0 60 12 3 ceiling/attic Conc.Lin.(pit) L 03-08-04 03-08-04 280 140 12 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 2,173 ft-Ibs 88.7% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 701 Ibs 67.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L1460(0.355") 52.2% 1 1 output as evidence of suitability for Live Load Defl. U655(0.25") 73.3% 1 1 particular application.Output here based Max Defl. 0.355" 35.5% 1 1 on building code-accepted design Span/Depth 17.2 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x M Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/4"x 2-1/2" 701 Ibs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 2-7/8"x 2-1/2" 475 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSTM Notes ALUOIST@,BC RIM BOARDTM BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Design meets User specified(U480)Live load deflection criteria. SYSTEM@,VERSA-L AM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, glued and nailed to VERSA-STRAND@.VERSA-STUD@ are Composite El value based on 23/32"thick sheathing g 1 trademarks of Boise Cascade,L.L.C. Page 1 of 1 i SlSo.lseCascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor l3eam\2ndFloor\DR13 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor\DR13 Address: 1881 Old Stage Rd Specifier. be City,State,Zip: West Barnstable,Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 . Misc: - 2 131 v v_v ...r,r dlf+k' __ t�,_f.�.+..t.,l �c .�-- .'�, .._��x,.�. �' .r .+a � ayyf Y�;t� iC.-- � �.��•,a 3' P-scy?`� 4'T't'C . C"� u 08.00-00 BO,3-1/2" B1,3-1/2" LL 1,120 Ibs LL 1,1201bs DL 1,403 Ibs DL 1,398lbs SL 1,680lbs SL 1,680 Ibs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 08-00-00 40 10 01-04-00 2 wall Unf.Lin. (plD L 00-00-00 07-04-08 0 8 n/a 3 attic Unf.Area (psf) L 00-00-00 08-00-00 20 10 09-00-00 4 roof Unf.Area(psf) L 00-00-00 08-00-00 15 30 14-00-00 5 shed roof Unf.Area(psf) L 00-00-00 08-00-00 35 15 01-04-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos.Moment 7,470 ft-Ibs 46.5% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 3,064 lbs 42.2% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U592(0.153") 40.5% 2 1 output as evidence of suitability for Live Load Defl. U888(0.102") 40.5% 2 1 particular,application.Output here based Max Defl. 0.153" 15.3% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 9.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,203 Ibs n/a 45.7% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,198 Ibs n/a 45.7% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJS-, Notes ALUOISTV,BC RIM BOARDT°,BCI@, Design meets Code minimum(U240)Total load deflection criteria- BOISE GLULAM71° SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM 1")Maximum load deflection criteria. PLUS@,VERSA-RIM®, Design meets arbitrary( VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C- Connection Diagram b r d—� a I I i c a minimum=2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails I Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloorlDR18 BC CALC@ 3.0 Design Report-US Service class 1 1 span I No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor1DR18 Address: 1881 Old Stage Rd Specifier. be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 go l I i . l - .. 4 I I I 9 1 10 1 6 8 j 2 b 22-04-00 BO,4" B1,4" LL 4,597 lbs LL 4,595 lbs DL 4,556 lbs DL 4,532 lbs SL 2,513 lbs SL 2,492 lbs Total Horizontal Product Length=22-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 22-04-00 40 10 09-00-00 2 ceiling Unf.Area(psf) L 00-00-00 22-04-00 5 10 02-00-00 3 wall Unf.Lin.(plf) L 00-00-00 03-08-00 0 40 n/a 4 wall Unf. Lin.(plf) L 03-08-00 18-04-00 0 80 n/a 5 wall Unf. Lin.(plf) L 18-04-00 22-04-00 0 40 n/a 6 ceiling Unf.Area(psf) L 00-00-00 03-08-00 5 10 07-00-00 7 ceiling Unf.Area(psf) L 03-08-00 18-04-00 5 10 09-00-00 8 ceiling Unf.Area(psf) L 18-04-00 22-04-00 5 10 07-00-00 9 roof Unf.Area(psf) L 00-00-00 03-08-00 15 30 05-06-00 10 roof Unf.Area(psf) L 03-08-00 18-04-00 15 30 08-06-00 11 roof Unf.Area(psf) L 18-04-00 22-04-00 15 30 05-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 64,763 ft-lbs 46.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 9,547 lbs 34.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U573(0.456") 41.9% 2 1 output as evidence of suitability for Live Load Defl. U948(0.276") 38.0% 2 1 particular application.Output here based Max Defl. 0.456" 45.6% 2 on building code-accepted design properties and analysis methods. Span/Depth 10.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4"x 5-1/4" 11,665 lbs; n/a 74.1% Unspecified or ask questions,please call B1 Wall/Plate 4"x 5-1/4" 11,619 lbs n/a 73.8% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor l3eaml2ndFloor1DR18 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 . Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloorkDR18 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure Completeness and accuracy of input must b d ►� be verified by anyone who would rely on a output as evidence of suitability for "c ' particular application.Output here based on building code-accepted design oT properties and analysis methods. e Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=9-1/2" (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALC®,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD-,BCI@, Nailing schedule applies to both sides of the member. BOISE GLULAMTm,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: 16d Sinker Nails PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Page 2 of 2 6 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam12ndFloor1DR19 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor\DR19 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer. Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 0 I ,( ;. •'• - .r t ,� -6 .n G' �,�tg,or. p 14-01-00 BO,4" B1,3" LL 579 Ibs LL 418 Ibs DL 2,131 Ibs DL 723 Ibs SL 2,858 Ibs SL 798 Ibs Total Horizontal Product Length=14-01-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 14-01-00 40 10 01-04-00 2 DR3 Conc.Pt. (Ibs) L 00-00-00 00-00-00 76 436 603 n/a 3 DR3 Conc.Pt. (Ibs) L 03-10-00 03-10-00 169 2,032 3,053 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 15,255 ft-Ibs 63.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 4,361 Ibs 40.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U301 (0.544") 79.9% 2 1 output as evidence of suitability for. Live Load Defl. U484(0.338") 74.3% 2 1 particular application.Output here based Max Defl. 0.54.544" 54.4% 2 1 on building code-accepted design Span/Depth 1 1 properties and analysis methods. P P n Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 4"x 5-1/4" 5,567 lbs n/a 35.3% Unspecified or ask questions,please call B1 Wall/Plate 3"x 5-1/4" 1,939 Ibs n/a 16.4% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS- Notes ALUOISTO,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Cascade,L.L.C. b I�—d a o � o c i e 0 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Single 9-1/2" AJS®25 MSR Joist12ndFloor1DR2O `BC CALC@ 3.0 Design Report-US Service class 111 span I No cantilevers(Oil slope Tuesday,September 21,2010 Build 440 16 OCS I Repetitive I Glued&nailed construction File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor\DR20 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1144 Misc: .\%� �.'n..X�.-9c..�� S t�,7`..t',+• "`c'`J .1-n«s':` _ y.- �+.,..i.'t5. e+ sw''�.?',a'�tr -:a[f" .T.. � :u5 "F � 'L!.. .?; 17-10-08 BO B1,2-7/8" LL 475 Ibs LL 479 Ibs DL 119 Ibs DL 120 Ibs Total Horizontal Product Length=17-10-08 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125°/" 1 Standard Load Unf.Area(pso L 00-00-00 17-10-08 40 10 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,579 ft-Ibs 48.0% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 593 Ibs 59.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U476(0.444") 50.4% 1 1 output as evidence of suitability for Live Load Defl. U595(0.355") 80.7% 1 1 particular application.Output here based Max Defl. 0.444" 44.4% 1 1 on building code-accepted design Span/Depth 22.2 Na 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 3-1/2" 593 Ibs 62.5% n/a IUS3.56/9.5 or ask questions,please call B1 Wall/Plate 2-7/8"x 3-1/2" 598 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALOO,BC FRAMER@,AJS-, Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets User specified(U480)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM n meets arbitrary 1" Maximum load deflection criteria. PLUS@,VERSA-RIM@, Design ry( ) VERSA-STRAND@,VERSA-STUD@ are Header for the hanger IUS3.56/9.5 at BO is a Triple 1-3/4"x 24"VERSA-LAM®2.0 3100 SP. trademarks of Boise Cascade,L.LC. Hanger IUS3.56/9.5 requires(8)10d face nails,(2)Strong-Grip joist nails. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor l3eaml2ndFloor\DR5 BC CALC®3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 . File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor\DR5 Address: 1881 Old Stage Rd Specifier. be City,State,Zip: West Barnstable,Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: l I �� I ]3 1 l 8 v e_a v ,£� .�J i y r r� 3 M`; r; ,,, ,� � d �` ,.r � y� �r � nt r 5 's x 4-.�� .;. �• � ry-� '. "x3 n 1 ,r3 _} Z l'.� e w` `� Y..�. •"',___�. ' £ "�;' y,'wx to L'. ��Y''i s � ,..r. _) 09-07-00 BO,3-1/2" B1,3-1/2" LL 341 Ibs LL 341 Ibs DL 1,950 Ibs DL 1,950 Ibs SL 2,010 Ibs SL 2,010 Ibs Total Horizontal Product Length=09-07-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 09-07-00 40 10 01-04-00 2 wall Unf. Lin.(pig L 00-00-00 09-07-00 0 80 n/a 3 roof Unf.Area(psf) L 00-00-00 01-10-04 15 30 01-04-00 4 DR2 Conc.Pt. (Ibs) L 01-10-04 01-10-04 85 1,421 1,936 n/a 5 DR2 Conc.Pt. (Ibs) L 07-08-12 07-08-12 85 1,421 1,936 n/a 6 roof Unf.Area(psf) L 07-08-12 09-07-00 15 30 01-04-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,297 ft-Ibs 45.5% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 4,067 Ibs 56.0% 115% 2 1 -Leff be verified by anyone who would rely on Total Load Defl. U449(0.244") 53.5% 2 1 output as evidence of suitability for Live Load Defl. U832(0.132") 43.3% 2 1 particular application.Output here based Max Defl. 0.244" 24.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,301 Ibs n/a 46.8% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,301 lbs n/a 46.8% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- Notes ALUOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMT*' SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram L1 b l� I'_d a I ,� • r• • c s a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beaml2ndFloorlDR8 BC CALC®3.0 Design Report-US Service class 113 spans{ No cantilevers{0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description:2ndFloor\DR8 Address: 1881 Old Stage Rd Specifier. be City, State,Zip: West Barnstable,Ma' Designer. Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: I { I ( 121 1 1 1 1 j i j I II I I I I I I 1 I I I I 06-06-00 07-10-00 08-00-00 130,4" 61,3-1/2" B2,3-1/2" B3,3-1/2" LL 48 Ibs LL 126 Ibs LL 140 Ibs LL 55 Ibs DL 315 Ibs DL 898 Ibs DL 1,055 Ibs DL 391 Ibs SL 396 Ibs SL 1,131 Ibs SL 1,330 Ibs SL 493 Ibs Total Horizontal Product Length=22-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load(ceiling) Unf.Area(psf) L 00-00-00 22-04-00 5 10 03-00-00 2 roof Unf.Area(psf) L 00-00-00 22-04-00 15 30 05-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 1,344 ft-Ibs 5.6% 115% 13 3-Internal Completeness and accuracy of input must Neg. Moment -1,840 ft-Ibs 7.6% 115% 19 2-Right be verified by anyone who would rely on End Shear -631 Ibs 5.8% 115% 13 3-Right output as evidence of suitability for Cont.Shear 1,074 Ibs 9.9% 115% 19 3-Left particular application.Output here based on Total Load Defl. U5,890(0.016") 4.1% 13 3 p o uerties and an�p�design is methods. Live Load Defl. U9,971 (0.009") 3.6% 13 3 Installation of BOISE engineered wood Max Defl. 0.016" 1.6% 13 3 products must be in accordance with Span/Depth 9.8 n/a 3 current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x VIA Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 4"x 5-1/4" 759 Ibs n/a 4.8% Unspecified BC CALC®,BC FRAMER®,AJS-, 131 Post 3-1/2"x 5-114" 2,155 Ibs n/a 15.6% Unspecified ALLJOISTO,BC RIM BOARD-,BCI@), B2 Post 3-1/2"x 5-1/4" 2,525 Ibs n/a 18.3% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B3 Post 3-1/2"x 5-1/4" 939 Ibs n/a 6.8% Unspecified SYSTEM®,VERSA-LAM@),VERSA-RIM PLUS@),VERSA-RIM@), VERSA-STRAND@),VERSA-STUD@)are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Cade minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram ,_ b �--d a o T o c • i -• e 0 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 ®B91seCascade Triple 1-3/4" x 16" VERSA-LAM®2.0 3100 SP Floor Beam\Level 3\DR1 BC CALL®3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: Level 3\DR1 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable,Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: 51 1� 1111I11141111 £'_._�7'is:... .. ;� -.,..". .�..^'-.-rK'.x'�S.v.a:zS."...r..'.��. -..P.,... :::.., ,.n.:.S-"•`-Y ... �-` .. .-,�..<.,. ,;_.;.,de�z c's _ ;�:. -r.r � ..r Su....r;r.skr*.:`.,s e.�2 vr....,...z:',-':' t 2i-0a-oo 130,3-1/2" B1,3-1/2" LL 138 Ibs LL 130 Ibs DL 2,368 Ibs DL 2,339 Ibs SL 3,656 Ibs SL 3,629 Ibs Total Horizontal Product Length=22-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115°/a 133% 125% 1 Standard Load(ceiling) Unf.Area(psf) L 00-00-00 04-00-00 5 10 07-00-00 2 Roof Unf.Area(psf) L 00-00-00 04-00-00 15 30 13-06700 3 roof Unf.Area(psf) L 04-00-00 18-08-00 15 30 09-06-00 4 ceiling Unf.Area(psf) L 18-08-00 22-04-00 5 10 07-00-00 5 roof Unf.Area(psf) L 18-08-00 22-04-00 15 30 13-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 28,841 ft-Ibs 44.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 4,966 Ibs 27.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U374(0.701") 64.1% 2 1 output as evidence of suitability for Live Load Defl. U599(0.438") 60.1% 2 1 particular application.Output here based .701" 70.1% 2 1 on building code-accepted design Max Defl. 0 Span/Depth .70 1% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Beam 3-1/2"x 5-1/4 6,162 Ibs 44.7% 44.7% Versa-Lam 2.0 or ask questions,please call B1 Beam 3-1/2"x 5-1/4" 6,099 Ibs 44.3% 44.3% Versa-Lam 2.0 (800)232-0788 before installation. BC CALM,BC FRAMER®,AJSTm. Notes ALUOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram L I b d-� j0 0 C e 0 0 0 a minimum=2" c= 11" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads_ Connectors are: 16d Sinker Nails Page 1 of 1 ®BplseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 31DR2 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: Level 31DR2 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable, Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: I 2 I I 3 -Tl�T- i 1 i i - � 06-01 M BO,3-1/2" B1,3-1/2" LL 85 Ibs LL 85 Ibs DL 1,421 Ibs DL 1,421 Ibs SL 1,936lbs SL 1,936lbs Total Horizontal Product Length=06-01-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load(ceiling) Unf.Area(psf) L 00-00-00 06-01-00 5 10 01-04-00 2 gable Unf.Lin.(plf) L 00-00-00 06-01-00 0 40 n/a 3 roof Unf.Area(psf) L 00-00-00 06-01-00 15 30 01-04-00 4 DR1 Conc. Pt.(Ibs) L 03-00-08 03-00-08 130 2,339 3,629 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,059 ft-Ibs 56.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 3,302 lbs 45.5% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U804(0.084") 29.8% 2 1 output as evidence of suitability for Live Load Defl. U1,343(0.05") 26.8% 2 1 particular application.Output here based u on building code-accepted design Max Defl. 0.084" 8.4/0 2 1 properties and analysis methods. Span/Depth 7.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3,443 Ibs n/a 37.5% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3,442 Ibs n/a 37.5% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSTM Notes ALUOIST@,BC RIM BOARDT°',BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1 PLUS@,VERSA-RIM®,")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are Connection Diagram trademarks of Boise Cascade,L.L.C. a I I • r• • i •1 a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 ®B91seCascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beamll-evel 31DR3 BC CALC@ 3.0 Design Report-US Service class 1 1 span No cantilevers 1 0/12 slope Tuesday,September 21,2010 Build 440 File Name: Vaughn 1881 Old Stage Rd Job Name: Apsey-Vaughn Description: Level 3\DR3 Address: 1881 Old Stage Rd Specifier: be City,State,Zip: West Barnstable,Ma' Designer: Customer: Joe Vaughn Company: Shepley Wood Products Code reports: ESR-1040 Misc: ITT 1W i 0 9 V 4 W 1 W O 3 7 04-00-00 BO,3-1/2" B1,3-1/2" LL 76 Ibs LL 169 Ibs DL 436 Ibs DL 2,023 Ibs SL 603 lbs SL 3,053 Ibs Total Horizontal Product Length=04-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load(attic) Unf.Area(psf) L 00-00-00 04-00-00 20 10 01-04-00 2 DR1 Conc. Pt.(Ibs) L 03-02-00 03-02-00 138 2,368 3,656 n/a Controls Summary. Value %Allowable Duration Case Span Disclosure Pos.Moment 2,781 ft-Ibs 17.3% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -3,245 Ibs 44.7% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U4,476(0.009") 5.4% 2 1 output as evidence of suitability for Live Load Defl. U7,302(0.006") 4.9% 2 1 particular application.Output here based Max Defl. 0.009" 0.9% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 4.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x VV) Value Support Member Material building codes.To obtain Installation.Guide BO Post 3-1/2"x 3-1/2" 1,116 Ibs n/a 12.1% Unspecified or ask questions,please call B1 Beam 3-1/2"x 3-1/2" 5,244 Ibs 57.1% 57.1% Versa-Lam 2.0 (800)232-0788 before installation. BC CALC®,BC FRAMERO,AJS7°, Notes AL.LIOIST@,BC RIM BOARDTm,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. Connection Diagram b�►- r—d— a /7101 c e� a a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d.Sinker Nails Page 1 of 1 I i _ -MEN - •. 1 OL AW- 9- A ..� 1881 Old Stage Road, W.Barnstable 4/24/07 l 9 ..� Y ♦- Aw , -_��� t ?`� •I ..•. - .. - ~� -. � •..gyp'+� y- _ ��..z„ _ .. 1881 Old Stage Road, W.Barnstable 4/24/07 c, r' r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATI Map V S 3 Parcel 0 0 / d Health Division `/ L Q Conservation Division (_ N Sc E Permit# Tax Cofector Date Issued b Treasurer ion Fee 1 Planning Dept. , Permit Fee 6 Date Definitive Plan Approved by Planning Bo d Historic-OKH Preservation/ annis l) Project Street Address /99/ D 4-0 L-1 E AD L> Village W, �3A(�' 4 7—R-6c.,E Owner —01p&5 N. VAU fa 4 n0 Address Telephone 5 D9' +Z i' 3 df3 L — 3 ,� -fVV Permit Request Z)1;,440 2VftX1 % L)44JR OA( Squad T<ZL 1�st floor existing �proposed`_ - nd flo r existing- �proposed'�2'dd_".Tbtal'new n Zoning District 4 _ Flood Plain Groun ter OverlaylL6�Z/ f —_a�._-�= 3"I c�2 /olyl3 3 ��Project Valuatron=.�-� Construction Type �✓Yl� �� LotSize�� e& Grandfathered: ❑Yes 21 No If yes, attach supporting documentation. Dwelling Type: Single Family Sell" Two Family ❑ Multi-Family(#units) O Age of Existing Structure 7 R.5• Historic House: ❑Yes ALNo On Old King's Highway: ❑Yes No Basement Type: CuII &Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) � Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing 4ff new (57 Total Room Count(not including baths):existing new First Floor Room Count o Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Or% Fireplaces: Existing New&_5 Existing wood/coal st ue: Cl Yes 16-No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Elnew1�3?�size— CC Attached garage:❑existing ❑new size...� Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercia4,�❑Yes ❑No If yes, site plan review# //,, Current Use Proposed Use SN �, wlll a- TrP.- BUILDER INFORMATION ` Name Y406 1W �4 Ida Ll Telephone Number Hof 42-?' 3e3 z -Address s 4 6 Ps_-A o /Lc AD License# QC/X) � ` - 7 e4-'J Z)tal I UA 44 0 15'63 Home Improvement Contractor# Worker's Compensation# ' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,*SIGNATUR DATE 4/ 7_- '''�7 FOR OFFICIAL USE ONLY PERMIT.NO. DATE ISSUED � MAP/PARCEL NOS ADDRESS VILLAGE, OWNER DATE OF INS ECTION:�.� ! f FOUNDATION J y FRAME INSU•ATION FIR PLA ELECTRICAL: `,ROUGH FINA ' PLUMBI G: ROUGH FINAL GAS: - ROUGH FINAL o•� 1 �' N� `. cy FINAL BUILDING i DATE CLOSED OUT ASSO GIATION PL roN NO. 1 he C.•ommonweaun-o.Jmassachusetts Department oflndustrialAccidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): .VX 116 R nd AO A4:6_61J 1.e.� .,5 , IAJ6 Address: 3 4- 6) i h-P►Lt- City/State/Zip: 5,4x/Dt4J le_+ 14A- 0 z563 Phone:#: 5041, ¢Z ` Are ou an employer? Check the'appropriate box: Type of project(required):. 1. I am a employer with 4. I am a general contractor and I employees (fall and/or part-time).* have hired the stab-contractors 6. New construction . 2.F� I am a'sole proprietor or partner- listed on the•aitached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, F Demolition working for me in any capacity. employees and have workers' • •�• 9. []Building addition [No workeis' comp,insurance comp.insurance. 10.❑Electrical repairs or additions required.] 5. Vie aze a corporation and its 3.❑ I am a homeowner do in officers have exercised their g.all work 11. Plumbing repairs or additions myself. o workers' co right of exemption per MGL' Y � mp• 12.❑Roof repairs 152 c. , 1(4), and we have no . insurance required.]t § 13:❑ Other employees. [No workers' _ comp, insurance required.] *_Any applicant-that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees: If the sub_contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name; R 1 fl2r—A 2►.5 I,' S P / l S / 1f7 A ' Policy#or Self-ins.Lic.#: ��� hUOExpiration Date; lob Site Address: «�r 0 L 1? �� City/State/Zip: Ctl' 9A W5 1—*BC,E Attach a,copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of-the bIA for insurance coverage verification. LIdo' here cert der the pains d p.enaities of perjury that the information provided above iss true and.correct~ature: D�ate"1 J Phone#: Official use only..Do not write in this area, tb be compltted by city or town official City or Town: Permit/License# Issuing Authority(circle one): .'1.Board of Health 2.Building Department 3. City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information And Instrtucti®ns 74, Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a-deceased employer, or the rP�eLyPr nr trilCt�+e of an individual,partnership, association or other legal entity employing employees. However the owner of a dwelling-house having not more than three apartments and who resides therein;or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or.on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." mGL chapter 152, §25C(6)also states that"every state or.local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant-who.has not produced-acceptable evidence of compliance with the insurance coverage required!' Additionally,MGL chapter 152,-§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter.into any contract for.the performance of public work until-acceptable evidence.of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-confractor(s)name(s),address(d)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)of Limited Liability Partnerships(LLP)with no employees other.than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that ibis affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or.license Is being requested,not the Department of Industrial Accidents Should you have any questions regarding the law-or'.if you are required to obtain a workers.' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Towli Officials Please be sure-that the affidavit is complete*and primed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,•an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy'information(if necessary)and under"Job Site Address"the applicant should write"all•locations*in (city-or town)."A-copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The.Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions,l please do not hesitate to give us a call. The Department's address,telephone-and fax number: _ Tbo Eozraonwealth of Massar husuUS Dt~par�nmt of ldvsW4 Awidi mts' Office of Investigations 600 WashingtQri StreiA Boston,MA 02111 Tel.#617-7-27-4900 ext 406 of 1-$7?-MASSAFE Fax 4 617-727-7749-- Revised 11-22.06 www.mass.gov16a • File` Edit .Tools Help ActionYear/Type/Bill No. Customer Account Information i History. j 2007 RE 9589 _ 292022 -- I WELLS FARGO BANK NA TR Detail 1; Property Information GO KORDE &ASSOCI C Orig Bill Parcel ID 153-001 321 BILLERI CHELMSFOR 01$24- ACKDt Effective Date Alt Parc --�-.� NOV Z��7 Prop Loc 1881 OLD STAGE ROAD 1 Lien/Sale j 500 ! 4b ��� NSTABL t a Spe Buick Scan s _ i Specific Bill Int Dt Billed Abt/Adj Pmt/Crd Interest Unpaid bal I' 08IO2I06 324.94 .00 324.94� 00� .00, U tility Acct r 1/02/06 324.93 .00 324.93 .00 1= 00 ,. Customer 02/27/07 j 28.65 341.85 05/15/07 218.80 00 �`_ .00 14.35 233.15 Parcel Fees/Pen: 00 5.00 .00 .00 5.00 Name Totals: 1,193.61 � 6.74 649.87 43.00 580.00 Pa � Billing Dates � . Notes/Alerts Due 11/01/2007 580.00 Preferences { l Per Diem �— .21 JAN 1 Owner: FERNANDES,JOSEPH & Int Paid 00 Display transaction history for the current bill. r � ENHROTECH LABORATORIES, INC. MA CERT. NO.:M-MA 063, 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Scannell Well Drilling Location Vaughn Builders,1881 Old Stage Rd. Address Z"Rte.28 W.Barnstable,MA Teaticket MA 02536 Sample Date o4/o w Collected By B.Black Sample Time NA Sample Type New Well Repair Date Received o4mw r Lab Order Number DW-707116 Well Specs liar Location Sources Date Collected Time Collected— : _ - = Comments — a A 415107 NA Analysis Requested Units Recommended Limits Analysis Result Method jDateAnayze Analyzed By Total Coliform /100m1 0 0 9222 B 4/5/2007 RS pH pH units 6.5-8.5 6.80 4500-H-B 4/5/2007 LL Specific Conductance umhos/cm 500 80 120.1 4/5/2007 LL Nitrite-N mg/L 1.00 <0.004 300.0 4/5/2007 LL Nitrate-N mg/L 10.0 0.12 300.0 4/5/2007 LL Sodium mg/L 20.0 10.9 200.7 4/6/2007 MC Total Iron mg/L 0.3 <0.1 200.7 4/6/20a7 MC Manganese mg/L 0.05 <0:008 200.7 4/6/2W7 MC Comments: ,Water meets EPA standards and.is suitable:for drinking for parameters tested. Date �0 a— o J. Saari Laboratory Dire or t • BRL=Below Reportable Limits Page 1 of 1 •See Attached i I CNASUREN Transaction Report& Invoice Principal Information: ID: Western Surety Company Vaughn Home Builders, Inc. Vaughn Home 101 South Phillips Builders, Inc. Sioux Falls, SD 57104-6703 34 Great Hill Road S. Sandwich, MA 02563 Agency Code: 20-17440 Rider Risk Specialists Insurance Agency, Inc. P. O. Box 115 Cataumet, MA 02534 Transaction Description: Transaction Effective Date: 10-15-2007 Number: 15055664 Written By: Western Surety Company Description: L & P Bond, Signed - Street Cutting Obligee: Town of Town of Barnstable Effective Date: 10-15-2007 Expiration Date: 10-15-2008 Gross Premium Charge: $100.00 Current Penalty: $5,000.00 Commission Amount: Renewal Method: Net Premium Due: Change Detail: Agent: You may remove stub below to use as a billing/credit invoice CNA Surety INVOICE FILE NO. EFFECTIVE DATE ANNIVERSARY DATE PROCESS DATE PENALTY 601 15055664I 10-15-2007 10-15-2008 10/15/2007 ( $5,000.00 PRINCIPAL Vaughn Home Builders, Inc. Vaughn Home Builders, Inc. 34 Great Hill Road S. Sandwich, MA 02563 RISK STATE MA WRITTEN BY Western Surety Company DESCRIPTION L & P Bond, Signed - Street Cutting OBLIGEE Town of Town of Barnstable AGENCY CODE 20-17440 1 $100.00 Youragentis: Rider Risk Specialists Insurance Agency, Inc. P. O. Box 115 Cataumet, MA 02534 r Town'of Barnstable Regulatory Services Ig,$ Thomas F. Geiler,DirectorXASS . n►'�9.+'.0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 509-790-6230 Office: 508-862-403 8 Property Owner Must Complete and Sig' n This Section. If.Using A Builder i Z&E-5 P+-�- A S� 1/A �h �"� ,as Ownet of the subject property I, ,�/EByiLXkS, /A)4 to act on my behalf, he r u eby athorize 'U�J E,►�,� ,— in all msttets relative to work authorized by this building permit application fot: (Address of] 312110 7 S a of O er ate ohs S - U Print Name Q:FORMS:oVra FRMISSIGN Page I of 1WFK ®® Sk 21746 Psi 60 4-r4637 01-31-2t707 03242o rMSA TT2 STATE EXCISE TAX BAMNSTTf CRMTY REGISTRY OF DEEDS pate: 41-41-2007 0 03942ao Ct11: 16n D001 66w DBID Fee: $649.80 Cayes: S190AMOD _ 0 Wells Fargo Bank,NA.,as Trustee for Optioe-4ne Mortgage Low'host 2001-D,Asset Backed i Cortific.0as,Series 2MI D with an addaegs of 1015 lETsh Avenue SE,Mingeapofrs,MN 55414 in coaesiA ration of Ow Hundred Ninety Thousand and OQ1100ths($190,000.00)dollars,grants to loscph ,i. Apsey Vaugbn of 6ago swan Road. Colorado Springe. CO. 80908.with ql amwm c avma►tts, The lard end buildings on I$8l Old Stage R4aL West Barnstable,Barnstable County, Massachusetts,being more particularly described in iaftwhed Exhibit"A",which Exhibit is tucMparaw horcln by refcrcncc. Ibis is not a sale ofall or subdantially all of the grantses assets. For Grantor's title act deed mcarded with the Barnstable County Registry of Deed$in Book 216321 PW 41. w1h M the eAeoectdM this day of 2007. We F p Bank,N.A.,as'fnersteo for Qli w One Mpstgago Page I of I 1i Lawn Trust 2001-I?Asset-13acW Cam,Sevres 2001-D By its 7owney io fact,Option One M nftw Carpca WOW V By. Jew Its: / iet�pt rY STATE OF CALIFORNiA Om*'*'� County / .2007 Then pmoiWly appeared the above named 4' Y:JL- of Opbom One Martpge Corporation,Attorney to FAMM Wells Fargo Bonk,N.A.,8s Trustee for Option r One Mortgage Law Trust 2001-D,A wW-BwJwd Ce iicaws, Scans 2001-D and aokrwwledged tht= foregoing instrument to be h6&u free out and deed ihAid capacity and the free act and deed of Option On Mode p Corposetion,Attorney in Faa for W WU Fargo Bank,N.A.,as Trustee for Option One Mortgapp Loan Trust 2001-D,Assot Backed Cartificitm Series 1 bef n me, } MY s: r .Ao°` U0 CmmM" ��wm =11f� Iv� tri lI $Ma opww� # e,' 01-31-2W & 03:424e jffl !!yCt�&e,. rtntmaApr22, Ct13: 1631 boM 6637 Fee= $433.20 Cons., $190,000.00 Lj 1 ► I 1 l ' I Page 1ofl ® BREW ®®FRO 1 _ _ 1 8k 21746 Pq 61 #6637 's EXMBiT A 0 DZSCRIPTIO The land, together with buildings them located m ft Town of Bemsutble (West, Barmtablc County,MassachuseM bowled®d dcom-bed as Mum Beginning at the Northeasterly gamer afthe gamed pransbes at the ppoint whcre the sideline of the service mad south of Route 6 and the Cenwville-West Bmastable Road (nJLo.Old StW Road)inwrseM that= WESTERLY the Southerly A of the service ro Two I Iundred �e y (200)feet to land now or formerly of Min M.Otis and Liman K Atwood;thence SOMBERLY by land now or formerly of Elise NL Otis and Lillian M.Atwood, to land now or fur f Mary Jeakirous;3l== EASTERLY by sand lead now ar formerly ofMary Jc Jdw,'Iwro EWx red(200) feet,more or less to tb Westc4y sideline of Old Stage Road; thence Page Iof1 0 � R�a NORTHERLY by the Old Stage�the point of the bcomiog. Confeining One (1) awe, mane or lees. Being the amne pmpeaty shown as the"Glaris pernan$es"pa vd on a plan entitled"Division Plan of Land in Bmmstable,M- A,pmpared for:�wmiss Building Co., Sole 1" = SO.F, j Septembcr S, 1996', which plan is duly rmuded in Barnstable County lingistry of Deeds in Plan Bonk 529,Page 17. a P ra Y ^{ ''.F Affidavit of Substantial Financial Interest I, V1 of A)6114)Z C11 1,41h- , on oath depose and state as follo s: 1. 1 am an applicant for a building permit for the property located at Map Parcel j4Q z . The address of the property is 2. 1 have d % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted ® building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted LI) building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of 'ury, this/-/day of�r , 200-7 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT i I _ r SMINSTAR One NSTAR Way EL EC TRIC Westwood,Massachusetts 02090 GAS I May 1, 2007 Joseph Vaughn Vaughn Homebuilders Inc 34 Great Hill Rd Sandwich, MA 02563 RE: 1881 Old State Rd Dear Joseph Vaughn: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, the electric service to 1881. Old State Rd., West Barnstable MA, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-3073. Sincerel , AED aulniers New Customer Connects i B W&I 4' One Ashby rton Place -Room 1301 Boston. Massachusetts 02108 Home Improvement contractor Registration _.._._. Re mb;lWm 100513 TYM Pdvabe corporAw VAUGHNHOMEBUILDERS, ----- Joseph Vaughn - 34 GREAT HILL RD. SANDWICH, MA 02563 = = -'--------' °Fy= Ow Address and return ewnL Mark reason forchange- Address _ R1 .1 4_ Lost Card Boa a!` i�m� d'96n'�ar` lip or registrafion valid for indwidul use only HOME SHIROtENEW CONTRACTOR before Ure en*atiea date. if found return to-- Reyfstra 1t10.513 Board of Regidations and standards.: OwAsWbutoa FbM RIM 1301 POO.Ok;-tif141 Boston,Ma.62109 Tyeccuporafion VAUGHN H0MdU1LO RS:iNC;� Joseph Vaughn 34 GREAT MILL RD_..: SAWDWICH,NIA 02563. _- prp�r Administrator - ' Not valid svithoat swna' - ��-y <��' ✓1Ee'(�aoiaoxoortoavl�c�./�aQeo�ueelfd - Board of Building Regulations and-Standards way;7 Construction Supervisor Ucense laraefQe,,CS 46236 Bidklatia=� 1%3- JOSEPH C VAUGHIV. 34 GREAT HILL RD L SANDWICH,NIA 025631 Commissioner Pc { MAY-08-2007 TUE 12:43 PH KEYSPAN ENERGY M NU. 5UB 3y4 5uly r. u1 Fragy firlwiy 127 Whites Path Smith Yarmouth, MA 02664 May 8, 2007 Joe Vaughan FAX: 508-428-3186 RC: 1181 Old Stage Rd., WBA This is Io confirm that tho natural gas line to the above address has been cut arid capped as requested. This was done on May 7, 2007. If you have ,any questions Please call one at 508-760-7481. i Sue McMullin Field Coordinator Kcyspan 17elivety Company i CERTIFICATE OF LIABILITY INSURANCE ��2 io`�0 0 PRODUCER TINS CMTO WAW ES OiSUED AS A W►TTrrR OF MRXWAT M Rider Risl[ Syaeial7lat8 ONLY AND CONFERS HO MGHTS UPON THE CUMMATE 'Zaaas:aacs A96 noy. Isue- NO` ML THIS CERn ICATE DIM Nr AN631D.MITEM OR vo a= 11S ALTER THE COVERAGE AFFORDED BY THE POL K=BELOW. Cataumt 1A 02534 ebme:508-564-7200 >IAss506-564-7272 INSURERS AFFORDMGCOVERAOE NAK;9 tmSUAm lk VAQ(� HCVOi. , iiK. MPMRC: a an= Co. 34 GM • 80DT S71Rp�MI�2563 awe COVERAGES THE POUCES OF WSURANGE LMEO BELOW�iEW TOM*D�t�AWW FM TM POLICY veMW OMrAIM MOTWRILSTAIMMS ANTRMAf AEW.M MORCOMM0MUFMVCOMPA�TOROnCROMNASiWi MMWW-TOMVMYMCERi1 CATEN%YBE�OR W1YPERTAIKTMDCRRANCEAFFURMBYTMPOLP;M HBMNG TO#Un*TMMEXM6AMQMMYKMOFSUCH POU( G11TE L!/T5 S110WN MAY MItVE 8®Y REO4lGED 81►PAA)CLAmLS LTR "W OMM MIM MUST wimoL•R OA7E �$ 6��m �Hpt CE $300,000 exam rv�lcw !L Y NNIER4ALGOGRIILUTAB UTY CL1130927D 10/24/06 10/24/07 PR kv6w(ftw"wmw $50,000 c[AwaM�aE Q OCCUR • mwwwUmawp"w) $5,000 PERSONAL A AOv A{ARttt $300.000 GENERALAIMMATE S606,000 GWLAJQGRE%TELA+rrAPPLlESPM* PRODUCTS-compovAw $600,000 MamomgumwYY BcaaoddwU LW ; i AW AUTO ALLOW�1111Tp$ Bowyn m = SCISOUL®AUM (PO►YO�a1I . M>R®AUTOS � Q�j�Y s NONOMINED AUTOS Eo�II) DAWN s GA(IA{.f�jnj AUIOOT4.Y.E11ACOi0!}ir S AWAM OTHERn" EAACC i AMOMLY. AM s LNIBRJ[Y - EACNoopatlRBICE s OCCUR CLAMMUM AWW$ATE s s •OEOUCTIeIE s MENTM s s W CDA*EqAMUA" I Eli C amoww umm TC 074 60 38 06/17/07 06/17/09 E-LE- MAC+* S199,909 oFFNmwIAgaeeRo� _ ELOls M-EAerwMlE i 100,000 CA-o -POUCl/Lwr $500.000 oc 7ioNOMrm7mmlLOCxltQ"s#vwfiCLEsf ADMMENOORGEMMIMeMPRIMMEM CERTIFICATE HOLDER CANCELLATION ' � _ Sf10YLDANrOPTNEA60YE0Fst�POu�iE98ECA1�cEt�Br�TMEETVAaAT10H ewTE* Tes�nN6wu.eoeAwRTorr�a 30 owY6wRITTHI eAy+reefm ATEvA*jxm mUEPTOTMLE7.BurFAaJURET00030s+Au. -ToiDi SIP aalE AAA ro 'OR OP AIn 1t�IjpOM THE Et81/tER tfS AGEN18 0R 14CORD?S(2001W QALORD CORPORA71ON 1900 10/19 3DVd HSIS Maas ZLZL099909 6Z=88 L88Z/81/81 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1-7 Map 153 Parcel DO t Application# Q l Health Division Conservation Division �- Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee /Vol 0 Date Definitive Plan Approved by Planning Board o Y// 0� Historic-OKH Preservation/Hyannis Project Street Address 1 OL 0 i/-} Rj7 SA/ 5 46&6- 4 2/6 Village 0- -3 4 P, \1 / . t, Owner _ _:'Tc 54,M VA U 6 *A/ Address 3�' i 1-I Lt, Ab At H_*f 022 3 Telephone a - 2 3e3 2— Permit Request R o e, a4w vIC-- Qo o q,pa 57152 R—R PCB R, .Fi . 999-r— v- Si.0E&),4c-4— Square feet: 1st floor:existing 95 proposed f0 99 d or:existing proposed 769 Total new S7Z Zoning District Flood Plain Groundwater Overlay AProject Valuation /100 9- Constr ' Ty„e tdeva "'M1F' Lot Size Grandf • O Ye Cl No If yes, c upporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#unii/ Age of Existing Structure istoric House: ❑Ye No On Old King's Highway': ❑Yes� o Basement Type: ❑Full �Cr/ ~J awl out ❑Other �-t Basement Finished Area(sq.ft.) Basement Unfi hed Area(sq.ft) Number of Baths: Full:existing ne Hal existing new, �= Number of Bedrooms: existing ne Total Room Count(not including baths):existing 5- new 5 First Floor Room Count i., Heat Type and Fuel: YGas ❑Oil O Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes UVo Detached garage:0 existing ❑new size Pool:0 existing ❑new size A1 11 Barn:❑existing ❑new size Attached garage:O existing ❑new size Shed:0 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 `f0 S 6P4 A U 6+4 iyl Telephone Number 3 3�- Address 34 49) a gig(_ License# 04 6 023 6 5A,1.3 W It e-4 H4 . 02-5"b-3 Home Improvement Contractor# 1006'13 Worker's Compensation# w e- e 7A (,0 3� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO GA4 3Ej-4.A4!A4 PV)et 1 SIGNATURE DATE Z1/i�7 FOR OFFICIAL USE ONLY ( . PERMIT NO. DATE ISSUED MAP/PARCEL NO. F ADDRESS VILLAGE \` OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ry ' FIREPLACE ELECTRICAL: ROUGH PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. i 5, MARSTONS MILLS EXIT" n A Y � � 5 CN�RCH ST go it �s O LOCUS 440 BEN j ry 1r` \\\ / �\ fp TTOPC � OF CATCH BASIN -1 6 SFR�cF R09 e\KEw�`(�� \ \ CE OF EL.=61.9' O PUMP & FILL OLD a LEACH PIT W/SAND ,*'09 v �� /8 �\ �� PER 310 CMR 15.255 LOCUS MAP A.M. 153/001/ I wqy PLAN REF: ABUTTER'S PLAN 529/17 43,558fS.F./ DEED REF: 12924 165 ZONING: "RF" o ` ' SoB, ��� ASSESSORS MAP: 153 PARCEL 001 FLOOD ZONE: „C„z� i TOO�'ti AQUIFER PROT. OVERLAY DIST.. „AP 6Foq� PRIORITY HABITAT: EXEMPT UNDER ti I Low / / I `)Rg2F� �� / _ 321 CMR 10.14 (3) & (5) AREA / ' EXIST. / l WELL. �\ ® / /TPo \RRIGATION3 FOR ^J y(b SEPTIC SYSTEM I IRE �o � REPAIR UPGRADE PLAN N 02300 ,gF / oo, �,, / �— I PIT o IPA � / / LOCATED AT: p0RC 1/ ^ #1881 OLD STAGE ROAD lorbWEST BARNSTABLE, MA. 0e % 3 ,�_J 4—BEDRoo o� : �PR "'`I�OT 141ASSq®°+ PREPARED FOR APPLICANT: HOUSE T.O.F. ELEV.= ry0 = s STEPHEN —70,% pEC 75 0 DOYLE , N > V A U G H N HOME a p -o #37559 79 , �^ �F�_ yoQde BUILDERS S W 'p S U PROP. v ► MARCH 8, 2007 A.M. 152/033-002 ^�/ / / _ / A.M. 152/033-002 REV: MAY 23, 2007 ^� ao / / / SCALE: 1"=30' \ \ '61 �o .R MacDougall Surveying \\ / ell �/ D GCE s1;a & Associates MURPHY N�? P.O. Box 2428 No. '49 Z Mashpee, Ma. 02649 ^� ^`O ^ �`G/�iER•�� t` PH. ^o `� A'/TP,?' fax �508)419-1086 508)419-1087 E RE NOE ARE NO SEPTIC SYSLLS ITEMSOWITHIN PROPOSED 50' OF ROPOSEDYSTEM WELL 5 y email: macdou allsurve omcast.net DOUGALL SURVEY TO STAKE PROP. WELL AND SEPTIC PRIOR TO CONSTRUCTION SHEET 1 OF 2 J#1096A MARSTONS MILLS 1 EXI 5 F,OAD � oT RAH ST zo � - , �6 Q R rill V P%�� ----� + �� •I �O LOCUS ro GE �, BENCHMARK: bC P4) TOP OF CATCH BASIN F Rpq `0,- EL=61.9' (G,I,S.f) y O S PUMP & FILL OLD a LEACH PIT W/SAND `�' / / o / / / ,i•'09 v \ �^ PER 310 CMR 15.255 LOCUS MAP A.M. 153/001/ ' �_ � �� � �� \��� N 529 I PLAN REF: ABUTTERS PLAN 17 / f" 43,560 S.F. ! �151 IS, , Okk _ DEED REF: 1 2924/1 6 5 I p0 1.0 ACRE / I �♦ CV, %I ZONING: "RF" o ASSESSORS MAP: 153 PARCEL 001 FLOOD ZONE: AQUIFER PROT. OVERLAY DIST.: "AP" PRIORITY HABITAT: EXEMPT UNDER LOW l I I 321 CMR 10.14 (3) & (5) AREA EXIST. WELL ` J \\ T®E USE FOR \RRIGATIONg ry SEPTIC SYSTEM �\ I RE y0 do PIT o 185 D REPAIR/UPGRADE PLAN o4 LOCATED AT: F / / PORgi \ #1881 OLD STAGE ROAD y�� / / sh \ ssseeeee WEST BARNSTABLE, MA. / / �p PROPOSED V PLjH Of lygs ea o 6� 3-BEDROOM OSE o v�o��P�G\STE'gFO9c PREPARED FOR APPLICANT: o / TEPHEN ► / / _10 T.O.F.T050 V.= ti 4 X. VAUGHN HOME O 44 # Y� P i OF-SS,O�OQ .= BUILDERS W l5 W ►�9N� UP�Ey.� 00 / PROP. \ 04 �0 MARCH 8, 2007 A.M. 152/033-002 4V , ' �� A.M. 152/033-002 REV: MAY 23, 2007 REV: JUNE 8, 2007 SCALE: 1"=30' ��o // !i� BRUCE MacDougall Surveying ':�E G. �`�1 & Associates NoR749 P.O. BOX 2428 Mashpee, Mo. 02649 NOTES: PH. �508)419-1086 1 THERE ARE NO WELLS WITHIN 150' OF PROPOSED SEPTIC SYSTEM ���+ r�`�/ faX 508 419-1087 2 THERE ARE NO SEPTIC SYSTEMS WITHIN 150' OF PROPOSED WELL �€- email: macdou allsu we om cost.net .31 MACDOUGALL SURVEY TO STAKE PROP. WELL AND SEPTIC PRIOR TO CONSTRUCTION SHEET 1 OF 2 J#1096A 4" SCHEDULE 40 P.V.C. TOP OF FOUNDATION MIN. PITCH 1/8" PER FOOT ELEV.= 75.0' 10' MINIMUM� 2' LAYER OF e - 1/2" EL= 66.0 = OR FABRIC ED ST ............................... - C. .................,,......,..,....,,,...,,,,,...,..,.,.,..,,.,..,... EL 64.0 TER 64.0 8' MAX. ..........:..:.............................. _ZZ _ CONC. 4" SCHEDULE 40 P.V.C. OR EQUAL ISER ISER ,...... .,...., • COVER COVER CONC. INVERT CLEAN SAND FILL .,.. ,.,..., » RISER & EL= 60.2 MIN. PITCH 1/4 PER FOOT COVER LEVEL ry PER 310 CMR 15.255 MI'N. O LIN sq• FOR 2 LONGEST ORUN Q' EL= 61.0 INVERT 1MIN. 14 INVERT INVERT e Lj �IN,�RT " o°O�°°o O O C� O O 0 0 om�°oEl= 65.0 EL= 64.75 4. GAS EL= 64.5 EL= 60.45 EL 60.21 24 e m r O O C� [� fl O G7 O [_ �e Qy BAFFLE 8" BASE OF CRUSHED STONE OR °° ° °�°� INVERT MECHANICALLY COMPACTED 4.0' 8.5' 4.0' 6" BASE OF CRUSHED STONE OR PROP. (TYP) 25' MECHANICALLY COMPACTED DISTRIBUTION 2-500 GAL. DRY WELLS (4'-10" X 8'-6" X 2'-919) PROPOSED BOX W/"T" WASHED STONE» SOIL ABSORBTION (TRENCH FORMATION) 1 ,500 GALLON TANK SYSTEM (S.A.S.) 12.83' X 25' ui PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV.= 52.5' (NOT TO SCALE) (NO GROUND WATER) GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P., TEST PIT RESULTS: TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWAGE. SOIL TEST DATE: 02 16 07 . 2. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE B.O.H. AGENT: DONALD DESMARAIS CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE SOIL EVALUATOR: BRUCE G. MURPHY, R.S. UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY EXCAVATOR: DONALD CONDON MUST WITHSTAND H-20 LOADING. 3. UTILITIES SHOWN ON PLAN ARE APPROXIMATE ONLY, * NOTE: NOTIFY MACDOUGALL SURVEY 48 HOURS PRIOR TO INSPECTION THE EXCAVATION CONTRACTOR SHALL CALL "DIG-SAFE" AT 1-800-344-7233 AT LEAST 5 DAYS PRIOR TO ANY EXCAVATION OBSERVATION HOLE #1 EL.=64.5 DESIGN DATA. TO VERIFY LOCATION 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE PERCOLATION RATE G2 MIN./IN. TOP AT 48" OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 64.5 ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER NUMBER OF BEDROOMS........._3 5. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE ___ GARBAGE DISPOSAL................. NO -- OVER THE S.A.S. AND DISTRIBUTION BOX. 64.0 0-6" A SANDY LOAM ----- ----- _3 » 8 LOAMY SAND 10YR5ZJ ______ ____ TOTAL ESTIMATED FLOW------ _ 6. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF 52.5 30144" C FINE SAND 10YR6 8 PERC (110 GAL./BR./DAY X 3 BR.) - 330 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 330GPD X 200% = 660 GAL THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND NO GROUNDWATER ENCOUNTERED USE 1500 GAL. SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. 7. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. INSTALL: 2-500 GAL. DRY WELLS (W/4' CRUSHED STONE 8. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS OBSERVATION HOLE #2 EL.=67.0 ON THE SIDES, 4' ON THE ENDS) AND BACKFILL BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 67.0 ELEV. DEPTH (IN. HORIZON TEXTURE COLOR MOTTLING OTHER WITH CLEAN SAND FILL PER 310 CMR 15.255 9. LOCUS PARCEL 001 ON ASSESSORS MAP 153 IS NOT AFFECTED BY 66.5 0-6" A SANDY LOAM ----- ----- --- A SPECIAL FLOOD HAZARD AREA. 64.5 6-30" B LOAMY SAND 10YR5 1 ______ __ _ SOIL CLASSIFICATION................--_1 10. LOT AREA CALCULATIONS SHOWN TO AN ACCURACY OF 1't 57.0 30-120" C FINE SAND 10YR6/8 ------ - DESIGN PERCOLATION RATE..... <2_vIJ.�L-AN- 11. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION EFFLUENT LOADING RATE........._-774-� TO MACDOUGALL SURVEYING FOR B.O.H. AND DESIGN REVIEW NO GROUNDWATER ENCOUNTERED REQUIRED LEACHING CAPACITY.....330 GAL/DAY AND APPROVAL. LEACHING CAPACITY PROVIDED.....348 GAL7DAY 12. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING OBSERVATION HOLE #3 EL.=68.5 SIDEWALL:(12.83' + 25')x2x(2 SIDES)(.74)= 111 GAL/DAY WORK ON THE SITE. ANY CHANGES REQUIRE NOTIFICATION 68.5 ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING THER BOTTOM: (12.83' x 25')(.74)= 237 GAL/DAY TO MACDOUGALL SURVEY FOR APPROVAL. 68.0 0-6" A SANDY LOAM - TOTAL= 348 GAL DAY 13. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE " / WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 66.0 6-30 B LOAMY SAND 10YR5 1 ------ --- IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 55.5 30-156" C FINE SAND 10YR6 8 ------ NO GROUNDWATER ENCOUNTERED SHEET 2 OF 2 J# 1096 MARSTONS MILLS . 4 AD J EXIT F'O �, � � 1 O � 5 CFIURCH Sr � / .54 9z's PO Ftp LOCUS y t� ► �pG��'�� � � mry 1 /'�� ��\ `� BENCHMARK: c TOP OF CATCH BASIN a f Rp VICe\vC�W��% EL.=61.9' (G,I,S,f) y� S PUMP & FILL OLD g LEACH PIT W/SAND ,4'09 \ PER 310 CMR 15.255 \ \ LOCUS MAP A.M. 153/001� w\y PLAN REF: ABUTTER'S PLAN 529/17 I43,558±S.F./ — DEED REF: 12924/ 165 ZONING: "RF" 0 �o` 508225 ti ASS ZO NE:MAP: 153 PARCEL 001 FLOtoe,loq y�j AQUIFER PROT. OVERLAY DIST.: "AP" PRIORITY HABITAT: EXEMPT UNDER f LOW / N,-{ j 'Qq RO4, ory I AREA / l I I EXIST. 1882jo / inj \` 321 CMR 10.14 (3) & (5) WELL \\ TO E USE FOR / /Tpr 0 \ / / � IRRIGATION3 / 41 SEPTIC SYSTEM 100. �„ 1PIRE ° o � REPAIR/UPGRADE PLAN LOCATED AT: 101bP #1881 OLD STAGE ROAD WEST BARNSTABLE, MA. / PROPOSED ► OF r + / AAA `°� 3� 4-BEDROOM oo :���`� \STE�SSgc ++ PREPARED FOR APPLICANT: HOUSEQ�G\ qFo yGJ, = / T.O.F. ELEV.= ry� �� STEPHEN J. �'0 75'0' DOYLE N :#37559 VA U G H N H O M E �fc q� �P Z5 / < °Fr �° oQ BUILDERS / W W ��qAV& �y 00 �PROP. � � .� m� ►► S � / A.M. 152/033-002 MARCH 8, 2007^ry/ / / I I A.M. 152/033-002 REV: MAY 23, 2007 SCALE: 1"=30' .00 MacDougall Surveying BRUCE o & Associates ^° oo " No RPHCA P.O. Box 2428 Mashpee, Mo. 02649 ^o `1 ^� '�EGISTE�� PH. �508�419-1086 NOTM ^RE ARE NO WELLS WITHIN 150' OF PROPOSED SEPTIC SYSTEM ^ �4/V R� fox 508419-1087 3� THERE ARE NO SEPTIC SYSTEMS WITHIN 150' OF PROPOSED WELL A email: macdou aIISUrVe omcaSt.net 3 MACDOUGALL SURVEY TO STAKE PROP. WELL AND SEPTIC PRIOR TO CONSTRUCTION SHEET 1 OF 2 J#1096A 4" SCHEDULE 40 P.V.C. TOP OF FOUNDATION MIN. PITCH 1/8" PER FOOT ' ELEV.= 75.0' 10' MINIMUM 2' LAYER OF 1/8' - 1/2' WASHED STONE EL= 66.0 l� ...................... ,.,.,,, EL= 64.0 EL= 64.0 OR FILTER FABRIC coNc. coNc. e. MAX ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, EL= 64.0 •; 4" SCHEDULE 40 P.V.C. OR EQUAL SER ISER C. INVERT, •,.• ••"••'••• '" " COVER COVER R�� EL= 60.2 AN SAND FILL MIN. PITCH 1/4 PER FOOT COVER �yd `1 ` PER 310 CMR 15.255 MIN. FLO NE FOR 2' 09 s R oN EL= 61.0 INVERT 110" 14` INVERT INVERT ° °° ° [= O L'7 C7 O C] C] o0 °° MIN. 64.5 a SUMP INVERT °°o o° °° °° EL= 65.0 EL= 64.75 4' GAS EL EL= 60.45 EL= 60.28 24" 0 a C= C=0 C= 0 O O r Cl 00 4y BAFFLE 6' BASE OF CRUSHED STONE OR °° ° °p cp°� EL= 58.2 INVERT MECHANICALLY COMPACTED 6" BASE OF CRUSHED STONE OR PROP. 4 0' 8 5' 33.5' 4.0' MECHANICALLY COMPACTED DISTRIBUTION 3-500 GAL. DRY WELLS (4'-10" X 8'-6" X 2'-9") PROPOSED BOX W/"T" W SHETO D STONE" SOIL ABSORBTION (TRENCH FORMATION) 1 ,500 GALLON TANK SYSTEM (S.A.S.) 12.83'. X 33.50' PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV.= 52.5' (NOT TO SCALE) (NO GROUND WATER) GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P., TEST PIT RESULTS: TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS SOIL TEST DATE: 02 16 07 FOR SUBSURFACE DISPOSAL OF SEWAGE. B.O.H. AGENT: DONALD DESMARAIS 2. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE SOIL EVALUATOR: BRUCE G. MURPHY, R.S. CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE EXCAVATOR: DONALD CONDON UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY MUST WITHSTAND H-20 LOADING. * NOTE: NOTIFY MACDOUGALL SURVEY 48 HOURS PRIOR TO INSPECTION 3. UTILITIES SHOWN ON PLAN ARE APPROXIMATE ONLY, THE EXCAVATION CONTRACTOR SHALL CALL "DIG-SAFE" AT 1-800-344-7233 AT LEAST 5 DAYS PRIOR TO ANY EXCAVATION OBSERVATION HOLE #1 EL.=64.5 DESIGN DATA: TO VERIFY LOCATION PERCOLATION RATE <2 MIN./IN. TOP AT 48" 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE NUMBER OF BEDROOMS......... 4 �. 64.5 ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER OR WITHIN 6 OF GRADE SHALL BE MORTARED IN PLACE. 5. FINISH GRADE SHALL HAVE A MINIMUM OF 2� GRADE 0 0-6" ND o GARBAGE DISPOSAL................ ----- ----- --- ._NO ____ OVER THE S.A.S. AND DISTRIBUTION BOX. 6 6-3 " ______ ____ TOTAL ESTIMATED FLOW 6. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF 52.5 30-144" C FINE SAND 10YR6 8 ------ PERC (110 GAL./BR./DAY X 4 BR.) __440 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE NO GROUNDWATER ENCOUNTERED 440GPD X 200% = 880 GAL THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND USE 1500 GAL. SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. INSTALL: 3-500 GAL. DRY WELLS (W/4' CRUSHED STONE 7. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. OBSERVATION HOLE #2 EL.=67.0 ON THE SIDES, 4' ON THE ENDS) AND BACKFILL 8. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 67.0 ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER WITH CLEAN SAND FILL PER 310 CMR 15.255 9. LOCUS PARCEL 001 ON ASSESSORS MAP 153 IS NOT AFFECTED BY 66.5 0-6" A SANDY LOAM ----- ----- --- SOIL CLASSIFICATION................ 1 _ A SPECIAL FLOOD HAZARD AREA. 64.5 6-30" B LOAMY SAND 10YR5 1 ------ --- DESIGN PERCOLATION RATE......52-W AN. 10. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 57.0 30-120" C FINE SAND 10YR6 8 ------ EFFLUENT LOADING RATE........._.774--_ TO MACDOUGALL SURVEYING FOR B.O.H. AND DESIGN REVIEW NO GROUNDWATER ENCOUNTERED REQUIRED LEACHING CAPACITY.....44_0 GAfDAY AND APPROVAL. LEACHING CAPACITY PROVIDED....._ GAL/DAY 11. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING OBSERVATION HOLE #3 EL.=68.5 SIDEWALL:(12.83' + 33.5')x2x(2 SIDES)(.74)= 137 GAL/DAY � WORK ON THE SITE. ANY CHANGES REQUIRE NOTIFICATION 68.5 ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER BOTTOM: (12.83' x 33.5')(.74)= 318 GAL/DAY TO MACDOUGALL SURVEY FOR APPROVAL. 68.0 0-6" A SANDY LOAM ----- ----- 12. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 66.0 6-30" B LOAMY SAND 10YR5 1 ------ - TOTAL= 455 GAL/DAY WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT -- IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 55.5 30-156" C FINE SAND t0YR6 8 ------ NO GROUNDWATER ENCOUNTERED SHEET 2 OF 2 J# 1096