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0149 INWOOD LANE
l vq Inwood Loot � 2zs- ozf 5 =�`_ � �.- .,. I I � � P TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit Hear+4 Division PA -J1-;JaC Date Issued Z{ - 0 5 oS- ii , Conservation Division . / L�¢N �Ya�/S �y �V Application Fee _ Tax Collector �gRD�S��N �9©S��"" "PermitFee Z Treasurer Lo SEPTIC SYSfiE-M MUS-f DR INSTALLED IN COMPLIANCE 'Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved bbyy,PPlann1in0goard TOMREOUlAMONS / Historic 0 / ' Preservation/Hyannis a &eC1,2 �'�-���'� cc% - ��Pc�izr►xv��� Project Street Address I `f XN W too d 14�9 Village F}_pi,,a t Owner 4 L, 40 1 MA A) Address 1 ` 9 Telephone (0111 -$3a Permit Requesty� Square feet: 1st floor: existing proposed 1P,7(Z 2nd floor: existing proposed.3r36) Total new Zoning District Flood Plain C Groundwater Overlay Project Valuation .VDe,G6-a . Construction Type 1j),-A . Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 64 Two Family ❑ Multi-Family(#units) Age of Existing Structure e� , Historic House: Cl Yes ❑No On Old King's Highway: ❑Yes o Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other j�,U;, �,,� , .e�jn�� - ; em a dalc etc Basement Finished Area(sq.ft.) �'' 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 Roong.ount Heat Type and Fuel: N Gas ❑Oil ❑ Electric ❑Other c � efs Central Air: A Yes ❑No Fireplaces: Existing New Existing wood/coal tove: F..&es No w Detached garage:'%existing 61 new size Pool:❑existing ❑new size Barn:❑exis ng ❑raw Sig Attached garage: existing ❑new size (o Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use' Q� - Y _,__ --� �_ .. .>_ �_Proposed Use 61e-,7 2..-e , `� ` �" ew¢l%.� BUILDER INFORMATION Name Telephone Number SQL �1 Address License# > 97 1M w W NA Home Improvement Contractor# J 3 `T 7 V 6 Worker's Compensation# _ Vc ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 6f ` i a FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - MAP/PARCEL NO. M ADDRESS VILLAGE OWNER , t i DATE OF INSPECTION: Y FOUNDATION l ^ J FRAME -_ D _ INSULATION E . 'i FIREPLACE rlM ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH; FINAL _ l7 0; - GAS: ROUGH- (a FINAL FINAL BUILDING ? rn 0 In S r DATE CLOSED OUT t ASSOCIATION PLAN NO. F ,� i Bk 19917 P:9 83 038983 Susan P.Stickells Albert A.Holman,III 29A Chestnut Street Boston,MA 02108 April 26,2005 To Whom It May Concern: We, Susan P. Stickells and Albert A.Holman, III of 29A Chestnut Street,Boston, MA 20108,are the owners of 149 Inwood Lane, West Hyannisport,MA 02672. We purchased this property last fall and are currently rebuilding the guest house over the existing garage. We intend to use such guest house for our friends and family members and do not intend to rent such guest house to third parties. 7` Sincerely.yours, Susan P. Stickells Albert A.Holman, I Vj Owner, 149 Inwood Lane Owner, 149 Inwood Land ,0 West Hyannisport, MA 02672 West Hyannisport,MA 02672 BARNSTABLE COUNTY REGISTRY OF DEEDS Acknowledgement A TRUE COPY,ATTEST Commonwealth of Massachusetts ) JOHN F.MEADE,REGISTER ss County of S5ur=-rcc.r ) On this 2s--day of April,2005,before me personally appeared Susan P. Stickells and Albert A. Holman, III to me known and known to me to be the individuals described and who executed the foregoing instrument and duly acknowledged to me that the same was executed voluntarily for its stated purpose. No"Pdft Rotary Pu6iic comffawma d , Seal �� 1 t . My • flf1llf11�: nAMIOTADI C L)Ci`-iL'ruv ni: nrrnc 1HEti Town of Barnstable Building Department - 200 Main Street SARNSTABLE, = H ya n nis, MA 02601 9 MASS. q, 16,9. . (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 84817 CO Number: 20070029 Parcel ID: 225025 CO Issue Date: 02115107 Location: 149 INWOOD LANE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SI NGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: GILLIS, JACK Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: GUEST HOUSE - / SU B u i VdiCLu rtment Signature Date Signed TOWN®OF BARNSTABLE BUILDING PERMIT -s ,1 PARCEL ID 225 025 GEOFV�SE ID 1.348.3 ADDRESS 149 INWOOD LANE PHONE CENTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMF ?T- _._...__..__- DISTRICT CO — PERMIT 84817 DESCRIPTION GARAGE GUEST HOUSE ABO E/BK 19 17 PS83 0389 PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT GME CONTRACTORS: GILLIS, JACK Department of ARCHITECTS Regulatory Services TOTAL FEES-. $920.00 BOND $_00 �tNE CONSTRUCTION COSTS $200,00,0.00 f 328 OTHER NONRESIDENTIAL BLDG snttxsrnsr.E, ED Mpt A BUILDING-DNISION L BY ( 7 7�� DATE" ISSUED 06/15/2005 EXPIRATION DATE --�' _.,-�� W ✓�.` 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 PLANSQMUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE I 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR I 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- I ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. I 4.FINAL INSPECTION BEFORE OCCUPANCY. I ® ® s - BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �" 1 7,31'N 91 alp j.-23- I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT j I 107-V eA //je _ 2 BOARD�F HEALTH AIN J�s � ac515 OT R: SITE PLAN REVIEW A PROVAL i WORK SHALL NOT PROCEED UNTIL PE WIT 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. J I I I ` I I I I • i I i I I I I � I r Epic 19917 Pw83 355�83 06--09-2005 al 11 2 12a Susan P. Stickells Albert A.Holman,III 29A Chestnut Street Boston,MA 02108 April 26,2005 To Whom It May Concern: We,Susan P.Stickells and Albert A.Holman,III of 29A Chestnut est, stogy MA 20108,are the owners of 149 Inwood Lane,West Hyannispott, the existing We purchased this property last fall and are currently MWIding the guest house over garage. We intend to use such guest house for our friends and Family members and do not, intend to rent such guest house to the ides. �. Sincerely yowl, Susan P.Stickells Albert A.Holman, Qwner, 149 Inwood Lane Owner, I I- Inwood Land West Hyannisport,MA 02672 West Hyannisport,MA Q2672 v J BARIVSTAa�E COUNTY REGISTRY OF DEEDS Acknowledg met A TTRU�E GOPY,ATTEST Commonwealth of Massach�ts ) ,iOHN F.M>rADE,REGISTER County of 5 L# r On this 2e-,,day of April,2005,before me personally appeared Ste"P.Stickells and Albert A. Holman,III to me known and known to me to be the individuals described and who executed the foregoing instrument and duty acknowledged to me that the same was executed voluntarily for its stated purpose- - momLVME TNBoM C....� ti11Mt PrAia . .otary is d Seal :o �f .my :C v - g�� .... .. . .. .,��•-. e.w a ..r to r P h/S It 5-A L .............................................................................................. ...................................................... ........................................ .................................................................................................................................. ............................................... ................. ..........—----------........... ----------------- .....—------------—-----------------.................................................................. ..................................................--------------------— ................................................ ................................................. .......................................................................................................................................... ......................---............... ROOF .................... ----------------------- ----------------------------------------------------------------------- SHIW-LES ................ ............................................................................... .................... .................................................................................................................................................. ............................................... ............ ......................... .................... .................................................. --—-------------------- .......-----------------.......................................................................................... ...........I..................... ........... ......................................................... .................................:.................................................................................... .................. .... .............. ............ .............................. .........................- .......................... ......................... ......................................................... .................... ................. ..................... ............................................................ ....................................... F P-7-7"m, FIN FLOOR LY 1 ---------- ......................... .............................................................. ........................................... .................................................................. ®. ....._. 5/4 x ro CORNER . .............................................................. .... F�F] CEDAR ................................................ .... SHINGLES "7"'T "T ............................... ..................... -.1- --.T..� STONE VENEER RETAINING WALL .............................................................. .... BELOW SHMILES -7-1 T-' I" BELOW CEDAR 5HINGGLES ........................................................... ... .... ....... FIN FLOOR LVI ................. ................................... ----- - .................... .................................. RETAINING. WALL .. I I(,"BELOW CEDAR SHINGLES wo tl 12 9 12 _...............—.............I---.......- . —15 — .... -...__......._.... ® ® ---._.... -...-- T 5/4 X 6 . . CORNER - --------------............................... ._ .. CEDAR + .-............................................................._..._._........................_...._.--.........•.-_-------_._--.......................................................... SHINGLES __..... ............_.............._................................................................_.......__._........_- ......................_..................__..................._....................._......-........--.......... ------- _............................_...._...... ......_..................._......... ....... _ _.... _..._ _... ......... ._..... .........: FIN FLOOR LV- -� - _....... __...................... ................... _..................... ........... a _................................................... ..... ? COMER 7 ...._............._._.........._......_................_.._...._....._....-------------- SHINGLES .............................._...........__.........-._.....................-_...... . -......... ......__..... ...._i...:- -.-._........_.._._...................._..........._....._._..........._....-.................................._............_. ...._................._.........__......_...._ ........................ ._ . _ -_.._ .......__ .._............_.._........__. l ' '--- ..r:: FIN FLOOR LVI STONE STEPS RETAINING i WALL 16"BELOW - i CEDAR SHINGLES STONE VENEER ' ON GARAGE WALL i i BEYOND - � r L------------------- ................... ..................................... IY ................. ........................... ............-................................- ............ .......... ............ ................................................................... .................. .......................................................................................................................... I..........................------ ....................................................................-----------------..................................................... ..........I................................. ................................................................................................................................................. ......................................... --------..................................................................................................................................................... ................................ EM-aEl IE� ....................................... ...-....-..-..-..-..-.-.-..-..-..-..-....-..-.-.-.-........... ........ ............................................. .......... 5/4 X& --------- ................................... ......COWER CEDAR ......... ......................-------------------------------- SHINGLES .................................. ........... ................ ---------------....................... ....................................................................................... ..................................---------------....................................................................................-.................................................... . ..........................................................................................;..................................................................... ..............-......I._........__............ FIN FLOOR LV Y ..........................m...............................................------------...................... ----:� ... ................................ T L .............................--------------------------..................................................... ......................................................................................... ................................................ ...® .:.I. �. ....... ILL, ..................-..................................---------------------------- COWER ....................................................................................... ---,-CEDAR ..................................................................................................... SWINGLES ................................................................................... ... ....................i L. ... ........................................I................................................................ ....... ...... ........ .... ............. ... ...... ...................... ............................................ .......................... .................. FIN FLOOR LVI ...........-*"*-----------------------**'"*------- ........ ..... --- -----------------------------------*-.-----!�!�---.-.iL!-.--�--,f...-.-.Ii-, . ........................... .................................. ......................................................................... f; "j-74 Tf-- --------- STONE STIFF-o RETAINING WALL IS BELOW CEDAR SHINGLES SLOPED LANDSCAPED FILL BETWEEN RETAINING WALL AID SITE STEFS STONE VENEER ON GARAGE WALL BEYOND ------------------------------------------------- ------- y.r 20� Mp g wod1 be. '� 2 e xp-S.A b i 6', o 24 2 s«l 26 28 \._ SC:Ai.7? 1 : 24030 32 ` �1 �� 3 �� ,�. \ ` l::rititir� J 0 11/'rLV p.2,000 cal a Septic list 689 ` 20� \ titi o,� 3• � , �� � , 22 Existing / \ d4 ng - _ )9 24 Douse #149 :moo No Wetlands or 4 . j tit �� �►• , a• Potable Wells wA . 1#� , w ISO of NOPL S.A.& � �;�i Nil � •�, Existing Sepank IX)C000�, \ lam, & Leaching Pit to be � ,, Pumped odt,& Remove 108- "-29 of Barnstable Regulatory Services , . s snxrssrestE, s Thgmas F:Geiler,Director :. . 'lac y BulfdYnMASI 9 Division TomPerry;-Building Commissioner 200 Main Street, $yanais,:MA 02601, �*ww.town.barnstable;yn us . Fax: 508-790-6230 Office: 508-862-4038 t Property Owner Must Complete and Sign This Section If Using ABuilder as Qwner of the subject property w hereby authorize I i 4 to on my behalf, in all matters relative to work authorized by this binding permit application for: Wkc (Address of job) t Signature of Owner ` IMF t The Town of Barnstable . BAR,yyTA81E, Department of Health Safety and Environmental Services A MASS. , Building Division . rFD►AA'� 367 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 PLAN REVIEW Owner: �>>'►^► o+V1 Map/Parcel:- Project Address: �( 1i �►� Builder: CUQ-S4- �Aou SQ—. The following items were noted on reviewing: r St n � r b b a Reviewed by: Date: _ D mhnudinrformsseview TOWN OF,BARNSTABLE BUILDING PERMIT APPLICATION Map of Parcel �� Permit# 4 U 4,dth Division 9,5) Date Iss ed :�.— oS k ,Cons �Conservation'Division Fee 5 Tax Collector Application Fee Treasurer Planning Dept. A Checked in By Date Definitive Plan•Approved by Planning Board y C Approved By Historic-OKH Preservation/Hyannis Project Street Address I_T o' 1.0 Lo e3o AN � Village ��w ,z U ,'11-C Owner 8 Ae3IM-4 Address Telephone Permit Request .";SA,Yae hw•�� ( sew, 3e �e, wa Fc AIA&T Square feet: 1st floor: existing 1 proposed .266 12nd floor: existing 1930 proposed fclk Total new .51^10 leX'it lw+g 111lcc. 4--ee. 777 Valuation Zoning District Flood Plain c+ Groundwater Overlay Construction Type Wd Lot Size /a Grandfathered: ;R Yes ❑No If yes, attach supporting documentation. tf Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure fin"x taa y", Historic House: ❑Yes ANo On Old King's Highway: ❑Yes XNo Basement Type: X Full ❑Crawl ❑Walkout O('Other _1 epm' F-i1 1.ma it ou s Ada �trs� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ot.S®v .Number of Baths: Full: existing new S' Half: existing I�' new Number of Bedrooms: existing S new S Total Room Count(not including baths): existing f —new. ^1r First Floor Room Count 1 Heat Type and Fuel: A Gas ❑Oil Cl Electric Cl Other Central Air: A Yes ❑No Fireplaces: Existing New, Existing wood/coal stove: ❑Yes No Detac ed gara e:❑existi N new sized$ ❑ ❑Zr Pool: existing new size Barn:❑e ❑xisting new size yes � }rr�je ever �t9ve i fg ®wv�2rnri f' Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial. ❑Yes_,_ allo _If yes,:,site plan review#- Current Use Proposed Use BUILDER INFORMATION Name .e � �i//f Telephone Number SAP' ;�&ZYY Address /eA1r44 .� /s License# 0,5'/ 319 Home Improvement Contractor# Worker's Compensation# 4we 70�( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -W,7cc. SIGNATURE 4ZZ DATE " FOR OFFICIAL USE ONLY f PERMIT NO. - DATE ISSUED MAP/PARCEL NO. i ADDRESS - VILLAGE OWNER r . DATE OF IN_ SPECTION: FOUNDATION FRAME �' 1 1 2- 3 INSULATION r i FIREPLACE Z 6 ELECTRICAL• ROUGH FINAL H_ J , PLUMBING: // ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING i • DATE CLOSED OUT ASSOCIATION PLAN NO. w:' The Commonwealth of Massachusetts tts _ Department of Industrial Accidents Office of Investigations 600 Washington Street, ;`h Floor - — ' Boston,Mass. 02111 ' Workers'Compensation Insurance Affidavit: �` pi%hY�;ya,,f,.�..t`•i /'�� pr�,./':.j T��• ' ,�� a/.��.�.Fp,F1-^W�.i - s.ee6atPrw Bnu Sielwdi n1�;/aPl'f u mb:.ing/Electrical Contractors ctors X OG ,201 p IEEE R name: address: z1ae city �7t'�C✓P� state: t��1�r�..' zin ���.rl Dhone# work site location(full address):IVY ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction[ emodel ❑ I am a sole proprietor and have no one workingin and!capaci ❑Building Addition icl'••,l'c.sr•;3,, •.ia�� 5:;1�!',el".x§;;:• r3',4,.:pp;R.: >r°. v` S.+rc,i a.t.; .`J• ,p,. .•n�'rrr.; .4,n :r +$;-: - g•%'.�5, ..::!a.R. ;::.C[E�.R_.. '... etc. � .,r�•m�. ,L:"+�; �r 1�:2 "�1'::'.�'.?�i..s'G-.ci•,..fjl:`^-:k6c:: t,,w;+ •t•.. w•lyg .. s.,;. :. .y ,�s+,,tG i, ( ] I am an employer prro�viding workers'compensation for my employees working on this job. company name: /�t l� 1 ° r° Q / address:' 7 �1 !/hyx•-' S city: '• phone#: f oe/V/ '7 ev-U° insurance co. policy# 4&)e— �1,o .t'. - .••4 x �abS l t�.bai}•Sv..•1: 0. ,tch.' _-.:Y�.SSeP.m i�`• ":b''ii': yy °'�•t":,'a (.:. '�"• - - ,... w.:'' .i or.. g;. .'„mF.it2:.::+';";.h,.:-.a'':;;ia#,•s::•3C�;.i:es:::'�Ma �,4. ❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name address city: phone#• insurance co. policy# ] company name: address: W city: phone#• insurance co. olic # r.:. �; ttgiFi dtio aF'}ieetiiLt�ece'sa" 'UM.", �pf..�r^A gyp WTI � p�: ti• :c,. rt.,;..:�. �. �L"3iX,.:n..,.:F1f..,•(& >'�'i!u`aii;r?I"c: *i!�� '�..:,:i�ro^x��'.�'+�,Y,'r.e�"•�v�xa9�.air�ba'?�K`�":7�'`!�":_.'+$'•C"x.;'�wi3el��:u� �;Ea Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.ao and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of investigations of the DIA for coverage verification. I do hereby certify under epains andpenalties ofperjury that the information provided above is true and correct, Signature Date. �of� Print name Phone# - �j official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑check if immediate response is required ❑Licensing Board ❑Selectmen's Office contact person: phone#; ❑Health Department❑Other - (rtviscd Sept.2003) 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. +.+ +'�?4�: � ' •.�n: s ,i :: '1'.1... .r:5 k. svAe:�'". -i: '.. @�!G'_:;.., ,�z�•t.','e '•+•:•S' ...+^�. y..;.. '. +ks .`.'z:i.."c?P�''.•-'''d�.-;:�'':.. ."` u{� .'`nt?Si '4'.� ;}; t )`+...::., ra'.ri; $f`.::.;:� •;:;.a3t� +9x:i*i�f�'ES,i!���'o• '...€�.T".:.d:�: _.t,(..:.,;:"Rt:' Applicants . Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,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. r:.� qv. E' t"':Tik -kr.R.^,�«i8. >"7�:f;x!c.!e ..^!cc � ;;r,:�nY;.c'+��z;^9t.�;'�;<i+a•'�d";�•y'SR,.. -?7i,'!`:'�':'.c`i?�?r11 r:'.i:a;1"'.i:1i`,=7:'f:,..',7z�`u.,;.,w�' nKa,:%3. .:Y•�;w d',�:�'i' t'�.,,sir�',�.�'�� ,'..��� C;v';a�Y�•i :��° �i ,vi�k°z•,uu:gfi.; i;f,. •�.{ i �'t&'3.s.�€8';'+:`r;~r� w•.saa ''b:,'+v. V '..'a.;.,`��.'.:;'.•. �t .v>'r�. .'.�':a;::3 ri3:i?_e .zrw 't`s#S-� z�,1+r � -..�i ..i au B ^gyp. >;..,.,..�7 +n. �R+i.,,; L,e::y���f,;;:2 Js 1� 4.•;,'., w4 'k,.",�5� r dr';.vr c4 �'.: c,'9x�. '"t0b4 tn"a'�'xut1G'�i',t w¢`+>�..�''�.dA�4,:Y:a_. •.'fit_;•7 •qy.r.'..�:.. �4',;i,� 3... .� E..f :�'} . 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 permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. ".t eft i' $7Y?:C '- 7+i.-1.J::..4.^'1'k�:r:'i:.e',.�'�:'.`.b':Y'R1(4 ri:;�..f J'cEyi.:..ydJ... ,r0'sNl�'.:<"i!•".•tl� •:.1'-i '.:a..3''�';. -q;;![. ,:dr. - +sr^ - '- .,,µ-.. _ :•as'e. i.� *J iin�'�,r.'.• u z,£:^..g 7r .r:,i K.,,,r.,. ..�, ^t:<.^:;u:�: .ar.�..'w`a? ". r#: .'?:. '++1 '�7�`,,.'�.^an:.. ',1.. "_�,rr :�'��: _,,,) r ..E:1� `mv. ';�+,•. :i, >rp[��x�tia_. .c<.,:''f^.,? ;:,_,�;�ofr'' ,�r: �R� �,. ;}�`�'., ..'!ax .'v. - ..�� �!s .'�" '.Tr'- .:�r..:..� •�..,p�''iy 'Irar r� z-•;€ ;a � �t �`� �` srx�a4 `5'.r�s"�a�;.$.2x�"ram ����$'",—..�.et�� '�.as S �A=:... �"a35t,"rtsr'�'R;4"'+. � �' ue��,s''�=�•� The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`h Floor Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 i pUTHEr Town of Barnstable Regulatory Services saxivsTABLE, � . r r ,,ASS, Thomas F.Geiler,Director Eo;9�a�` Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Permit no. ` Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW, SUPPLEMENT TO PERMIT APPLICATION r 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. Type of Work: i�o Estimated Cost 4-o Dom' Address of Work: Owner's Name: Az C/ 151111"N 4._3 Date of Application: u.J I hereby certify that: Registration is not required for the following reason(s): - []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Y& /'J 7 7"SG� _ Date Contractor Name Registration No. OR Date Owner's Name Q:formslomeaffidav I TQ" of.Barms'table Regulatory Services .x, Tliorii s Y.GeUer,-D$ector: ; cling•Division -Toia`PeiZy; Building Commissioner , • ...- . . - 200 Main Street,•�yaanis,MA 02601 .. - • Veww.iown barnstable-ymus Fam 508-790-6230 ' Office: 508-862-403 8 -Property Owner Must Complete and Sign This Section if Using ABuilder as owner of the subject property . . -G • to act on mybebalf, hereby authorize.'• /� ' in all rri xtexs relative to work authorized by tills bonding permit application for; _ • '. (Address'of fob) . • 5—Aly� Signature of Owner Date A, 4 1�41447j • Print�� .• • . Cl 245 C,'Y5 C:2-5 SMOKE DETECTORS REVIEWED -1-o a a YARNS48CE BUILDING DEPT. DATE r� sun Foom a FIRE DEPARTW DATE 80TH SIGNATURES ARE REQUIRED FOR PERMITTING s 1 1 K^ FW::ltll r R 00 rV ❑ Kitchen I Ivinq room Q0 "s R 191-5' a � � Up I f arltn{ � � • Pin1nq Foom ❑ _ n, I amchy wav�z5z ❑ II'-I" i 14— 1 i005' °1 foyer - — M study tiedraom Path I Bath ® ILL VWW 5252 I� Alterations to the First Floor Flan Holman t?cs idence �11.1"-0" *d„,2005 149 Inwood Lane T. a A. West Hgannisport, NIA ca,tractor AVI &Canpary 5 0 �. .. J r" Bedroom bedroom Bedroom a� aath ;07 path i Bedroom I nn / . Obwt - nfl. -----------------1 �i a 5utq Area ; a L� o l ,FjJ Vk02!!2 '�J VA02!!2 - YM02442 --------------------------------------------------------- ---- ----------------- --------' i I Alterations to t1 c Second Floor plan Holman residence 5ck:1/4"-1"-0" AO 11,2005 149 Inwood Lane 4. T a ," West Ngannisport, MA ca*r�: A/L&co,paN 56 09tervd1e,MA 12of i ---------------------------------------------------------------------- , I I I I � I 1 I wo Y�r Attic/Storage i I i DM1 i I hV_1.WV AV9-:W I 1 • I I 1 , IL ; 1 I i i I I ; I I I , I 1 ' � I I 1 I I I 1 i -------------------- --------------------------------------------------------------------j i Alteration5 to tl e third Floor plan Holman pe5idence 5c1e;1411 .III ^II Apii ii•2009 149 Inwood Lane T a r s West Hpnni5port, MA cat-actor: AVL&caTaN ostemlle•MA 3 or' i' Town of Barnstable Building Department - 200 Main Street BARNSTAB LE, MASS. Hy(508),862 40601 9� 1659. Certificate of Occupancy Application Number: 84505 CO Number: 20070030 Parcel ID: 225025 CO Issue Date: 02/15107 Location: 149 INWOOD LANE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: GILLIS, JACK Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: MAIN HOUSE B dd g Department Signature Date Signed < TOWN OF BARNSTABLE® �w BUILDING-Xg.dMIT PANEL ID 225 025 GEOBASE� ID -©3483 sy ADDRESS 149 INWOOD LANE a PHONE CENTERVILLE ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 84505 DESCRIPTION `DOTAL REVOVATIOM PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONV CONTRACTORS: GI LLI S, JACK Department of ARCHITECTS: Regulatory Services TOTAL FEES: $3,740.00 BOND $.00 pf CONSTRUCTION COSTS $900,000.00 434 RESID ADD/ALT/CONV 1 PRIVATE +► BARNSTABLE, • MASS. 039. BUIL11ING"DI/V-1SI0N BY�, DATA" I' TSUED 06/01/2005 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY'STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED ---�-� FOR ALL CONSTRUCTION WORK: .APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). ~PANCY IS REQUIRED,SUCH'BUILDING:SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. —OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE 4.FINAL INSPECTION BEFORE OCCUPANCY OUT BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 0 1 2 B d lJlo7 , 1 2 ,`1� 1�P 2 ,/�/ AI 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT s a P 771 aic� � 2 � � b,.-- o ILD I OARD OF HEALTH eAO�W OT R: AO SITE PLAN REVIEW APPROVAL e W RK SHALL NOT PROCEED UNTIL PE IT 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. _ y f 1 ti The Comnwnwealth of Massachusetts.. •. Department of Industrial Accidents* — metFIl DWArpro" 6j9 Washington Street Boston,Mass. .02111 Workers' Cam ensation.,Insurance Affidavit-General Businesses 'r �;'�� r '+�•• •.:�?�.,./�. �t.:,.ea„ate•. . ... . . �- .,,., ���: . ,_,-:t�i . �. name: address: I ILl i cyty state• i^uy ziy: 0 i q-SI vhone# 5 work site location(full address)' / ' Z�J U cs E� It c. r✓ 1 w �'4� . ❑ I am•a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment ' working in any capacity. ' ❑Office❑ Sales(including Real Estate,Autos etc.) ❑I am an employer with em to ees(full& art time.): ❑Other �I am an employer providing workers' compensation for my employees working on this gob. t: �;, :.ii r< .ry. (� t, v'• .i�'::' , ,r �i::' .;trry<:.;;: •t' coiriUanV n Met •t,�. , . tJ t, tin• 1i �-• J; ,tl :J •Y ..J• ..•II:s. aY e'd$r'e9s� '''y'r•;;•.�+•i.. '�`��'.•1• �t`Y'r °3't',1`., �.. ::y,. 't ,i•.•..fir; ',vi.,�.'i •�•. ..:;. ;: +,;. :�, •,!. .,; ., • •y4:'' L .:a. 'nY ti,r}-!y i �•' ''•�C •'7 ti••-• a,, ... �,.p�Y'�� f': s1 /'.:" p�►oiie'•#::."' '%'T(o: ya .. '.;!:'Y' i city: "..: .' ••r `;••:� tM:IN u e: ' - . . i' `• �•• _., �?'i ' I am a sole proprietor and'have hired the independent contractors listed below.who have le following workers' " compensation polices: Nr. � _ ♦.o-'• - ••f'�,..•.. 5�::�f,� :ti=:if'4:,tr.1.�{t—?a••:�•::i.-,'` . .., .:•.71 ;.tr11 ..� i•:' t• f> ..yid'' ;�. ..�. ame • t comyany n '''•• �•• •�• �•'' address:. t:•f t :.i•,. :!: .i'• a:.: ry ,?:a _ o •{•`''•:•:;a:o;'4''y. :�,f;! ,,i:: J'• .lye. ^'�.'y. ,.y l': ' 1�.:7:•': .1, •Cr:,.�:vf,; .1"p. iJ C`p.T.,J. 'r''f..'t t':i• .y, ••J'r'•,?t• -e:` :Z ,A•::.,::. - ' insurance'co. fi.r:;.: -- °.... coin gii. n>iaiei.J cliy�' :ihorie#. • i.l,• ..t— tt'..-. ..t. ..:r.; :tit: r.5, a.. .y.: a.�§:: .�.. .y4S1:.,s. .•i;,,•:.t�1t !s• •:tt`•• 'r ins '•; w-. •••:..>�::'. ;; . .• .. '•'.�.�. . .-.: �;� �;:.,...'..•. .:�:'•.: :�:•�'• •••: ': ':,::.� Failure to secure coverage as required nnder Section 25A of MGL 152 can lead to the imposition of criminal penalties of aIne up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the f6im of a STOP WORK ORDER and it fine of$100.00 a day against me. I understand that 1, copy of this statement maybe forwarded to the Office of Investigations oft he DU for coverage verification. I do hereby c reify U. d the pa�ns�and, a alties of perjury that the information provided above is true and cornea Si store � D$tA •�`f—i/-n.� Print name Phone# ,� S - yigegggg official use only • do not write in this area to be completed by city of town official city or town: permittlicense# ❑Building Department ❑Licensing Board check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (mbed Sept 20M) f` Information and Instructions. ; eral Laws' ter 152 section 25'regWres all employers.toprovide workers.compensation for their.. hus Gen P . Massac . efts employees, As quoted from the lgaw", an employee is.defined as every person m 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 We of the foregoing engaged in a�joint en' prise, 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.maintenaance, construction or repair work on such dwelling house or on the grounds or building�iu�tenant thereto shall not.because of such.employment.be deemed to bean employer. ... MGL chapter 152 section 25 also'siates thaf'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 t�e insurance requirements of this chapter have been presented to the contracting . acceptable evidence of compliance with authority. - Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your§ituation.. Please supply company name, address.and phone numbers along with a certificate of insurance as all affidavits may be submitted uPP 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,workert!-compensationpolicy,please call the-Department at the number listedbelow. City or Towns . Please be sure that the affidavit is cbrnplete andprinted 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 fillin the per?mt/license number.which will be-used as a reference number, .The.affidavits.may.be':returned to 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 Bf fln of WresUgWons 600 Washington'Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727=4900 ext:406 51 a ' n:of.Ba i able . •� W&VIstory Services " :.. ' .. ... . = AOM St iIding-DWon ToiuPery;�tding Comm{ssioner • 204 Main$treed'Ilyammis,MA 02601 - w"."own ba mstable.,ma us )ffioe: 508-862-4038 Fax: 508?90-6230 ' Property Owner Must Complete and Sign This Section • If Using A.Builder A : ����'�%� i� ,W Owner of the subject pr0pen7 . • to act on rriybehalf, hereby authorize:: . in all=tten relative to work authorized bpthis binding pem*application for: (Addms..of Job) S4WZ=of Owner Date O,$E^ BC CALC® 2003 DESIGN REPORT - US Friday,June 03,2005 11:52 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: AVI.BCC:GAR\FB01 Job Name: Description:GARAGE-BEAM SUPPORTING 2ND FLOOR Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 1 15 psf Tributary 12-06-00 Ak -F 12-11-04 Ak 12-00-12 BO B1 B2 2816 Ibs LL 7820 Ibs LL 2652 Ibs LL 998 Ibs DL 3152 Ibs DL 888 Ibs DL Total Horizontal Length-25-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 25-00-00 Live 40 psf 12-06-00 100% Member Type: Floor Beam Dead 15 psf 12-06-00 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 13752 ft-Ibs 65.7% 100% 2 2-Left Slope: 0/12 Neg.Moment -13752 ft-Ibs 65.7% 100% 2 1 -Right Tributary: 12-06-00 End Shear 3259 Ibs 33.8% 100% 4 1 -Left Cont.Shear 5046 Ibs 52.3% 100% 2 1 -Right Total Load Defl. U423(0.367") 56.7% 4 1 Live Load Defl. U535(0.29") 67.3% 4 1 Live Load: 40 psf Total Neg. Defl. -0.083" 16.6% 4 2 Dead Load: 15 psf Max Defl. 0.367" 36.7% 4 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Nailing schedule applies to both sides of the member. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ d (800)232-0788 before beginning b=3" product installation. c=2-3/4" a BC CALC®, BC FRAMER®, BCI®, e=3" • o T • o • BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, C VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, •o 0 / VERSA-STUDS,ALLJOISTO and e AJSTm are trademarks of Boise Cascade Corporation.h -hb Page 1 of 1 °parcel Detail Page 1 of 2 '• �� ewe r � r � ,�,� � �` �JJc�, a Logged In As: Parcel Detail Wednesday, May 2 Planning Home Application Center Parcel Lookup ......... I- Parcellnfo Parcel ID 225-025 I Developer Lot!LOTS 302 THRU 306 & Location 1149 INWOOD LANE Frontage F.L5 Sec Road I I Frontage Village CENTERVILLE I Fire District�C-O-MM Road Index 12017 Owner Info Owner STICKELLS, SUSAN P ET AL TRS I Co-owner Streets 129 A CHESTNUT ST I Street2 City BOSTON I State MA zip 02108 Country US Land Info Acres 1.1 Use SingleTFam MD Zoning RD1 rughbd �WF11 Topography Level Road Paved ._............._...........__..__.... __._...._ _ T_ Utilities Public Water,Gas,Septic I Location Excel View,Waterfront Construction Info Building 1 of 1 Year _ _ P None yp _ J Built 191.5 sRu°t Gable/Hi T aeI Effect 4831 Roof As h/F GIs/Cm Bed 6 Bedrooms Area Cover p RoomsInt Bath i Style Conventional wall Plastered Rooms V � Model Residential _ Total;12 Roo sm Rooms I Int[gym Bath Grade Custom Plus � Floor I Style I rei J} Stories I2 Stories 1I S Kitchen i c yle Ext Heat Bath Wall Wood Shingle Fuel split HeaType Hot Water Found- ation I Gas �� Permit History http://issgl/intranet/parcelinfo/ParcelDetail.aspx?ID=15559 5/25/2005 ,:,Parcel Detail Page 2 of 2 Issue Date Purpose Permit# Amount Insp Date Comrr 9/9/2004 New Siding 79208 $200,000 2/25/2005 12:00:00 AM NS Visit History Date Who Purpose 2/25/2005 12:00:00 AM Martin Flynn Call Back Next 7/29/2004 12:00:00 AM Paul Talbot Meas/Est 8/29/2001 12:00:00 AM Paul Talbot Meas/Listed Sales History Line Sale Date Owner Book/Page Sale P 1 10/4/2004 STICKELLS, SUSAN P ET AL TRS 19102/345 $3 2 4/30/2004 MALLEGNI, MARCELLO & BRENDA L 18534/143 $2 3 1/20/1999 CURTIS, JEFFREY W ET AL TRS 12003/173 4 BURROWS, RONALD P TR 1338/288 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parc( 2 2005 $325,600 $2,100 $4,200 $2,140,900 $2 3 2004 $272,600 $2,100 $4,200 $2,140,900 $2 4 2003 $239,800 $2,100 $4,200 $770,000 $1 5 2002 $251,200 $2,300 $4,200 $770,000 $1 6 2001 $251,200 $2,400 $4,200 $770,000 $1 7 2000 $249,300 $2,500 $4,200 $316,800 8 1999 $249,300 $2,500 $3,600 $316,800 9 1998 $249,300 $2,500 $3,600 $316,800 10 1997 $255,000 $0 $0 $316,800 11 1996 $255,000 $0 $0 $316,800 ; 12 1995 $256,000 $0 $0 $316,800 13 1994 $226,200 $0 $0 $332,600 14 1993 $226,200 $0 $0 $332,600 15 1992 $257,900 $0 $0 $369,600 16 1991 $275,100 $0 $0 $433,000 17 1990 $275,100 $0 $0 $433,000 18 1989 $275,100 $0 $0 $433,000 19 1988 $219,300 $0 $0 $214,300 20 1987 $219300 $0 $0 $214,300 21 1986 1 $219,300 $0 $0 $214,300 ; http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=15559 5/25/2005 O _ Board.of BuildingResuiations and Standards ` Cleanse or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR `.'. before the`expiration date. if found return to: '.- 'Board of Building Regulations and Standards __ Registaton 137746 sib One Ashburton Place Rm 1301 Expi*eatioro�'`11212005 ' . Boston,Ma.02108 Toe: Individual JOHN F.GILLIS �� ? JOHN GILLIS II 10 LEDA ROSE`LN. MARSTONSMIi LS MA 02648- Administrator. Not valid Without,signature xe mzlcll ea i a�./�aaoac`ivaPft r- BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR ' Numbe'rCS '051497` } Birthdate1111311947 , ¢ + Expires 11/1:312006 Tr.no: 5148:0 i Restricted00 E JOHN F GILLIS 1, 10 LEDA-ROSE L J ~ G- MAf2STON8 MILLS, MA 02648 } Commissioner e m Bois,, E- BC CALC®2003 DESIGN REPORT - US Friday,June 03,2005 11:47 Triple 1 3/4" x 71/4" VERSA-LAM® 3100 SP File Name: AVI.BCC: FB09 Job Name: Description: BASEMENT BEAM#2 Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 1115 psf Tributary 14-00-00 Ufa 06-00-00 06-00-00 06-00-00 AL 06-00-00 All 06-00-00 BO B1 B2 B3 B4 B5 1503 Ibs LL 4019 Ibs LL 3826 Ibs LL 3826 Ibs LL 4019 Ibs LL 1503 Ibs LL 523 Ibs DL 1498 Ibs DL 1289 Ibs DL 1289 Ibs DL 1498 Ibs DL 523 Ibs DL Total Horizontal Length-30-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 30-00-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 15 psf 14-00-00 90% Number of Spans: 5 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3176 ft-Ibs 25.3% 100% 9 5-Left Slope: 0/12 Neg.Moment -3176 ft-Ibs 25.3% 100% 6 1 -Right Tributary: 14-00-00 End Shear 1554 Ibs 21.1% 100% 4 1 -Left Cont.Shear 2400 Ibs 32.6% 100% 6 1 -Right Total Load Defl. U1553(0.046") 15.5% 4 5 Live Load Defl. U1965(0.037") 18.3% 4 5 Live Load: 40 psf Total Neg. Defl -0.019" 3.9% 4 4 Dead Load: 15 psf Max Defl. 0.046" 4.6% 4 5 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 3". above is based upon building Minimum bearing length for B4 is 3". code-accepted design properties Minimum bearing length for B5 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Nailing schedule applies to both sides of the member. To obtain an Installation Guide or if Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALC®, BC FRAMER®, BCI®, a-2 d BC RIM BOARDT"' BC OSB RIM b=3" BOARD- BOISE GLULAMTM c=1-5/8" a_ VERSA-LAM®,VERSA-RIM®, e=3" • o I • o VERSA-RIM PLUS®, T VERSA-STRAND'rm, C VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. • • e o 0 Page 1 of 1 BOISE- BC CALCO 2003 DESIGN REPORT - US Friday,June 03,2005 11:47 Triple 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP File Name: AVI.BCC: FB10 Job Name: Description: Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 11 psf Tributary 14-00-00 r Ak NP 06-00-00 Ak 06-00-00 ALI06-00-00 AL 06-00-00 AL06-00-00 AL BO 61 B2 B3 B4 B5 1503 Ibs LL 4019 Ibs LL 3826 Ibs LL 3826 Ibs LL 4019 Ibs LL 1503 Ibs LL 523 Ibs DL 1498 Ibs DL 1289 Ibs DL 1289 Ibs DL 1498 Ibs DL 523 Ibs DL Total Horizontal Length-30-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 30-00-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 15 psf 14-00-00 90% Number of Spans: 5 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3176 ft-Ibs 25.3% 100% 9 5-Left Slope: 0/12 Neg. Moment -3176 ft-Ibs 25.3% 100% 6 1 -Right Tributary: 14-00-00 End Shear 1554 Ibs 21.1% 100% 4 1 -Left Cont.Shear 2400 lbs 32.6% 100% 6 1 -Right Total Load Defl. U1553(0.046") 15.5% 4 5 Live Load Defl. U1965(0.037") 18.3% 4 5 Live Load: 40 psf Total Neg. Defl. -0.019" 3.9% 4 4 Dead Load: 15 psf Max Defl. 0.046" 4.6% 4 5 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 3". above is based upon building Minimum bearing length for B4 is 3". code-accepted design properties Minimum bearing length for B5 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Nailing schedule applies to both sides of the member. To obtain an Installation Guide or if Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALCO, BC FRAMER®, BCI®, a-_2 d BC RIM BOARD-, BC OSB RIM 1.-3 BOARD-, BOISE GLULAMTM C-1-5/8 a i\ VERSA-LAM®,VERSA-RIM®, e=3" • o T • o • 71 VERSA-RIM PLUS®, VERSA-STRANDTM, C VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. • • e o o XX � b Page 1 of 1 BO� E� BC CALC® 2003 DESIGN REPORT - US Friday,June 03,2005 11:47 y; Triple 1 3/4" x 7 1/4" VERSA-LAM® 3100 SP File Name: AVI.BCC: FB11 Job Name: Description: BASEMENT BEAM#4 Address: Specifier: City,State,Zip: , Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 115 psf Tributary 12-06-00 /'ir�/��/.,/ s.,,,,,,,..Lout„i�i�,�✓.����.., 06-00-00 06-00-00 06-00-00 06-00-00 Ak BO B1 B2 B3 B4 1339 Ibs LL 3589 Ibs LL 3429 Ibs LL 3589 Ibs LL 1339 Ibs LL 467 Ibs DL 1359 Ibs DL 1104 Ibs DL 1359 Ibs DL 467 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 40 psf 12-06-00 100% Member Type: Floor Beam Dead 15 psf 12-06-00 90% Number of Spans: 4 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2854 ft-Ibs 22.7% 100% 8 4-Left Slope: 0/12 Neg.Moment -2854 ft-Ibs 22.7% 100% 6 1 -Right Tributary: 12-06-00 End Shear 1385 Ibs 18.8% 100% 4 1 -Left Cont.Shear 2148 Ibs 29.2% 100% 6 1 -Right Total Load Defl. U1751 (0.041") 13.7% 5 4 Live Load Defl. U2214(0.033") 16.3% 5 4 Live Load: 40 psf Total Neg. Defl. -0.016" 3.3% 5 3 Dead Load: 15 psf Max Defl. 0.041" 4.1% 5 4 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 3". above is based upon building Minimum bearing length for B4 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood Connection Diagram products must be in accordance Guide accordance with the current Installation Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. and the applicable building codes.To obtain an Installation Guide or if Member has no side loads. you have any questions,please call Connectors are: 16d Sinker Nails (800)232-0788 before beginning product installation. a=2„ d BC CALC®,BC FRAMER®, BCI®, b=3" BC RIM BOARDT"' BC OSB RIM c=1-5/8" a BOARDT"^ BOISE GLULAMTM U 1 "e=32 • o I • o • VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, C VERSA-STRAND VERSA-STUDOUD®,A LLJOIST®and AJSTm are trademarks of • • Boise Cascade Corporation. e o 0 77 L111 - � b Page 1 of 1 r y 780 CMR A I J Table J5'7 lb(contluued) Prescriptive packages t'or doe and Two-Family Residential Buildings Hated with Fond Fuel MA)dMUM MINIMUM diaang Glaring Ming Wau Floor Hasemeat Slab Hesting/Cooling Arras(%) U-valurr R-valor° R-value' R value° Wan 4 perimotef . Equipment Eflicieaey' Par3rage Rrvalue R value 5701 to 6500 Hating Degree Days I2/ 0.40 38 13 19 . IO -6 Normal . Q� 6 Normal R 125's 0.52 30. 19 19 IO 83 AfUE g 12% 0.50 38 13 19 t0 6 _-_.-. --••T______15°�.-----._...0.36._._._..-_._._38 . 13. 23 NIA N/A Normal U •13% 0.46 38 19 19 10 --6 ----Normal-- ----- ----.._ - Q 15% 0.44 38 13 23 N/A N/A SS AFUE W 15% 0.52 30 19 19 10 6 85 AFUE g 18% 092 38 13 25 NIA N/A Normal y 18% 0.42 38 19 25 NIA N/A Normal Z 19% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: .56 .�0 3. SQUARE FOOTAGE OF ALL GLAZING: 7Po'1 l 4, %GLAZING AREA(#3 DIVIDED BY#2): I 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING,ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION.• , Cam/� z�`�% � — �',al�•e BUILDING INSPECTOR APPROVAL:. YES: NO: q-forms-1980303 a 780 CMR Appendix J Footnotes to Table A2.1b: I Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned.space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 it'of decorative glass maybe excluded from a building design with 300 fl of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for wholiunits:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior`walls without compression, R 30 insulation may be substituted for R 38 -- _._ insulation and R 38 insu�iatioivibay be substituted-for R-49-insulation: Ceiling R values-represent the sum of cavity-- insulation plus insulating sheathing (if.used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 4 Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing(if used). Do not include • exterior siding, structural sheathing,and interior drywall.For example,an R 19 requirement could be met EITHER by R-19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. s The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement'as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. °The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ° If the building utilizes electric resistance heating use compliance approach 3;4, or 5.. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package.. For Heating Degree Day requirements of the closest city or town see.Table J5.2:1a NOTES: a) Glazing areas and.U-values are maximum acceptable-levels. Insulation R-values are minimum acceptable-levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b.If a door contains glass and an aggregate U-value rating for that door is not available, include the 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(i.e.,may have a U-value greater than 0.35). c)If a"ceiling,wall,floor,basement wall,slab-edge,'or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less•than or equal to the'U-value requirement(0.35 for doors)` 43 �FIKE row Town of Barnstable Regulatory Services xxAM E Thomas F. Geiler,Director AtFp (A``� 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 PLAN REVIEW Owner: �yvt 0,v\ Map/Parcel: 2 z 5 o 2 Project Address �{`� Zn Lti, Builder: (L The following items were noted on reviewing: 42 Reviewed by: Date: -� 0 Susan P.Stickells Albert A.Holman,III 29A Chestnut Street Boston,MA 02.108 April 26,2005 To Whom It May Concern; We,Susan P.Stickells and Albert A.Holman,III of 29A Chestnut Street,Boston, MA 20108,are the owners of 149 Inwood Lane,West Hyannisport,MA 02672. We purchased this property last fall and are currently rebuilding the guest house over the existing garage. We intend to use such guest house for our friends and family members and do not intend to rent such guest house to third parties. Sincerely yours, =-���+ � � - _�_..t•t, 1,e• � k'� ,f,.� �o-` � J }�,�, ,. , Susan P.Stickells Albert A.Holman,lh-— Owner, 149 Inwood Lane Owner, 149 Inwood Land West HyannispoM MA 02672 West Hyannisport,MA 02672 Acknowledgement Commonwealth of Massachusetts ) ss. County of On this 2sa-day of April,2005,before me personally appeared Susan P. Stickells and Albert A.Holman,III to me known and known to me to be the individuals described and who executed the foregoing instrument and duly acknowledged to me that the same was executed voluntarily for its stated purpose. SNMLYNE TI OWM 66ry b is Oaf d ESo !c Seal My Commission Expires: 9 3o 1,96ro !J�W��'l. dt.G.� !� •�-/'�.'f�'f � s/ Lc//d✓CR�lGfd'd � �1��.���,. v .. a �Ti�c.i' �[� GG/C.G�C..•'C- 1.C1'D G G� Jlil[/�f�/��' _ E fYGL� . /?G C 'l�/C: ,�1 ,6,� f �j ", d+/r�e� i�<��K eec(/w,�i l% Qcc Idle �9 fi { f f� F ..... EHI 10 LJ JO 0 -{ -. - -L.. -- c T. _ r - 01 ... .... - - -- -� .. _ — o — .. -- — f OfiOd -- _ •MEMO- -____________________________ ee .. ✓fie -Vomvnwnu�ea�i o� ac`ucae�3� - . i Board of Building Regulations and Standards HOME I OVEM T CONTRACTOR eaistr`fPon. 37 „+ 007 \ idual JOHN F.GILLIS - JOHN GILLIS . _ 10 LEDA ROSE LN MARSTONSMILLS,MA 02648 Adnjjnl.strator ' - 6 � ✓ V i 1 BAtIN'C2 t3UULD;I'NG RfCILLA�TIp Lice►ase. CON8rS I UCTION SWP @RV,I& Numiber 051 �. g97 , 5148.0 JOHN F G12LI, - 10 L-EAA RO�S1= . MAR`STONS'M1LLS, G' I , s .. Commissioner i t • •; .: :' •. :.. �, •. .,;.:•,; 1�� '�`� [a �,..5's�ni?���:tt OATTLpOMlDOJWT r:; r.•:wM1a!M+era¢:-:tcic:.., 6f nrr .. ryai', •itrr.m �t•i.:+1'"ri.:s rs QDI�.€3T' g7g�46$1866 TFIfI; TERIMER AN A MATTER QP HYIATON Fred C.Church,Inc. MLY ANm cawm Wo w*M tl(rON THR CIMPMTH wouaR 41 Wolin Sire Noll M K%ft ! 1 BY T E; OL n AAVaw. P.O.Box 1865 tIEPANI!✓E c Lowell,MA 01863.1865 COWAN' sum COMPAN`! A.V1. &Cornpsny,Inc. 0 -- --- 225 Steadman Strout, Ste, 12 �,� Lowell MA 01851 :GNIP.Ye" a ...�b:s_L,�Sa�.,&:_ .,.. ,Si:�u.lCi:a.�feki!> ?i:..<:+. ,.;..;_..L:it^+''-•�)S:.r<;.,.,u:__->�r`::_::, .3�i>' =sEr...3i.&a"� ":E,"e=_ u63ii:aF; [tr,:rr a'�:� - - - . ....._.... . TO I$ TO CEW FY TMAT THE PIXIC119 OF WSVRANCE LIVW BROW HAVE BEI N ISSURD TO THE INSURi D NAME0 ABOVE FCR THE POLCY PRIOR Ifirp"Tol IAOTNIImwAND1P13 ANY MWADANT,TEAM OR COYBf"ION OF ANY CMMACT OR OTHER D=0AI NT WITH REM%a TO WHICH THIS CEiTFICATE MAY B WSUEO CA MAY PERTAN,THE INISWAHCE AFFOFM BY THE PMICMS DiSCRIM HEMIN IS ILMAa TO ALL T1,6 TEMMI EXCLUSOM AND CONDITIONS OF SUCH K UM.LIMIT'S SMOWH MAY HAVE SM Rwucgb BY"PA10 cLA1MS• E O AaOE TYPF QWR PQI,ICY au New I r%CY EMICTIVE POLICY EXPwArAn LIMTI R OATE iMIVONYI 9ATS I1MLZDiNYJ 214PAt UASW" aDAM2044 ` T 1;05104 11105:05 f3;"AL A0WfeATE S 2000000 x t'7QNwepcia—fRA,L:AMM I KOD.Cla.CO&PIZF Aw 6 _1t�t740D0 CLANS WDE '�occ Ai ; PEr.:ANAL&AL` itLAIR t � 4 TOD0170C CVA4S'S 6 CONTAACTt41YS MOT EAa4.L'CuRALWO= e T ...�... 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For lilustrelion PU�p081lS Qrl1Y E)MIIIAT'M 000M Tf1MQF, 1Ht W01119 MANY ML WMKYN TO MAIL 10 DAYS WIVnih HDTLCE TO THE CORriRCETE 110t.M!dAfl M TO TWE LET, OUT FAILURE TO MAIL SUC14 HOTICR 4WLt IMPOIE MO OYLlakTif191I M LMffV Of ANY KIND LIP011 TkE O /IMY, tT$ ANKM OR TYAT1YEi. Avr u'!d/�+�Itel •. " „,1:.: �.>.aci'i�Y+31A:...C:�v,-sa�.ua>w^. tt .Y .r,...-....;e....y...,.,..,.r +m J,..L L:). 4 al,:i_.."••Y...'.::.:..f.!,_:,t2.iil1-+ 4^ff,' _ _ } .-..yw. f CERTIFICATE OF LIABILITY INSURANCE-mmel"Mc I A au'rm icw "LY un ftmFm N4 ROM UKM TM CITE Paul C"t4. i Zi'L/Siimoo 311anay , NQl DAOi. 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TOTPL P.M ENERGY CONSERVATION APPLICATION FORINI FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION AND ADDITIONS 780 CNtR APPENDIX.i(EFFECTIVE 3/1/98) APPLICANT NAME: ,�r ��+(I h SITE ADDRESS: I y Liu L,)C)0 ek' APPLICANT ADDRESS: CITY/TOWN: 1�r JIAk USE GROUP: 3 vV�c o QLtf DATE OF APPLICATION: rf- i `� S APPLICANT PHONE: �Oy'MSiOLMI APPLICANT SIGNATURE: COMPLLANCE PATH(check one): :I Prescriptive Package (Limited to 1-or'_- family wood frame buildings heated with fossil fuels ofv Package(A through KK from Table J5?.(b): Heating Degree.Days(HDD )from Table JS.'_.(a): (For items d. through i., fill in all values that apply from Table J-?.(b): a. Gross Wall Area / 7 sq. ft. f.Wall R-Value R- lq b. Glazing Area' sq. ft. g.Floor R-Value R- 30 c. Glazing%(100 x b-a) /.'(o'�°� % h.Basement Wall R- !3 d. Glazing U-Value L- _ i.Slab Perimeter R- e. Ceiling R-Value R- 3 j.Heating AFUE -:I Component Performance"Manual Trade-OIT" (Limited to wood or metal framed buildings and Climate Zone (from Figure J6 2 2) _Zone 12 _Zone 13 _Zone 14 Attach Trade-Off Worksheet from appendix J, (and HVAC Trade-Off Work-sheet, if applicable) ❑ VIA Scheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Systems Analysis OR c ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY A. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq. ft. c.Glazing 4'o(100x b -a) ADDITION with Glazing%(c.)up to 40%may use 780 CMR Table J1.1.2.3.1 below:EFFen7esrraEtion I U-VALUE ivlINivitill R-VALUES Ceiling �Wall. Floor_ Basement Wall Slab Perimeter,Depth 0.39 R-37 R-13 R-19 R-10 R-10,4 ft 'SLNi R00_1NI"addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved Denied Date of ApprovaLDenial: Reason(s) for Denial: (Provide additional details as needed on back side) 'Glazing Area may be either Rough opening or Unit dimensions. �l►LJJ6Y r Town of Barnstable *Permit# �772�0� p� Expires 6 months from issue date „,R,B , : Regulatory Services Fee-� . &t) "AM1 9. Thomas F.Geder,Director A rEo►��' X-PRESSPERMIT. Building Division Tom Perry, Building Commissioner S E P 9 2004 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 TOWN OF BRRNSTABLE Fax: 508-790-6230 EXPRESS PERNTr APPLICATION - RESIDENTIAL ONLY Not Valid without Red X Press Imprint Map/parcel Number t'�� .S'd Z,S7 Property Address / / TN c�l a a a(r �p,,,L d AA ®Residential Value of Work :!o 4406 . Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 11% e / I,- , ,p e�74.re /�'a0S59 d�97� Contractor's Name li.,l L e. Je�w (9,�Z�S Telephone Number ee&— Sob' 22 9-o s+b-P/ Home Improvement Contractor License#(if applicable) 3 7 7 3 ,4 Construction Supervisor's License#(if applicable) EW" orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner 2"1 have Worker's Compensation Insurance • r Insurance Company Name dss a 1,vc+l.-s A-i;&s W*SS mul..,1 ?ems. e c+. Workman's Comp.Policy# A w t✓ 74e 6 / Q 96< a o o d o 1 Copy of Insurance Compliance Certificate'must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) n 2-Re-side [replacement windows. U-vahie of 3 Lf (maximum.44) �A,�d,u ro►-j , - t.►4wla.... *Where required: Issuance of this pemat does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Im rovement Contractors License is required. Signature Q:Forms:expmtrg e. w table ,,,derkory stryloo "Mays�►�+lentos , • St�e� +�plG41 . ' • �,�Xp�arnttebh�� y P R` t» Yl, Thh�• r ». •con* � , .wad . r •• -' .'' 'ti .. ,texa rctrne to vQ& tid WdSS:CT M. 60 'OaQ ON WI Wow vm.td'Rtnla0ve4�owR' rr •. :I...MS•�" .T:t .'T 1. . e ' ,."�'.3 7(.A .:' • i7E-45H•11i -Mg W1TC4CA-M W UMVW Ag A MA1TW OF INFORAAATIM Fred C. Church. kv W&Y AM compm uO rAWm wam Tm C MIFICATS One mattfmm*Pleas AL�77�R C*VM=N ClXrg:rATE DIM ng POxBROW- P.O. VaWW sox 1965 tjpwaAllse A oRoat6 Covo trA Lowell,MA 01953.1 US cawiwr A ViestbePl Weld WAC•a AN.L. &CanvanY,lrto. 226 Steedmon 5trov,$to 12 ot�aAw�r Lowell LAA 01851 c Cs9kP�d'1� D s"�t8eti;s'sW�,t14C�13 P{ v ®k•�d'F3tS dI >�19M Alf:+.:F•Y.'R u,. Y;^.��_,�f,:���.��;:. ?.�E '� ".:��iixrax�:?{ li�:,• masy,:tntu• rot IS TO CFATFY YNAT THE POLICES OR ItMOIRANG9 LRi W WOW HAW WN WVJW TO THE WSt9=WAMW AIM MR HE POLICY PUtim 111DICAYED,NQIWtiftTR'AP""ANY RE NWII lT,WAM 99 CCNDITM OF ANY CCWTAACT OR CYTW DWAS`rT YOTH R PEM TO W4CH?NO CBRTIPIGT@ NAY 19 dOM CR MAY PIP+•TAN. THB lAW.AtYCtE AFRWIM 1Y TM POLIIM O6I:MUD M WW IS SLIeJGC'T TO ALL TI-A TEAMS. >r3cWM Me AND COWWK W4 CS SUCH POLONG,LIM"Q U MM MAY HAW SM RIM$=BY PAD Ca.AtMC- TTPldttYWllAltt� teGUCYrIYiis[R Wl"LOW") IYu=NY) uWT! =WWL LWAU Y NPPU204 71J110103 /1;awl t eRIL Ac"Wale l r YGOOOQtt tRGAL OBIAt ltAllL�T� CT �tr,G 'e t 000000 ue.S mm ®x ='A vgWIA.a AM vux- i• t000040 core a 001117 AAC.CIVe 2W not aa=mmp'rA i! 1000m PM!DAMACE ttvs 9ai fqt• :s q utm e-0 PAT ar . AUrWAD ttJt 4 AWW COMOIt®�hOt8 LM1 T ,9 6AM AIPO JII.rao AUt� .1��liA!:16rO0 f ftrl!s! ;C Wm HtIC Atroa r —�"—_� NCld4MWa�Ai9TQi i NOV 04AA r t� P�1'fPY"t}VlAr� �• e►"ee LAIrT'► }AJTO 3sI Y 8A ACCW' !s d!e MIV WHO 0•�•MM1 A�4 Mt.�'_-I ,:.gr�e:;���i' - f:AGRI A�;CSit s Ai00RE".� s i tC9!irAtRRY EACH t f. WWAA POW AOoieE0A7t + C150 NO {MtB "A P54M � t ANkWI A CDLVWMTM An - - Irnt101'd!e' PARAd1 iT12 RV: G.Demo OrrfQatrn ARY EYQ a DWEAK-BA E7^0'0 t i tts11 ncit OR OP�rATSO1INLOO11TtON�qp4 P q • v.wa•w•. ^iw.wue•a,,.�"wi'i '3»i.•i'�' v•.w. J _ LIi;C urn 31: �n';C�'''';;���� *WAD AMY M Will AMA OltldniW PQLK= W CARCk= Bette Tur liQrllATttJk 1AM zltt". TIC tplM CIOWACT MA,L gWy4R 74 IINI ?0 ©ATI tlgI1 W*a=ro Tm Cmawmn"ULM aAYlo 16 TH2&MT. at: AW N= fARN "a I"JW OR WONOUTIA1. carts :al.!Is :<n tlattAl9t�lttet�alm�!t ,., �,;, GG�Gdp, BOARD Of I � . , ; .. I? G REGt�LA�"IOiVS ense: QQNSTRUCTION SUPERVISOR urrrbet: CS: 051497 ;.Fies 4 1l13J1947 re s 11A3/20.04 Tr. no: 4723 t JOHN F GILLIS _ 10 LEDA-ROSE LN MARSTONS MILLS, Administrator at✓/ie &anv�w�ruo Board.of Building Regulations and Standards'.;, License or registration valid.for individul i HOME IMPROVEMENT CONTRACTOR before'the expiration date. If found returr, Board of Building Regulations and S tan da Registration;..,.137746 One Ashburton Place Rm 1301 ;Ezplratla'ni;:. :112/2005 . OStpn, Ma. 02108 TYPe. :."Individual JOHN F. GILLIS JO'HN GILLIS ' :•1.0 LEDA ROSE LN. 'MARSTONSMIE LS, MA 02648 Not d With is a Administrator vali w ou ign tore ii I AWN NOTICE NOTICE TO To EMPLOYEES EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21,22& 30,this will give you notice that I(we)have provided for payment to our injured employees under the above mentioned chapter by insuring with, ASSOCIATED INDUSTRIES QF MASSACHUSETTS MUTUAL INSURANCE COMPANY NAME OF INSURANCE COMPANY 11 NORTH AVENUE, P.O.BOX 4070,BURLINGTON,MA 01803.0970 ADDRESS OF INSURANCE COMPANY AWC 7W61090120D4 001 06MM004 - 08/09/2005 POLICY NUMBER EFFECTIVE DATES 318 Plantation Street Paul F Cantleni Ins Agency Inc Worcester,MA 01504 (508)791-2088 NAME OF INSURANCE AGENT ADDRESS PHONE A V L 8 Co Inc 39 Wilbur St,#4 Lowell,MA 01851 EMPLOYER ADDRESS 0810=004 EMPLOYER'S WORKERS COMPENSATION OFFICER(17 ANY) DATE MEDICAL TREATMENT The above named insurer is required in eases of persoaal Injuries analog out of and In the course of employment to furnish adequate and reasonable hospital and medical iervices In aecordaaee with the provisions ofthe Workers Compensation Act. A copy of the Pint Report of injury must be given to the injured employee. The employee may select bis or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the Insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER. r PALMER&DODGE LLP 111 HUNTINGTON AVENUE AT PRUDENTIAL CENTER BOSTON, MA 02199-7613 MARY S. TRACY 617.239.0381 mtracy@palmerdodge.com July 2, 2004 AVL & Company, Inc. 746 Main Street Osterville, MA 02655 Re: 148 Inwood Lane,West Hyannisport, MA; 149 Inwood Lane, annisport MA To Whom It May.Concern: I am writing regarding your listings for the above-captioned properties. I represent Christopher and Margaret Condron, owners of property on Harborview Street. The Condrons, as well as others, have rights to travel over Inwood Lane to access the rear of their property. Kindly be sure to notify all prospective purchasers of these rights. It has come to our attention that a gate has been installed by the owners of 148 and 149 Inwood Lane preventing those having rights to Inwood Lane from access. We will be contacting the owners regarding removal of this gate If you have any questions regarding this matter please do not hesitate to contact me. Sincerely yours, Mary S. Tracy MST:mjc cc: Mr. and Mrs. Christopher Condron Jack Fitzgerald, Building Inspector MAIN 617.239.0100 FAx 617.227.4420 www.palmerdodge.COM PAL ER&DODGE LLP 111 HUNTINGTON AVENUE AT PRUDENTIAL CENTER BOSTON, MA 02199-7613 MARY S. TRACY 617.239.0381 mtracy@palmerdodge.com y July 2, 2004 Mr. &Mrs. Marcello Mallegni 6 Wolf Pen Lane Southborough, MA 01772 Dear Mr. &Mrs. Mallegni: It has come to my attention that you recently purchased property at 149 Inwood Lane, West Hyannisport,Massachusetts. It has also come to my attention that a gate has been constructed on Inwood Lane presumably with your consent and the consent of the owner of 148 Inwood Lane. As you may know, this gate blocks the legally protected rights of access of those entitled to use Inwood Lane for access. This letter serves as notice to you that my clients, Christopher and Margaret Condron, as well as others, have legal rights of access over Inwood Lane. It is my understanding that this property is now on the market. Please be sure to inform all prospective purchasers of the rights of access to use Inwood Lane as it extends to the beach. Please feel free to contact me if you have any questions. Sincerely yours, Mary S. Tracy MST:mjc cc: Jack Fitzgerald, Building Inspector Mr. James P. Mitchell ` r . MAIN 617.239.0100 FAx 617.227.4420 www.palmerdodge.com V TALMER&DODGELLP- I 11 HUNTINGTON AVENUE AT PRUDENTIAL CENTER BOSTON, MA 02199-7613 MARY S. TRACY 617.239.0381 mtracy@palmerdodge.com July 2, 2004 James Tsihlis, Trustee of Craigville Realty Trust 20 West Emerson Street- Melrose,-MA 02176. Dear Mr. Tsihlis: As you may recall, I represent Christopher and Margaret Condron, owners of property on Harborview Street in West Hyannisport. It has come to my attention that you have installed a gate on Inwood Lane blocking the Condrons legal right of access to the rear of their premises and the water. Kindly provide the Condrons with a gate key or remove it at your earliest convenience. This letter serves as notice to you that the Condrons have a legal right of access over Inwood Lane. Please be sure that all prospective purchasers of 148 Inwood Lane are notified that the property is subject to these rights. Sincerely yours; Mary S. Tracy MST:mjc cc: Jack Fitzgerald, Building Inspector James P. Mitchell t MAIN 617.239.0100 FAx 617.227.4420 www.palmerdodgc.com Assessor's map and lot number . - !f.x" . / �A �J Sewage Permit number .......................................................... FTHETD�y� TOWN OF BARNSTABL�E MAHHSTAFILE, i "6 q BUILDING INSPECTOR ��M PYp• APPLICATION FOR PERMIT TO .:t............... �? ... ?�./ �- t— -)L4/S i"t/ S / r.... ..' TYPE OF CONSTRUCTION C..:.!�n In //J//�, %7F Ta// // 1 r.................... ..................................... rTr V AI. fi 1FC3 h' ry Y 7_0 kk /Ifs f41/ ....................... .......1...`....19.......� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for permit according to the following information:: 7 Location .2---.....�.h.t1i.!/.�.�.,<. .......�. ./�11..�/7�/. ..t.�..... .�//��� ........��r�� 1.�......... ProposedUse ... /.1..G�'.••....L ✓7.0 i'/.. ............. ................................................................................................. Zoning District ............ .>..:' '"?......?............ ...................Fire District (, . fl J' �f./,/�a Nameof Owner ......................................................................Address ....................................................:............................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating .....................Plumbing ............................................................. .................................................................................. Fireplace ..................................................................................Approximate Cost W 9 _ .................................................... Definitive Plan Approved by Planning Board -----------_-------------------19________. Area Diagram of Lot and Building with Dimensions f g g Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH j I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. --'" Name .`1/� '.::.................................. R. BURROWS,/WINDRIFT r No -22.921... Permit for Build...Wind..Mach_.ne Accessory i g w Location jCe............ Owner ..Rr...B.Ll 7K.RW.S„lhli�ldzi£.t...T.r.US.t Type of Construction ....CYcloturb-i•ne•••••• I sPlot ...............................Lot ................................ { t Permit Granted ......M.......arch........1$..............19 81 t 4 Date of Inspection ....................................19 1 Date Completed ................. ........�..........19 r PERMIT REFUSED ............................... 19 ............ ............................................. / ............................................................................... i .......................................................... -.1.- .............................. Approved ................................................ 19 ............................................................................... i— Assessors map and lot number Sewage Permit number TOWN OF BA ITABL: i BARNSTADLB, "MIL .:,BUILDING INSPECTOR: APPLICATION FOR PERMIT TO / . .� ..I..�.. iP , `•1Q ..7••••••�•�••• �r TYPE OF CONSTRUCTION4:: :C?lD. /� .f/JE'...lil,/lld /7 �l` .�� E.....�.1.4.J•AZ7,J �y Tok� ✓ . p .......................,1-.19...19.G�..l TO THE INSPECTOR OF BUILDINGS: T undersigned herebyapplies fc aCpermt according t the foll ' • g information: Locc tion .; {.� �1/�.�,7.. .> T Y. /..... * oopbe :...........� A�t............... ... ./�... �. ProposedUse .......W/ove.....�i �. ...................................................................................................... Zoning District .......... ...F .i..................................Fire DistrictLC/.1 �`..d�a(l.��wr ............... Name of Owner 4Pev mwa 1fii!�/1 /~'� alAdsS � S!�.. ............. Name of Builde�,/�.sh,/�..���/°.. .. .. ddressd7gx•.7rtd... ........ �/,� Name of Architect ..R1A1?v.0.0.............rQ./� ...Address ..................................1. .............................................. Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ...........................................Plumbing .................................................................................. iFireplace ....................................Approximate Cost/. yi-va'..��. .............................................. ... ............................. y 't Definitive Plan Approved by Planning Board -----------____---------------19________. Area ...&.Y T............. Diagram of Lot and Building with Dimensions A. 4? � Fee 6 �-1 SUBJECT TO APPROVAL OF BOARD OF HEALTH y I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name -t . ....-... ...��1'.............. T b t,Y �� ,�-�= pit . �-:.0•� Milk f R. BURROWS/WINDRIFT TRUST -N- O,- _ r ......... .. °ermit for ..BUILD WIND MACHINi y, T 01 ..2..21 _ tl ' } ` Accessor to Dwellin ............. t ................................ .............................� Location .1...Irvinq S..........................................e � . ................ --........_............._.... rt.. Owner ......R......Burrows/.W.in.d.ri.ft...Tr.ust .. . ....... ... .... .. .... ..... .... .. 1. YP .....C�'.�a Type of Construction � 4 ... . .....�..................................................:........... Plot ....... Lot ...................... ..... Permit Granted .......March••1$•,, .••••r�9 81 A dn Date of Inspection ` 19 p ,.......1 _ (6711 Date Completed ...................................::.1 q _. PERMIT REFUSED ............. . .......................................... ...... ti s.. ....I... .. :....................................... .................. ........................... .................. G r Approved 19.' $* ............................................................................... ..................... ............................... ......................... C+- ~ ANGEMENT�r DEN�ppROS�yOrICE FAS7EN/N!'A'?R /.ry/CK.W WOOD TEMPLATE \\\� '� oG LEVEL/NG%VUTS COMC.P/ER II .41 SPACER PLATES,IYyENFURN/SHEO .q� WITH ANCHOR BOLTS,MUST BE. \. LEFT/NPLACE L/NTIL CONCRETE HARDENS AFTER WH/CN SPACER ��,� PLATES MAYBEO/SCAROEO/F HOLES FOR ANCHOR BOLTS/N WOOOEN BOARDS MUST BE SAMED/AMETER AS ALTERNATE AVCf/OR BOLT SETT/NG THE ANCHOR BOLTS BE/N6 USED. TO Be USED WHEN WOODEN 6l�.VROS ARE NOTUfEL7 ANCHOR BOLT SETT//VG PROCEDURE SET ANCHOR BOLTS/N TEMPLATE ANO EMBED/N FRESH C?9NCRETE. AFTER COWOPETE ; HAS SET, REMOVE TEMPLATE. SET TOWER/N PLACE USING LEVELING NUTS r"neETE PIER TO PL UMB TOWER.FINALLY, GROUT UNDER FLANGE PLATES AND PROV/DE FOR OR.VINACE OFALL If TOWER LEGS. ANCHOR BOLTS NOTE•'ANCNOR BOLT OR/EIVTAT/ON SNOrYN PAL NUT AWOIIE/S OiVLYFOR SECT/OMP 6NT1IR11 R_ AUDED NOTE 4•12-77 �i4 LEVEL/NG NUTS /6A/SMAWARD OR hTWXY.1'ER/ES 0 GROUT T I� R O H N CDNCRETE P/ER ! uP E !` TITLE ANCf/OR BOLT SETT/NG PROC'EDURE FOR SELF -SUPPORT/NG TOWERS -,-rr-- TlIlORAwING IS rEE PRIIIRTI R TRACEDFIN WHOLE OR Iry PART FILE NO. COPIED.O Lj l d SPACER PLATE WITIour ouR walrTe:corvsENr. v � � r � � r �s �r � � � � rr � r ■r r � � r� �r r rr rr rr r rr r rr rr r� rr rr r rf rr rr r�. ATTACH TO LEG IF CLAMP ATTACH TO LEG IF CLAMP ANCHOR BOLT MUST PROVIDED; ATTACH 70 JOINT PROVIDED; ATTACH TO BRACE BE STAKED BOLT IF GROUND WIRE BOLT IF GROUND WIRE ATTACHMENT LUG PROVIDED Cl -� " ^' _ ATTACHMENT LUG PROVIDED PAL NUT OMITTED —GROUND LUG C IF PROVIDED) GROUND WIRE ATTACHMENT LUG GROUND WIRE ATTACHMENT LUG COPPER WIRE COPPER WIRE COPPER WIRE COPPER WIRE (NO. 4 MAX.) (NO. 4 MAX.) (N0. 4 MAX.) (M0. 4 MAX. (o"MIN. �6"MIN. �G"MIN. (. MIN. GROUND ROD CLAMP GROUND ROD CLAMP GROUND ROD CLAMP GROUND ROD CLAMP —� GROUND ROD GROUND ROD GROUND ROD GROUND ROD APPLICATION APPLICATION APPLICATION APPLICATION �*+ SELF-SUPPORTING TOWERS NO. P-5, 45, $55 TOWERS NO. Z5, 45,55, 3IG,48, NO. 65 6 JJ TOWERS 4. GUYED TOWERS WITH WITH FLAT BASE. 80,90, CC 4 DO TOWERS WITH TAPERED BASE. ANCHOR BOLTS. WITH TAPERED BASE. BASE GROUNDING K)TS ( EGK OR BGKE ' NOTE - I REMOVE ALL SHARP BENDS FROM COPPER WIRE CLAMP NO. GUY WIRE SIZE 39�0028 3/Io" THRU Yz" 340029 9116'" THRU -3/1" - COPPER WIRE 4 y (NO. 4 MAX.) 0 o GROUND WIRE o ATTACHMENT LUG ' COPPER WIRE R, CHG'D.CLAMP NO.ON AGK$AGKE DET11L G-9 77 MCI (NO. 4 MAX.) no. DESCRIPTION DATE Ev b"MIN. _ G"MIN. REV1910N3 GROUND ROD CLAMP GROUND ROD CLAMP RO H N® MANUFACTURING GROUND ROD GROUND RoD GUY WIRE GROUNDING ANCHOK ROD GKOUNDING TITLE `! TOWEK GKOUNDING METHODS ( AGK oR AGKE RG K oR G C R KE TNIS DRAWING IS THE PROPERTY OF RONN.IT 19 NOT TORT FILE NO, WITHOUT OUR COPIED,OR TRACED IN WHOLE OR IN FART WITHOUT OUR WRITTEN CONSENT. ,r► NONE ..I ANN ANCHOR GROUNDING KITS ..�,FR **An//-Z0 R..... .I.o.oIN.,.IeR.A.--.. 71 z7 7s WG.NO. 71-z7-73 z C-731105 R, ;" xs OAF 980.250 2-12"196 PRINTED IN U.BA. r� r r rr � r r r rr r� r r rr rr rr rr r rr rr Fo ev r/a N pl. BOLT TE/YIPLATE Al TEMPLF/TE P/9RT ANGYO.P B//SEFLANG TOWE,P BASESECT/ON NO. NO. BOLTS S/ZE /SEE TO�i'E.P.9SS'Yf S'L-2S-- , NH - -�4.Y 8('.„ °a.•:'a`. � I !!Q J YL 2B /SNH i9B /X 72". 9�I2X 9x2X/%, /SNN /6NH ANCHOR BOLT SETT/N I I �� • TEM?GATES/..�EECH.9�PT �I �I S/ZG FO.PMF�PKNO..eE�'O.J I I �I .PEMO[�E UF.�E.PTEMPIATE r-I J� BEFUPE/iV.f•T/9LL/NG • TOiYER. ��� �-� {� I .�OFFOUNOAT/ON �OF FOUNDAr/ � ` IVAVER TOWER /vorEs J, /T/S THE�EES.�ON'S/B/L/Ty OFTHE FOUNOAT/ON CONT-,PACTO.P TO vERIFy 7-1/.97- THE COR.PECT SETT/NG TEMPLHTE f FOUNOFT/ON OWG. Q ee � �TO/YfR�FOUNO//T/ON \ BE/NG USEO. , f SIZE,\�` / I \ — 2. CHECK ANCHOR BOLT / NO., fcWC/NG�f,604 T�\ C/.PCLEO/A.ONTEMPmrr qGH/NST 9NCNOR BOOT �, ;!� � � LAYOUT O.P//W/NGS BEFO.pE/NSTi9LLF/T/ON. 9. BOLT ,9"1GAB1-E FOR SECT/OHS / 6/V 7-1leU/61V ae/6NII . 4. ALLOW'FOR 02.9/N.9GE OFALL P/.-E LEG TO{VE.P SECT/OHS. j/0,9.eT/YO. Z/V C/S/"/-AT U.�PE/e LEFT CONS/STS ` I � OF/2/9NC/.'OR BO.GTS � 6 TEMPL.gTES'. .ALL /�✓E[OEO 'SB'i9SSJ; FOR SECT/OHS 2W, SWN AN,$SN /NDEPENOENT.9NCf/OR BOLTS 1we NO:S.'SB2, SB9,SB4,q?SBS - SEE TOWER.9SS.Y/FOR LAYOUT/NFO.J Zp �I ���� � III IIII� R .PEO�P.G/YN�,PEI>L/gCESCU-7.901OB'/P) 2•/a7 ,u II II III 1I `I No. DESCRIPTION OArE er I�``` II ..II II„ „II If„ Revlelo Na II ` I �J lVl \\\LLL!lIJJJ lV/ ROHN® MANYFAMRING rlTt` ANCHOR BOLT SETT/NG 12x1W,,cZ 9TE /NFOP.!//yT/ONE SHO,pT BASEDET/9/LS IS ORAWINO IS THE PROPERTY OF ROHN.IT IS NOT TOOE PILE NO. ROROOUCEO.C TRACe IN WHOLE OR IN PART -Pi90 FOUNOAT/ON FOR SECT/ONS /W-7N WITHOUT OUR WRITTE "WRITTEN CONSENT. 2 a/ER � P,90 F0U4'O/9T/0/VS FOR SECT/OHS 71V TiSSell/6/V ae/6 Nil P t-/4-75 NOTE,'LfEE DWG:NO.B-740973FORTEAIPL/9TEFA'8.P/C/9T/O/V OETi9/LS• 1_7 5 � 3 c oAr eeD.zeo z->z bIW PpINTHO IN U.9.A. I SOLID ROD TOWER n —RH475,9N7-ENNA PIPE TOWER LEG- u MRST-2'STD. SEC'S. �N,7 N,8N, LEG - SEC'S. 2W, PlPE-3,-OCG. 9N,9NH,/O1,Jf /ONH a RECOMMENDED 3lN,3WN 4W,4N,5W('SN RECOMMENOE.O AN7. CLAMPING A - ANTENNA KH475 ANTENN CLAMPING POSITION I Ii POS/T/ON MAST -2"STO. ru I ° • i PIPE x 3'-0 CG. R CONNECTION 0 B (SEE CHART FOR PART NO.) • • I W BOOM SECTION(SEE l W BOOM SECTION rs I CHART FOR CUT LENGT14ePIA0 I (SEE R PFO CUT LENGTH CONNECTION #_(SEE � i I I CHART FOR PART NO.) CONNECT/AI A. 61-0 MAX � �{ (SEE CNART FOR .---a1 6'-OMAX PART NO.) CONNECTION FP. W BOOM INSTA1 L,97-/0N FOR WELDE,O SECTIONS (SEE CHART FOR It ,BOOM INSTALLATION FOR SOLTE,O SECTIONS PART NO.) GENERAL NOTES CONNECTION P_ I. ONE ANTENNA MAST KIT PROVIDED W/ EACH BOOM ASS'Y IF ADDITIONAL MAST KITS ARE REQUIRED THEY MUST BE PURCHASED SEPgRATELY. SEE CHART FOR ASS'Y. N0. IIII III ASST..NO. DESCRIPTION AND DA-rq SSV 2 - 6B 2. OUTS/OE LEG OF lW BOOM SECTION HAS BEEN OM/TTEO FOR CLARITY OF BOOM CONNECTIONS. III IIII I t f t 3. ALL BOOMS OESIGNEO TO SUPPORT A MAXIMUM PROJECTED TOWER SECT. 800MCUT AREA OF 3 SQ.FT. -6 .0,FROM TOWER LEG E 3'-O ABOVE JR8IA U-BOLT MODEL N0. LENGTH AXIS OF THE BOOM -'30 PSF WIND E./.A. ASS'Y. (TYP) SECTION A -A SILL OF MATERIAL /� U-BOC.7 ASS`Y(SEE CHART FOR P/N ASS'Y. N0. PARTNO. QTY- DESCR/PT/ON :DWG.NO. ASS'Y.N0. PARTNO. QTY. :DESCRIPTION DWG.NO CONNECT/ON (@- (OMIT FOR ANT, VY 971 2 CONNECTION fQ. 8-7/0330R, VY 971 2 CONNECTION I2. 8-7I0330R, MAST INSTALL .) VY 970 4 CONNECTION It. 8-7/0330R, VY 972 8 CONNECTION 0. 8-71033OR, - VY 973 1 G' LG. I BOOM B-770479 VY 974 I 9'LG. IW BOOM 8-770479 I [III IN I SSV-25 6B JR81R 8 U-BOLT ASS'Y. B-651028A SSV-8 9B JR83A 4 U-SOLT 9SS'Y, 8-651028R, JR83A' 4 U-SOLT ASS`Y. B-651028A JR84,q 8 U-BOLT ASST, 8-651028R, KH 475 1 ANTENNP MAST 8-770I60R= KH 475 1 ANTENNA MAST 8.770160R I IIII II II I 111 D 0 VY 97/ 2 CONNECTION R. 8-710330R, VY 971 2 CONNECTION B-7I033OR, VY 970 4 CONNECTION P. 8-710330R, VY 972 8 CONNECTION 1. 8-710330R, VY 974 1 9'CG. I W-800M - 8-770 479 VY 975 1 12'LG. I BOOM 8-770479 a-.. CONNECTION f2. SSV 25 9B JR61A 8 U-SOLT ASS'Y. 8-65/028R, SSV-89-128 JR83R 4 U-SOLT ASS'Y. 8-65/028R, JR83R 4 U-80LT ASS'Y. 8-651028R, JR84A 8 U-BOLT ASS'Y. 8-(651028A - KH 475 1 ANTENNR MAST 8-770/60Rz KN 475 I ANTENNR MAST 8-770I60R VY 971 /0 CONNECTION R. 8-710330R, VY 971 2 CONNECTION 0- 8-710330R, -SECTION SSV-6-68- VY 973 I (o'LG. /W 800M 8-770479 VY 972 8 CONNECTION A_ B-710330R, J. 9gi 'I2, U-BOLT ASS`.Y. 8-(.51028R, VY976 I /5'LG 1W BOOM 8-770479 R, REDRAWN REVISED PINS. 62477 MDI Fj.R75 I RNTENNA NIRST - 8-770/60R� SSV-8910-ISB JR83R- 4 U-80LT ASS'Y. 8-651028R, "°A Nensi°" o°scrip"en AD... Bey s.A 9Y'` 7/ 10 CONNECTION f2. 8-710330R, ^` _ JR84A 8 U-SOLT ASS'Y. 8-651028R, Unarco-Rohn SSV-GI-98 VY 974 I 9'-CG'. /W BOOM 8-770979 KH475 I 09N7Ek NA MAST B-77O/60Rz oiasmne,U...co maus"es.inc. JR83A 12 U-8'O-CT 19S5'Y: 8'65I028R; _^ "---" VY-97/ --`---2-"-----"k*ONNECT/ON 7L5. 8-710330R, T,. 8H475 1 RNT'FN•NA`MAST 8-770160R2 - --'-VY-972..'-_"B"' CONNECTION P. B-710330R, W BOOM INSTRI-LFITIONS VY 97/ IO CONNECTION f2:-..-__._...Bu710330R, VY.977 y... -..<I, -----LB'LG.IW BOOM 8-770479 VY 975 I /2'CG. IW BOOM 8-7 SSV-910-188 70479 JR83R 4 U-BO L7 ASS'Y. 6-65102e R, stoic umess omery,isascearea.aimensions ere gmen incomes. SSV-67-/28 JR83R 12 U-SOLT 955'Y. B-GS/028R& r JR84A 8 U-BOLT AS S`Y. B-651028 R,4, NONE Teia,ances Urewn Ey Oate Dec macs Frac,ions Angles KH 475 I ANTENNA MAST B-770160Rz KH475 I ANTENNA MAST B-770/6ORZ MDl 6 24 77 - - VY 97! f0 CONNECTION P. 8-710330R, * VY 971 2 CONNECTION M, 19 7/0330R, O°eCka°, oo,e wamaoi Finish weigm 6-27-77 VY 9W 1 15'LG, '•IW 80 M'. (`.B.7!70.479 VY 978 JR83" 19 U-BOLT RSS`Y. B-/o5lope R, npprwag,Oy Engineering ,a This d—mg is me progeny of uee,co-Rohn."is„ono oe SSV 7-I58 JR83R 2 U-SOLT ASS'Y. B 6 1028R KH$35� ANTENNA MAST 8-770160R 77 'eMV,oe.copieao,veceamwnoieorinpenwanowou, wr�nen consem. Apprev¢J by P,peuc,ion Oele File NumDet KH 475 1 ANTENNR MAST B-770160R Mp,oree by Sales Date °,_kw 1•.•. y.►� �ae�� C-7/03g8R, f ANCHOR BOLT SETT/NG TEiY1PLATE-(SEE ANCHOR BOL T LAYOUT OFE.9CII TOWER S/TEFOR TEMPLATE PA.PTNO.), i FOiP 6"Tf/.Pl//2 LEGS 5'lvz x LOCATE TE�1/'L�4TE I SUL/,Ti5/.4T Sl'.P/B,-',:� L/yE�.4�SS/iV6 TiS�,PU CE/VlEiP f/aLE�'1 CE.vrE,P /�U�✓�'/.'�1,�iP�s /,S o/V L/NE To TawE,P .vr-is. sEE.q�cs�o.Q �oar�.vro vT o,�F.��.s� •� - TO/yEiP �S'/TE FO.� FC/iPTf/EiP %/siFOiP�1�T/O.f� CO�YE't�ipf/- /if/G• i!�/L'/fOiP BOLT OiP/E�YTiIT/O�! a a.'e i CHECK AN�'.5✓O.P BOLT.S/IE, NO.,SPAC/NG, BOLT C/.PCLED/A 01Y7,--M,01.97E AGA/NST ANCHOR BOO T LAYOUT D.PA`V/NGS BEFORE r I I /A/-f L AT/ON" " II 151111C/HO.Q BOL T TE.t�1f'LATE �2.eE�D ,PE�/Ol�ETO�TE�PLATE BEFO.PE/NSTALL/NG TOH'E.P. FO.P -w // 119/t/Cfi'O.P BOOT 6.POU� / I I I � �z CDiP.PEC'TED LEG rS'/ZE 9/dO// B'L /V OTE. IT/S Tf/E.PESPON,S B/L/TyOFTiS�E FOUNDAT/ON CONTR.9CTOR �� ADO iYDTE. / G'L�S TO I�E.P/FY Tff.9T TfIE CO P.PEf T.9N('.S'D.P 6}�lT TEtiL�LATE N a P P T I O N DATE B Y .•s�ND FOU/VOAT/O/I/O/�Y1ENJ/DNS J'//OdYN ON.PEJPECT/!/E u E�''''o"s .. S/lE D.PA!'Y/�(/GS .9.PE BE/NG USED. MANUFACTURING r I T I E 41VI'h'OR &OL T 7C1i9PLA1-E INSTALL AT/O/V 7 „ THIS DRAWING I. THE I ROPERT 1 OF ROHN I I 15 NO, T� BE F'IL E NO REPRODUCED. COPIED. OR 1'—CEU IN WHOLE, vR '^! PA-T 1 WITHOUT OUR IVRITTF CCIN';ENT ....El IN K o.ev T n•'A/3— DT:G.NO r BOLT INSTALLATION: r assembly bolts are to be inserted out and/or up (with nuts and pal nuts on the of tower face and top of flange connections) - unless prohibited by lack of clear- mbly bolts are to be tightened according to E.I.A. Standard RS-222-B Subpart - (where high strength galvanized bolts are used for nonfriction type connections, s shall be tightened .to a "snug tight" condition in accordance with "Specification for Structural Joints using A.S.T.M. A325 or A490 bolts". Flat washers are to be installed with bolts over slotted holes. CAUTION: Do not over-torque! . Hot dipped galvanizing on bolts, nuts and steel parts tends to act as a lubricant, thus over-tightening can easily occur and can cause bolts to crack or snap off. PAL NUT INSTALLATION: Pal nuts are to be installed after nuts are tight and with edge lip out. (see picture belcur) Lill / v� i .• No. A Revision Description A Date ABy ✓ Unarco-Rohn Division of Unarco Industries.Inc. Tittle f ,60Z T ,4SSZO,9ZX 11VS XZZ,,91/ON I /3 i Scale NONE Unless otherwise specified"dimensions are given in inches. 1 I Tolerances Drawn by Date Decimals Fractions Angles Checked by I_ Dateg Material Finish Weight c��{ 7 S',� Approved by Engineering Date This drawing is the property of Unarco-Rohn.It is not to be. 7 S q reproduced,copied or traced in whole or in part without our written consent. Approved by Production Date File Number r, Approved by Sales Date Drawing Number 4 7 90135 Ts1ff.PED TOPASSY B/ZZ�f/IATEn%AZ !-D1--TA/Z } Ass%N.1191 op.,4?fPfD/a M N R FLANGE lq' S/Z f�A vGE�oL7s AE sfC. 1 ry /'-04' O'-8% 3 x 3 x 316 /2 %X/4 2/DOD3G4 Q 1a�rQ �Z 3 x 3 x 3/6 /2 exi% /OODSGA 4 x 4 x /2 /=/O U/," P-3" 4%x 4%2 x 518 /2 B.r2 a /4Od2" 97T x5�` /2 Bx2, /DD97G SEE CHART FOR FLANGE TLi4TE C BOLT S/IE I a FO.P FAB�P/CAT/OiY O��A/L �S'EE N alyC. iYO. C'79009 (FOiP cf.,�O�(/cSf OiYLYJ. � r"e 7-7 I I PIPE a"STD. t 1 MAX/MUM R/PE 2"STD. SUPPORT t7 TUBE WELDED TO TOWER 4 LEG. - --_ I I , I � - _ t - 32" RECOMMENDED CLAMPING _ — POS/T/DNS FOR ANTENNA MOUNTS WELDED i I CONSTRUCTION I I � I \ SUPPORT TUBE FoR ,9PL SECTIONS-CE-TAIL I I I I Rrt ReoRawnr /3.77 MDl No.♦ Revision Description - AD— &By i Unarco-Rohn Dlviamp of uoamo Ipaamres.Inc. F* Me SUPPORT r UQE DETAILS FOR 1 .. S. S. V. TOWERS - stele u.Iese pinen.isa specuiea.aimensions are eiven n ncnes. NONE .ple,an... Drewnby Dale Decimal. Fractions Angle, M/Jl /•3 79 Checked by Del. Materiel FinlSn Weight ,per A0-77 DES/GN BRSED ON THRUST OF Approved br Enpin.e,mg Da. ro,ia drawing ie me propem pf unarpp-Rpnn. CLAMPING POST/ON ( � r.oroapped. 'pieapri,ap.Iin.nnie.rmp.n.imopioar 500#@ Wuhanpp. . Apprpve0 by Prpbucllon Del. File Numbe' TAPERED TOP DETA/CS App�rpye�Eb SNales Deis one., .mar �j . �'� U7LlAlEOiYG. /79GtS V'ht-/� /V4O�/C7 ww w� ww m m m wwo r ww �w ww ww w �w �w r� iw wr w� . r �r �r r rr �r rr rr rr r r rr rr �r r rr r r rr . NOR/2-BRACES,/FPA17Y/OEO ON TONER ASS1'OIY(i., 7U AE /NJTALLEO/A/7OPAgCEJ:AlENOC!/PS UJE/f¢YE NE.4.PE,TT7t7FG9NGEfICATEJ ��a^y ATE NO CLIPS USENOLENEAREJT 777FLAWGEf�ATEJ -�°�63-, yyA O tJ, Fy AT/NTEQA/EO/FTE CLAPS 4"Se �9T/NTERA/EO/ATE CL/R�CENTEQ 7a-4AVrrOM 1"Z-S ' /.f7LE REMAINS QAFN -ter -o F i F .p 9� TDNFR.lE6MUSTALN9YJ 6'E TOUR LEGMUSTAL/VAYSLPE �gL TD/YER LEGA/!/STAU1'AYSBEASSEMBLE ASSEMBLED/Y/TNORA/N A'OLE0 A.S'3'EMBLEO IY/THORA/N NOLF�BOTTOM /VLTH ORA/NNOLE[6 BOTTOM BOTTOA/ TYFYr*e awBA[T,ONE Amen-BRArF CGbvAzz-T/O/V TYP/CAL ONE-Am r,7wO P/E4rE BRivCE CbVVECT/ON DETAIL TrP/C.IL TN?7 BOLT,QVE PIECE BR.PC'E emoomeY'T/ONDETA/L =& .�/j�flTJ �'^ /b> J 1DiYER LEG DRA/.VNOLE N4B NO70 .Yw/e Noi6 AW✓4 ./w/z Nolo A/a,9 Nfs nv-e AV-,? Nv-T �\ I '� BE.CEPIF.EEEQF OOJTRGCT/,aMJ , ,SECT/O/V QN .SECT/O/V S/V ��y OT / E .VIZ/ N9/P .V4/7 N4/S N4/3 AV-11 N4-P AV-7 NA-S AMJ NG-/ P,varNo. M PRRrNo- M cyG i0 LEG P/N V(3¢5 DR 4-N N4-/ 1/#B' N6--/ 241b' �v SECT/QN QN Ns-2 es.'O' AV.,/YUT /Vs.? NI-I 22 u4' NSO Ps .W S 21 aiR' NSS ?S i i i E.vLARGEO 4N SN N4-6 zz a / . /V1I 7 22/4' NS-7 26/b7 B.PAC/JVG DET.Y/L.!• � /I/OTE. SECTIONS SHOULD BEASSEMBIEOONEYEJV '. GROUND LEYELEO TOIVS!/RE NI-B 22 f8` NS•B V%4` NOTE-•BPfelmGOETA/LJ'FOR GROLITIA"O DRAINAGE DETAILS Ale 4N4f5A1fTRA/CNTfEC.J' R REV/SEq MK.NO..W. TO gN RODE C P/Ns . 5/ - c /SJAA/ ASJi/OA✓'VAT.?/GVT A/W/0 Z-gft NSr�O 2d R AOJEO ASJEMBLYNOlE e-g7 �t REFER 7V ERfCT/ONO/►'G.FOR N4// 13 B' NJ-// cK R REV/JEO A 7 OlEJ M.t 7-JO-7 BRACE PINS N4/2 P3 9//6' NS/2 .v/fAF AW-/9 29/%6' Ns» 27%B' ,V4/4 P.9718- NSl4 -7fW ��H N® MANUFACTURING 10=0' N4-/S 24%/6" NS-/S 27 ft' 2*f A16' A-fVW 27 S/B' NS-2/ NJ-/P NS/7 NS-/S NS-19 NS-J/ NV -R NS-7 NS+f NS-.P NCif � AN/e 24%Ar` Nsia ze' T BRAG/�tK;,G.R�[iT/NG,FORA/NiIGE DATA (+c�VV T `� t • / r / \ / / / �.�G\' _ 4•:�• rr _ N4/➢ APj- NS'/9 2B%�` FAf to z SS I/ /owe''es ~ 1 NI cYI AGlV IBA' .no.cn.•or howwo'NIZ/ .K'f 2/ tB y? r* co e- .. - '1 ...... .a..o.o...,o..... .,.,. L EG P/N V L 3 46 oR 5AI - SST/ON S/V _•6-72 0.0 moo- /��/�(' .7"ARTANT.'LEG.9/. 7-hV/SSTAMPEOATdGTTO.�/OfBASETLANGEPLATEOFEACHSECT/ON LEG. 3_�0_72 IX c sr-maw e. 1 YC 2 Ao' I � - -VG-9 YG-3 _ / 3.r r YG-/O L'O JFCT/ON YG—IS Q /OXICT/ON t/G-2S 22 YC-S 'Al r Q r r r YG-/2 YG-6 VG-7 AooEO//O.P/L.B.Pb'CENO YG-Z/ 46ZZ BZO-,7 {/ no. DESCRIPTION DATE EY REVISIONS NOTES. 1 ) ROHN/l. ALLBRv9lEBOLTS2X/4-/dS,PE{JOFO.PJ'ECT/ONV(s-/S ® MANUFACTURING v r� i 66REQ0 FOR SECT/LLV YG-25' •��'! i (Z.I.SwEEO�YG.NO.C-740706 FOR FABR/CAT/ON L7ETA/LS. DIWnP.a.�wr�I� d•' TITLE /O'jp20'ASSEMBLYDET.4/LS r GENERATOR SUPPORT SECTIONS % THIS DRAWING IS THE PROPERTY OF ROHN.IT IS NOTO S[ PILE NO. REPRODUCED.COPIED.OR TRACED IN WHOLE OR IN PART YG BWITHOUT OUR WRITTEN CONSENT. 7-9-74 ^� TttlN. '�' t • Clltoolrtwc.Onc wwt alvtnl ••miY. n waa a I 1 � C740709 R, Al—10.1.48— PRINTED IN U.SA. S.q 1` i i t - FOR/O SECT/ONNO. l�G-1S I SUPP0.2T STUB !IG/7 .�LATE�A/.oE.9SS.l' I/G-/9 FOR 10'SECTIONNO. PC-/s I I t BOLTS ez-o • ,£ 1 FOP FASTEN/NG Pl 9TE /6 TCJF.LATE 4G/9 � TOP PL,9TE BOLTS 2EQ0 �.�/PE ASSY TO TOfYTOP •'�i� I I 1 I 20"SECTIONS NO. IIG-/S 56 4G2S r PEQ0 PER/NSTALLAT/ONE I Ll � V. I I � �� _-� i �-1 ZXI�BDLT(6�PEQO.�E,P/NSTALLNT/ONl f t 1 NOTD[BCw VTION DATE RT wEvlalonE f RO u A7�® MANUFACTURING vc-!6 (3 PEQD. oE.e/O SECT/ON l/G 2S °'""'°"°'<� TITLE LSL/,0,o0,2T B"2ACKET 1A1STALL 9T/ON lIG ZO (3 PEQO PERK SECTION!IG/S for ` A10 GENEPATO.P SU,1,1O,PT TOlvER THIS DRAWING IS THE PROPERTY OF ROHNO T IS NOT TO SE i1Lfi NO. 1 REPRODUCED.COPIE..OR TRACED IN WHOLE OR IN PART ` WITHOUT OUR WRITTEN CONSENT. n/6.-, R[w1n[s ti[clneD.olM[nOoriz ww[aIv[n IH /T �9- twuwwa� G.NG. . "� NOTE F.vee/Cq,�DNi EF. �iOS��7407!!, C 7407/Z,�C 7407/� „J -7 _ ,¢O71¢ ° GAP PRINTED IN U.S SEu S0 3 2 4EiS4 .A.r it r� � r �r rr rr ■r rr r �r rr r� r� ■r �r �r it� . TOWER sCuE0u t a e1 SECTION SPREAD DIMEAISION € f •fi I i!�. .x ._ N0. UPPER LOWER _ VGISW /, 0,. 2,6.• Z 7N/W 8NW 6763/�' 9NHW a'-631'' 10'6%¢' J� —VGI VGz NOTE= >W Q cn s V G P I 9DOITION19L TOWER SECTIONS FOR W- 2 Q B99 .. VG3 GREATER HEIGHT.RAID MODIFIED TOP SECTIONS VG, - FOR VARIOUS WIND GENERATORS ARE 2a 4 AVPILRBLE UPON REQUEST. N VGG PT END CL/P5,USE HOLE NEAREST TO FLANGE PLATES VG7 VG8 �'�! SLOPE CHA 1-�TNGE yy EI'GY TJf * v� SEC.NO. LEGS BRACES TOTAL G`rF/tiT a. - N62 rAc p� VG/SW 311 IG/ 9.Ta: e�r9jF 6NW 290 /90 480 34 N63 yDLes 7IVI-W 416 29-5 (.Gl O 2a 8NW 42G 274 700 N J N64 9NHW 535 305 840 N i N6S SEE DETAIL B N7') - TOWER LEG MUST gCWRYS BE' ASSEMBLED/pRA/N HOLE@ BOTTOM a BRACING DETAIL FOR SECTIONS VGISrHRu9NH o I w 3` 2 N o 73 II I III II 11 SEE t ® I O i O �I N 4 ` DETRIL C II o I Lew . p4 N74 o Q � > � o hN °�,m� + N7s QET,91L A DETAIL B DETAIL C TYP. SECTIONS VGIS THRU 9N14) SEE DETAIL,9 ' J N81 �l Q o- - N82 ' TOWERS RRE DESIGNE0,T0 SUPPORT LOBOS AS SHOWN IN TABLE WIND E.I.A.WINO PLLOW,98LE ,9LLOWP8LE O Zo. N83 VELOCITY PRESSURE THRUST AT TOP PRO JEC TEORRERAT TOP N Go \ , 87 MPH 30 PSF 1650# 55 SQ.FT. 100MPH 40PSF - 1400� 35 SQ.FT. N84 �. 112 MPH 50PSF /0001 20 SQ.FT. r REFERENCE ORRW/NGS RKF t•al I 3 FOUNDATION DETAILS --- --------.--p 780063. 0 GENERAL NOTES , N +T. IJG. i5 h9EigL STAMPc"D RT BOTTOM OFI ERCHILEG OF ' EPICH SECTION. N93 2. ✓AL NUTS ARE PROVIDED FOR ALL TOWER BOLTS. 3- ALL MATERIPL 15 NOT-DIPPED G.91-V.9N/ZED AFTER FPBR/CRT/ON. 4. 8OLTS 70 of d.S.T.M. A-325 QUPLITY. 5. 76WcR GROUNOING for OTHERS)MUST MEETPLL LOCRL CODES. 6. .THE USE OF SHIMS TO PERFECTLY PLUMB TOWER .MAY BE NECESSARY. I I r 7. WHERE ORAINRGE IS REQ'D.,R DR,91APHOLE 15 PROVIDED AT THE-.SASE OF Ea CH LEG OF THE SECTION. B. S7EPSCLTS ARE PROVIDED ON ONE LEG ONLY FOR SECTIONS c VGIS TNRU 9NH. W 9. RC4!J-LCC(CRALE TYPE)59FETY DEVICf IS gVg1LRBLE`UPON REQUEST. n TOWER ELEVATION FOUNDATION OATH TOWER MAX MAX, gNCHOR 60LT ORTR PIER &PRD PAD DRILL 8,BELL BASE ALLOWABLE «owaeLE - GENERAL NOTES ' SEC. LEG f SHEARf tAY0U7 DIMENSIONS - BOLT - O.WAIC'm.YOS REgO. REO.O. - 1�p SIZE C/RCLE pROJ. V-BARS H-BARS aouu souRRE DONE V-BARS COE NO. STCe sss LBS. M N R OIA. X Y PIER• PER• W D Y CONCRETE,3,000 P.S./.MIN.ULT/MATE S7RENGTHQ 28 DRYS CU.YOS CU.YDS. VGIS 2'-6" 2'2" I' 55/i'l2 s x % 3y R•6/G GRADE W DEFORMED aEBARS. 30 4 4 2 7=�' 8.$ 3) FOUAIDRTICN DESIGN'BASED ON E.I.A.RS-222-C.NORMAL SOIL.: 6NW 4=6 Yi' 3'-/1" 2'-754 I2-5/B x30 41516 3Y2 8'0` 9,6 NORMAL SOIL OEFIMED 96 7N/ 34,600 .2,400 6'-6'/a" 5=83,, 3'-9Ye" 12-s/B 30 415/ 3y2 8,-0, 4'-6' a-0" 8 R 6 '�M4 6.3 10.9 11, 19.8 9'-0` 5'-0` 2'-6" 80 6 (p-7 d 9,000 P.S.F.BEARING CAPACITY x__ 16 b)ALLOWABLE PRSSIVE PRESSURE= 400 P.S.FI FT.OF DEPTH. (' -- _-—'= 3•• — 5 - S IS IF '— M C) WATER TABLE BELOW BOTTOM OF FOUNDATION. 8N 394.00 2,400 8 6/a 7=5' 4'-)1/6 12-/8x30 4 1, _3/z_ 8'•0' S'-0 2 0'8_ 6`_ 4_ 7.8` 8.5� 6.7 ? ' 9NHW; 42,000 2,400 )0'-6'/" 9'-.lam" 6-131,,61E-5/N30 4'S/,6 3v2 8-6' S'-6' 2'-0" 8si6~-'<4. 9.2 9.8 9�1e'. SLO" 2'-(i" 8~6 7.0 5) MINIMUM COVER OM ALL REBR.M.R-RS IS U. . ¢ 8 5) ACC ANCHOR BOLTS ARE A.S.T.M:A-325 QUALITY.. Q ALL FORMS MUST BE REMOVED FROM CONCRETE BEFORE + ' - PLRC/NG COMOACTED BACKF/LL. 7) BACKF/LL ASSUMED TO BE A COHESIVE SOIL COMPACTED • " _ e - _ TO A DEN/S/TY OF/00 LBS/CU.FT. + ) TOWER LEG Y'/ • � . - BRACE CLIP �• �'V - ?- DRAIN HOLE PROVIDED/IT • ANCHOR BOLT SEC TION OF EOFA.FL L OF } LEG STRESS PN/J SHEAR VA•L�7ES PRE . ,,?. ONE LEG '* CONCRETE QU.RN .TITIES SHOWN ARE FOR THREE PIERS. ° FLANGE PLATEADJUSTING I NUTS. GROUT _VGISW_ ._S,NW-9NHW PAL NUT ..:11 BASE ETE' 'I SECTIONS r; t BaT v/i��� _ TOWER Rtf/SCIRCLE 1 I I :z— - ATOFTH CEN E TEPAO R ALLOW FOR ORAINRGE ,J l' - - - �ToTowea Axed. / , '�' '�. FOOTING BORRINAGE P� •1: ¢ f' ~• - - - - DETAILS - e BOLT y SQUARE (p" ., I '-•� ' TOWER A'/S ; -(EQUALLY PRCED) (HOOKED) _ �\ '•i V-BARS �3 SPIRAL TIES r , d: �r r (EQUALLY SPACED) (6-P/TCH) (� - V 'e`+Rri * (HOOKED) Oa —�J I 3 SPIRAL TIES _"I - a R•.R...,,• a..,o.,•... ,•..D•,<„. /.aeo 1 -3 LATERAL r`- . 6" (CPncHY _'1 D °R —'( Unarco-Rohn e!(ON 12'CENTERS) �_�� .- 24 ~3 LATERAL TIES ►� "� 3o f/ Lc�- - T1 (ON 12`CENTERS) f<�� f —"� / / RCTERNRT FOUNOATIONS C —� #4 H-BARS �� oR H-8RRS {{k��=_j�� 2,0" (12"O.C.) 3"• . 4-0 _ - HCQVY DUTY S.S.V.WIND GEN. TOWERS (I2`O.C.,HOOKED) t iiL o—i� ') ' �• m A/bNE �e.a.a�..e...o+..w.. 71 A6-RT °invn . < ..SQUARE - 7"MIN.�I{s— "�' •., •, 3"MIN.. 1 x FOUNDATION LRYOU7 PIER 8,PRO PAD gNCHOR aboT ORIENTATIONS ir",-2L-„ 0780063R, s rr rr �r rr rr r� r rr r� �r rr rr rr rr rr rr �r rr r. Li I I I .f 1EP BOLTSMUST BE TURNED/N UNT/L FRONT EDGE OF BOLT TOUC/lz-s S/DE Ole TO/YER LEG. AvlweR LEC f. I NO. DESCRIPTION DATE BY REVISIONS R®H N® MANUFACTURING DIVISION Of TITLE _J'TE.,0 ROL 71 STALLA71 Alpo T, THIS DRAWING IS THE PROPERTY OF ROHN.IT IS NOT TO BE FILE NO. REPRODUCED.COPIED. OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. tCALt �� MATERIAL' fIN16N WT. DWN.tY DATE /6-7 UHKOTHERWISE SPECIFIED,DIMENSIONS ARE GIVEN IN INCHES. CICD.tY DATE / DING.NO. AC. Aft"to I T.IS ¢-��7 D 4 TOLERANOa AT'0. GATE '7 L GAF 680.250 2-72 48191 PRINTED IN U.S.A. Ass'r. F/N SA,8 6112 ( 2" 0 ITEM QUAN. PART NO. OESCR/PT/ON OWG.NO. I I TM TOP SUPPORT C7/0/48R, 2 1 8NI2 BOTTOM SUPPORT C7/0/a8R, 3 1 0102 N7,957 TUBE (P/PE="STD.aS'-O"LG.) C7o JC 52 R, 4 8 JRB3,9 U-BOLT ,9SS'Y. SG51029R,p A ss'x i°/N SP,9 6 25 (2 �2 0 /oi pE) ITEM QUAN. PART N0, OESCRIPTION OWG. NO. I 1 7103 TOP SUPPORT C7101310 2 1 BM3 BOTTOM SUPPORT C71013G TOP SUPPORT(SEE 3 1 - 0102 MRST TUBE(PIPE 2"STO.KS'O"LGJ Cl�(DO 52 R, B1LL -7.MATER/AL 4 4 JR83R U BOL7 ASS'Y. 86510C8Rtg FOR PT NC.J 2-13T¢ 5 9- JR84A U-BOLT ASS'Y. SG5/028R,s I 0/02 MAST TUBE 19SS'Y. /o/N 51,98 (113 (3 "" 0 101P ) ITEM QUAN. PART NO. OEnCRIPTION OWG. N0. I TM4 70P SUPPORT C710147Rz BOTTOM SUPPORT C210147RZ MAST TUBE (PIPE 2"STD.h5=0"LGJ C'700052 R, 4 4 JR83R U-BOLT ASS'Y. 5651028 R,s U-BOLT RSST. (SEE 5 4 UR88A U-80(T ASS'Y. 805/028R,9 SILL OF MATERIAL FOR PT. N0.) w RECOMM EAI.OEO CLAMPING I0061- T IOIJS FOR lM TEAUM 4 0.. MOUNTING CLAMPS I TOWER LEG (SEE BILL OF MATERIAL FOR S/2'E) R, REDAAW,v —REPLACES /DwG. No.8710114RZ 15 3 ^9 1 MW .. No.I Revision Description a Dale ABy. ✓R63A U-BOLT Unarco-Rohn ASS'Y. (TYP.) - Di lion of una,co lnbp:vie¢.mc. rDw VHF /9/JTENNA 51.OE ARM 8RACf<ET BOTTOM SUPPORT (SEE BILL OF MATERIAL FOR ASSEMBLY FOR MODEL SSVN TOWER PT. NO.) scale umeaa ptn¢,wi¢e apeohea,mmen11one are given n niche: NO N E Tae,encea Drawn by Dal¢ Decimals Factions Angl¢¢ MO/ S 3 79 EL E V A T I 0 N Chec¢ee by Dale Material Weighl I/HO -'Jf-73 App,ovet!by RngineetinB Dail This Drawing is the p pe,ly of Una p-Rohn,h to be TS S rep,oapcea.coptea or vacea m whom or m pan lih—I., em. Approves by Pro4¢chon Dale File Numbs, Appo __ Date D—In N— 'C 790�43 RI77ees 7-7? • ,'tr 20� 24 2�26 28 32\ \ , --- �') 18 30 32 � O L` Existing I I�' 4• Garage 4 1 - 28 26 \ �- �4ti9 \18 P p.2,000 PiMROS Gal n Septic /18'$68' 18�20 22� 0�\ o ank Pier, S, 20 16 --- g Existin Q� \ \ I boo )f Bedroom 1 /n 7 Dwelling 1// 24 \14- House#149 / r 21�/ 4o e/ / l // o No Wetlands or \ Quo A ! G�\��t SQ6c^� l o Potable Wells wA 12 \ ` \�p0� 78� ti ISO ofPrap.S.A.S. 10 Existing Septic Tank &LeachingPit to be Pumpedut&Re\e 108 24 A CEL 25 \, \22 20 18 LEGEND 4 16 Exist. Spot Elev.......:......... 35+3 Exist. Contour................... :- - -36 - - - - Prop..Spot Elev.................. 35.9 Prop. Contour................... 36 \ \ Setback Dimension............ _ 13' _ Perc/Obs. Test Location.... Prop. Water Service..........— 14 Ix \ \12 _10 j ' Relocate Garage and S.A.S. 05119105 jth `\ NO. REVISION DATE BY Ilk s� yF SIT SEWAGE ��� OF Mqs P Jgy G F NORMAN DISPOSAL PLAN "o. GROSSMAN =; J J. ? a;` No. 12705 Y, Bea a w F�, �'�';` 149 INWOOD LANE S Gnat +`o m o M s e�1 � !� ' TC. � LOCUs LL n BARNSTABLE, MA, APPLICANT: ENGINEER: Al Holman Norman Grossman, PE, RLS a 149 Inwood Lane 93 Falmouth Heights Road, #4 1` Np. 1 7" 5- 1� LOCUS MAP West Hyannisport, MA Falmouth, MA 02540 � SCALE : 1"=.2000' 508-548-1920 L LaS MAP SEC PAR LOT FLOOD ZONE ELEV. MAP SCALE DATE SHEET NO. PLAN NO. 225 025 2 C --- 250001 0008 D 1"= 40' Feb. 24, 2005 C-1491nwi 1 OF 2 I H-907-1 R SEPTIC SYSTEM PROFILE FIRST FLOOR I(NOT TO SCALE) ELEVATION 26.25 FIN. GRADE AT FIN. GRADEOVER FIN. GRADE OVER FOUNDATION SEPTIC TANK ', FIN. GRADE OVER SOIL ABSORPTION SYSTEM TOP FOUNDATION 24.0 23.0 N. DISTRIBUTION BOX 22.0 ELEVATION 25.0 + + 22.0 + + + RISER SET TO W/I INVERT AT +++ 6"OF FIN. GRADE FOUNDATION +++ ELEVATIONS 20.75 + ++ 3„ 2" DOUBLE-WASHED 19.00 2" 1/8 -3/4 PEASTONE + b . + + `.: + ..,.. ...., .. ..,. ... + ++ 20.25 20.00 + + 2000 GALLON 4 18.84 18.67 j 18.50 + + SEPTIC TANK 18.67 +++ H-10 LOADING 68' BASEMENT FLOOR +++ GAS BAFFLE ON OUTLET TEE 7 HOLE DIST. BOX 18.00 ELEVATION 19.0 + + . ++ H-20 LOADING . TO BE SET ON A LEVEL 18' + + AND STABLE BASE + + 3' 3 DIST. LINES 6'0"O.C. 12' 3 SEPTIC TANK SET LEVEL AND TRUE TO GRADE - = ON 6"CRUSHED STONE BASE ON MECHANICALLY COMPACTED NATURAL MATERIAL SOIL EVALUATION DESIGN DATA DATE OF TEST: FEB. 11, 2005 - LOGGED BY: J.E. LANDERS-CAULEY NUMBER OF BEDROOMS................... 7 WITNESSED BY: DON DESMARAIS LEACHING FIELD G.P.D./BEDROOM................................ 110 G.P.D. TOWN OF: BARNSTABLE (Not to Scale) TOTAL DAILY FLOW..:......................... 770 G.P.D. PERC RATE: LESS THAN 5 MIN/IN GARBAGE DISPOSAL.......................... NO SOIL CLASS: 1 ( 0.74 GALS./S.F.). LEACHING REQUIRED..............:......... 770 G.P.D. GROUND WATER: NONE ENCOUNTERED SOIL ABSORPTION SYSTEM LEACHING PROVIDED........................ 905 G.P.D. P # 10,923 f „ SEPTIC TANK REQUIRED................... 2000 GAL. NOTES: - � - SEPTIC TANK PROVIDED................... 2000 GAL. p�� 24.5 TEST PIT#1 0" TEST PIT#2 1. ELEVATIONS BASED UPON TOWN OF BARNSATBLE GIS. 2. TOPOGRAPHY BASED UPON GIS TOPOGRAPHY. 14" O/A LOAM 3. PROPERTY LINE INFORMATION FROM BOOK 64 PAGE 23. OF R1 SIDEWALL AREA................................. O S.F. LOAMY SAND 4. NORTH ARROW NOT TO BE USED FOR SOLAR ORIENTATION: ZH 9s`r9l' BOTTOM AREA.................................... 1224 S.F. 24" B 10YR 6/8 5. ALL PIPING TO BE CAST IRON OR SCHEDULE 40 PVC. o NOR AA yG TOTAL AREA........................................ 1224 S.F. 6. ALL SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE g GROSSMAN TOTAL AREA X 0.74 G.P.D./S.F........... 905.7 G.P.D. WITH SEC TITLE V AND LOCAL BOARD OF HEALTH REGULATIONS. a No. 12705 7. NO CHANGES TO LOCATION/ELEVATION OF SYSTEM COMPONENTS CIVIL WITHOUT WRITTEN APPROVAL OF ENGINEER OR BOARD OF HEALTH. 8. NOTIFY ENGINEER 24'HRS. IN ADVANCE FOR AS-BUILT INSPECTION. FGISTE� MEDIUM 103 C-1 10YR 6/4 L 1 REVISE BEDROOM COUNT TO 7 05/19/05 !th AtOi4 rf A N DATE NO. REVISION BY 11 a G3 EGOS 9 tv9 A N MEDIUM TO No. �2ns FINE SAND Al Holman SHEET NO. 2 OF 2 � 120" C-21 10YR 6/4 'L L w Parcel 25, Hse. #149 Inwood Lane H-907-2R - THIS DRAWING WAS TAKEN FROM AN ELECTRONIC CAD FILE PROVIDED \ - BY THE PROFESSIONAL REGISTRANT. \ A HARD COPY OF THE STAMPED \ AND.CERTIFIED DRAWING,WHICH DOCUMENT IS THE ACTUAL RECORD \ IN8TRUMENT,IS AVAILABLE FOR INSPECTION AT THE OFFICE OF W.WYLIE GASTON IV,ARCHITECT. .\ • i. ..\ RELEASES/DATES w , � I ` I I ; U) w LAWN ? Q I. U ( Q U O Q F— ' . I � I w --------- I _ 1 - -- ----- - a, I I , r r t _ I SMOK -CT OP REVIEWED BA E BUILD DEPT. DATE '` i TALE GARDEN K,NE � NOT FOR CONSTRUCTION \ FIRE DEPARTMENT DATE RELEASED FOR CONSTRUCTION❑ BOTH SIGNATURES ARE REQUIRED FOR PERMITTING RE�,EWED,. i If I J` sHecT TIT.c. SITE PLAN ' i' •,ft STEP S .,\ \\ ,r�,�; y °✓� i W.WYLIE GAST®N IV (404)869.0969(404)879.1706 \ o �os' �T PROSE N�NBER. tiiii osaw {' 5ITE PLAN oR, DNDEF ` DRIVE (� A0.0 SCALE:I/8'w V-0' \ AO . 0 8 THIS DRAWING WAS TAKEN FROM - ° - A AN ELECTRONIC CAD FILE PROVIDED SY THE PROFESSIONAL REGISTRANT. AHARD COPY OF THE STAMPED AND 6ERTIFIED DRAWING,WHICH • DOCUMENT IS THE ACTUAL RECORD INSTRUMENT,IS AVAILABLE FOR - INSPECTION AT THE OFFICE OF .. W.WYUE GASTON IV,ARCHITECT. .RELEASES/DATES 2XS CEILING \Pew RAFTER AT 16'O.C.. O.C. 10 02' - 2%8 RAPIER Ai W° —15 24'DEEP TFdI%BENT 6PANND26 25'-5 1/2"FRAHING LIM 6 MSUL.CEILM R-30 TYR NRIL.RAFTER R-0ttP. LINE OF I ' - I Ell - ------ TOP PIATE 7LU �— Z Lu ------o —— OCTAGONAL WI/DOD U 7 `4� K Q LIVING 2 KITCHEN a 0 0 0 o MU WALL5 R-15 M. O ir RN FLOOR Lv 2 2 N 6TAIR - - OF'l TO- - - FOTFR ... . - _ o o � 's elAecroRr.c\elaaims\stB4s\ ,STORAGE DEN F LL xxN. NOT FOR CONSTRUCTION ®y , RELEASED FOR CONSTRUCTIONLJ - < G m l Revlew50 er. . FM FLOOR LVI ' ° - NSIA.FLOOR R-&TTP. . STONE VENEER ON EXIST-FOMOATION - . EXIST.COL - .EXIST.COL.rVERRT FHeerrne: LOCATION) - (VERIFY LOCATION) BUILDING SECTIONS NEW 6TEEL GARAGE COLU'Fl AND , FOOTING W.WYLIE G SST®N IV U04 869-0969(404)879.1706 I I ------------ 1 xuNFeR: - - - ' 2/21/05 05001 T r i SECTION - ONE PAAwI«D xuuPeR 'R A3.0 BGALE: A3 . 0 � _ THIS DRAWING WAS TAKEN FROM AN ELECTRONIC CAD FILE PROVIDED BY THE PROFESSIONAL REDWII NT. 3k - A HARD COPY OF THE STAMPED E AND CERTIFIED DRAWING,WHICH .. An TOILET DRAM LOCATION r. DOCUMENT IB THE ACTUAL .. INSTRUMENT,IS AVAILABLE FOR DOUBLE WADER BATMUB DRAIN LOCATICIN DOUBLE HEADER INSPECTION AT THE OFFICE OF AT STAIR LMDIFY° - AT STAIR OFENNI W.WYLIE GASTON IV,ARCHITECT. RELEASES/DATES BL=N3 BETLLEEN .. BLOCKING OFETN FOR DELL 2XI0'8 - DETILEB(2XI0'B STAIR V-3 V2 . LINE OF BEARIN3 UAL AT r LME OF BEA,RINS WALL AT ' NAM LEVEL i^OPPORTING VAIN LEVEL SUPPORTING . SECOND FLOOR ABA _ SECOD FLOOR ' ; • 1 . M EXTERIOR 1141. . 2X6 EXTERIOR IW1LL FRANWG 1)P. FRAMNG Tip. I Al I m • d 2- 1 m I � COLIBM LOCATION CCLIPN LOCATION BELOW AT GARAGE LEVEL BELOW-AT LML OE GARAGE LEVFLN, LN-DEA21 C./) ' W f zw U Q O 0 c!> O . 25'-9 V!°Fmm 25'-9 V2•FRMIMG I z 0 FRAMING PLAN — LEVEL FRAMING PLAN — LEVEL TWO ALI SCALE:1/4'=1'-0' ALI SCALE:1/4"=V-0" M, Z Q b V4'• P-5- b'-2• I'-5° 6 V4' ------------ ❑ El PORCH I - I I w olBLcr°nn c�tfawOpslstl h� UP TO, - ' 1 I 1. - NOT FOR CONSTRUCTION LEVEL T.T� RELEASED FOR CONSTRUCTION EXISTINGCOLLM \q LIVOG O ❑ O nevleWEP"r. - FOLINDATICN WALL Z. EXISTM c YIOTER - - __ CRY.KfTE W AND STEEL CO" 8 _------- COL"SIR=ORTING SECOND FLOOR BEMs a QF 1 1 _ ON TO ` 1 0 2._q. F 2'-3" 5'-i' !V7'-5'-G 7'•0' _________ e"sEr nne: 0�\_EXISTIFG ---- -- ------ ----- FLOOR PLANS gyp" �R2G GUEST HOUSE P m �� 25'-O'OUTSIDE F020ATICN WALL _ " 1• 1:0 ]D. r .1 ----oLrn ----' i W.WYLIE GAS'TON IV II'-7 V7' 4 V2° B'-2 V! 6"STONE VENEER 1:- ® i I (404)869-0969(404)879-1706 X-2" B'-5'DOOR OffNMG NEU STONE VENEER _......._.... - - ...._._....... OVER EXISTING ______ _______________________ _________ FOUNDATION WALL 4'-10" 5'-4" 5' 5'-4" 4'-60' 1'-0" 5'-l• ' 26'-0'OUTSIDE STONE VENEER - 3 FLOOR PLAN — GROUND LEVEL FLOOR PLAN - 'LEVEL ONIE FLOOR PLAN — LEVEL TWO =;;;,, osoa;°r ALI SCALE:I/4"=1'-0" ALI SCALE:1/4=1'.0° f� + ALI SCALE:1/4"=1'-0" 10�` 24 22 22 00. 26 28 30 1 32 1 �1 / 18 \\ ` ' / 9�' sr O \3 ' Existing /`fl 04• Garage \ 28� �1• 1 . 26 \18 z4 -— t10`✓ p.2,000 1?/ro \ Gal n Septic 48'X68' \ 18 10 \ 22\ bhp"\ o \� ank Viel�, 10 3. ® \22 16 2.00, I / \ �o�� Existing o� 6 Bedroom / /D_ o,b Dwefflng \ 1— � � 1� 24 14 House#149 ! l No Wetlands or Q Potable We&wl 150'of Prop.S.A.S. 12 N! 10 Existing Septic Tank I 0p \ \ \\ r &LeachingPit to be I \ Pumpedgut&Remove 108 24 CEL 25 � � t \2, \ 1. +/— A: 20., 4P4\ \ \ \ \ 18 LEGEND 7P ti \6 \ J I Exist. Spot Elev................_ - -35+3 / I Exist. Contour.................... 36 - - - - Prop. Spot Elev.................. 35.9 Prop. Contour................... 36 \ \ Setback Dimension............ _ 13' Perc/Obs. Test Location.... Prop. Water Service..........—W-- X� W ` r/ a� . \ \11 _10 1 Relocate Garage and S.A.S. 05119105 jth `\ NO. REVISION DATE BY y� -P v o @4a Rld c \ a� E & SEWAGE ss �N OF �A a' r owoR o �DISPOSAL PLAN NO v r C) GROSSSMSM AN No. 12705 CIVIL c�CraJe�iJ/e�each: 149 INWOOD LANE o A , TE� flap 0 1'� m in ^ .y r of L LOCUS BAR N- STABLE, MA. APPLICANT: ENGINEER: � � MOP N In Al Holman Norman Grossman, PE, RLS , 13ROSS A,N `-o No. 12775 ac( 149 Inwood Lane 93 Falmouth Heights Road, #4 o LOCUS MAP West Hyannisport, MA Falmouth, MA 02540 �" ro Ec►sTER�s�� � SCALE : 1" = 2000' 508-548-1920 MAP SEC PAR LOT FLOOD ZONE I ELEV. MAP I SCALE I DATE I ISHEET NO.I PLAN NO. 225 025 1 2 1 C I --- 250001 0008 D 1 1"=40' Feb. 24, 2005 C-1491nw 1 1 OF 2 H-907-1 R SEPTIC SYSTEM PROFILE FIRST FLOOR ((NOT TO SCALE) ELEVATION 26.25 FIN. GRADE AT FIN. GRADEOVER FIN. GRADE OVER FOUNDATION SEPTIC TANK FIN. GRADE OVER SOIL ABSORPTION SYSTEM TOP FOUNDATION 24.0 23.0 t DISTRIBUTION BOX 22.0 ELEVATION 25.0 + + 22.0 + + + RISER SET TO W/I INVERT AT ^ + ++ 6"OF FIN. GRADE FOUNDATION +++ ELEVATIONS 20.75 + + + 3 2"DOUBLE-WASHED 19.00 + +2" 1/8 3/4 PEASTONE + + b +++ 20.0G SUMP — 20.25 + 18.50 + 2000 GALLON 18.84 18.67 + + SEPTIC TANK 1s•67 +++ H-10 LOADING 68' BASEMENT FLOOR +++ GAS BAFFLE ON OUTLET TEE 7 HOLE DIST. BOX 18.00 ELEVATION 19.0 + + + ++ r H-20 LOADING TO BE SET ON A LEVEL 18' + AND STABLE BASE = 3 + + SEPTIC TANK SET LEVEL AND TRUE TO GRADE 3' 3 DIST. LINES 6'0"O.C. 12' —.. .— ...—... .—...:..—. .. ... .......... .....—. ON 6" CRUSHED STONE BASE ON MECHANICALLY COMPACTED NATURAL MATERIAL SOIL EVALUATION DESIGN DATA DATE OF TEST: FEB. 11, 2005 !; s LOGGED BY: J.E. LANDERS-CAULEY NUMBER OF BEDROOMS................... 7 WITNESSED BY: DON DESMARAIS LEACHING FIELD G.P.D./BEDROOM................................ 110 G.P.D. TOWN OF: BARNSTABLE ( Not to Scale) TOTAL DAILY FLOW............................ 770 G.P.D. PERC RATE: LESS THAN 5 MIN/IN GARBAGE DISPOSAL.......................... NO SOIL CLASS: 1 ( 0.74 GALS./S.F.) LEACHING REQUIRED........................ 770 G.P.D. GROUND WATER: NONE ENCOUNTERED SOIL ABSORPTION SYSTEM LEACHING PROVIDED........................ 905 G.P.D. P # 10,923 SEPTIC TANK REQUIRED................... 2000 GAL. NOTES: SEPTIC TANK PROVIDED................... 2000 GAL. 0 24.5 TEST PIT#1 0„ TEST PIT#2 1. ELEVATIONS BASED UPON TOWN OF BARNSATBLE GIS. 2 TOPOGRAPHY BASED UPON GIS TOPOGRAPHY. �� k CF A� 14 O/A LOAM ,� 3. PROPERTY LINE INFORMATION FROM BOOK 64, PAGE 23. I SIDEWALL AREA................................. 0 S.F. LOAMY SAND 4. NORTH ARROW NOT TO BE USED FOR SOLAR ORIENTATION. 4- BOTTOM AREA.................................... 1224 S.F. 24" B 10YR 6/8 5. ALL PIPING TO BE CAST IRON OR SCHEDULE 40 PVC. NORMAN TOTAL AREA........................................ 1224 S.F. 6. ALL SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE GROSSMAN N TOTAL AREA X 0.74 G.P.D./S.F........... 905.7 G.P.D. WITH SEC TITLE V AND LOCAL BOARD OF HEALTH REGULATIONS. No. 12705 7. NO CHANGES TO LOCATION/ELEVATION OF SYSTEM COMPONENTS A CIVIL a �� WITHOUT WRITTEN APPROVAL OF ENGINEER OR BOARD OF HEALTH. GISTERE c8. NOTIFY ENGINEER 24 HRS. IN ADVANCE FOR AS-BUILT INSPECTION. Of MEDIUM a s9 103" C-1 10YR 6/4 W 1 REVISE BEDROOM COUNT TO 7 05119105 jth s a NO. REVISION DATE BY RJaRMAN l! Gi15iO.S3'MAs4 � MEDIUM TO o. N0. 12775 FINE SAND Al Holman SHEET NO. 2 OF 2 120" C-21 10YR 6/4 Leo „ Parcel 25, Hse. #149 Inwood Lane H-907-2R — L 22,0p, A _ � O n Proposed s ti5 Retaining Wail ��o �•r / 31,�• 165 Existing . 1s0p' ,a rye. Foundation o'� o ZS°p' Existing 6 Bedroom Dwelling House#149 `\ o o � 12 1p�\ ��n\ o� ls0p•. PA CEL 25 1. +/- Ac. a x\. 0~ ti 11 IN, I hereby certify that this foundation is located on the ground as shown, and that it conformed to the Town of Barnstable \ \ Zoning By-Laws regarding minimum setback requirements at the time of construction, and that the foundation is located in Flood Zone "C", as shown on F.I.R.M.250001 0008 D, for the Town of Barnstable,revised to 04/16/93. AUG. 1,2005 NORMAN-G OSSMAN, PLS DATE NO. REVISION DATE BY HOUSE No: 175 FOUNDATION LOCATION PLAN ASSESS.MAP:P: 22-02 PARCEL:.......... 006A-006 LOT 2 *149 INWOOD LANE. � ' • ZONING DIST.: AGA FLOOD ZONE:. C ELEVATION:.... --- E, MA. OWNER: SCALE : 1" =40' . Norman Grossman, P.L.S. Al Holman 93 Falmouth Heights Road, #4 149 Inwood Lane . DATE : AUG. 1, 2005 Falmouth, MA 02540 West Hyannisport,MA PLAN NO. : C - 926 508-548-1920 I I I 'V \ � o 4v t ^1- \ r� t � i i h ^ m ♦ 0 A. o' b n \ t 1 y 0 I O 0 � I � � 4- Ac . �oMuw. / 00 r I 62 G � \I N V i i � p I 1 a� i v J A[-c L A r-t C I r-t WEST HYANNISPOQT MASS. BELONG i ni c, To �`rt ��1Ct•I T3O AY �1, 174`�. /P��UR RO u.'S �43���. • ��R'b6 L KGLLOOOa CIVIL,ENG¢S r 1 CF-WrURv1L LF NiHs