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0164 SIXTH AVENUE (HYANNIS)
71 r t to ry2i'i July 7, 2010 Attention Barnstable Building Department Inspector £ ': Paul Builder Jonathan Tyler Project ess " � 1G� _Sevent We§Rtyannis port, Ma: RE: Deck Build specifications Deck is to be 13 feet wide X 20 feet out from house 10 inch sona tube to have Simpson strong tie post base# PB44 to be applied to all sona tubes and to attach 4x4 post. Deck is to be attached to house using 4 inch timber lock fasteners and to be 2 per bay.and installed diagonally. Railings are to be pre- constructed azec with 4 inch maximum spacing between balusters. Need foundation card as to verify existing property set back not to exceed set back for deck and stair system install. Try At�j`� �-A('v v L , 0, R 7 July 7, 2010 �f Attention Barnstable Building Department Ins ector'= Paul Builder Jonathan Tyler Project address 164 Seventh Ave. West Hyannis port, Ma. RE: Deck Build specifications Deck is to be 13 feet wide X 20 feet out from house 10 inch sona tube to have Simpson strong tie post base # PB44 to be applied to all sona tubes and to attach 4x4 post. Deck is to be attached to house using 4 inch timber lock fasteners and to be 2 per bay and installed diagonally. A Railings are to be pre- constructed azec with 4 inch maximum spacing between balusters. Need foundation card as to verify existing property set back not to exceed set back for deck and stair system install. c 2008 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS E 1.All workmanship to conform to the requirements of the Massachusetts State Building Code. latest edition 2. For site location and grading information,see Site Plan,by others. . 3. Assumed net allowable soil bearing capacity.q=3000 psf for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, Pc=3000 psi.3/4"aggregate.designed per American Concrete Institute Code. latest issue.maximum slump=4". a.) Anchor bolts ASTM A307 galvanized.min. 5/8"diameter. 12" long.w/2-1/2" hook spaced 4'o/c.or in concrete piers w/ Simpson ABU-series base: SPACED 2'o/c for slab-on-grade construction(i.e.Garage). FRAMING 1. All workmanship to conform to the requirements of the Massachusetts State Building Code. latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC IC Storage=20 psf Living Floor=40 psf " Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 110 MPH Exposure B 3. Structural Steel: (as required) a. ASTM A572 Grade 50:shop paint with rust inhibitive:paint. Thru-Bolts: ASTM A307. 1/2"diameter: punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns: shop weld hearing plates to beams: use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: Li'360 total 3oad dctleciton. 4. t imber eraming a.All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi. E=1.300.000 psi.or better. b. Pressure treated timber(P.T.): Southern Pine with Fb=1300 psi. E=1..600.000 psi,or better. Fc. Laminated Veneer.Lumber: All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi. E=1.900 ksi. Fv=285 psi. Fc_per=750 psi. ear=3035 psi. Parallam(PSL.): All PSL shall be min. 1.9E ES with Fb=2900 psi. E=1.900 ksi. Fv=285 psi. Fc�ier-750 psi. Fear-2900 psi. Note that Microllam m and Paralla may be used interchangeably. • 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements. with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood..spaced 487 o/c: Rafter to Ridge Plate: Collar ties min. 1 x6n_ b. Rafter ends to top plate: Simpson H2.5A 48"o/c.at top or Simpson Straps over top of pl}wood spaced 48"oic c. Band Joist: Simpson straps at 48"o/c ' 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers.or square plate washers. All nuts shall be retightened at completion ofjob. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c.maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs' 2-10d.toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all ed es: it ch plywood edges to this blocking 8.Nailing Schedule: H G F h..{ All nailing shall be in accordance"with Appendix 120.Q,unless noted herein specifically!, g 16 Multiple Studs 16d n 7l 12"staggered a. All nails shall be common wire nails. g0� MICH1LE b. Sub-bore where:nails tend to split wood. 0 CUDIL O r;;t 0 No.34774 9. Headers less than 4'-0".use 2-20:all others per MA State Building Code Table 5502.5(1)and(2). STRUCTURAL fl P,AL MICHELE CUDILO, P. Rr�,T-4;`.�\��' Consultini Structural En in L 1 ottonwood Lane, Centerville, Massachusetts 02 �kU g Drawn By: MC Date: I\�'/�1 ' V �v� , �'�� Drawing W, '4\p-�wsf>ot�T, tale: AS NOTED Rev. 0 File Name: �, � Project No.:20 - S K— o� MICHELE c"'� 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDAR' f� CUDILO N MASSACHUSETTS STATE BUILDING CODE r ° STRUCTURAL ltur �(Ar�n1lS�0�Tj HA AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' ll S ON AL 0 Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) . . ......... ....... .. ..... ... .... . .. — Wind Exposure Category .. ... ....,.• • , . ... . .. ... . ... 110 mph .. .. . .......... ... ..... . . .. 1.2 APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a stgry) Roof Pitch stories s 2 stories _ .. ......... . ..... .... (Fig 2) (2s 12.12 Mean Roof Height . . . ...... .. .. .. (Fig 2) ft s 33' Building Width,W . ....•••;. . (Fig 3) — "" """ ft s 80' _Building Length,L . ...... Building Aspect Ratio(L/W) (Fig 3) ft s 80' e .... ...... (Fig 4) i s '8 _Nominal Height of Tallest Opening' ..,, ,,. �•• �••� �• �� ' '''' (p .,. (Fig 4) ... . ... .. .... S"s b'8" 1.3 FRAMING CONNECTIONS — General compliance with framing connections... (Table 2) .... :.. .... 2.1 FOUNDATION — Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ... .. Concrete Masonry :.. . . ... .... .. . ..... ... ''' 2.2 ANCHORAGE TO FOUNDATION'•' Anchor Bolts imbedded or hie"Proprietary Mechanical Anchors as an alternative'n concrete only Bolt Spacing—general ....... ........ ... (Table 4) .. . .......... Bolt Spacing from end/joint of plate o !�'( ( �tn• — (Fi 5) ..... . .. . .. . ...1 ji in. s 6"— 12„ Bolt Embedment—concrete. ........... . (Fig 5)...... ... ....... ....... ._2 in. z 7" Bolt Embedment—masonry........, (Fig 5) . .'•... ... Plate Washer, . .. •...................... (FigS) .... ...... — in. z 15"......... z3"x3"xt���� 3.1 FLOORS — Floor framing member spans checked ....... .. (per 780 CMR 55.00 Maximum Floor Opening Dimension........ .. (Fig 6) . ) .. ........' ' 'r`''''' Full Height Wall Studs at Floor Openings less than 2'from Exterior,Wall(Fig 6) ft s 12' — Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) ;•• - M_ aximum Cantilevered Floor Joists =ft s d _ Supporting Loadbearing Walls or Shearwall (Fig 8) ........ .. ..• ..•.....• ft s d Floor Bracing at Endwalls .. ..... ......•.... (Fig 9) — Floor Sheathing Type ... . • •. '' Floor Sheathing Thickness . , ,•. (Per 780 CMR 55.00) . ....... .... •••..... (per 780 CMR 55.00) . . ..... . .... Floor Sheathing Fastening :. ................ (Table 2)Ld nails at�in edge/ in field 4.1 WALLS — Wall Height Loadbearing walls ... .......... + q . (Fig 10 and Table 5) . . .. ...... 7 ft s I o' (Fig ...........� t s 20'Non- Spacing walls . . 10 and Table 5) Wall — P g ••• ••• (Fig 10 and Table 5) ....... (�in. s 24"o.c. Wall Story Offsets _ .... .. — ft sd 4.2 EXTERIOR WALLS' — Wood Studs Loadbearing walls . . . .:... ........ .... (Table 5) 2x Non-Loadbearing walls ................. (Table 5) 2x� ft, in. _ Gable End Wall Bracing' Abp'gi j I�' ,'T ft m• _ C� , s GS-14" ,SIDE ernbt„`: Full Height Endwall Studs ....... (Fig]0) 7U� WSP Attic Floor Length........... .• ® 'l ........ ... Gypsum Ceiling Length(if WSP not used (Fig 1 1) (lr,y,liJou ...,. i - ft' W/3 (Fig t>> ..... ....... .. ...... ..225ft 2 0.9W and 2 x 4 Continuous Lateral Brace Ca 6 ft.o.c. ..(Fig 1 1).............. . . . . — ur 1 x 3 ceiling . furring strips (to 16"spacing nun,with 2 x 4 blocking t�4 ft.. spacing in end joist or truss bays .. ....... .. Double Top Plate "" Splice Length. .. . . . , • (Fig 13 and Table 6) ... . . . ... - — Splice Connection(no.of 16d common nails)(Table 6) ft . . . . — s �t b� (Effective LtQ 0ly, ` Tf 780CMR SeventhEditio 0AA 1a 1/1/O8) eA �i.ID : 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS (( 4- .APPENDICES -,Y/, ►-ASfMT- Loadbearing Wall Connections Lateral(no.of 16d common nails) . ........ (Tables 7) :.....:.. .. Z 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) Header Spans . . ....... ....... •. .. (Table 9) ft 4in. Sill Plate Spans .... ..... (Table 9) .. ....... . ....tft in. Full Height Studs(no.of studs) ........... (Table 9) . Non-Load Bearing Wall Openings(record largest opening but check all openings for co m liance to Table 9) Header Spans....... ........ ............. (Table 9) .... .... .. .. ..... Sill Plate Spans.... . .. .. .. . . ..... • • • z ft _in. s 12' .... ... (Table 9) .. . .. . ... .. . .. in. s t 2„ — Full Height Studs(no.of studs) .. .... .. ... (Table 9) .. .. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension,W N �� � � Nominal Height of Tallest O enin 1 P g' . ............. .. . . .. . .. ... . . . . . .. . ..( s 6,8„ t v Sheathing Type ... ..... ..... . .. F . ... .:(note 4).. .. . ... . ... .. . .. . . . . .. .. � X Edge Nail Spacing . . .... ..... . ....... (Table 10 or note 4 if less) . . tn, sf Field Nail Spacing . . . . ............... (Table 10).. . ... .. — X � ' 57 Shear Connection(no.of 16d common nails)(Table 10) . �n Percent Full-Height Sheathing �� • � • �� ' '''' ' ' '' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts). . . . . ... . �- Maximum Building Dimension,L — Nominal Height of Tallest Opening ........... ..... ........ . U .. ........ . s 8 Sheathing Type . .. . .. . ., , , . . (note 4) . . ..... .. . ..(4 — Edge Nail Spacing ... . .. .. ... . ....... (Table 1 I or note 4 if less) . . ... . . 3 in. Field Nail Spacing .. ..... . ... ........ (Table 11 f— — Shear Connection(no.of 16d common nails)(Table 11) ~ Percent Full-Height Sheathing .•....... ... (Table 11).. . ... . .. .. . .. . . . . .... .. .I... . 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)... . Wall Cladding t Rated for Wind Speed? ..... 5.1 ROOFS Roof frarr ing 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 /� n.. ( ).. ............ .. U=—Plf _- 42 , s� Lateral' ... ...............•.......... (Tablel2}.:... .... . ... .. . . .. . L-_ If Shear. . .. . ... ...... . . .... ........... (Table 12).. , S= P A ft t- Ridge Strap Connections,if collar ties not used er page 21 Table 13 —pif P P g ( ).. .. .... . .. . I T= plf Gable Rake Outlooker ... •. . • •,•,„. ,,, (Figure 20) .. —' Truss or Rafter Connections at Non-Loadbearing Walls ' —ft s smaller of 2'or U2 Proprietary Connectors Uplift ... . ... ... . .. ......... . .. (Table 14).:: . .... Lateral(no.of 16d common nails) .. (Table 14) ''. ' '''• ..... . ... .....' U=—lb. ...:. . . =Roof Sheathing Type ... . . .. ...•• . •,•... (per 780 CMR .00 and 59. Roof Sheathing Thickness . . ) '� lb. `L� — 7 1 in, z 7/1 WSP • Roof Sheathing Fastening ,. ��•��� ' �,f'' � ....., (Table 2) .. �...(o. . -/(P:Notes: I.I. 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 l I P1,10 OF A4A.IS} c. Uplift Straps per Figure 14 d. All Straps per Figure 17 �� ICHELE Y� ' :r:•4-P e.' Comer Stud Hold Downs per Figure 18a and Figure l8b g CUI31L0 �j` P. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height shear o lbo.34774 ��r requirements shown in Tables 10 and 1 1. STRUCTURAL.. 2 ?. the oonom sill plate in exterior walls shall be a minimurn 2 in.nominal thickness pressure trenteri • ,� r'.,"' r.'� � ' 1"""1 1 r I� ,i�„u,�r,���11�livnllilti�i11t�.1(1UlItlIN�f1�{?l'�ll�illlt!rFlplEflll4tlpk'�tEptlli"ltll�l-1�'t 14l TE §11alhiq AM WN§pdciiig regiiiremenis 12/28/07 (Effective I/1/08) 780 CMR-Seventh Edition 1055' •.y. 01 :HYANNIS WATER SYSTEMCs. FAX NO. :508 790 1313 Apr. 17 2009 12:39PM P1/2 -COMM. JOI.IRNAL- w8cxxc*xc*** w *mac** DATE JAM-26-20A9 *w*lic* TIME: 1].:11 MODE = MEMORY TRANS111SSInN STPRT-JANI-26 11:1.0 END=JAN-26 11:11 FILE. NO.-248 STN NO. COMM. ABBR HO. STATION NAMiE/TEL 140. PAGES DURATION 001 OK 9*I,509'79062[i0 002/002 00:00:29 —HYANNIS WATEf� SYSTEM —HYAIVN I S WATER 500 790 1313— C f�4 V 1 Hyannis Water System - 47 Old Yarmouth Road Hyeanin, 1MA 02601 508-775-0063 Fax: 508-790-1313 Fax Coveraheet Date: To: SALLY Fax; (508)79-0--6230 Re-:---•16 4-E IXTH-AVSNVE. Sender: Jayne StArtk .._..... _..—_. 2 PAGES FROM :HYANNIS WATER SYSTEM FAX NO. :508 790 1313 Apr. .17 2009 12:39PM P2/2 lair,1 N 10 8 ARN'S It •ABLE 20H APR 17 PM 12- 37 Hyannis Water System Invoice No. HWS-5193-499E P.O. Box 326 Hyannis, Massachusetts 02601-0326 (508).775-0063 fax (508)790-1313 INVOICE - Customer Name Remodeling Associates _ Date 1/20/2009 Address 2 L nxholm Court Acct. No. 600091 City n H anis State MA ZIP 02601 Service No. 5193 Hyannis ....... .. Phone - ..... .:.._ FOB City Description Unit Pr TOT ice AL 164 SIXTH AVENUE _ - . ..... 1 Permit Approval- Shut Off at Curb Stop- 1/19/09 $60.00 $60,00 Non-Taxable Total _. $60.00 SubTotal Non-Taxable Total $60.00 Taxes MA TOTAL $60A0 4 , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_,. O M1 Map Parcel �IR'C�O ; 'Application # � d�"�o?� Health Division Date Issued 7i Conservation Division ? Application Fee Planning'Dept. Fee >► S� Date Definitive:Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 16 S/XTY A vE ' Village ES T 14YAPA-1 rSP�;T !21 6 7 Q Owner �.1� K u5 /3�90,4R/� r►'1 i K �S Address v( R Cn 10E A2cAa^'fi n ivy /0538 Telephone Permit Request l� ^P�/4« '-ji /7-/ r,) j d RE4 9 . 5 X S-1 13AT-dR40 n AIDPTi::0 1 5 105'� Square feet: 1 st floor: existing 906 proposed 2nd floor: existing O proposed O Total new �/S Zoning District /��s Flood Plain Groundwater Overlay Project Valuation SOC7D Construction Type IDQ Lot Size P C Grandfathered: ❑Yes WNo If yes, attach �ypportin pocumentation. Dwelling Type: Single Family J4 Two Family ❑ Multi-Family(# units) cn Age of Existing Structure Historic House: ❑Yes ❑ No On Old King~ ighw ❑des ❑ No Basement Type: RFull ❑ Crawl ❑Walkout ❑ Other r m Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft �w6 Number of Baths: Full: existing_ new Half: existing O new Number of Bedrooms: 3 existing Onew Total Room Count (not including baths): existing new O First Floor Room Count Heat Type and Fuel: O(Gas ❑Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing 0 New 4 Existing wood/coal stove: ❑Yes kNo Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current,Use - - - _ _Proposed:Use_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name , o Q Kc k�k i4w 7 y L 1-Z, Telephone Number .S �— '7 7 S " 7 -7 5 Address g? L.Y N)( HOLM CT, License# 7 c�'! 7 9 14 1&N N s . �'"� A 6 l Home Improvement Contractor# Worker's Compensation # 7 P3yB -OIO-1'Ma6-y-a8 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7AR L E T Ow iti J> u tY\,7 . SIGNATURE DATE a 1 1 FOR,OFFICIAL USE ONLY '� APPLICATION# `DATE ISSUED MAP/PARCEL NO. s - ` ADDRESS VILLAGE -OWNER T DATE OF INSPECTION: FOUNDATION ce_ P /� FRAME P�.r `I _ —®1 I INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL—'. GAS: ROUGH FINAL ' FINAL BUILDING ;T F r DATE CLOSED OUT ti ASSOCIATION PLAN NO. p ME �,. • sARlasi'ABL,E, ' ma 1'66 9. . 'Town-®f Barnstable - - D N1f►4� I Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry,CBO 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 A Builder � 2 ¢ —L C, ' as Owner.of the subject property hereby authorize _ TON AT /4 N . F YLJ ; to act on my behalf, in all matters relative to work authorized by this building permit application for: �dD (Address of Job) C ° i Signature of Owner . Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. fiE EREhI ZONE ".-3 '. 4ssessars �%L�: 745 etb�CY5: Aar l `8-2 front: ? ni^ �' . •Side: 7 U'.m in" r° r' Rear: 1 rn in N/F Borbara wer::i 1 X 10, 19.4 -of 5U: - W � '1 StyrjF_ b� j m _k_ - < �O CC r Q r ' &had .'B'Orr lv,: _ ?r3 J.•'c H C5per1.'Oin O"Fo� PLOT PLAN R � Ord 1,�.CUR w tr �r rr tt� r n�n J'J _ fir C p ! ) The =CruC'tures shi;wn. 'wt,rSe 1 cbtej on the :�rounCl G:. ,. ,� 'a: by C 7rl_VG�i7�iOnaf .,rJr v�1'a f7^(?i?lC<j� on 2 S p/0 . PREPARED FOR. .� The property ;n'arr, ufivn '^own hereon bti Jane lvVel; r"'. �o^apil?d from ovaiiat'!2 recur(:, ir?Iormatipr, .7n,j :5.30 Estreet Baas not reDr •senun actual -i the Plrw ?i=i� Thi's plc;n is rot !'cr r<. _)rding end not PREPARED BY: to e userl t :r .^.ins true .,.,r C(BSCrepUOn pUtp3ses. G r , G'l �� Y. MOP .c -� `l^ , . Tr .399 Cx �. r Lice►Ae.or registration valid for in0ividul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return.to: s RegistretlBn: 106627 Board of Building Regulations and Standards One Ashburton Ex irati�in� I Place m.1301 ; p .704/2010 Tr# . 0 Boston,Ma. 02108 - ;# n i Idual t JONATHAN M T .. Jonathan Tyler 67 Cranberry Lane(,iQ -..._ W Hyannisport, MA a�6 ,i Adminisn ator Not valid without signature _ ;- I,: t)' � ► tr �ti s ,if tin-, F._ 1� Ct�t4's�1ifU61I ` Uj9 itst liir� '. i -354000 cf enclosed'space: ..00 Lihel IA-Masoi►ry'only \,3 - dmily Mines 1G 1':2 F Failure. to possess a currente it on of the' � , ,-� � �•� .� � 1VIassachusettlt State Bn►Iditig��jle is:cause fur rovootrbn.otthis lideinse. JON gm _ I 2 LYNXHt7LM CT' HYANNI , MA 0260fi9N '. CirtffiiYisffisii5tl�i d i ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: SON 8 1 H A --� '�L Site Address: I G y 5ve 14 jjr print Town: k), H/A/N/S1>01Z I Applicant Phone: S- -7 — 9 paw-7 a Applicant Signature: Date of Application: a ./L1Oo 9 NEW CONSTRUC choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM O Ceiling or Stab it Option 1: Basement P Fenestration exposed Wall .Floor Perimeter U-factor floors R-Value R-Value R-Value Wall R-Value AFUE HSPF SEER E R-Value and Depth _ National Appliance Energy R-10, Conservation Act(NAECA)of .3 5 R-3 8 R-19 R4 9 R-10 4 ft. 1987 as amended,minimums or • _ eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (786 CMR 6107.3.2) REScheck-Web which can be accessed at http://www.energ_ycodes.gov/rescheck/ ADDITIONS OR ALTERATIONS.TO EXISTING BUILDINGS�OVER.S YEARS OLD* *Buildings under 5 years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b - a) SF 100 x �oZC� = �joZU= '38 % of glazing (b) Glazing area equals /010 SF 6 a If glazing is.< o% use the chart below. If glazing is> 40 %proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and .Wall Floor. Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39. R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access,openings). SUNROOM-An addition or alteration to an existing building/dwelling unit.where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. - Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) A RIC Guide to ff'ood Construction in igh- f nd Areas: 110 itip a. Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301..2.1.1)3 Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)....:......... .. 110 mph ✓......................................................................................................... Wind Exposure Category .....................::...............................::.......:..:..:.............:............:.:. ........:.....:..;...:...........g 1:2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories :52 stories ✓ Roof Pitch ..................................................... .........................(Fig 2) ............................................. I a.:5 12:12 ✓ Mean Roof Height ..................................:.........................:.....(Fig 2)..........:.........................................a a ft s 33' ✓ Building Width, W .......:...........:..........:..........:....:.:.............:.:.(Fig 3)..:.....:...................................:..... l b.ft <80' ✓ Building Length, L ..................................................................(Fig 3)................................................... t b ft :5 80' ✓ Building Aspect Ratio(L/W) ............. .... ............(Fig 4)... �<_3:1 ✓ Nominal Height of Tallest Opening ....................(Fig 4)... ................. 6 8 <6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections.................. .. ......... ........ ............. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................... :..................:......,.... ..: 'PLOI...... ............. 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) ............. ....._... ....... -7oZ in, Bolt Spacing from end/joint of plate ..... .....................(Fig 5)..: ................................ (0 in. <_6"- 12" Bolt Embedment-concrete...... ..................................(Fig 5)........:...... ............................. . 7 in. >7" LOA Bolt Embedment-masonry................................:...........(Fig 5)...........................,.......,.......... in. >_ 15" Plate Washer...................................................................(Fig 5).................................................>_3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked .................................(per 780 CMR Chapter 55)...................................... +� Maximum Floor Opening Dimension.......................... ..::...(Fig 6)....................................lVA......._ft<_ 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)... NO.....0 FF.. SET, —ft <_d ✓ Maximum Cantilevered Floor Joists _ - Supporting Loadbearing Walls or Shearwall ..... .........(Fig 8)... N ....... ..... ......... ......... ft <d Floor Bracing at Endwalls........................................................(Fig 9)... .....N.A..................... .... Floor Sheathing TypeTfl6.l....� 1a.?t.... !llll y wGO b (per 780 CMR Chapter 55)........................ ........ ✓ Floor Sheathing Thickness .. V4 .........(per 780 CMR Chapter 55)................... 3 in. Floor Sheathing Fastening..: ... ......... ...................(Table 2 .) ..$d.nails at�_in edge/min field 4.1 WALLS Wall Height. Loadbearing walls........................ .......... .......... . .......(Fig 10 and Table 5).................. ......... 8 ft :5 10, Non-Loadbearing walls...................................................(Fig 10 and Table 5)...... ......_8-ft <_20' Wall Stud Spacing ....................... ............. (Fig 10 and Table 5) ......... 16 in. <24" o.c. Wall Story Offsets ..................... . .................... .........(Figs 7.&8)........ ....VA......... ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls......... ......,(Table 5) ....................2x_-$ft Q in. Non-Loadbearing walls...:...............................................(Table.5).........:... . ..._..........2x -_ft O in. Gable End Wall Bracing' Full Height Endwall Studs ......... .. ...... .......(Fig 10). ....... �...SS 1. ...q'.^�,..10 ........... WSP Attic Floor Length.............. ......................... ength....................................... ........(Fig 11). . ....:......i!r. .................... ft>W/3 Gypsum Ceiling Length (if WSP not used).............. . (Fig 11). _ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11.).. ..:......:........................:...I..... 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) ?.. ft Splice Connection(no. of 16d common hails)...............(Table 6)........................ . ......... . ......_ a� SMA LQ No SPLICE P555rcrrf. . A PVC Guide to Wood Construction in.Ifigh Rind Areas 110 ilnplh Wind,Zone Loadbearing Wall Connections Lateral (no. of 16d common.nails)...................................(Tables 7) ....._... .......... .......:. ....... oZ - 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) Header Spans ................................... (Table 9) 6 ft C in. <- 11' Sill Plate Spans ...................... (Table 9) .... 01 ft O in. <- 11' Full Height Studs (no. of studs) ........ .:.......(Table 9) ......... ......... ....:'.:........... 3 r ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ........................................::................(Table 9)..................................... 3' ft a in.s 12' v Sill Plate Spans.... ................ ......... ...:......:..........(Table 9) ................. ft O in. <'12 ,_: ✓. Full Height Studs(no. of studs)............. ....................(Table 9) ...:............r..... :..........:.. _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum,Building Dimension, W i �. Nominal Height of Tallest Openingz .......: ...6 8 s 6'8" _ Sheathing Type.......... ......... ........: .. .:.....(note 4)....:W.Oa. C.J)X:.......... ✓ Edge Nail Spacing...... ..... .:....:.............(Table 10 or note 4 if less).......: 3 in. Field Nail Spacing...............:.............................(Table 10) ............. ..................... in. Shear Connection(no. of 16d.common nails)(Table 10)...........................�2.o�.$.,PL�....... Percent Full-Height Sheathing............. -......(Table 10) .....::.. % ......... ....._....7. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)`..................... Maximum Building Dimension, L i Nominal Height of Tallest Opening2 Sheathing Type...:...... . ......... . . . ..... .........(note 4), ......... .....C..bX...... .............. s ti v Edge Nail Spacing...............................: .........(Table 11 or note 4 if less)........ in. ✓ Field Nail'Spacing:..... .:::.....:(Table 11) ..:.:.... in. Shear Connection(no. of 16d common nails)(Table 11) ..................... Percent Full-Height Sheathing .....................(Table 11) ..................... ............................ ax-% 5%Additional Sheathing for Wall with Opening>68" (Design Concepts)..................... Wall Cladding: v Rated for Wind Speed?. .......... .... .. .. F$ .:. ......... 5.1 ROOFS Roof framing member spans checked? (For.Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ........ ......... .........(Figure 19)............ . ft<-smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing`Walls Proprietary Connectors .........(Table 12)...'...... ..... :.. ..:... pif... - Uplift. ...`.:.... :........ ......... ........U-1"1� Lateral................................................(Table 12):.:........................................... L= 1'7bplf Shear..................:...............................(Table 12) ....... ...................... ....• :..S= RIf Ridge Strap Connections,'if collar ties not used per`page.21'.. (Table 13)......... ........ T=NA plf Gable Rake Outlooker............................................(Figure 20):............._ft<-smaller of 2' or L/2 Truss or Rafter Connections`at Non-Loadbearing Walls Proprietary Connectors Uplift...................................................(Table 14) ................:.... U=�Ib. _(L .... Lateral (no of 16d common nails) (Table 14)..::... ....:.... Roof Sheathing Type..., (per 780 CMR Chapters 58 and 59) ... .....: _ Roof Sheathing Thickness ......... ......... .....t...Va in.>_7/16 WSP ✓ Roof;Sheathing Fastening......... ......:. ......... .........(Table 2)..........., .......I.............. ._..... ..: :..$� �✓ 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 1.8b 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 in. nominal thickness pressure treated#2=grade. A WC Guicde to Wood Coryn.struction ira High Watrd Areas: 110 itip a Wind Zf)n➢ " 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 .-VA iLN THIS taEREsrs©ra FPdJ4A8t G USE 8d tams " azs10x 11 tl ' it' 11 11 / . it 11 11 1 it.- itIt go 11 O Q - - - 1 /F 11 it .9 t it Ir" IL 14 - 11 11 1 tor1 u t 11 rl 11 MAILSPACM - PAlKEt See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachrnent A WC Guide to ff,o d Construction in High fflin lAreas: .110 in ph Wind Zane Massachusetts C"beeklist for Compl n.ft (790CMR-530 .2.1.1)f / 1 1 d r + Z Iu FRAMING MEMBER$ 1 i + EDGE tan AAmATE 1 1 1 : sre• ; rum 1 1 STAGGERED T. 3"MML UVL FAIIERN PANEL PANEL EDGE. 1 DOUBLE NAIL EDGE SPACiNG DErAL Detail VerkiGal and Horizontal Nailing. far Panel Attachment C Q A EPIC Gt/.11�C' 10 1-Vood C011St7wction LA HMI J` h d Ai-e s: 110 tjcph {•Viral Zone Massachusetts Checklist foi- Cof11pliance(780 e1`0R 5301.2.1.1)' Check Compliance 1.1 SCOPE Wind Speed (3-sec. gust)...................:.:.... ......... ....... ........:.... ...:. ............. ........................... 110 mph ✓ Wind Exposure Category............................ :.....: . ...... .... .. ..... .. ........ .............................................B Wind Exposure Category... ..........Engineering Required For Entire Project .... .......................... 1.2 APPLICABILITY Number of Stories(a roof Which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories. ✓ Roof Pitch .....:....... (Fig 2) :..... (� <_12:12 �C Mean Roof Height ...............................................:...(Fig 2) ......... ............. ft <33' BuildingWidth, W .............. ...-........ ...(Fig3 ......... :5 Building Length, L ...-........ .-..._................................(Fig 3).......:-........................................ S' -ft.5 80'_ Building Aspect Ratio(L/W) ................................(Fig 4)................................................. 3:1 ✓ Nominal Height of Tallest Openingz .:........... .... ........... .....(Fig 4)............ ...............- ..�s 6'8° !� 1.3 FRAMING CONNECTIONS. General compliance with framing connections:...................(Table 2).......................... .-..:................:...... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404 1 Concrete................ .:. ....:... ...... .-................. ....... . .-............... ...... .................. Concrete Masonry............. ......::....,.... .....:......... ......: :-....... ` 2.2 -ANCHORAGE TO FOUNDATIONt s Bolt Spacing ombedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete only 5/8"Bolt r Bolts :general ..:.... . ..... ............(Table 4) . 44 in. Bolt Spacing from endrjoint.of plate .... .....................(Fig,5). .......•. -... ... . ....... .. b in.<6 —12" Bolt Embedment-concrete..•: .......... ....................(Fig 5)............ .....`...........-..••...........:�in.>_77 Bolt Embedment—masonry.....:.........:. :.......:...(Fig 5) : ...... .. ..........:.: in:>_ 15" Plate Washer..: ......... ......... .._..............................(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).....-......-. .......................... - .a ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).... ............A................ Maximum Floor Joist Setbacks . Supporting Loadbearing Walls or Shearwall................(Fig 7).. ......N�.. OFFSET Supporting ft s d Maximum Cantilevered Floor Joists A Supporting Loadbearing Wallsor Shearwall................(Fig 8)-. N...'a.:. _ft <_d Floor..Bracing at Endwalls .. (Fig 9)..... ..•.. ..................................................... Floor Sheathing Type lY r �......:..(per 780 CMR Chapter 55) ....:-........... Floor Sheathing Thickness . (per 780 CMR Chapter 55) '�/y in. Floor Sheathing Fastening... . ....... ......... .........: ....... .(Table 2)..S_d nails at b in edge/ 1_X in field 4.1 WALLS Wall Height Loadbearing walls........ ...............................................(Fig 10 and Table 5)...... _-.:.._. ........ ft <10' Non-Loadbearing walls (Fig 10 and Table 5) ......................�ft s 20' Wall Stud Spacing (Fig 10 and Table 5) l 10in.s 24"o.c. r Wall Story Offsets .................................... ... .................(Figs 7&8).....:. ....:... .P. .................... ft <d - 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls - (Table 5) ...:......................... _ 8 ft c in. 2x - , Non-Loadbearing walls. .......................:........(Table 5) ..............-2x_- 'ft Q in. Gable End Wall Bracing':. Full Height EndwalLStuds............................................(Fig 10)....... ^�..-...D... L101 WSP Attic Floor Length. ....:........:.....:....:...................(Fig 11). ............/V A:...-................ ft>W/3 Gypsum Ceiling Length(if WSP not used)....:...:........:.(Fig 11)..:.... ..:............ ......................_ft a 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_z Double Top Plate Splice Length .............s.::.:,. ...:._..........I.... ..:.:....(Fig 13 and Table 6);.................................... ft Splice Connection_(no.of 16d common nails)..............(Table 6)................. .. ::: .............................. w 14+0 ATVC Guide to I-Vood Const7wetion in High JVind Arens: 110 tnph i-Vind Zone Massachusetts Checklist for- Conlpli,ance (7s0 C.t1lR53o1.2.1.1)1 Loadbearing Wall Connections } Lateral (no.of 16d common nails).....:.,...........................(Ta61esa7)..:................. .......:. .................. a 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) Header Spans ........................................................(Table 9)..................:............... 3:ft. O in.5.1 V Sill Plate Spans ................................. ....I.........:........(Table 9).....:......... a ft. Full Height Studs (no.of studs). ......... ...................(Table 9)...................... ....: ................. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans........................... .............................(Table 9) ..................... .:...:.:eft 0 in._< 12' v Sill Plate Spans.... :........... .. ....... ......... ....:.....(Table 9)....................... .2k ft p in. 5 12" FuILHeight Studs (no.of studs)....................................(Table 9)....................... . ......--............ ..... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening Z ...................... �8<ti'8" Sheathing Type..............................................(note 4)... .........wa2.{�. . .'.AIL.0 ?x 'Edge Nail Spacing.:..... ...........(Table 10 or note 4 if less)......... ......:.:. 3 in. Field Nail Spacing....... ..:..........(Table 10).........................................:.:......La in. .Shear Connection(no.of 16d common nails)(Table 10)........ ....:........ .... ......... ........ _ Percent Full-Height Sheathing.......................(Table 10)...... ......................... .................. /o .5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).....:.............. Maximum Building Dimension, L i Nominal Height of Tallest Openng2 .............................. .................................... <_6'8° Sheathing Type................................................(note 4).................................CA Edge Nail,Spacing ..... ......... ....:..:..:......(Table 11 or note 4 if less).......:. ..... in. Field Nail Spacing ........ ......... ........ ....:..(Table 11.) in. ✓ Shear Connection(no. of 16d common nails)(Table 11).......................a.a�....5 iNF.........-A e : Percent Full-Height Sheathing'..... ..:..:..........(Table 11).....................................................2L% v 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... .; Wall.Cladding �. Rated for Wind Speed?...................................................... . //�5.... ... . ....... . . .�..... ........ ........................... 5.1 ROOFS. Roof framing member spans checked?..., ........(For Rafters use AWC Span Tool;see BBRS Website).. Roof Overhang................................... . .............(Figure 19) ............. . 1 ft's smaller of 2'or v3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors u 170 ►f . .Uplift................ .......:......(Table 12)............................................ p _Lateral............. ...........................(Table 12)........................ ..................L=)76 Rlf ✓ .Shear..:............ :.....:::.........:...,....(Table 12)..............................................S=17 p If ✓ Ridge Strap Connections;'if collar ties not used per page 21... (Table 13) T=��+�plf`.... ...... Gable Rake Outlooker............. ft smaller off or U2 f......... .............(Figure 20) .....:. .. _ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift:..:. ......... ...:.... ..............(Table 14)........................ .......U= li lb. ✓ Lateral(no. of 16d common nails)...(Table 14)...... ........... .................L Roof Sheathing Type.................... ......(per 780 CMR Chapters 58 and 59) .C.QX.... ✓ Roof Sheathing Thickness,...:....... in._>7/16°WSP Roof Sheathing Fastening.............................................(Table 2)... ......... ............. Notes: 1. . This checklist shall be met in its entirety, excludingxthe 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 perFigure 11 c.. Uplift Straps per Figure 14 d. All Straps per Figure 17 " e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights iof up to 8 ft. shall be permitted when 50/6 is added to the percentfull-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-gr6de. AIVC Guide to I-Yood Consti-uctloii hi.Hc h 141uxd Areas: 110 nzph H."ixid Zone Massachusetts Cheddist #�oi. Collipliance (7<�o c All�-3clr 2.. :�)' 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 5. Glazing.protection:a)new house or horizontal addition—required if project is 1 mile or closer to shore (generally,south of " Rte. 28 or north of Rte,6) b)vertical addition-not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual'(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. •-WHEN THIS EDGE RESTS ON FRAMINGU3F8d WAX$ . AT 5'o It w r 'If I1 _ Ed to f'1 If .W .1 11 :E 1 If 11 Q 1 i i FRAMING MEMBERS E ! DGE UTPRMEQIATE IL a t f i II S II f! L J do —o DOUSLEEDGF -------- t` STAGGERED 3'MK AI NLSPAGRJG - i iIA PANEL PANEi 1 �� PAW EDGE £[ DOUBLE NAIL EDGE SPACENG DErAL See Detail on Next Page` Vertical and Horizontal Nailing . Detail for Panel Attachmeni Vertical and Horizontal,.Na i ling for Panel Attachment . v L The Commonwealth of Massachusetts Department of Industrial Accidents 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 Naive(Business/Organization/Individual): To N A\i�'§.'" Address: `� l_y N X H O L-m c- City/State/Zip: 44 VA Nr'J/ S pw7 Phone.#: 50 -7 s Sri Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.El I am a sole proprietor or partner- listed on the attached sheet 7..�Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P n'• $ 9. ❑Building addition [No workers'-comp.insurance comp.insurance. '10. Electrical repairs or additions required.] 5. We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other 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 a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: ` 1�"� 1 X T P A V ► City/State/Zip: 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-yMoiinment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against Be advised that a copy of this statement may be forwarded to theOffice of Investi ati of the DIA r' ra a verification. I do he by ce nalties of perjury that the information provided above is true and correct Signat xe: Date: _ Phone#: `2� -7 7 �r — 7 7 S- / Official use only. Do not write in this area,tb be completed by city or town offrciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions 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 receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §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-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or 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 this 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 Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the 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 maybe 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 of permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION.. 77 Application Map 21 ooL Parcel: - # bU Health Division or Date Issued � Conservation Division �Apq'!!'kati6h, Fee Planning Dept'. Perrr`it Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyannis , Project Street Address 4V5 Village S T A VA u iP co A. 0a(0 OwnerAddress 00k Y ios38 Telephone Permit Request,_�Z_ 0& Sqbare feet: 1 st floor: existing proposed 2nd floor: existing proposed Total newAoZ -Flood Plain Zoning District in GroundwaterOverlay/V A Project Valuation Construction Type P-0-evvc-Xe-rzl� Lot Size Grandfathered: J Yes J No If yes, attach supporting documentation. Dwelling Type: Single Family OQ Two Family LJ Multi-Family (# units) Age of Existing Structure 50 0 YK Historic House: LJYes *-No On Old King's Highway: LJYes KNo tv Tiv. Basement Type: L3 Full YCZY Ll Walkout Other a o eo te Basement Finished Area(sqft), Basement Unfinished Area(sq.ft) Number of Baths: Full: existing. new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: b Gas LJ Oil J Electric LJ Other Central Air: P&Yes LJ No Fireplaces: Existing New Existing wood/coal stove: J Yes LJ No Detached garage: U existing J new size—Pool: J existing J new size Barn: LJ existing Ll new size Attached garage: J existing LJ new size —Shed: LJ existing LJ new size Other: Zoning Board of Appeals Authorization J Appeal # Recorded Ll Commercial LJ Yes J No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION -. ..(BUILDER OR HOMEOWNER) --- Name J\EA(&6.'7% Lk? Telephone Numberflly�p_,�4s �-- �� A d d rp.-R. License Home Improvement Contractor#-IAS: Worker's Compensation # AL CONSTRUCTION DEBRIS RESULTING FROM THIS P OJECT WILL BE TAKEN TO YY,10 1"Z 7-- DATE V 41 SIGNATURE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. x ° —ADDRESS VILLAGE OWNER . r s DATE OF INSPECTION: f FOUNDATION 4 ° 4 FRAME INSULATION T ' FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL x GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. j The Commonwealth.of Massachusetts Department of Industrial Accidents 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 Le •bl NaMe(Business/Organization/Individual): tiJ` l a Address: City/State/Zip 'i'h nttt Are you 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(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have g; ❑Demolition workingfor me in an capacity. employees and have workers' Y P t3' $ 9. ❑Building addition [No workers'-comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their . I I.❑Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]f c. 152, §1(4),and we have no . employees. [No workers' 11F] Other 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 a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name C Policy#or Self-ins. Lic.#: Expiration Date: (% Job Site Address: 1 � rj ����7� City/State/ZI(! 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$250.0 a day ainst the violator. Be.advised that.a copy of this statement maybe forwarded to the Office of Investi atio o the D4k for insurance coverage verification. -I do here y c fy nder the a p ti of perju that the information provided above is true and correct � a Si store: � Date. Phone#: Official use only. Do not write in this area,to he completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions .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 receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §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 couipliznce with the insurance requirements of this chapter have been presented to the contracting authority." Applicants f Please fill out the workers'-compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),-address(es)and phone number(s) along with their certificates)of insurance. Limited Liability Companies(LLC)or 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 this 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 Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the 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 beep 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 fo 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 like to.thank you in advance for your cooperation and should you have any questions, please do.not hesitate to give us a call. The Department's address,telephoneand•fax number: The.Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 TO. #617-727-4900 ext 406 or.1-877-MASSAFE Fax#.617-727-7749 Revised 11-22-06 www.mass.gov/din f 7814418721 NSTAR SUM SW3024 04:08:43 p.m. 02-03-2009 2/2 NSTAR 14STAR Deaft 8 Gas Company %4One NSTAR Way,Westwood,Massachusetts 02090-9230 EL EC TN/C GAS February 3, 2009 , Barbara Mikus 503 Sixth Ave Hyannisport, Ma, 02672 RE: 503 Sixth Ave, Hyannisport, Ma, 02672 Dear Barbara Mikus: This letter will serve as confirmation that the electric service at 503 Sixth Ave, Hyannisport, Ma, 02672, has been removed as of 02/03/09. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at(888)633-3797. Sincerely, A114 � S Char aine Fortes New Connections Office CICI)=NewTemplate JAN-22-2009 15:49 NATIONAL GRID 508 394 5019 P.001/001 nationaignd 127 Whites Path South Yarmouth,MA 02664 January 22, 2009 Bob Penny FAX: 508-362-2667 1E: 164 Sixth Ave., Hyannis The natural gas service to the above address has been cut and capped as requested. This was done on March 5, 2007. If you have any questions please call me at 508-760-7481. r Susan McMullin Field Coordinator nationalgrid TOTAL P.001 IJAN-20-2009 10:11 HYANNIS WATER SYSTEM 508 ?90 1313 P.02iO3 Department of Public Works 47 Old Yarmouth Rd. P.O.Box 328 S� Water Supply Division Hyannis,Ma. HAMINUBM 02601-0326 MAMa� ` TEL;Hyannis Water System Operations FAX-SM�2C613s3 Fax:508-7'90Y1313 January 20,2009 Acct#600091 -#164 Sixth Avenue—West 14yannisport To Whom It May Concern: On 1119/09 the water service on the above-named account has been turned off at the street. At that time the 5/8"Neptune meter was removed from the building. Jayne Starck Hyannis Water System Operations whn w,tw-PauddWok Operated and MaInUlned by Whitawater,Inc.and Pennichuck water Services Corp. 4 � Yr IMEE BARNSTAISMt4. MASS. 163F9. Town' ®f`Barnstable a Regulatory Services .Thomas F.Geiler,Director Building Division Thomas Percy;CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us, Office:..508-862-4038 Fax: 508-790-6230 Property Owner Must Corn_ plete and Sign-This Section If Using A guilder as Owner of the sub'ect ro e P P rty, hereby authorize ,to.act on my.behalf, in all matters relative to Work authorized by this building permit application for: (Address of Job) ( Z./Zb �' Signature of.Owner . Date, Print Name If Property.Owner.is applying•for permit,.please complete the Homeowners License Exemption Form on the reverse side. h I ' .10.r`s o hw m e u atrof�s tan ar s if Construction"Sypeiv�sor License` i License CS 70520 i Tr# 11385 �c Expiration 131122/2009 % rirRe�Stn�C} Ga .. KENNETH R KL(NE SR rat �' 1.00 OLD,CHATHAM RD ,l 11ARWICHMA 02645ry Commissioner 4 ... -,GTE� �e�_�✓, �1 � ` > $oard of Building Regulations and Standards Lrcense or registration valid for md.�idul use only i HOME IMPROVEMENT-CONTRACTOR before the expiration date. If found refurn to. i Registration 125474. Board of BuildingRegulations and Standards E i Ex �ratiorr One Ashburton Place Rrti 1301 p 1=2/30/2009 Tr# 264218 Boston Ma.02108 ype DSA �. Kline&Co , Kennefh Kline,Sr' t I 100 Old Chatham Rd 4. Harwich MA 02645 Adrmmstr for Not valid wr out signature - e i KLINE ( ; 14 4 Til ww e4, Ngo VZAm i �* .,� 1/26/2009 10: 16 Bryden & Sullivan Insurance kas-*Town of Barnstable 2/2 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bryden&Sullivan Insurance Of Dennis Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 1497 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW South Dennis, MA 02680 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Kenneth Kline 1st 100 Old Chatham Rd North Harwich, MA 02645-0000 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Do LTA ME OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE POLIOY EXPIRATION DATE A AND EMPLOYERS'LASILITY g LIMITS THE PROPRIETOR/ PARTNERSIEXECUTIVE OFFICERS ARE: INCL❑EXCL❑ 2947393 11/08/2008 11/06/2009 STATUTORY LIMITS OTHER Coverage Appllea to MA Operations Only. EACH ACCIDENT $ 100,00 DISEASE POLICY LIMIT $ 500,00 ISEASE-EACH EMPLOYEE $ 100,00 DESCRIPTION OF OPERATIONSNEHICLEWSPECIAL ITEMS RE;THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR KENNETH KLINE 18T. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANYOF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE.THE r a EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1Q rM SOUTH STREET DAYSWRfTTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT HYANNIS, MA 02601 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ppp ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATWES. ^� AUTHORIZED REPRESENTATIVE c?, CID . t !Y A . .....,.aw...Ewa.m..rn��......+...�na.- ..e..wear"_..-^'�....'....ro«....eNwaww�..w........e�..,...w...e..,..« ,.w. .... »,..m .. ..s.rnea..�. ....e. ....,..................... ..so.w+o...wrN.++r+.+-,x.«. P hip Af � { f! ot - �. a f 4� f 4 CON VIA "T 7-1 TM a 4 vR 1.PZ agIg9eC17RNRt4S� nw�x,: ,e.,�.�•w+.�...e..ew.ab,m.ua+swaaw�nemmwwer�+ri 4 'r F��FF_.•�'E� � _c. _ ��� 49�reasars ,1c;p: 245 Satbouk5: , 98-2 cram: tC" nin Par.'•.. - Rear: . 1 'ruin borbara We,ah 100.00, 50- \ . st _,Wa rg f. i rl('� ,�. Cry -- — -- -- -- .'- -- —•- �-� sr)_ 5,05 I _ C- . - _.r•=� W- - �J. -?..,y� LTA%(i •� I Poet &Roil ranco, �+�.� O— --•'�•--'--G :J"---- )`��1,�, _ I Sta'h'vde F6nr_g LCt P'iS;CY!. A.' Espcnrain I y QF i I PLOT PLAN '. RICW~Fip��. i Pal N rE"A lrL Jti�7 rr Lr�Hyc v 4 �)�;1•r: 1�/ ir0rt�v)G `)L:.N LE: r. —LIB T•• J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map e"�l�c� Parcel O 9e 00 ;� Permit# Health Division qfa00a-5__&0 Date Issued Conservation Division Z Zw Z Application Fee c O Tax Collector Ila S/DR Permit Fee f3� Treasurer k �R �� 7 S2?7� ����5 7.1 r.L&ST D,E Planning Dept. 8 ' T L�C EN CC"W47LI MUF } Date Definitive Plan Approved by Planning Board L� 1.1 d "L[: G ENWZO�vt ,::P,]T41 ANU Historic-OKH Preservation/Hyannis TOWN GZEC�UL.AiTi'�`Z project Street Address /6�9 s/X4( v�s Village (t/, ti iS )P, = ' Owner Address Telephone10 Permit Request OU4 ��5"11 11;PmAfe Square feet: 1st floor: existing proposed 2nd floor: existing W proposed t',d0` Total new /d,7-U Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Uoo7 -RAGS Lot Size U0Q .S,7, Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family e Two Family ❑ Multi-Family(#units) Age of Existing Structure c5�/yLs.¢�1'-s' Historic House: ❑Yes 2r1 o On Old King's Highway: ❑Yes @ Flo Basement Type: ❑ Full 26rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ?d_U S.40 Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new O"L Total Room Count(not including baths): existing new First Floor Room Count y �� F Heat Type and Fuel: CX'Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes C9'IVo Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2lo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use ..22 BUILDER INFORMATION Name_1/1l Telephone Number Address License# UO 7,r Home Improvement Contractor Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY r Y PFiRMIT NO. y r D TB ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE' OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL' r FINAL BUILDING DATE,CLOSED-OUT; ASSOCIATION-PLAN NO. r' I d 7 . I � ''=,,- The Commonwealth of Massachusetts ' - _ Department of Industrial Accidents :--: off a of/nrOSMISt/oos . 600 Washington Street . -� � I Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: ff/4 Lam, ( ke g`0r location: *0 -&P`f`t- 4-1d WW O 9-Co o l hone -20'-,,FO-64-zll ❑ am a 116meowner performing all work myself. Q I am a sole r rietor and have no one workin in ca achy % %%%%%%%/O%//%%%%%%%%%%%%%%%/G/%%%//��%%%%/% %%%%%/G/%%%%/%%%%%%%%%%%%//%%%%���/%%%%%%%%/%�%��/%%%%///�%/%%%%////�, ❑ I am an employer providing workers'compensation for my employees.working on this job. :. .... ::. :::.::.::::::::::.::...:::.:.::.: comaanv:name-.,.::;:::::::,:::.:::>:::;::::>::,%:::::;::: ;.;:.:::.:;: ....::i:<:::;<:>:::>:> <: : ilre fl `B .: :.:. ................................................. am . ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have . . .. the following workers' compensation polices:::::::::::.:::::::..::::.:::.::::._:::.:::::::::::::...:::::::::;::::.:::::::::..::::::::::.:::::::::::::.:::::::::::::::::::::;:;...... name,: ::::<:;:.. ::>;; ;::;:;:;;;;:: .......................... :..�:.,. .. . ::::::::::::::.:::::::....:.::::.::.::::::::::::::.:::.......................................... ............ ............ :..:.......:.......:........:..:.........::::..............::.:.............................:::.:,.. ........:......;::........:.:......:........,.:.......... #v;.......... . ...........................................: w:::::::. ::::::::::::::::..�::::::::.n::.::::.:.::...:...: ... .:::::iiiii:hi::::::i:iii:>i}iiiiii::•iiii:•:iii:�:::iiii:iiiii:.:..i..:•v/.:n•n:Jn:•:�•.N.•xn�::. :::•.•...........:;...:::::::::v:.::::f.::•:::.:n:.................'::::::.�:::::::::•::::::::.::::v:::::;:::..:::::.....................:-.-.::: o .. 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Fannre to aecm a coverage as required wider Section Z of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,00.00 and/or one years'imprisonment as well as civil penalties in the,form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that s copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify the pains and penalties of perjury that the information provided above is h w.and correct signature � L' ae 1 V `! - ' Date. l�5/,- Z, - Print name l✓ / ( u-cheer t/ . Phone# 5?l e- 7ya-. / official use only do not write in this area to be completed by city or town official . city or town: permit/license# OBuilding Department . ❑Licensing Board ❑checkif immediate response is required ❑selectmen's Office . OHealth Department contact person phone#; _ ❑alner (mud 9/95 PUq S S Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or.written. An employer is defined as an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permi0licease number which will be used as a reference number. The affidavits may be retumed'in the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Ol a of Imi0sugadons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 r r ' RESIDENTIAL BUILDING PERMIT FEES . APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _ /=square feet x$96/sq.foot= �T � U�60 x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE fCFI, �,S�U �oOffa, J square feet x$64/sq.foot= x.0031= 5'0 . plus from below(if applicable) Too ACCESSORY STRUCTURE>12.0 sq.ft, , >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 ' >150 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96Isq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= - (number) Fireplace/Chimney k x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcosc` r � .�`ism.. ` Tab w.[iZ-1h(eassbr mod) p asFs pzsycrtpti+e P�eic: t fordim JL"T .gsass�Assid SS Ei,�}CLM m C � WU floor � Fffa loan$ Arra'(%.) U-vslu2 R-vsluc� R•ni � Rrvslud pn�aaa S70S to ON 19 to 3 6 j4�s1 13' 6 Q IZ:'. . 19 ig 10 Ll AFUE RIII IZY; D32 30 23 33 14. i9 10 . B E5AFM 15'/. 0.4a 3i tilA t1�• 3a • 13 a wA ss AFVE v is/. 0.44 t� 10 14 wA N w •15•f, 031 30 u WA 13 wA ?Fermat 31 14 i 90 AFUE 0.42 3i. 13 14 10 '' 401+FUE • Z 1 E% 0:4Z' 3i � ' 6 AA 1 Eva asa 30 19 S4 10 1'. ADORES 5 OF PR 4:11 �•r/wrS d Z, SQUARE FOOTAGE OF ALL�17ZEU . WALL,5: ' 3, SQUARE FOOTAGE OF ALL GLA I1 4, % GLAZING AREA.(#3,DrVM ; SELECT PACKAGE(Q AA sce chart abovo):' . ..yED METHODS OF D G ENERGY REQ��M�rs • NOTE: OTHER MORE INVOL L. E.•ASX'US FOR THIS W ORMp,'rION. ARE AVAILAB SIRLDING INSPECTOR APPROVAL: NO: YES: q:fotms•f980303a - d Footnoie's to Table'J5.Z.Ib:' Glazing area is,the ratio of the area of the glazing assemblies (including sliding-glass•doors, skylights, and s baserricnt window if located In walls that enclose conditioned space, but exeludirig opaque doors) to the gross Hall Uri. expressed as a'percentage. Up•to I' of the total glazing m-=may be excluded.from the U-value requirement' Far example; ple;3 fzz gfdecorative glass may be exclu f3ded from a building design with.300 .of glazing = After January 1, 1999, glazing U-values-must be tested and documented by the manufacturer in accordance with Table 11.5.3a- U the National' Fenestration Rating Council (NFRC) tat pracetlure, or'takea:frota -values are far whole units:'center-of-glass U-vaIues cannot be rued. The ceiling R-values do riot assume a raised or oversized t USS cbn4t ction. If the-insulation achieves the fu,11 -38 insulation thickness, over the exterior walls without comprrssiati, R-3Q itssttlation may be substituted for vie t the insulation and R-33 insulation may be substituted far R�9 insujUngs. gSht���be placed between insulation plup insulating sheathing (if.tued). For.vcridlaated ceilings,. the conditioned space anti ti►e ventilated portion of the roof. used)' Do not include Wall R-values ropr•esent the sum of the wall eavity.iasulation plus itssttlatiag sheathing (I exterior siding, structural sheathing, and interior'drywall.For example, an R.19 mquirzment.could be met EITHER by R-15 cavity insulation'OR R-13'cavity insulation plus FZ-6 insulating sheathinF, Wall requirements 'apply to wood-frame or mass (concrete,inasonry,log)wall.eonstructidas.,but do not apply to metal=frame construction. •'The floor•'rcquirements apply to floors*over unconditioned sp: c=s (sucbt as unconditioned CTawlspaces,basements, or garages). Floors over outside air roust meet the ceiling requitzmerns• -Fhe entire opaque portion of any individual basement wall as average depth less than 50%below grade must ll w rnc_t the same R-value requirement•as abav�grade walls. Windows and sliding glass.doors of conditioned bzoernents must be included with the other glazing. Basement doors must meet the door U-value requirement d-scribed in Note b. 'The R-value requirements are for unheated slabs,Add an additional R Z far heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or S. If you plan to install more than one piece Of heating equipment ar.more'-than one piece of cooling equipment, the equipment with the lowest' efficiency must meet or exceed the efficiency required by the sel=ed Fig°• 'For'Heating'Degree Day requiremdnts of the closest city ortown see Table 33.2.1a. KOTES: a) Glazing areas and U-values are maximum acecptable.leveIs.Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structuralcomponents.35 Door U-vaIues must be tested b) Opaque doors in the building envelope must have a U-value no cedure or taken from the door U-Value and documented by the manufacturer in.accordance Ynth U-NFR��r door is not available, include the in Table J1.5.3b. If a dobr contains glass and an aggreg, glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.' One door may be excluded from this requirement'(1.e.,may have a U-value greater than.035). c) If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component incluvuedes two or more arras 5 greater than or equal different insulation levels, the,component complies if the area wetghtr:cl a rdg the R-value requirement for that component. Glazing or door components complY 35 ifaeoarta-weighted average U- value of all windows or doors is less than or equal to the U-value rcquirement(0. ) _ 43 ' f °ptME Toys Town of Barnstable Regulatory Services B"NSTABLE,KIALn Thomas F.Geiler,Director 1639. a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. f i Type of Work: �l/?Prr�•�' —,,/e—P376 r� Estimated Cost Address of Work: /� sl Yf-rl-r �UGS 6C/, Owner's Name: Date of Application: I hereby certify that: Registration is not required'for the following reason(s): OWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied El Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav r � • ,per Gf1re t�am,�aurea�� ��� \ Board of Building Regulations and Standards I , HOME IMP�EMENT CONTRACTOR Rej&(Sttid 6609 Y �xp� t 0 6,,Z�r2004 "i to fe clavidual BILLY E CAUTHE�r BILLY CAUTHEN 86 UETH LANE I*ItS.,'lallA 02601 � ��ie TDomvnzoozurea� o�✓�aQaac�urve� 1 ` BOARD O BUIt:DIN'� T lc /IVY.Si t' ,. License: CONSTRUCTIO, f: � d x, Number CS' 009975 i � ... Bithdate Q--Ai 1942 l y Exp}res 08'PF3l2tk3 Tr.no- 2479 Restricted 00 'I BILLY E CAUTHEN 86 BETH LN ( � ¢ II HYANNIS, MA 02601 Adfn 6istrat6r _ j.e S I � A 44 . 1 C: ' 9 ,. 3-Av A'O.C. _ rq vale -Mll V,-r JJ J � Ll l 4�6. l 1 ��14�m4t51l+iq 59�c-r(6mdl vlVLJ c 1e ,�:AELs.✓ft� too i�o Rcy L7o 6"P �,,MdveD °k� L!vl�G �DO� �urvlldor�l �lpr0! � �l6 Gip �y4 kr�GN� J l R�'�f IlBe-p'F rl�r JO CD Q I--So" 67o '0LO Q Cd�/trg�E�p - SSE �Ro�'uS�rD C:loin In' )Av i f ' • y4/r0�1 14 I I LPr'4� I I � loll Q R u POSOW�D Paa iTio n1 pia fj Fcltd If 0Ir ?W $I 00 00 ' 0 —1---�7%6'� —r 0POSe-D I�Llay� C'tiAA/6�S I to l l I I , N 11 r 7 ' Ll U �N II ru a a — — — — �— — — G 8!t ��Lrfl'R UU Wi 5 0 d� / ,! .�.�� !0 ot�,i vl.lb,X: 5�1 � aH a3 S LLI/ V C V 'iry Ruo v O 3��nii uu isitt L .7 '1'p'! 30 0 IU0 I cod C�q�� <<o e YN C6�r14o� �Sr(-t/ 1i a J I � c��► s��e�r ��I W� -rh P Q ad ScA le ILI I R ETER EN --E-S- ZONE: Rii 245 Seto.)O-zi: P 93-* 2 Front: 2,7'.nni- Side I O'm Bear: 1 0'r-7 in J- 85-27' t 5 C)? 00 00,00; o .39.2' of 507 #764 -A11F I Sty w,-1;ir.g Z, t 5 0,5 A or c: 0.4' 0- 0 POsi & Colok Lot 507 BrJN PLOT PLAN i Pal LHEUREa FA IM12 Y (West Hyar,,n v�r i 7. The structures Shn-Wr) N6r*e /occteJ on the ciroijnd C. 5 10 1,72 20, 1712 40 FEFT by cJnventiancl survely mathods: on PREPAREO F OR: The property ;nfol-,-nolion Shown here(,,;r- wc:.-5 ovailabia ,irformatincr) •-Ind 550 -c- 59ti-, street does not rF,:pf*e,5er-,t an actual on the N e w ";Io rk ,V Y 10 0 16 This plan is not !'o,, recording ond is not PREPARED BY: re ljgeo fr:;r /C (Z" description purposes. yc-wt vr vepd C:;05—?Pl, FIELn -Y. Jk4[)PIJAI�4.�( D ING ('51 08), 41 —39,94 41 2)—,399 5 cr. TOWN OF BARNSTABLE 2ND EXTENSION GRANTED — EXPIRES 6/05/04 I PARCEL ID 245 098 002 GEOBASE ID 42992 ADDRESS 164 SIXTH AVENUE PHONE HYANNIS ZIP — LOT B BLOCK LOT SIZE c DBA DEVELOPMENT DISTRICT HY PERMIT 65763 DESCRIPTION RECONFIGURE 1ST FLR/ADD 14X30 FAM_ROOM f PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONV I CONTRACTORS: CAUTHEN, BILLY E. , Department Of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $577.35 BOND $.00 p1G CONSTRUCTION COSTS ` $145,920.00 4 434 RESID ADD/ALT/CONY 1 PRIVATE * 0 �B , MA t 039. Fp Mph A BUILDING D ION BY DATE ISSUED 12/05/2002 EXPIRATION DATE 1 TO: Town of Barnstable Building Dept. Re: Renewal of building permit#65763 issued 12/05/2002 and extension granted on 06/05/03. Reason for original extension: due to owner buying,property from family trust of which she is a member,and complications with other trust members has delayed owner from securing property. Since renewal of building permit on 06/05/03 a member of the trust has passed away and this has further delayed clear title to the property, and request is made for another 6 months to accomplish acquirement of property. Thanking you in advance Billy E.Cauthen Contractor license#009975 co t: TOWN OF BARNSTABLF _ . k. .EXTENSION._GRANTED - PARCEL ID 245 098 002 GEOBASE ID 42992 ` ADDRESS 164 SIXTH AVENUE PHONE HYANNIS ZIP - LOT B BLOCK LOT SIZE DBA DEVELOPMENT , DISTRICT HY PERMIT 65763 DESCRIPTION RECONFIGURE 1ST FLR/ADD 14X30 FAM.ROOM fI PERMW TYPE BREMOD TITLE RESIDENTIAL ALT/CONV CONTRACTORS: CAUTHEN, BILLY E. Department of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $527.36 BOND .00 THE CONSTRUCTION COSTS $145,920.00 434 RESID ADD/ALT/CONV 1 PRIVATE *i sniu`vsrnsLE MASS. �b 1639.,�Fp�A , BU D NfIrIVISI0N BY DATE ISSUED 12/05/2002 EXPIRATION DATE TOWN--OF, BARNS_ TABU EXTENSION IdRAiTED `y. 6/03 PAR L ID 245 098 . 002 GEOBASE ID'" `42992 ADDRESS 164 SIXTH AVENUE PHONE . HYANNISs�.., ZIP LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 65763 DESCRIPTION RECONFIGURE 1ST FLR/ADD 14X30 FAM.ROOM: PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONY CONTRACTORS.:- CAUTHEN BILLY' E. Department of ARCHITECTS PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES $527.35,-,, . BOND CONSTRUCTION COSTS $145-;920.00 ' 434 RESID ADD/ALT/CONV . 1 PRIVATE MASS.. i634' ♦ ;' BU LD IVISION 4 w gyp '.. i -� DATE ISSUED 12/05/2002 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON'PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY,THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC IWORKS.THE ISSUANCE OF THIS PERMIT DOES NOT'RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE .1 FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF`OCCU- PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECH- ANICAL INSTALLATIONS. (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE IN TA 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. S LL ONS. .4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL fi WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY I' VARIOUS.STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- ITION. NOTED ABOVE. TION. BUILDING PERMIT l TO: Town of BarnstA[ Building Dept. Re: Renew building permit# 65763 issued 12/05/2002. for property located at 164 Sixth Ave., W. Hyannisport, Ma. Construction has not started on this project due to owner buying property from family trust of which she is a member, and complications with other trust members has delayed owner from securing property. She expects to secure property within the next 2 months. Thanking you in advance 4 Billy E. Cauthen Contractor license/#009975 v 2A- a CAJCD CD i. �9- '- - r rn i TOWN OF BARNSTABLE BUILDING PERMIT r'"y PARCEL ID 245 098 002 GEOBASE ID 42992 ADDRESS 164 SIXTH AVENUE PHONE HYANNIS ZIP - LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 65763 DESCRIPTION RECONFIGURE 1ST FLR/ADD 14X30 FAM.ROOM PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONY CONTRACTORS: CAUTHEN, BILLY E. Department of ARCHITECTS: Regulatory Services TOTAL FEES: $502.35 BOND $.00 CONSTRUCTION COSTS $145,920.00 434 RESID ADD/ALT/CONY 1 PRIVATE ';?� * snxivsrasLE, • 0%6 FD MIS A /7 BUILDING DIVISION BY DATE ISSUED 12/05/2002 EXPIRATION DATE o -- -� TOWN .OF BARNSTABLE BUILDING PERMIT- A, PARCEL, I6 2.45 090 .002 . GEOBASE ID 42992 r ADDRESS ,i S:tTH'`AVENUE PHONE HYANN I S _.. ZIP, N f ` LOT B' BLoeT ..` LOT : Z DBA e DEVELOPMENT DISTRICT STY. e PERMIT 65763 DESCRIPTION RECONFIGURE 1ST FLR/ADI3 14X30 FAM.ROOM- PERMIT„TYPE BREMOD TITLE RESIDENTIAL ALT/CONY GONTRACTOAS: CAUTHEN, BILLY E Department of �. ARCHITECTS: Regulatory Services TOTAL FEES: '`, $502.35 '4 `..BOND $._00 `CONSTRUCTION.'COST 5,920.00 A a 434, E RSID ADD/ALT/CONY 1 PRIVATE f _ * 13M MS'ZABLE, +► MAW f BUILDING ,,,JS UN BY�r DATE: ISSUED. 12/65%2002 EXPIRATION DATE Y ti. p.. THIS PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY STREET, ALLEY-OR SIDEWALK OR ANY PART THEREOF, EITHER_TEMPORARILY.OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,.NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE-APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE.THE.APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION.RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST.BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 1.FOUNDATIONS OR FOOTINGS PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,C AL I INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I•' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS v 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH w OTHER: SITE PLAN REVIEW APPROVAL i I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION: BUILDING PERMIT �I ),e) �- ,2 Assessor's map and lot number ...................9� '�.�.: .. ......... SEPTIC TEI EO S iTNE T0� vI Seteagermit number ..:`.:' .G. !.".............................' INSTALL IN C� WITH BASBn9BTIME, r H TITLE House number ............. ENVIRONMENTAL C 9 s e� G _ TOWN REGULAT10 TOWN OF BARN:STABLE UILDING INSPECTOR APPLICATION .FOR PERMIT TO ...... /.......... J............................. TYPEOF CONSTRUCTION ......................... .��.................................................................................. .................................. ..........19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a/ppermit according to the following information: Location ................ . .��- .......................................... .................. ....1.. . ..;✓svt l..t/...`3................... ProposedUse ........... h:...... .'"'........................................................................................:................. ` Zoning 'District .......................................Fire District .............................................................................. Name of Owner .......1..:71,LD� C<t,4 t�'.�Ad�s ......1/ ..�...........C�...........................C�. L......... v oV ,r�v f Name of Builder ... C.�v" J1"� i Name of Architect .....'.... ...............................................Address ..... S;LNumber of Rooms .......�............................... ......Foundation ..... .. ' Exterior ........:., .le. ...........................................Roofing ..........�...... /.... ............................................. Floors (20 C Interior s G .C.!�, ... .......................... ................................... .................. .............................................................. S M Heating /y9`!.!.`'.......:�Y.t�2� ....... :...... .. .........Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ..........................��(............................... Definitive Plan Approved by Planning, Board -----------_-------------------19________ Area .......... .0 ................... Diagram of -Lot and Building with Dimensions Fee SUBJECT TO.APPROVAL OF BOARD OF HEALTH ' f S- r .4, / L j -iv/C,� ,9 � � �* I� 7 X"i I hereby agree to conform to all the Rules and Regulations of the f Barnsta a regarding the above construction. Name . ...... ..!........................... RAGGETT, 'MILDRED W. No2-2520 BUILD HEAT.Z.R.. SHED ................. Permit for ................. -i-4 ce s sor ... .... Location e ..6t.h...A.venue...... ................... .................ti, ...H.ya ini.sp&vf:.................... Owner ..Mildred..W....k�agget ................ Type of Construction ..F'Y ame............................. } . ........................................... Plot ............................ Lot September 23 80 - Permit Granted .....................................,...19 Date of Inspection Date Completed .................. .. �..199a 1. PERMIT REFUSED .................M........................................... 19 9 f t. ........., ,..t...................................................... ' +ti ........................................................ 3 l r f Approved ...::>..:a..................................... 19 , i..................�^r ..................................................... ` �` ............................................................................... Li dlfl Assessor's map and lot number y�� �•�' J................. E r0� !� d �Q o Sewage -Permit number ..::..............:.......:.'...........,................. Z BAWSTADLE, i House numlier ........................................................................ ro MAea pow 1639. CEO MM a' TOWN OF BARNSTABLE BUILDING INSPECTOR 1 APPLICATION FOR PERMIT TO �� n! f`7;!2 .✓.. .::........ :!E :+:...........�. �'� . .... . .. . ... . ..................... TYPE OF CONSTRUCTION � ...........:....................................19......... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a�permit according to the following linformation: ,� Location .................. ................ ..................... .�. .................... �.....: . '(�v;�v„r!.f/;,!r�.:..:.............. ProposedUse ............ :: :y ....... . ........................................................................................................... Zoning District .......................................................elq.q�� . ............Fire District ................................................................................. Name of Owner .....f..`.1..................... -!...... ........,......... Name of Builder ..1.,,..✓C C � � �� C ' .Address ...�� '.I �'J rz ' "� � [ ...... `. .. .. .... ........................................ Nameof Architect .......... ..................................................Address ............................................. ............................... Number of Rooms ........ .......................................................Foundation ... Exterior ................./Z1.J N�.;J .............................................Roofing ......... : ; ....... % ................................ Floors � " . /.� ......Interior ..... i Heating ...u.' ............................Plumbing ....................................:............................................. ..................:.. ............... Fireplace ...................................Approximate Cost ................................................ s.. 7- � Definitive Plan Approved by Planning Board ________________________________19________ . Area ..............�-�,.,.................... Diagram of Lot and Building with Dimensioris Fee '5 6 .........�?''... ..... ...... ..... ..... SUBJECT TO APPROVAL OF BOARD OF HEALTH CLUf�/G� .PLu-t {'mot LLy�c. �IV/OZ _ _ t S, , 1 I } i I hereby agree to conform to all the Rules and Regulations of the Tro�wn'bf Barnstable regarding the above construction. J 7 f!J Name ............:.. ............ ...................................................... . ` -- . . . . . . . ' - ' - � . � Permit Granted .4e. ......................... 0 Date of Inspectil ....................................19 PERMIT REFUSED , . . � � � � ` � — . ^ � — . . ' � ' � ------'--^^''-------'-- ~ ----^^'~----'—~~'—^---'' _ AL7" — —T ! l I. I 1 _ I ._ ; I ► I ( � �__..., -1--- ( --1---1------�-- -1----- i 1—,—J-. I ! _ 1—. __�:.— 1-� --- .: ! _ --� - I � I .. f I1 - - - 1.. _._ 9 - �- --r -1 I 1 _ - - ----- I. � iII I y s d I d 164 6L Av v iry �iT qv I SCALE: /.. APPROVED BY: . l O � I DRAWN BY'f/iW�o : DATE: Oq .REVISED I i DRAWING NUMBER �trAVIA/ r 5L vA:riaN 1 1 i 1El - j A41,5405. AM07��^ %fv9�-rjo.9j - i Y i j i i SCALE: 1�0�-//y APPROVED BY: - - DRAWN BY&CA) DATE: Yam' //`7 REVISED 1 DRAWING NUMBER C j i i i I SCALE: % S //�, APPROVED BY: DRAWN'BY-(u-460 " DATE: REVISED DRAWING NUMBER 3I I . �--I---- �-- I � I I - _ i -T i i II su � a r i i G� 164 6 A VA TIoA I ' / APPROVED BY: - - /J SCALE: DRAWN BY FF q, I' w� � /►//jM -__1_ . DATE: Vl7/V VT REVISED. . DRAWING NUMBER.' . L�i/A77 0 - . I I fl O ?3-4 1 - ro" ! cn i I 31-0' I I i ?'-O" I 2 aA I ]''-O" 1, �,. 9' I,r i- 3 ks-sur• -3-2yc t 2 C.t.y• t3a �,�. I LE4 -N -o MkZo 3'—.4it _ n /l'6u 9-7 ff O - J F f � t I 'N1 I 11 I! I /r 1 /I 7'-2" '—r" 9'-�' E3'0 —O '4 > 't LL --- - _ ' IJ ESN CF' S t 4�4 10 i� ff v o MICHELE O' CI!DILO o ! APPROVED BY: -� SCALE: !-O +/ DRAWN BYa�vD . 2 N.O.3477�. �� / /'WYI/l $T �.�CTURa�L.�� DATE: - REVISED I. DRAWING NUMBER j t f r>= 3 x 2 X t21 2 x ! I j i I 1 i I g - I M {{ i 1 I i a �I AIGVA 1-DiTionr SCALE: I�0 :� / APPROVED BY: .. DRAWN BY qdIV 0, . - - DATE: O f REVISED DRAWING NUMBER i I. 6 i s I .a. I I i 3 i j SCALE: �.�0 APPROVED BY: DRAWN BY � 9 9 DATE: 07 REVISED DRAWING NUMBER ,I. ra ,i tWaftI i. I t i St s TeP, s2 Zgx�a 5i`1- cPr� i i I - IIJt st"i Nor CAot1NvoJS 10� ��s, ADD IN r`►t,`"fdd Q t. °<<. 1. Iry -jora rNr✓i�� wr/��°P'�'� 56te'¢�J CS-!¢ I ►-Eoczt - c0r4i,,vuQ I C(o�L.V. oyt i ru4�a� J 3x2Xf2 :fl i L II � o: eta�; � �- �� V,4 . I / UDILO O Rio.3477 j .. U STaiJCTORP.L l ( SCALE: P� �/ APPROVED BY' _ DRAWN BY04,4060 �X��7iFlL7 �au�(pAT�o%( DATE dJ� REVISED Y l'Jw 1 DRAWING NUMBER i l j.. I - L Ell , I I s j I i � L I E I I I z --------------------- ------- -- .. SCALE: 1-0 �� APPROVED BY: DRAWN BY uDio-. DATE: ZVI 7 REVISED' DRAWING NUMBER v� dr�/01� 1U i a AL7" SNiNF�S CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING I I I 1 , i 1 I 1 :- - -- - i _1-. _....�_.. - _ cony I I 1 f -I i - f_... I T 1 C — _�I_ �I -- .. I I I ! I I ! I I f i ] , I •i I � I ! I I � __ L. I , _. 'IMP ANY_CONSTRUCTION THAT INCREASES LIVING :SPACE I_ .- __I._-- - BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE ! I I I I I 1 1 _ 1:- 1 _: ( .. ._f - I f_ _._ _ _..--.. ___ i _�- I �._l__. INSTALLATION OF ADDITIONAL SMOKE DETECTORS. I T=_ 1: _�_. ._.i_� T I I T I__.__. _._ __ NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. i 1 L _ _ 1 _l - 1-- �: _... - � ..L_ _ i 1 ..._� � I IF SCALE:_ r.. (�.: 0 a Effl SCALE: r / APPROVED BY: 7 O / DRAWN BYGLdlJI,1O DATE: TAN D9 REVISED DRAWING NUMBER 71 zPLV t/T BFLi5vA-7 aN ;?tm oD�w,-i t4wwT%xt SCALE: ��.0�� L. APPROVED BY: DRAWN BYJ2,k)?�jD DATE: V REVISED`..a; ! DRAWING NUMBER 4 6 � SCALE: '+D S //� . APPROVED BY: E WN SYC44V 0 DATE: ISED- t X DRAWING NUMBER -- -- zZfi'--r1 Tom."-( _�__ -L__ _ T= +T -r—�- - -:- - L --�--s -- -r-1�- - -1- r- �- T ----. r - ---------- 6t� L .1.,li AD%Tsoxt SCALE: /Q S !114 APPROVED BY: DRAWN BY/ 4v,0;0 DATE: Oq REVISED DRAWING NUMBER r i�:I Lc-Vt 77 . I o Ej v► ,, 6 O . 23_4„ �+_•�++ 3���" 3+—�// �_/_n . 2�^�O'�. a iL+—, N r s +—IOi r_lOrr 4� 3n 4/40 �/ M J - N m _ 32"Ir m _ _N ,N Oil it SIP O r m I 0'4" i© O j© i i64 . = AmV0F,fit' AFto1N6 rica . OSCALE: o . APPROVED BY: DRAWN BYJ�D AW'Ti0hl 2 DATE: tI��I a _ REVISED 1N 10 f�Su� J M��Us EXi5TiA16� tl O DRAWING:NUMBER 3x 2x 12� P , 1 IF L I AVEANF- SCALE: /-o y/L? APPROVED BY: YDRAWN BY DATE: IA1�1 V / REVISED 8k � �i✓�F-D �VjfKv� -.1 - - DRAWING NUMBER 1 I / 71 L4 LL I TL L SCALE: /-o 1 APPROVED BY: DRAWN BY C4AuDi0 DATE: O / REVISED J .- DRAWING NUMBER A*?44f? -4#4q4-kiF-S 2UX8 4oL44;2 -T.E Pro O.G. 2'JC ic" �ivS.1JL,�riow TL-19) r'X go I%464 ki ✓mil r 2 z�°SrK, CPT) t �x �2� O . / 1 l�`¢ (o V APPROVED BY: SCALE: )+b .A DRAWN BY D I NL o 6/� X u a DATE: Y REVISED DRAWING NUMBER I oc I � �'x�` oi VCOP&Sed �'ovN D�}TloN ( 1 _ �Ct S+l g I I ® - -- Zkl \,,_ SCALE: APPROVED BY: . DRAWN BYvD/® DATE: �/ oq REVISED DRAWING NUMBER ASSESSORS MAP : T EST HOLE PARCEL : MhP FLOOD ZONE : D- ODO ORZA- --o WITNESS : Do�0� 5 REFERENCE : pj� �� ,�1'� - DATE : T,t.0 Tq ZOo6 %n p► �r„ I D�� PERCOLATION RATE : j 5 � L � �oT ? u ux S� T l 13 LOCATION MAP r4;t-5. JNA �g 36 f • f 1 N�E SAN 7� 2.5y 3 1235 �o 6vL1 065C INFO SEPTIC . Z FLOW ESTI t= 4 BEDR0, SEPTIC TA Ln 80.00 FL ��D GAL% —= -- 7� -- -- USE SUG jt MSS I� SOIL ABSO 4. w I /' r 6 00 1 a co STZ3 ~ ( . Lo I \1 SIDI 1 W BOT' O EXISTING � J DWEL_L_INC fi i F � I � ' SEPTIC TOP OF FNON 1 7(0D� b = EL I S EL = 15. ED �r+- T ? Una oz W O TH TH-3, 'Io�M�N `� . I v m W -a.wz OJQ rH 2 TW-4 _ Do . 1'Vlop EDGE OF PAVEMENT SIXTH - VENUE G _ o/D RREAL N . 114 STER✓o SANI TAR\P� f S G S b TH -5 GL-. I4,41 'NOTES: A ws�4�, Iby24f 1) THE INSTALLATION MUST BE IN SUBSTANTIAL COMPLIANCE WITH �A THIS PLAN, 1995 MASSACHUSETTS TITLE V '& TOWN OF .Klej nr BOARD OF HEALTH REGULATIONS. ZQ 2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES, (net) � SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO o,�r� 9 P�/ 2 � 7 —��•y INSTALLATION. 0 TH-2 .�,: ( ,.�� 2' 11 3) THIS PLAN SHALL BE USED FOR SEPTIC SYSTEM INSTALLATION (,CAM I ONLY, AND SHALL NOT BE USED FOR PROPERTY LINE DETERMINATION. "`✓✓✓ 'I ll ,,,,•• l2�v' 0 �"ly 4) ALL PIPING TO BE 4" SCHEDULE 40 @ 1/8 "/ FOOT. (UNLESS R `SfiA� IoyR'4fy SPECIFIED OTHERWISE) SAD If'` I .2q / 3 ` . 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A 37 ��b-gq LDAM\-'( (-Uy P GARBAGE DISPOSAL. NE SAND f . 30 1 6) SEPTIC TANKS AND DISTRIBUTION BOXES (WHEN INSTALLED) 1 N MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON ftw(} `I j G i 7 ABASE OF 6"OF CRUSHED STONE: (Zo 3-7� S� 25sY/ zo 7-�. �1Q w 0 7�1�-U D tJ 0 ha w 0 PPVAT1 W r � EI.Ldr w��,� I y� o.. tp�b�_ �/ni�i-t S ^fit 1 TEM DES .I GN li_ No w6T. vul IIQ ISO'oF ' . TE (U)06 VAP AtJ. I,67 �Wwj TI TF-U 0r_ TVvUN of &tyL45Metg 3 AT.I1 GAL/DAY/BEDROOM - GAL/DAY . OF 1+6A t'T'i Vi,hiZQw. 4$ N Non tle CeXT Y x 2 DAYS �. .GAL -- - — - ALLON SEPTIC TANK NP_VIJ 7v . TION SYSTEM _ _M Ir_vtAvry E, ✓✓1.:-6'iW . 1,,i��t �t r� - -> V 1V 1 1-S Wl Z q 2 F-T- ) A,40 \REA:_J _C�3� z -Cq�2�}x2.; X O , /S3,9Z , A AREA: /{3 X 9 x O>7 - ZS( <3g t(yo,30 6 p!) 1(STEM SECTION > yvo GPr) req . a� YZ1ri ' EL 1li'5_ 13- "of nI5h ✓ade 9 EL. I �b Gas g� lP Izv71 D-BOX ItVa4 • A I + • e �NoT 1Z SEPT I C T K /eve/.' ) /ve b�AA Q rl N b-6-77 s,zs TeoDi 41v, or Te771gobr, 3,�" S I TE AND SEWAGE PLAN U sIq l " LOCATION : 104 51XT1 -At-�>JUC H�A-NN[40V MA 2� Zq _ Wel.SGee PREPARED ; FOR MkP ` WeL,&-11 �0 _77S- 2.8�6 ►0$ SCAL " DARREN M: MEYER, R.S. E': f �/ P.O. BOX 981 DATE : EAST SANDWICH, MA 02537 DATE HEALTH AGENT Ph: (508) 362-2922 R �� _ __. .._.__._s__�__. I ,�:-.. � ..4_ '''�-�- --�" ..___ ._.._ _� � � _ I __..---- --- A _._ � � � e i }} a _.. _ __---. . _ 4 # � � 9 __ 11 � _._—_ __—t �.. _� -- t__ i ~� �.._1�..�._..�. � � � � -----_-._------� f � � _�.. __ _ _ .._ � . . �__ � � � _______ __ . , _. ..