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HomeMy WebLinkAbout1391 HYANNIS BARNSTABLE ROAD MAIM Ng At on MOOR clean lank MW wow! fRimy fW, PW Wo"Wi­= won N now -away, mm 6 Idoom 1-1 gwymp,ww"ww WinmW Am f ",> j com­ YM iitok I-own"UP 4,Novo qW, A"WKW V"=yn""Q"- Qm:-toots titt........... .......... ist.. ..............LOW AM,,&AA Pi -own,�.Asvl 4 too A wz MO' itwwo On py"Qy 53 vo I _10"nn"Wt QMny-W, N3,z hp W"M Is M .............. I } - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 3 s Map Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Feed } Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address — ��- Village sus�� �Nc�us Owner —, �.-� a ►y,-r,.n r Address �1,I� �� Telephone �� Permit Request t:5X.3 7 3 t�l �c�S'l f�t�, w M4 SX G ?5� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation c✓ZiOOO Construction Type Lot Size C rW S&T-T Grandfathered: ❑Yes ;$No If yes, attach supporting documentation. Dwelling Type: Single Farm y Two Family ❑ Multi-Family (# units) N Age of Existing Structure Historic House: ❑Yes XNo On Old King's F�gfiway: es §?No Basement Type: AFul.l ❑ Crawl ❑Walkout ❑Other ter' Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) � Number of Baths: Full: existing new _�� Half: existing new Number of Bedrooms: �existingo new Total Room Count (not including baths): existing _new�_First Floor Room Count Heat Type and Fuel: >d Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑ No. Fireplaces: Existing New Existing wood/coal stove: ❑Yes M No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ AftIached garage: ❑ existing ' ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes , No If yes, site plan review# Current Use If5*7g- Proposed Use li APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 7'517aptleh1Kt.1j(d Telephone Number 5 6 2,40 A2 Address -A b wblw4i, License# " ) ��"I 026 Home Improvement Contractor# 5(a2 70 _ Worker's Compensation # 24 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE T2 I FOR OFFICIAL USE ONLY APPLICATION# w DATE ISSUED f t IMP/PARCEL NO. - s ADDRESS VILLAGE OWNER DATE OF INSPECTION: - s-FOUNDATION a FRAME INSULATION FIREPLACE .c ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING } DATE CLOSED OUT ASSOCIATION PLAN NO. ; f NOTE: ASSUMED DATUM 88.90' 9 IZ 2 BEDRM. SEPTIC �— 94 1 93 SYSTEM INSTALLED LQ 2007 95 Lo- EXIST. SAS SHED Fcp � ` a o ' PROP. ADD'N. ON POSTS p J F,P Lo RE-ROUTE 1 .3, 8 \ Lq SEWER LINE AS 9� .0 w NEC. AT MIN. 1% SLOPE y 98 BH S C W G 99 DECK EXISTING EXIST. ST O TOP OF FNDN DWEWNG ��� = ELEV. 100.7' 3 r 70� obi o� � N o`L (0 L 3 � O Q0 c LOT AREA 11,543 SF f -x x x 191.03X X X X X x PLOT PLAN 06-235 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 1391 HYANNIS-BARNSTABLE ROAD, BARNSTABLE SCALE : 1" = 20' DATE 4/10/13 PREPARED FOR: REFERENCE : MAP 725 PARCELS CST TC� ,�N �T\LG TC� BK.27252 PG.2 ►J lJ►Jt�l\ tll\lT lJ►J fir..�/„,r PL.BK.416 PG.17&PL.BK.133 PG.39 �� I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE DANIEL GROUND AS SHOWN HEREON. o A. off 508-362-4541 N fnx 508-362-9880 OJA LA No.4098C v /' downcope.con O -pQ own eepe endineeiied,iec. v`Ey civil engineers land surveyors ----------__ ------1' =--- 7 939 Mo/n street ( Rte 6A)YARMOUWORT MA 02675 DATE REG. LAND SURVEYt)R GARBAGE DISPOSER IS 88 90' DESIGN FLOW: _2_ BED USE A 330 GPD DESIG __-------__ 9 REMOVAL OF UNSUITABLE SOIL - __��_^ ..- '`" --- 93 SEPTIC TANK: 330 GPI OUIRED AROUND PERIMETER OF _ ----'"�"- ACHING FACILITY, DOWN TO �p USE A 5Q0 GALLON ITA®LE SOIL LAYER. REPLACE oj�J --''` �}+ fH CLEAN MEDIUM SAND. LOT AREA 9�' LEACHING: a.= 11,543 SF t O�� 2(38.0 + 1( 1E SIDES: 80770M: 38.0 x 10., LEV. - �? M TOTAL: 468 S.F. 7.6' v USE 8 "QUICK 4" INFlL "y Op 4 9,�q F,PO `41. SIDES AND 3'. AT ENDS )4.8' 4rn 98 �T 9HDECMK S TITLE 5 _ 99 EXIS71NG )4.3 p DWELLING 700 a TOP Of FNDN , y 1391 HYANNIS- 10 " 00 PRE A! k SU AI R 6 TH-t ' DALE: 01 of TH- REVISED DATE: APRIL REVISED DATE OF'xAs ���N OF Mgs`F4 87.3' -X X X iQ1.03X X — DANIELA��� DANIEL cam X— X`_ X ci OJALA A. CIVIL N ` OJALA ti 6502 No.40980 y d0 •O � 4 v- Scale: 1"= 20' srVEa ass%° �sSr0 'A �6` SURVEY MA 0 10 20 30 40 50 FFFT �A 8' Edition Massachusetts Building Code .Mas r Mc K E N�Z I E s Ve sion of the WFCM 110 MPH Exposure B Checklist Summa of Construction Requirements ENGINEERING CONSULTANTS stmauml civil environmental project: 282 Chatham Road, Harwich, MA • Per review of location, site is Exposure B • The Mass Checklist has been satisfied with the additional requirements for attachment to the sonotube foundation. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts placed in concrete sonotubes with minimum embedment of 7"into concrete. Use ABU66 post bases for connection of the support beams to the anchor bolts in the sonotubes. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TH blocking or 2x lumber 4'on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6"spacing at the edges and 12" spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a maximum splice length of 4 feet and splices to be nailed with 12-16d nails in accordance with Table 6 in the WFCM 110/13 booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 4- 16d nails per foot for all elevations. For all door and window openings,multiple king studs are required. For openings up to 4 feet wide,2 king studs are required, for opening 5 feet to 9 feet wide,3 kings studs are required, and t for openings 10-12 feet wide, 4 king studs are required. Opening up to 5 feet, 2-2x4 headers are required, for openings up to 6 feet 2- 2x6 headers are required, for openings up to 7 feet 2- 2x8 headers are required, for openings up to 8 feet 2- 2x12 headers are required, for openings up to 9 feet 3- 2x10 headers are required, for openings up to 10 feet 3- 2x12 are required, for openings up to 11 feet 4-2x10 are required. For shear and uplift connection of the sheathing,the sheathing is to be nailed 3"on center at panel edges and 12"on center in the panel field for all elevations. All nails are to be 8d or equivalent gun nails(.131 x 2 'h"). In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the base of the floor box up to the top plate(Note 4 Sheet attached). 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 7x-1 Od nails per side. If blocking is not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every rafter without blocking.All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) 10 nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Steve Klugg and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void a d-rasult in non-compliance with the requirements of the wind design. M AK A ,. . C 1i'' ark A. � P• , res.,McKegi g Consultants, Inc. Attachments: Mass Checklist I r 4 WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 /3 G} / HYAN NtS --(IAR�S*Tp u. Ro. j "Y4atatS _ Check Compliance 1.1 SCOPE Wind Speed (3-sec. gust)..............:.................................................. ..................................................110 mph X/j WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)/stories <_2 stories RoofPitch ..........................................................................(Fig 2) ........................................./-/:I2 <_12:12 MeanRoof Height ..............................................................(Fig 2).................................................1�ft <_33' BuildingWidth, W ..............................................................(Fig 3)................................................ j.5_ft <_80' BuildingLength, L ..............................................................(Fig 3)................................................. @ ft <80' Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................. : 1�5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).......... ......................................(r$ <6,8n 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. a ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)............................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5).................................... in. <_6"-12" Bolt Embedment-concrete.........................................(Fig 5)...... ........................................... in.>7„ Bolt Embedment-masonry.........................................(Fig 5)..........---............................... in.>15,E PlateWasher...............................................................(Fig 5)..............................................?3"x 3"x/" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... %/ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................-0 ft <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................�ft..<.d FloorBracing at Endwalls...................................................(Fig 9).................----.................. . .......... Floor Sheathing Type ....................................................... (per 780 CMR Chapter 55).......A;&VkT.FG... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).......................!a in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/—in field K-46 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).......................... 5 ft <_ 10, Non-Loadbearing walls...................................:............(Fig 10 and Table 5).........................__L ft :5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..............'.....j,�in. <_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................=ft <_d / 4.2 EXTERIOR WALLS + Wood Studs Loadbearing walls........................................................(Table 5)........................... ..2x,jra--I ft in. Non-Loadbearing walls........................ (Table 5)..............................2xIca--// ft e> in. Gable End Wall Bracing' Full Height Endwal I Studs............................................(Fig 10)................................................................. WSP Attic Floor Length...............................................(Fig 11)......................................... ... ft>_W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)......................................./air>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)................................... ...........•.•........... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................4 1 L ft Splice Connection (no. of 16d common nails).............(Table 6)......................................................... o� r4 WC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connectiors Lateral (no. of 16d common nails)...............................(Tables 7)...................................................... V Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)........................................................ Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9).................................. ft�in.s 11' ✓ ........................................................ Sill Plate Spans ........................................................(Table 9).................................. ft-(D_in. <_ 11' Full Height Studs (no. of studs)...................................(Table 9)................................:......................_Z ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ` ft 0 in. <_ 12' Sill Plate Spans...........................................................(Table 9).................................. Po ft_&in. <12" Full Height Studs (no. of studs)....................................(Table 9)....................................................... _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .......... ...................................................................":5 6'8" SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10).................................................2-in. Shear Connection(no. of 16d common nails)(Table 10)........................' Percent Full-Height Sheathing.......................(Table 10)...................................................." ja /o 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts).................... _L Maximum Building Dimension, L Nominal Height of Tallest Opening2.......................... &8 a 6'8" SheathingType..............................................(note 4)......................................................M K —V Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ W in. (� Field Nail Spacing..........................................(Table 11)................................................. n. tom► Shear Connection (no. of 16d common nails)(Table 11)....................................................... �. Percent Full-Height Sheathing.......................(Table 11).................................................... o /o 5%Addtional Sheathing for Wall with Opening>6'8" (Design Concepts).................... Wall Cladding s Ratedfor Wind Speed?............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .......................................:.............(Figure 19)..............�ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors / Uplift........................:.......................(Table 12)............................................U= Zm If Y Lateral.............................................(Table 12).............................................L= ,.plf Shear...............................................(Table 12)............................................S=fit{plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=193 plf Gable Rake Outlooker..........................................(Figure 20)..............1/t ft<_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)............................................U_—_4 I e4 ib. Lateral (no. of 16d common nails)...(Table 14).......................................L=A&Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ............................................;fg in.>_7116"WSP Roof Sheathing Fastening...........................................(Table 2)................................................ �..(p Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements 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 2. 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. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. r r AWC Guide to Wood Construction in Hig h Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 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 RIMM ON FRAMING USE&!NAtS ATfi oc ^ 11 11 JI I/ 1 1-1 11 11 11 , 11 11 11 11 It II 11 11 71 11 II ,,[t 11 II , i/ 11 It p 11 /l 1 1 'C 11 11 , Ir m 11 li a 1 r L c° fl ii 1 Z C11 LLt iL tr I - 1 _J1� IL r 1 z I t Q 11 / ILj LI II Q IJ ii W II V 11 11 � t II II 11 fl �JI I I -- tl NAlLSPACWC 1 PANEt_ � 4 y See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment - A,WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 za ; FRAFA G MEMBERS i EDGE R�[T'ERMEDIATf -'•i� .i 2E STAGGERED 3"MNJ ;`WL PATTERN PANEL PAVE!EDGE DOUBLE►BAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment w GARBAGE DISPOSER IS DESIGN FLOW: Z BED 88.90' r USE A 330 GPD DESIG REMOVAL OF UNSUITABLE SOIL 93 SEPTIC TANK: 330 GPI QUIRED AROUND PERIMETER OF _ ---"" —""r. '`" ACHING FACILITY" DOWN TO - '`' +-4 ~ `" "��--�- -�, 4q USE A 1a GALLON ITA®LE SOIL LAYER. REPLACE �� r t LOT AREA��'' s LEACHING: fH CLEAN MEDIUM SAND. a�t�`t `"•: , °._ 11,543 SF t O�� 2(38.0 + 1( SIDES: '+ 84TTOM: 38.0 x 10., LEV, �{° :�':I .� _3 9j M TOTAL: 468 S.F. 7.6 ua USE QUICK 4 INFlL �p ��'p0 ) SIDES AND X. AT ENDS 98 ®H q' " �X DECK w o ,� TITLE . 99 EXIS711NG I4.3' DWI:1UR1G o. -- 700 TOP OF FNYDN CL ELEV. 100.7" JW 1391 —. �. 10 a� A 1 93.9' �`, n PRE Uf TH-1 a' DATE: 0 J/ 41 TM_ REVISED DATE: APRII RUSED DATE: � Z1i OF Mqs �SH OF*'T. " c DANIEL $7.3 -X X X 1�1.Q3x X-----. �� DANIELA. �, X----X '� t OJALA ca A' X CIVIL " OJALA 6502 N0.40980 w doScale: 1 20' ����c,sTS� t� Ess\° s$j &A �1QA sURIJ MA0 10 20 30 40 -- 50 FFFT I 1 933...- ...-.. �,. P..,�.- ......-. - ., of r Town of Barnstable RegWatorv-Services uennnc+`iR_� s r mass $ Thomas F.Geller,Dn ector - i63g. �b o►, a Building Division _ Tom Perry,Bolding Commissioner 200 Main Street,Hyamnis,MA 0260, www.tawn.barnstabkm,a.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder �(S ce�� V[�� II AI( � ,as Owner of the subject property, hereby authorize v to act on my behalf, in all matters relative to work authorized bythis buWng permit application for. ( dress of Job) - Signature of Owner 1 ate 9v sq Pi Apq uS Phut Name If Property Owner is applying for permit please complete the Homeowners License Eg ti -� emp on Form on the reverse side. � 1 666 I I14 I 3 PON 3 ue.� F E 1 � a s Vic. t ���x.,.• _ .sty 1 { ;�`�' k_JI n- ;.-. �" . ::'l�. IL \�t' "'..'tetra\ ��I .pn5• I t J IY�:E r I -�c.. f tl •id!t ENS 3 4^IFxF�'C.f�Z"t;u"R.."�'^.N.E .�-tE$�H'�T"�y I ��:i T �� � j> a ,-o L k,' t �.,ta � I� Sa'c�,....--•- �� t '''II �!°�L"tl�}.�.i r� ..... �•II'y�'44�"SL' I' ��Qi. �®'°� IE+vai* • T T1 H'il i i� Front Elevation SCALE:1/4" =. 1'-0" Sue Angus -Steve Whitmore-1391 Hyannis Barnstable Road -Hyannis-Massachusetts-Family Room Addition - 1/28/13-A2 i HTI .. _ .. .. I:M .. .. �Effl FM Right Elevation SCALE:1/4" = 1'-0" Sue Angus-Steve Whitmore-1391 Hyannis Barnstable Road-Hyannis-Massachusetts -Family Room Addition -1/28113-A3 - Tfl ® ® FM Rear Elevation SCALE:1/4" = V-0" Sue Angus-Steve Whitmore-1391 Hyannis Barnstable Road-Hyannis -Massachusetts -Family Room Addition -1/28/13 -A4 r Emil �11�1 Left Elevation SCALE:1/4" = T-0" Sue Angus -Steve Whitmore-1391 Hyannis Barnstable Road -Hyannis -Massachusetts -Family Room Addition-1/28/13-A5 30'-0' i S OUTDOOR SHOWER 1 < (� t 1 G EXISTING HOME - �NEIN - Ir� i --r-AMILY-R9OW I I I -0' 30' First Floor Overview SCALE:3/16"= 1'-0" Sue Angus-Steve Whitmore-1391 Hyannis Barnstable Road -Hyannis -Massachusetts -Family Room Addition - 1/28/13 -A6 r ' 8'-6 314' # 5-10 3/4'--T I I r--6'-3"=Span IL------------------------------------------- ------� �— y -- ---- -- —————————— -- I 3, L— J ------- 1Aih 9'-81/2" m p 1 x 3 i C y W o C I t i I i N m ✓ 6 112• 1'-114' 6 112' 4'-11' T-91/2' k --6'-91/2' + + T-61/2' 6-103/4'---� :ARK A. Foundation t MCKE-'OE SCALE:1/4„ = 1'-p„ -NA1 Sue Angus -Steve Whitmore-1391 Hyannis Barnstable Road-Hyannis -Massachusetts-Family Room Addition- 1/28113 -A7 _ II, IIII ICI illll l III. III I ili III' III�I �II tii `I li! ,iilll I, I I I I Ili i it i'II Oill'i, I t y � b t l I t I i I i I I Ili I. b .IiI , N N III � I II I �� I i!i j 1 .111 I b 30' N� s- � - Pia' FQts7E°�� Z/ZG�/j Floor Framing SCALE:1/4" = 1'-0" Sue Angus-Steve Whitmore-1391 Hyannis Barnstable Road-Hyannis -Massachusetts -Family Room Addition.- 1/28113-A8 t G L . ` X S NG II e• EXISTING HOME 3 r — — lliil 1 -- NFW FAMILY ROOM i i j I FNTRV PORCH- -� ---- ----- i i 1 i -x - - - 30' First Floor SCALE:1/4" = 1'-0" Sue Angus-Steve Whitmore-1391 Hyannis Barnstable Road-Hyannis -Massachusetts-Family Room Addition- 1/28/13 -A9 �o �m fT. EXISTING . HOME � "" a j N� —.—.—.—.—.—.—.—.— / ZE cr - - �, _ — /" - - - - -/. - 3 — m I I I I I I I I I I I I I I I I I I I I I I I I p c =�F � v � � u _ tVIARK A ILA IzNzia ^ ..I��•... .,,alp TS =7r.Mal E�.:'.pry Roof Framing J` SCALE:1/4" = 1'-0" Sue Angus -Steve Whitmore -1391 Hyannis Barnstable Road -Hyannis-Massachusetts -Family Room Addition -1/28/13-Al Architectural Shingles 5/8"Roof Sheathing �= 2x10 Rafters @ 16"oc with H2.5 Hurricane Ties 1x3 1x8 US = (2)2x6 Plates Header=(2)9 1/4"xt 3X'LVL and 2"Foam Insulation White Cedar Shingles 2x6 Wall Construction • Detail 1 SCALE:1/2" = 1'-0" 12' '€2rl x 3-0" 3 1/4'x 1314 LVL - Ceiling hangs t,F l4� t 2x10 Rafters @ 16'o.c. from Rafters - ,tiz +' ' Header for Bay Post to - Window Rafters 1 Ridge 2x10 @ 16 oc in hangers 3/4"T&G plywood underlayment @16 ocm hanger§ .. k :x �,, h`Yi',.4:x •Swzs' ::��.x,..ta._vd.. ( ,_..<,. - Cl'..q� 40.+3 �.rr, .t.F k...�:f°'- .c..-'i? :��?,-...�WJ. -A7'" : "� ,�s`3"'a...�3: "a �::;. '+-'h`w,r�".^,a,`?. w >:';:• ,ai £�Ik .s'a,n,. .-. A-'dx5-10' .S y�. J ; ... Xa�iS 2u10 P 6 u�` _'B 4 Post Base 1 x4 PT on bottom of Joists Ledger= T ::1 H2.5 Tie a I -� t'{o 12'PT plywood panels t Tilen HD bolts .,� �1 14 y dropped into each bay staggered @ 18 o c i i�"1x11 q c' Foam insulation ,�r a t..,( h a 4 12 -3 314° i - Span 1T94' I•" 'ATM—'� � � J'r Y � I BF24 with -'Existing Block Foundation 10'Sonotubes Section 2hii Section 1 3"µ SCALE:1/4" = 1'-0" SCALE:114 = 1'-0" m 1 rCr Sue Angus -Steve Whitmore-1391 Hyannis Barnstable Road -Hyannis-Massachusetts -Family Room Addition -1/28/13 -A11 ffi F) Town of Barnstable Regulatory Services Thomas F. Geiler,Director �xxsresi.e. 9 MASS,i6J9. g Buildin Division `b .� '°rFn►�t►y Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA.02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( PERMIT#,:?0000 i�3�P FEE: $ SHED REGISTRATION 120 square feet or less f �l � ✓t�tcs v �S �� Kr/ts�cx� �� Location of shed ddress) Village u L ON �� C9 Property owner sqAme Telephone number Ce i 5-0S_3(o0 _�C[�� X (C) Size of Shed Map/Parcel# . A/IA C'� 76- atuTe Date �T Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) V/Z Sit-no-off_hours r Conservation-8:0.0-9;30&3:30-4:30 j PLEASE NOTE: IF YOU ARE WIT1IN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS ]CORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 13. INSTALLER TO FACILITY PRIOR TI 14. NEW SEWER L ELEVATION SHOWI' INSTALL 45't 40 MIL LINER AS FEASIBILITY PRIOR SHOWN.PER Ptah BENCH MARK - TOP OF TOP ELEV. 94.0' CCNC. BOUND EL. = 93.7 BOTTOM ELEV. 90.0' 88.90' 93 do 19� SUITABLE SOIL C35 PERIMETER OF ��l LOT AREA 6 DOWN TO ER. REPLACE 11,543 SF t Off\ N SAND. 19 CP 9� O �r 98 S a H N 6.0 is _W _ w 3 r 9 EXISTING �Q 9 t 2 BR m DWELLING 3 H 100 TOP OF .o fNDN PROPOSED ELEV. 110 ADDITION 100.7' rn �A v. c\ ° �c TM-2 00 g, 4g 1 91.03' —X X X X X X—X X o 20' JUL 1 ;_. DATE 20 30 40 50 FEET �j{�C;Ot� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# Q V'S&z Health Division Conservation Division Permit# Tax Collector Date.Issued Treasurer Application Fee Of 00 Planning Dept. Permit Fee a` Date Definitive Plan Approved by Planning Board3 , ' Historic-OKH Preservation/Hyannis Project Street Address c Rd Village I Owner '� /r� r'1�ddre s Cv -14� Telephone Gt✓ ©- Z �� S f o �� �� Permit Request 60-67 , It2 Ck dEC it , f aced r -b 0kq cn bQ ck do rllr-r-- a6`x l3'X s' avq Square feet: 1st floor:existing proposed 2nd floor:existing 0 proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � _ Construction Type loco& Lot Size Grandfathered: ❑Yes �No If yes, attach supporting 1 umentalidn. J0. �; Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 13 (00— Historic House: ❑Yes No On Old King's Highw y: ❑Y s No Basement Type: Full ❑Crawl ❑Walkout ❑Other Ult 1 add 1 1 Oki r Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new 0 4 Number of Bedrooms: existing new Total Room Count(not including baths):existing new _ First Floor Room Count �d�oo�Yl, K�tc(nevl L Heat Type and Fuel: )(Gas ❑Oil ❑ Electric ❑Other Di I Rlk ad Oil SaZaXez 4Q 1:22 COVI d' Central Air: XYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ' kkNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ew size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name SL - /q4 l' Telephone Number S 3�—aC/G� Address L12, L-oci2 License# �3Q C6 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ' C PERMIT NO. DATE ISSUED , MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Oat,, f 0/ a FRAME INSULATION ak FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9 .o ti DATE CLOSED OUT ASSOCIATION PLAN NO. f Town of Barnstable Regulatory Services BARNSI.ABLE. ; Thomas F.Geiler,Director 9 MASS. g 1639• ,0 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 HOMEOWNER LICENSE EXEMPTION f Please Print DATE: I I r '` ©(0 JOB LOCATION: E r N number c,, street p / village"HOMEOWNER": U JS — &2_— f�b — ���p-�j cpa) n RES home phone# 1 i Lon Z�10 ©5_� CURRENT MAILING ADD S:��0 2 ,6 1 a64�2 city/town hate zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. dersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department m1 ' um inspection pr edur s and requirements and that he/she will comply with said procedures and requirements. i S gna a of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend.and adopt such a form/certification for use in your community. Q:forms:homeexempt 38'1 47 16'2 4'10 7' 66 1'11 2'6 5'10 2'6 Z' 2'6 9" 2'5 2'6 2'1 I I I I I I I tJi p O1-i N w W t ��■ A r x = O I d0 I N V Z-1 x ,TD]w = II ®® I I II00 II xx = — I CQm xI I °D Z I= II I m IZ I I om N I I II x n O I I U2 00 I I I I da I I II II I II N O 2'2 2'6 4'6 2'6 2"2'6 1' 1'8 3' 13'6 47 164 18'2 38'1 JNLLUWa3d and Qaalno3a 3aV S3dfUVNJIs Hloe 31da 1NWU1 1dd30 TdIJ 3000 9NI011(19 S113SMOVSSM si3d O311V1SNI 391SM Q�y 1d30 I�lifl93ley1SN2id gWtitlltl3OIXONOINN09btl0 a3M31A321 S2101�313a POWS -------------------------- -- ----- I 28' I I I I I I I BATH 7'6 x 10'6 I I I I I ———— ——————I ——— -- — I— ———————— I I I OFFICE BEDROOM ;o I 9'5 x 19'8 9'2 x 19'8 a I zo I N DN I I I I I I Tx87 ----------, ------- ----- -- - I I I I ATTIC 26'9 x 6'10 28' LIVING AREA 546 sq ft d IL 0 J h �v t i o FTTI IE -Ell] ]Munn H H , j �i --- � I I i noises Single 7" x 9-1/2" VERSA-LAM® 2.0 3100 DF Floor BeamT1302 BC CALCO 9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,January 03,2007 08:22 Build 057 File Name: BC CALC Project Job Name: Angus Residence Description: 2nd fl girt(over living rm) Address: 1391 Hyannis-Barnstable Rd Specifier: Bill Campbell City, State,Zip: Barnstable, Ma Designer: Customer: Angus Company: Shepley Wood Products Code reports: ESR-1040 Misc: Ar - 14-06-00 BO,3-1/2" B1,3-1/2" LL 3190 Ibs ILL 3190 Ibs DL 921 Ibs DL 921 Ibs Total Horizontal Product Length=14-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 14-06-00 40 10 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 13976 ft-Ibs 50.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3497 Ibs 27.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U340(0.496") 70.6% 1 1 output as evidence of suitability for Live Load Defl. U438 (0.385") 82.2% 1 1 particular application.Output here based Max Defl. 0.496" 49.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.7 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" 4111 Ibs 46.3% 44.7% Spruce-Pine-Fir or questions,please call B1 Post 3-1/2"x 3-1/2" 4111 Ibs 46.3% 44.7% Spruce-Pine-Fir (800)232-)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, Cautions ALLJOISTO, BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND@,VERSA-STUDO are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. User Notes Floor load only Page 1 of 1 BOISE- Single 7" x 11-7/8" VERSA-LAM® 2.0 3100 DF Floor Beam\F1301 -BC CALCO 9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,January 03,2007 08:22 Build 057 File Name: BC CALC Project Job Name: Angus Residence Description: 2nd floor girt(over kitchen) Address: 1391 Hyannis-Barnstable Rd Specifier: Bill Campbell City, State,Zip: Barnstable, Ma Designer: Customer: Angus Company: Shepley Wood Products Code reports: ESR-1040 Misc: r r �g fir 18-00-00 BO,3-1/2" B1,3-1/2" LL 3420 Ibs LL 3420 Ibs DL 1047 Ibs DL 1047 Ibs Total Horizontal Product Length=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00=00 18-00-00 40 10 09-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 19092 ft-Ibs 44.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3831 Ibs 24.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U389 (0.541") 61.7% 1 1 output as evidence of suitability for Live Load Defl. U508 (0.414") 70.9% 1 1 particular application.Output here based Max Defl. 0.541" 54.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.7 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" 4467 Ibs 50.3% 48.6% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4467 Ibs 50.3% 48.6% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, Cautions ALLJOISTO, BC RIM BOARD TM BCI@, BOISE GLULAM- SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUSO,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND@,VERSA-STUD@ are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. User Notes Floor load only Page 1 of 1 LEGEND 11. tXl,I INU LLACHINU F AUIU I Y 5HALL 8t P 4 REMOVED OR PUMPED AND FILLED WITH CLE/ 100.0 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTEREi. REMOVED 5' BENEATH AND AROUND THE PR( +100.00 EXISTING SPOT ELEVATION LEACHING FACILITY. 1 PROPOSED CONTOUR 13. INSTALLER TO VERIFY SOILS AT SITE OF o-- 00 FACILITY PRIOR TO INSTALLATION OF ANY CC 100 EXISTING CONTOUR 14. NEW SEWER LINE TO BE INSTALLED AT L, ELEVATION SHOWN. LICENSED PLUMBER TO VI INSTALL 45'1: 40 MIL LINER AS BENCH MARK — TOP OF FEASIBILITY PRIOR TO INSTALLATION OF ANY SHOWN PER PLAN TOP ELEV. 94.0' CONC. BOUND EL. = 93.7 BOTTOM ELEV. 90.0' S Y S' GARBAGE TEST HOLE LOGS 88.90' DESIGN F 9 USE A 3 ENGINEER: DAVID FLAHERTY, R.S. 93 � � SEPTIC T WITNESS: DON DESMARAIS, R.S. 5' REMOVAL OF UNSUITABLE SOIL 95 : 00, , 2006 REQUIRED AROUND PERIMETER OF y:t.._:� ' �, USE A OCTOBER 4, LEACHING FACILITY. DOWN TO LOT AREA �' SUITABLE SOIL LAYER. REPLACE '` '. P 11.543 SF t ORS LEACHING DATE PERC. RATE _ < 2 MIN/INCH WITH CLEAN MEDIUM SAND. P� SIDES: CLASS I SOILS p# 11475 M r.� 9) BOTTOM: ELEV. " ELEV. `` y,. - ; J�� � a TOTAL: 4 ` .; '' F,PO O USE 8 C 98.5 0" 97.4 "Cp 98 SIDES AN FILL FILL 91 r � 10" 97.7 12" 96.4s N 98 6.0 _ , S o y APPROVE[ A I —W W 3 C A gg EXISTING LS LS 0 I 2 BR m T I- 14 10YR 5/2 16" 10YR 5/2 96.1' 100 TOP OF G " 97.3 FNDN POSED I ELEV. L r B B ROP 70 ADDITION�.. 10O.7r 3 LS LS �;�-� 1391 HY) " 10YR 5/6 " 10YR 5/6 a^, B 39 95.2 41 94.0 r.�� � 3 0` PERC C C �O TH— FMS FMS CP iH-z ONS T R 1"' H F �d-- 2.5Y 6.4 2.5Y 6/4 A °sa 126" 88.Or 144" 85.4' -x x !� 1 Q1.03x x x x— x— — o OJALA a H. CIVIL N OJALA No. 30792 No.26348 NO GROUNDWATER ENCOUNTERED FG'STE��O��'� 'P0'cESS\O�� 1 s3/0 L ENG ENO S U RNVI Scale:1"= 20' Oct L,uo{� , new epMIZ' u nAA1 a 0 c 9) 1 c