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HomeMy WebLinkAbout1058 MAIN STREET (COTUIT) ,� ,, .� '� V. 1: , I' � I. 1 '� �1 ^ r ' �� ` f L .. �. �� i .�. .� �. �� �... t �,. ��, 9 ' � r ��� � � .. 'I ., .. _ ,� � � � (F o� � ,. �, � ,I =_=--_ v,. .._., �� - i�'�. 1, i �� i .. � i �' ,; i I f ��' S :� ��. r �� f / _ ,� . • ..�. ... - a �.:— _ Lv e�,; { IDS"9' Moir. S'F w' tug 44 x - E Co� �;+ ! D S�Y A1�o,iv� S-� . "j ,� ` � 1 >» a� . . 'r,•A'{Yr.r. s �4 art",' r M ;. _ r L � � ,' «,, . +�* t ,..�._ ` .r' _ �i .. •� — - - u %A' •;r .n44 - d`� n:. -� :.. � _ iI ` } + .. � �.` d 'fj� ` I _ +l_ /�, fi., i �-' � ,r 1 � ��'. ', _ _ Co-�„-� ��u s � n� ►� s-� ,y r r. / J CA+� ,t ro sa tino,;,, c� TOWN OF BARNSTABLE _ . CERTIFICATE OF OCCUPANCY PARCEL ID 034 057 GEOBASE ID 2015 ADDRESS 1058 MAIN STREET (COTUIT) PHONE COTUIT ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT i PERMIT 81701 DESCRIPTION GUEST COTTAGE-NO KITCHEN #72035 OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: MC ELHENY, GROVEL Department of is ARCHITECTS: Regulatory Services TOTAL FEES.: $25.00 BOND $.00 �TNE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0 +► BAMSTABLE, MAM ._ 039. BUIL INC D� BY DATE ISSUED O1/12/2005 EXPIRATION DATE TOWN OF BARNSTABLE +� BUILDING PERMIT i PARCEL 1 034 057 GEOBASE ID 2015 ADDRESS \ MAIN STREET (COTUIT) PHONE COTUIT ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 72035 DESCRIPTION 30'X 24' GUEST COTTAGE NO KITCHEN PERMIT TYPE BUILDA TITLE NEW BUILDING PERMIT ACCES CONTRACTORS: MC ELHENY, GROVER Department Of ARCHITECTS: - Regulatory Services TOTAL FEES: $424.62 BOND $-00 OFF �{► CONSTRUCTION COSTS $111, 168.00 328 OTHER NONRESIDENTIAL BLDG 1 PRIVATE 0 " » BA STABLK MASS. 6 039. j' FD lNf�A BUIL INY,DIV I BY DATE ISSUED 10/03/2003 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 GRADESAS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR,ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING.STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- ANICAL TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. 3.INSULATION: OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. • an ® = • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Kok a M� ' s�r 7/9 v 9C " 2 �1 S� ® 1!lo vy 2 �1Z 2 / l - 3 1 K ATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 ,I- 2 o `l BOARD OF HEALTH OTHER: t_ SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE 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. d �1 TOWN OF" BARNSTABLE .'z s ,BUILDING PERMIT " PARCEL ID' 034..r 57 GEOBASE ID 2015 ADDRESS - "MAIN STREET (COTUIT) PHONE WTUIT` ZIP - LOT BLOCK LOT SIZE ti DBA - DEVELOPMENT DISTRICT CT PERMIT 809 DESCRIPTION NEW BATHROOM - NO FOOTPRINT CHANGE PERMIT TYPE MOD TITLE r�nl�r�1 ref&„- n r T innAsc� CONTRACTORS: MC ELHENY, GROVER ARCHITECTS: Department Of Regulatory Services TOTAL FEES: $78.70 BOND $.00 �t1lE CONSTRUCTION COSTS $7,000.00 434 RESID ADD/ALT/CONV 1 PRIVATE l* .0 ; u F * BMW&rABLE, FD MA'S BUILDIN �ISION� BY DATE ISSUED 12/01/2004 EXPIRATION DATE, ` } t THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- I.., (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- ANICAL INSTALLATIONS. l; 3.INSULATION. � OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. xN: 4.FINAL INSPECTION BEFORE OCCUPANCY:` VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT TOWN OF BARNSTABLE . CERTIFICATE OF OCCUPANCY M PARCEL. ID 034 057 GEOBASE ID 2015 ADDRESS 1058 MAIN STREET (COTUIT) PHONE COTUIT ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 81701 DESCRIPTION GUEST COTTAGE-NO (KITCHEN 072035 OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: MC ELHENY, GROVER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 pf CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * BAMSTABLE, • 039. BUIL IN(�,D IS ON BY DATE ISSUED 01/12/2005 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 OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE gNICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS d BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL d 'I I I I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA— TION. NOTED ABOVE. TION. BUILDING �I PERMIT � i W L $ e Arx ------ ----- -- - eAre e W m r u $ b eEGRM-1 uVIN6 W1 neo - F i R BASE M'ENT FLOOR PLAN FIRST FLOOR PLAN .- E gig - e� ZW Fo —Z Ww k .... . -- ------- A 0 UJ �� LU y $ eE ia� ecw i F e v`c wua - � mob: 5 E`e O N D Fc L O O R P L A N N—1 I W t m 1 • 3 1 ; � --- _ _.. ... ..............................� ----------------------------- ............. ..................-..................... W E 5 T ELEVATION- a NORTH ELEVATION WPM Frm g... —. _.—.—.—.— e., 00 WF Z Ww p OW vM Z Z 4 P to �Q Q QLU ?o w W f w i DZ QD X e ; • .............................................................................i. • ------------------------- r-.... EAST E L E V A T I O N 5 O U T H ELEVATION �A-2 � of 4 Y �a.�. o ---------------- �:. .: �.:a�,.,� ��;�.�„ �• o ----_-- o u 3 a Q L 0 FOUNDATION PLAN F•I RST FLOOR FRAMING PLAN - f sp3�s ._..._____..n___...�i t; 1 ii .•ed 4E�3 gi- 3fg� Z F F • If wlu _ A It Q Lu ROOF FRAM I N6 PLAN 5EGOND FLOOR FRAMING PLAN FZ v• •,.° A-3 ---------------- W t om L � # o� "�°L°�.µ.we P"�,�W:•.w �u � � - >w Q @ N m - w �. OW, SEGTI ON ` Sr:CT ION S E G T 1 O aQ F LU mQ F "—,�..> DETA I L ��1 DETAIL �1_ DETAIL- u sc...e. pia c n a or a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 3 4 P�arcef L51 ° C %.J J F -1AR 31 f9L E Permit# 7:2 Q3,5_ Health Division �1 3 JCTZ) ,c, -� Date Issued 10 63)03 t 23 j rf l 7 Conservation Division Application Feb Tax Collector tl;;j f N. Permit Fee 1532 y, (0?,A 41- Treasurer 6 - SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board VIM TITLE 5 ENVIRONUENTAI CODE ANG Historic-OKH Preservation/Hyannis TOWN REOUL4,TIG;vS Project Street Address 1 o S 15 A-, S Village C r" Owner !=I c r- T L e 2 k,.s s s Address i s 5; e u i7f�€sz �� Prt Lo �Lta Cat Telephone 6 S o - S S A - G &2 s Permit Request 30,A 2 � Square feet: 1 st floor: existing - proposed 67 2nd floor: existing - proposed 1 S v Total new '? Zoning District Flood Plain Groundwater Overlay Project Valuation r S o , v u o Construction Type woov F rz n---Z Lot Size A-C_ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 99 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: P Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 'z 5® Basement Unfinished Area(sq.ft) 2 S n Number of Baths: Full: existing s new ti Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Z Heat Type and Fuel: W Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing .— New Existing wood/coal stove: ❑Yes �&No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: 4 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name ,M C*_LA S,4'l (&,to y 2 VUCr_La ZA`F Telephone Number s 3 C3. Address 16 ;M o r, to to License# r7 0 3 CC C S S Home Improvement Contractor# P,S Worker's Compensation# t966 cA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7LA-OD-A s�� J'2A ,)S�r-,r S^fit;i e- SIGNATURE Czt DATE k ' FOR.OFFICIAL USE ONLY I rt I r ff PERMIT NO. - r DATE ISSUED MAP/PARCEL NO. " ADDRLSS•.I VILLAGE " OWNER _ - 4 S DATE OF INSPECTION: o k) 3/14104 FOUNDATION FRAME j��' Sr- 5���/� ,`�✓S INSULATION X•.!-` o 9i`�• - fir FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL r FINAL BUILDING � %iL3 �� DATE CLOSED OUT _-ASSOCIATION PLAN NO. • i 10/04/L00:3. 10:33 bU841 10 fb I GRUVER MCELHENY PAGE 02 .s Bk 17799 P95 4120568 16-16-2003 a 09=13a Town of Barnstable Regulatory Services Iwma Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner J 200 Main street, Hyannis,MA.02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE I(We),the undersigned,being the owner(s)of property situated at mprtN .57. in COTU t T I ,MA,holding title-under a deed recorded with the Barnstable County Registry of deeds or Barnstable County District Registry of the Land Court in Book 10,571f I , Page S ,or as Document No. , being shown on Assessors' Map 9,11 as Parcel , hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory building to the re idence located on the same parcel as above-described, and shown on plans drawn by i3AxtTW. Aj IaDLM/s� dated 03Z 5 1 a2 which contains living quarters, is not intended for and shall not be used as a permanent. separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment"(as defined in Zoning Ordinances) which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rentcd as an apartment or as a single room,or in any fashion, which rental would be a viblation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duty recorded or riled at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of CJG 200�2.� TOWN OF BARNSTABLE O ER(S) Building Commissioner T ALTB OF MAN S Date Then personally appeared the above-named (owner), aA�, . and made oath as to the truth of the foregoing instrument,before me. ...._ _ .M.LOTS UN_. art tl`1247837 �Y IBC_cafful 0 Notary Public z 3mft p=cm* My Commission Expires: t_1 q • 'ZO O LI_ My Comm.Fires kn 1 a 2004 Qw0rivaccessoryagmement SARNSTABLE REGISTRY OF DEEDS x ���- ��� � t ���� �� � k �= � f i i i _ . __ T e tom nzoouuea � ° 4 • , V `� • e � . hoard of Building Regulations and Standards • 1 ' HOME 14 VEMENT CONTRACTOR R,e r44rat A -�=�Q,{,85 t dti t�012004 4 �r Typ `jidual W r � � C tJ 'ER LF E � {P ,JHFY ;A c4a�txk�wr fie�a�rvrrz°iuueallli o�✓vcu°°ae�� BOARD OF BUILDING REGULATIONS License \ NSTRUCTIO. SUPERVISOR �a 047693 Nwtnber ate0�� 98 • B40— — � icIx _ ¢`1305 Tr.no: 6 998.0 1 2 ic x STEVEN P IVICEL N s . •' 282 PO BOX 02635' ' Admmistator COT ^ e m , .`dew � b��Y. ��/. _ ` �' �^ d. x - •,A '• h - "' i a v, fi ,� ..• _ r•a,',{ter n .^• Y y' a• - 6 t .3 • i _ ri - - c r ns =l The Commonwealth of Massachusetts „ -- - =-- Department o,f In Accidents once onflyestigadaos 600 Washington Street s Boston,Mass. 02111 ' Workers' Com ensation Inscirance davit / name: location: . hone Al 00 ci ❑ I am a homeowner performing all work myself. ❑ I am a sole rietor and have no one woxi/c in ca acitp %%/%%/%%%%/%///%%%/%%%///%/% // /�/%e% l�%////S�o/%/r/%///////%n//%/t///1oh///%%/%/%%%%%%�%%%%//%/%//O/!/�%/O%%/G%/ kers co ensation for my• p.°Ye:, }2 ,' !{] ? �7 wor {: '., $?;v{:+f2S'.:$c YaY4:2':-Y`•}: :G Yia:: y`%fi£e�C:'x�•,;e;,£{•.: v er IQVlding "T.. n•.i:4•: :4R{{•}^:!.working x? q:$}:cti•. 1} x;.,: iF{.. :; : an ew to h. f.;}22Y2:i. it:%;: {. .. s .: :� n•. :,v x{.: am y :. - 1 .�. ,•.:W..•}yvn+ ;.t.,y.. ::•tx'}ti;:}:Y•:' n f:"'A'•i.• ,..{:.,},'-:ti+r}..}. n< .`. •,'�a:$if ..fi.. ,Y 'a:??,,.. •..<:�:• :�s:?;•r•.2.::+•.:.:.......:.x. +.s r.. .:xL•?••� t:. .: ..: ..f. +}:$,•. 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Q�f..'' �/. ..'``.+.v:•x�:+..r;+:};:•.r?i2:xn:4:{?f3M1yi}`:�?lfi'•}:2•rtr..;rkr••{ c.:•i'?{..:,f:»ta:.?,::;;{a::.,;•hn:•::%3n..+.,v i 213Q'ZAIY6P.':CQ•'•f:{}:•.,a::.??::.•,:•„•:}:{+::f.:::?itr.''{..... od indlor Fail�e to aec'ore covets.=e sir regniml mnder Section ZSA of MGL 152 can lead to the imPosition of criminal penalties of a Sae . to er3t. one yam,imprLsonm�ys„ as C"penalties in the form of a STOP WORKsan ORDER d a Sae of$100.00 a day against me. I mtderstsnd that a copy of this statement my be forwarded to the Office of Investigations of the DIA for coverage yeti$cation. a under the sins an penalties ofpei'l�'that the information provided above rs.iru anti carted I da hereby certify p Q�Z 3 03 ' Date Signature <,, _ 4zo 5-c 5 phone# �o - print name ofHdaluse o,dy do not write in this area to be completed by city or town official permtilicense# OBu l ling Dep&rtrnrzt city or town: []Licensing Board ❑selectmen's Office C jle&ifima"nztereaponseisrequirecI ❑Health Department Other phone#; contact person: /...A..A 9/95 PJA) Information and Instructions compensation for their i employers to provide workers p Massachusetts General Laws chapter 152 section 25 requires all employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insrance 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 obtaiii a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill.out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. The affidavits may be rebamed 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 Office of fnvesdgauOns 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 .9. l.<171 7177-d9nn PYt_ 406. 409 or 375 Ise 3 T/��( �L)SN1tLT RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 1 I 1 �g 3qq .(02- � square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00 (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee J projcost r �D,IMETp Town of Barnstable ti Regulatory Services ` BAMSTABM S. ass. ` Thomas F.Geller,Director 9 s639' �16 Building Division �pTED MA'S Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property. hereby authorize r&W cr + AAt t tt%r to act on my behalf,. in all matters tela.tive to work authorized by this,building permit application for: it,s Y vh ,, s� , cod-,,,:} ' (Address of Job) 2 Signature of Owner Date Print Natne QTORMS:OVallWERMISSION BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR NumberA%CS`-. 047693 ' Birthdate j09/23/t958 Expires ,Q9/23/2003 Tr.no: 5442 Restricted `;1G STEVEN P MCEI-4 . _ PO BOX 282 � COTUIT, MA 02635 Administrator V _ ,per ��ee i�arrvntomuiea�t a�.,/�aaaac�ucaella �\ Board of Building Regulations and Standards HOME IIVIP_OYEMENT CONTRACTOR Re istra�on_..ir1Q485 R,9 • ��xpirra��on 'kOf2012004 r= lY,dividual tv y Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS))Ver: 5.07 By: Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:04 PM - ocatiee _. 3,25,oB.EAM@&TJU,R_2ND-_F_-L-R-� Summary: I- %�"-9€=Mic,�o�1a�ra-�Fus-J"oa�t_MacD�liJ��! Sertn-�kdeaaate-BSE Controlling Factor:Area/Depth Required 3.01 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.00 IN=U15019 Total Load: TLD= 0.00 IN=U9416 Reactions(Each End): Live Load: LL-Rxn= 300 LB Dead Load: DL-Rxn= 178 LB Total Load: TL-Rxn= 478 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.36 IN Beam Data: Span: L=° 3.75 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor. Cd= 1.00. Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 160 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= . 95 PLF Total Maximum Load: wT= 255 PLF Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= - 2684 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 449 FT-LB 1.875 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 478, LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 2.01 IN3 S= 26.32 IN3 Area(Shear): Areq= 2.52 IN2 A= 16.63 IN2 Moment of,lnertia(Deflection): Ireq= 3.98 IN4 1= 125.03 IN4 r Uniformly Loaded Floor Beam(99 BOCA National Building Code(97 NDS)1 Ver. 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:04 PM Summary: ectionFAde gate "1,`7°� Controlling Factor:Area/Depth Required 8.21 In aminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.01 IN=U7180 Total Load: TLD= 0.01 IN=U5248 Reactions(Each End): Live Load: LL-Rxn= 840 LB Dead Load: DL-Rxn= 309 LB Total Load: TL-Rxn= 1149 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.90 IN Beam Data: Span: L= 3.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 3.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 7 PLF Beam Total Dead Load: wD= 177 PLF Total Maximum Load: wT= 657 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 963 PSI. Adjustment Factors: Cd=1.00 Cf=1.10 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1006 FT-LB 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1149 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 12.54 IN3 S= 42.78 IN3 Area(Shear): Areq= 24.63 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 11.31 IN4 1= 197.86 IN4 Uniformly Loaded Floor Beamf 99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003 : 1:50:05 PM emie�SS -6eeeat4on�1-2�3-5'-BASEMNT•BEA{UI@STGRAGE/GLASEf Summary: Swti , ��ate-BY=1-"2 Controlling Factor:Area/Depth Required 8.21 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.01 IN=U7180 Total Load: TLD= 0.01 IN=U5248 Reactions(Each End): Live Load: LL-Rxn= ' 840 LB Dead Load: DL-Rxn= 309 LB Total Load: TL-Rxn= 1149 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.90 IN Beam Data: Span: L= 3.5 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= , 10.0 PSF Tributary Width-Side One: TW1= 3.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 7 PLF Beam Total Dead Load: wD= 1.77 PLF Total Maximum Load: wT= 657 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 963 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fyn: FV= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1006 FT-LB 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1.149 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 12.54 IN3 S= 42.78 IN3 Area(Shear): Areq= 24.63 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 11.31 IN4 1= 197.86 IN4 Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS))Ver. 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:05 PM �'��ct�N1�S�o�at_i:Q► ti3:�Sa0'��CF�rtar.rarPORC� Summary: 151Nx.SvDT�/"#2°""SprRifle-Rt��Use� Sep n2—:Adequate By:23:7.P Controlling Factor:Area/Depth Required 4.45 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.05 IN=U1183 Total Load: TLD= 0.06 IN=U998 Reactions(Each End): Live Load: LL-Rxn= 525 LB Dead Load: DL-Rxn= 98 LB Total Load: TL-Rxn= 623 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.49 IN Beam Data: Span: L= 5.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loading: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 3.0 FT Floor Live Load-Side Two: 1_1_2= 60.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 210 PLF Beam Self Weight: BSW= 4 PLF Beam Total Dead Load: wD= 39 PLF Total Maximum Load: wT= 249 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 F�: Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 778 FT-LB 2.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 623 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 8.21 IN3 S= 15.13 IN3 Area(Shear): Areq= 13.34 IN2 A= 16.50 IN2 Moment of Inertia(Deflection):. Ireq= 12.65 IN4 1= 41.59 IN4 Roof Beam(99 BOCA National Building Code(97 NDS)1 Ver. 5.07' Bv: Archi-Tech Assoc. Inc., Archi-Tech Assoc. Inc. on: 09-17-2003 1:50:06 PM . t-KNtSS-L-oea•ican�'�.a`�5�2ID�GE'-6�EAM-„�.CAT�EDRAL CL-� y Summary: S� glde4uate- y�. 8' Controlling Factor: Moment of Inertia/Depth Required 12.15-In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.20 IN Live Load: „ LLD= " 0,37 IN=U561 Total Load: TLD= .„ 0.57 IN=U367 Reactions(Each End): Live Load: _ LL-Rxn= 2363 LB Dead Load: DL-Rxn= 1248 LB Total Load: TL-Rxn= 3610 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.38 IN Beam Data: Span: 'L= 1,7.5 FT Maximum Unbraced Span: Lu= - 0.0 FT Pitch Of Roof: RP= 12 12 Live Load Deflect. Criteria U 300 Total Load Deflect. Criteria: U 240 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.5 FT Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Roof Duration Factor. Cd= 1.15 Beam Self Weight: BSW= 15 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 17.5 FT Beam Uniform Live Load; ¢` wL= 270 PLF Beam Uniform Dead Load: wD_adi= 143 PLF Total Uniform Load: wT= A13 PLF Properties For: 1.9E Microllam-.Trus Joist-MacMtilan.r Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E 1900000 PSI Stress Perpendicular to Grain; Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'=. 2928 PSI Adjustment Factors: Cd=1.15 Cf4.98 Fv': Fv'=' . 328 PSI Adjustment Factors:Cd=1.15 ." Design Requirements: Controlling Moment: M= ° ' 15795 FT-LB 8.75 ft from left support ' Critical moment created by combining all dead and live loads. Controlling Shear. q V= 3610 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): k' Sreq= 64.73 IN3 m - S= . 114.33 IN3 Area(Shear): Areq= 16.52 IN2 A= 49.00 IN2 Moment of Inertia(Deflection):' Ireq= 523.63 IN4 800.33 IN4 Roof Beam[99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003 : 1:50:06 PM �j ����cati n(:2'��12-5yRiBGE-BEAD@:.G�T:�E'L1�1�C7�si.] Summary: fLf� z�4 0�11�: 9L-5°FT/-°I°�9tlllcrollm-? rus Joist�MacMiltan-s section A'dey aue-�y 6 9/o Controlling Factor: Section Modulus/Depth Required 10.87 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.20 IN=U769 Total Load: TLD= 0.29 IN=U513 Reactions(Each End): Live Load: LL-Rxn= 1688 LB Dead Load: DL-Rxn= 843 LB Total Load: TL-Rxn= 2531 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.93 IN Beam Data: Span: L= 12.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof RP= 12 : 12 Live Load Deflect. Criteria: U 300 Total Load Deflect. Criteria: U 240 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.5 FT Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 8 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 12.5 FT Beam Uniform Live Load: wL= 270 PLF Beam Uniform Dead Load: wD adi= 135 PLF Total Uniform Load: wT= 405 PLF Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2928 PSI Adjustment Factors: Cd=1.15 Cf=0.98 FV: FV= 328 x 'PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 7909 FT-LB 6.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2531, LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 32.41 IN3 S= 57.17 , IN3 Area(Shear): Areq= 11.58 IN2 A= 24.50 IN2 Moment of Inertia(Deflection): Ireq= 187.29 IN4 1= 400.17 IN4 j i Roof Beam[99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:07 PM tec= 'N'fSS_Locat3.)~vOEt - O® Summary: L,SLA-X-J: e 5:25-F-/#2�Spruce=Pine=Far ftt- eS S tion X i quat�-By:34p9°3�Controlling Fa or. Area epth Required 5.37 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.03 IN=U2049 Total Load: TLD= 0.04 IN=U1492 Reactions(Each End): Live Load: LL-Rxn= 315 LB Dead Load: DL-Rxn= 118 LB Total Load: TL-Rxn= 433 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.68 IN Beam Data: Span: L= 5.25 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof. RP= 4 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: L/ 200 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 3.0 FT Roof Live Load-Side Two: LL2 30.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 3 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 5.25 FT Beam Uniform Live Load: wL= 120 PLF Beam Uniform Dead Load: wD adi= 45 PLF Total Uniform Load: wT= 165 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M=' 568 FT-LB 2.625 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 433 LB . At support. Critical shear created.by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 5.64 IN3 S= 13.14 IN3 Area(Shear): Areq= 8.06 IN2 A= 10.88 IN2 Moment of Inertia(Deflection): Ireq= 6.39 IN4 1= 47.63 IN4 Roof Beam[99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003 : 1:50:07 PM col .. 9S'.S=L5�wia;..(.'3 5r2 P.S?EZC Q F=OAP '10. { C6 Summary: Srp cefirimmr—[7ry-Use Svg ion-AdegaataMr Controlling Factor:Area/Depth Required 3.24 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.04 IN=U1789 Total Load: TLD= 0.05 IN=U1292 Reactions(Each End): Live Load: LL-Rxn= 315 LB Dead Load: DL-Rxn= 121 LB Total Load: TL-Rxn= 436 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.34 IN Beam Data: Span: L= 5.25 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 200 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 3.0 FT Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 1.0 FT Roof Duration Factor. Cd= 1.15 Beam Self Weight: BSW= 4 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 5.25 FT Beam Uniform Live Load: WL= 120 PLF Beam Uniform Dead Load: wD-adj= 46 PLF Total Uniform Load: . wT= 166 PLF Properties For:#2-Spruce-Pine-Fig Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): #." " Fb'= 1308 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Fv': FV= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 573 FT-LB 2.625 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 436 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): L Sreq= 5.25 IN3 S= 15.13 IN3 Area(Shear): Areq= 8.13 IN2 A= 16.50 IN2 Moment of Inertia(Deflection): Ireq= 6.44 IN4 1= 41.59 IN4 Roof Beam(99 BOCA National Building Code(97 NDS)1 Ver: 5.07 Bv:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:08 PM eWhg t-KNfiSS=——5—W '08A S 75�'*POReH-R66fr Summary: �1�5�tTTs'%-?�'rIV 3"ecliob:�dSittey95 2° Controlling Factor:Area/Depth Required 4.13 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.03 IN=U2495 Total Load: TLD= 0.04 IN=U1799 Reactions(Each End): Live Load: LL-Rxn= 216 LB Dead Load: DL-Rxn= 83 LB Total Load: TL-Rxn= 299 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.47 IN Beam Data: Span: L= 5.75 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof. RP= 4 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 200 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DO= 10.0 PSF Tributary Width-Side One: TW1= 1.5 FT Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 3 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 5.75 FT Beam Uniform Live Load: wL= 75 PLF Beam Uniform Dead Load: wD_adi= 29 PLF Total Uniform Load: wT= 104 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 FV: FV= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 430 FT-LB 2.875 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 299 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 4.27 IN3 S= 13.14 IN3 Area(Shear): Areq= 5.57 IN2 A= 10.88 IN2 Moment of Inertia(Deflection): Ireq= 5.29 IN4 1= 47.63 IN4 Combination Roof and Floor Beamf 99 BOCA National Building Code(97 NDS))Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:08 PM iP aCe "pC-td��--i-ara ionT�6�7 0-�EA1�ER'BI�@CSN=EVERMBAM Summary: SiraeryF-=-13 ''3 %El i�-�'�ewe-BV=2'8'MSG=nDntrollin4 Factor:Area/Depth Required 7.18 In P *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.03 IN=U2497 Total Load: TLD= 0.06 IN=U1304 Reactions(Each End): Live Load: LL-Rxn= 604 LB Dead Load: DL-Rxn= 553 LB Total Load: TL-Rxn= 1156 LB Bearing Length Required(Beam only, Support capacity not checked), BL= 0.91 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 4.5 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: - RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 30.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 1.25 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 75 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 135 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 64 PLF Floor Uniform Live Load: wL-floor= 38 PLF Floor Uniform Dead Load: wD-floor- 13 PLF Beam Self Weight: _ BSW= 7 PLF Combined Uniform Live Load: wL= 173 PLF Combined Uniform Dead Load: wD= 76 PLF Combined Uniform Total Load: . wT= 330 PLF Controlling Total Design Load: wT-cont= 330 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: . Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors Cd=1.15 Cf=1.10 Fv': FV= 81 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 2024 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1156 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 21.94 IN3 S= 42.78 IN3 Area(Shear): Areq= 21.55 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 45.52 IN4 1= 197.86 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS))Ver: 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 09-17-2003 : 1:50:09 PM °�Kte[tSS <t-oc�atitsn—C1 5�7S M 8°ASE,MNT_-W-IW-Ci4Thi-SIDti?7 Summary: �(f2.2:'�1.��ac 6�1:19i.5:Z5�!�9:E,11"I!"""collaJ.o acMa!!a"�at S�eec�ttion-Adegtrate-6y -2__ °/is7 Controlling Factor: Moment of Inertia/Depth Required 5.13 In Center Spin D ec ifs one Dead Load: DLD-Center= 0.10 IN Live Load: LLD-Center= 0.09 IN=U788 Total Load: TLD-Center- 0.19 IN=U369 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 898 LB Dead Load: DL-Rxn-A= 1037 LB Total Load: TL-Rxn-A= 1935 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.74 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 629 LB Dead Load: DL-Rxn-B= 834 LB Total Load: TL-Rxn-B= 1463 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.56 IN Beam Data: Center Span Length: L2= 5.75 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 5.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 156 PLF Point Load 1 Live Load: PL1-2= 883 LB Dead Load: PD1-2= 669 LB Location(From left end of span): X1-2= 2.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 112 PLF Left Dead Load: TRD-Left-1-2= 53 PLF Right Live Load: TRL-Right-1-2= . 112 PLF Right Dead Load: TRD-Right-1-2= 53 PLF Load Start: A-1-2= 0.0 FT. Load End: B=1-2= 5.75 FT Load Length: C-1-2= 5.75 FT Properties For. 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3225 FT-LB 2.013 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear. V= 1935 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 . Comparisons With Required Sections: Section Modulus(Moment): Sreq= 13.39 IN3 S= 17.65 IN3 Area(Shear): Areq= 10.18 IN2 A= 19.25 1N2 Moment of Inertia(Deflection): Ireq= 39.43 IN4 1= 48.53 IN4 i Multi-Loaded Beam(99 BOCA National Building Code(97 NDS))Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:09 PM co4��t�C4�'CSS�Loc�tin'" )'3-5�-HE�46ER-BM@� i'BDE�A��•�"N�4J�C)�IN Summary: 0-2==-1 2 CI x.3>5' -l#'1---Swruc �iA rr=.Die S=M0MdTeaua V'-20T 330 Controlling Factor:Area/Depth Required 9.33 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center- 0.00 IN=U8609 Total Load: TLD-Center= 0.01 IN=U5351 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1182 LB Dead Load: DL-Rxn-A= 777 LB Total Load: TL-Rxn-A= 1958 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1.02 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1182 LB Dead Load: DL-Rxn-B= 777 LB Total Load: TL-Rxn-B= 1958 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.02 IN Beam Data: Center Span Length: L2= 3.5 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 75 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 87 PLF Point Load 1 Live Load: PL1-2= 2363 LB Dead Load: PD1-2= 1248 LB Location(From left end of span): X1-2= 1.75 FT Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1006 PSI Adjustment Factors: Cd=1.00 Cf=1.00 Cr-1.15 FV: Fv'= 70 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3293 FT-LB 1.75 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 1958 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 39.27 IN3 S= 94.92 IN3 Area(Shear): - Areq= 41.96 IN2 A= 50.63 IN2 Moment of Inertia(Deflection): Ireq= 29.94 IN4 1= 533.94 IN4 i Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By: Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003 : 1:50:10 PM anER-slr�h�rEafflG1�lRm. Summary: �5�1�7ac 5 �( '" FT=r✓=1 9E-Mic oJlar : assr--IlAac.Ltxt-UM on"'duafeJ3.�yT4"4' °!o Controlling Factor. Moment of Inertia/Depth Required 4.87 In Center Span Deflections: Dead Load: DLD-Center= 0.10 IN Live Load: LLD-Center= 0.08 IN=U962 Total Load: TLD-Center= 0.18 IN=U432 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1202 LB Dead Load: DL-Rxn-A= 1310 LB Total Load: TL-Rxn-A= 2511 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.64 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 565 LB Dead Load: DL-Rxh-B= 891 LB Total Load: TL-Rxn-B= 1456 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.37 IN Beam Data: Center Span Length: L2= 6.5 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom.of Beam: Lu2-Bottom= 6.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 9 PLF Total Load: wT-2= 159 PLF Point Load 1 Live Load: PL1-2= 1182 LB Dead Load: PD1-2= 777 LB Location(From left end of span): X1-2= 1.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 90 PLF Left Dead Load: TRD-Left-1-2= 60 PLF Right Live Load: TRL-RightA-2= 90 PLF Right Dead Load: TRD-Right-1-2= 60 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 6.5 FT Load Length: C-1-2= 6.5 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 Fv': Fv= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3432 FT-LB 1.755 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 2511 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 14.24 IN3 S= 26.47 IN3 Area(Shear): Areq= 13.22 IN2 A= 28.88 IN2 Moment of Inertia(Deflection): Ireq= 50.55 IN4 1= 72.79 IN4 Multi-Loaded Beamf 99 BOCA National Building Code(97 NDS)1 Ver: 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 09-17-2003: 1:50:10 PM rW—a§--L-o-cAmzt��R-BNP@tN_fW/eWT'I;_-_8IQI 1'Sl_-F!tR Summary: o�sthVtac751f'tLC� She ttorr-Adear�ataay: t_".0°Yo Factor: Section Modulus/Depth Required 3.88 In Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.02 IN=U1966 Total Load: TLD-Center- 0.03 IN=U1181 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 883 LB Dead Load: DL-Rxn-A= 669 LB Total Load: TL-Rxn-A= 1552 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.59 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 883 LB Dead Load: DL-Rxn-B= 669 LB Total Load: TL-Rxn-B= 1552 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.59 IN Beam Data: Center Span Length: L2= 3.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 156 PLF Point Load 1 ' Live Load: PL1-2= 1688 LB Dead Load: PD1-2= 850 LB Location(From left end of span): X1-2= 1.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 26 PLF Left Dead Load: TRD-Left-1-2= 7 PLF Right Live Load: TRL-Riqht-1-2= 26 PLF Right Dead Load: TRD-Right-1-2= 7 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2=. 3.0 FT Load Length: C-1-2= 3.0 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2116 FT-LB 1.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 1552 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 8.78 IN3 S= 17.65 IN3 -Area(Shear): Areq= 8.17 IN2 A= 19.25 IN2 Moment of Inertia(Deflection): Ireq= .12.33 IN4 1= 48.53 IN4 i Columnf 99 BOCA National Building Code(97 NOS)1 Ver: 5.07 v By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 09-17-2003 : 1:50:11 PM t•-KNt�S—'L�tior�2®�©L_-�_5_�IPPS�T-@-FRE____=_N�1�-Qf3�. Summary: �S-FN- -S-IN�c 20-0-F-T-/#2--©` tc5�" as-ir arc=Dry ;s_ee eacra - 6% "Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 2363 LB Dead: Vert-DL-Rxn= 1386 LB Total: Vert-TL-Rxn= 3749 LB Axial Loads: Live Loads: PL= 2363 LB Dead Loads: PD= 1248 LB Column Self Weight: CSW= 138 LB Total Loads: PT= 3749 LB Eccentricity(X-X Axis): ex-- 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Length: L= 20.0 FT Maximum Unbraced Length(X-X Axis): Lx= 20.0 FT Maximum Unbraced Length (Y-Y Axis): Ly= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section(X-X Axis): dx= 5.50 IN Column Section(Y-Y Axis): dy= 4.50 IN Area: A= 24.75 IN2 Section Modulus(X-X Axis): Sx= 22.69 IN3 Section Modulus(Y-Y Axis): Sy= 6.19 IN3 Slenderness Ratio: Lex/dx= 43.64 Ley/dy= 0.0 Properties For:#2-Douglas Fir-Larch Compressive Stress: Fc= 1350 PSI Modulus of Elasticity: E= ' 1600000 PSI Bending Stress(X-X Axis): Fbx= 900 PSI Bending Stress(Y-Y Axis): Fby= 900 PSI Adjusted Properties: Fc': Fc'= 243 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cp=0.16 Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+ D) Compressive Stress: fc= 151 PSI Allowable Compressive Stress: Fc'= 243 PSI ' I I MAScheck COMPLIANCE REPORT I t Massachusetts Energy Code I Permit ## } MAScheck Software Version 2.01 Release 3 I I I I I Checked by/Date I I I TITLE: Guest Cottage CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-17-2003 DATE OF PLANS: 9-17-03 PROJECT INFORMATION: Kniss Residence 1058 Main Street Cotuit,MA 02635 COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 COMPLIANCE: Passes Maximum UA = 319 Your Home .= 318 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 732 30.0 0.0 26 CEILINGS: Raised Truss 116 30.0 0.0 4 WALLS: Wood Frame, 16" O.C. 1786 13.0 0.0 146 GLAZING: Windows or Doors 289 0.320 92 GLAZING: Skylights 40 0.300 12 DOORS 0 0.280 0 FLOORS: Over Unconditioned Space 804 19.0 0.0 38 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined usi g the applicable Standard Design Conditions found in the Code. The HVAC uipmen selected to heat or cool the building shall be no greater tha 125% o t e design load as specified in Sections 780CMR 1310 an �J4.4. Builder/Designer Date ` \ _ VILLAGEo�y� � PERMIT# E LOCATION AV MAP&BLOCK INSPECTION TYPE �rl , t. f, TELEPHONE CONTACTPUI _ 11 Fael "Z 9, Be -'e-P ,gcak -9 rA ItS` r`i7-:fir 4&4-/ pk g )e C v !�K �i9.Q,'r✓� °F,MF,°,,� The Town of Barnstable BARNSTABLE. • Department of Health Safety and Environmental Services 9 MASS. 0I t63q' �0 plEUMP'�° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection f IZPlq�q Location l 0 !! Permit Number 71a3 5� Owner Builder T L P#h6Q V One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 9 LAY Y 1Oc K. 0-e R lA/4 l �1'1"'T—rNPAZLoc 4T,' ct/ Mai,A Roo R s w 1'T N O q) F,'P--e91ot*'- cezwne , 14Ao ""�J Af 4 Al < TIVI k> Please call: 508-862-4038 for re-inspection. Inspected by Date ➢ 917� S SiR6. ar..µ. ; 4 � � , 0 g Anl A sn wur • +o o-.wr evr ___ xwwar L ag 0 ade y e v.. o • �a r 3 � U u g roan L c £ o i EEDRM.-I uVIKS RH .«o A m . F I Y ` W ' t � ' BASEMENT FLOOR PLAN FIRST FLOOR P L A N - - •6 MEIN •r X ' •-_----._�------------------------------' SMOKE DETECTORS O.K. P = -- -- ------ --- ----------- d out WtA tu LE BUILDING D tz w w: luo 0Q ,. . ��--• Q w z R C � ] __ __ LPEN � O4) C Q F,^ L F a •-• U I w Z N g `A e EC ONO FLOOR PLAN B —1 I\\$ �� or 4 �o m p kk kit WE5T ELEVATION _ NORTH ELEVATION ED v pW H z . g i i Q F= O W— V -- C Q Q _._._. _._. ❑ — — — -- —— Qlll a j Mtn UJ stir w� .---------------.----------------------—....__.__-........_.................�. I ---_..-..._ bu ann.O.aaV r E A S T E L E V A T I O N 5 0 U T H E L E V A T I O N - - ec..e, N 0 t z .t 0 •; : : : -t 1pri� Z ..L j .... - _'_---. a FOUNDATION PLAN FIRST FLOOR FRAMING PLAN -- ----------- § it - --- --- _ _ _ •---••----. — ozw: 1= Qw ET d42Q wQ 4 ip - g i h ::: Z it - -- aL J 5 E`c O N D FLOOR FRAMING PLAN ROOF,F R A M I N G PLAN ��• � A-3 H t as ;mom ciP,°�va DL L 8 J& "" Q m DAM s E,,.T 1 ON° n SE,e.T.ON_° n e E.CT ION° �1 - . r MIS $WA .a zw FN �z wW gw Yd) QQ �T J 'I QW �< ~ WIN LU In DETAIL �, DETAIL DETAIL �1 DE`A1IL ° �, $� d°+• .,...... ° , , ., A-4 4 °I 4 r - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map Parcel f. Permit# 1 Health Division �-5 11t2 Date Issued/" , Conservation Division r !® Application Fee U� ?U Tax Collector �. Permit Fee —� Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 10 SV- A v%A.4 Village C c T K � i Owner Z:c t-t A Xi�;, k-41 s S Address Cam 2 AL-o, tIlr`'� CA Telephone --7 4 G z-9 C Permit Request 17 to c �. 7 t�7 -0: 'i ? ® s-4 L. {>,Z ri I&,,_ L IS 2c/1n 1 T"� S' % at.A_c1L4-M r #4 O F,C2 'Q"P rg i C rI 4- Rye �dAM - Square feet: 1st floor: existing "? pa proposed 2nd floor: existing �; o® proposed ® Total new 4o Zoning District Flood Plain o Groundwater Overlay ; Project Valuation "i a o® Construction Type v D F(?4,KZ_ Lot Size a Grandfathered: XYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Lt rl o-CdZ u o$ Age of Existing Structure r-1 r Historic Houser ❑Yes W No On Old King's Highway: ❑Yes XNo Basement Type: ;XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 31ro Basement Unfinished Area(sq.ft) 3 �� Number of Baths: Full: existing new 1 Half: existing new Number of Bedrooms: existing new �— Total Room Count'(not including baths): existing new First Floor Room Count Heat Type and Fuel: O Gas 0 Oil ❑ Electric ❑Other Central Air: *Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes )gNo Detached garage:0 existing ❑new size wool:❑existing ❑new size /Barn:O existing ❑new size Attached garage:0 existing 0 new size. / Shed:❑existing ❑new size �Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes )fNo If yes, site plan review#. Current Use Proposed Use BUILDER INFORMATION Name 4rrsrz Telephone Number 47-0 _9'sc,3 l Address y o o K 4 Go License# b q-t 0 3 cam^ *A Home Improvement Contractor# i i U Ll irS Worker's Compensation# 3(.,a 1 i34Z-ro 4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 me- SIGNATURE DATE 1 t Za Ia FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE - OWNER r DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -- GAS: ROUGH FINAL - ti FINAL BUILDING DATE CLOSED OUT* _. ASSOCIATION PLAN NO. t , The Commonwealth of Massachusetts Department of Industrial Accidents* - 660 Washington Street - y ► : Boston,Mass. 02111'. Wkers' Co m en§ation.Insurance Affidavit=General Busfnesses Nu• ;a ��a.,.irk,°Ye,,ytrsr• .. :.T�.'r+"°'4F3•r"T•r.•�:• �. ... �,•j� -� s wis§3 n•?t�_•y max. ' ,. address; O a .d� C. 4 9-- ra c — a -r state•' Zip: •4 fo�S vhone# "I Z O S 3 6 3 work site locaticrt fall address : ❑ I am.a sole proprietor and have no one Business Type: El Retail❑RestaurantBai/Eating Establi shment working in any capacity. ❑ Office❑ Sales(mcluding.Real Estate,Autos etc.)' I am an em to er with �- ern to eesfull& art tim ❑ Other I am anemployer providing vtorkers' compensation for my employees worlssng on this fob. �,•• �e 'i. ••)�. :��'�.�;..�..:�?���'��1��•;' 1st a:ram F7'+�7`Gy.�'��' :i; rmm aIlV iisine •t ..� •.c ''y:• ..i::- of;.-, a°•. �:•<C? •''�+i.:'{.cr �i•Sr:•?�. .:.. _ eaare' x. ..t:. 'ly.'. •:a. y`. ,.p'r.. .Slit•!•. •R.• +rit •t•. phone.#•'; �;'tfS`r` '-i' b . c"r�•• .. i :: city—_ •G. ' t •.: �;:^:� .. ' '.•. ,' s w.14 N':.,J•.,.fS:y ,.y i'is>�,.:k:.. 011 # ME Insiirarice.cos,:... .. t:..' . /%//. ' ❑ I am a sole proprietor and have hired the independent contractors listed below who have the following workers' ; compensation polices: ,:'' P:' •�.•i-' .. H• f S �'• DIY. _il,.' ..r.r,.�' ..1!•.. ::fM1• •"•n •name.. ,a. •,, Corn a •- r 4' •• " '+' •:.•, r•t�.-lr:J.{. eaaress: :ySi P one rv• ,/:a _ :l �7y...;4•�'t'N`:8;�q''.. t�?. r': 'i' .1� •1� _ _.~�, �:�•?'- 'i�+ .'7;:• r.lr••.'•.7'.•r:'.'N�{:t' r'O-l1C s#�'• '..++:a•v::;� `{*i.,:i.� Insurance co. ;•: ->b'' //�%G////%/// ..t .tY _.i, - w:�... ::...++:°�:+ ir.•. �i�td'6. •1't• coin ali. na»te9a.�, .. . . ••.,�• _ CI .:r>.... .:'L:. ''i..•i.1: '°'' •.j.• •il.:++.:��• .' •}y��•,c: '.1:;'�+.. a;,.:t'.:f,'' :ti•i .•µo-:. +r ..�. .. • .�i• .'t, — .:t4. ,t5:•.' r i'• +- 't. ar+ iiSsureace�so'+i Failure to secure coverage s9 required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me, I understand that$ copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. I do hereby certify ujLder the pains and .nald of perjury that the information provided above is Prue and correct c Signature �` Date Print name `J fc'_ 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 ❑Licensing Board ❑•checkif immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other ed Sept 7003) _ . 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 mare of the foregoing engaged in a:joint enterprise, and including the legal representatives of a deceased,employer, or the receiver or rtners , association or other legal entity, employing employees. *However the owner of a trustee of an individual,Pa. �P dwelling house havingnot*more than three apartments and-who resides therein, or the.occupant,of the dwelling house of another who employspersoris to do.maintenance, construction or repair work on such dwelling house or on the grounds or ereto shall not because of such.employment.be deemed to be an employer. building appurtenant th ., 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 t�e insurance requirements of this chapter have been presented to the contracting . authority. applicants Please fill in the workers'compensation affidavit completely,by checking the box that applies to your situation :Please supply company n:arne, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department•of Industrial Accidents-for confi=tion of insurance coverage. Aho'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 Deparment of Industrial Accidents. Should you have any questions regarding the"Iav�' or if you aie required to obtain a workers.'•compensation policy,please call the Department at the numberlistt:A below. 0/011 City or Towns . Pleasebe sure that the affidavit is complete andprinted legibly. The Department has provided a space at the bottorri 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 fain the Permit/license number which will be used as a reference number. The.affidavits;may.be.returned to the Department rnail or FAX.unless other:arrangements have b een 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.- VON The Department's address,telephone and fax number: . , The Commonwealth Of Massachusetts- Department of Industrial Accidents efface of hevesffgatiens 600 Washington Street Boston,Ma. 02111 fag#: (617)727-7749 phone#: (617) 727-4900 ext:406 of ,E rot Town of Barnstable ,• • �' �• °� Regulatory Services a sr st , Thomu P.Geiler,Director qua 019. k��� Building Division • Tom Ferry,Building Commissioner ' 200 Main Street, Hyannis,MA 02601 , Office: 508.862-4038 Fax: 508-790-6230 Permit ono. Data ' AF�AYJT` . EEO=IMPROVEMENT CONTRACTOR LAW- SUPPLEMENT TO PERMIT KULICATION MGL 0.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, •improvernent,removal,demolition,or construction of an addition to any pie-existing owner-occupied bupug coatainm'g at least one but not more than four dwelling units or to structures wbieli are adjacent to •• such residence or building b e done by registered contractors,with certain exceptions,along with other requh=ents, , Type of Work: -I-&%A CT Estimated Cost C -0 ' Address of Work: Owner'B Date of Application• + z u vv� '- . I hereby certify that: Registration is not required for the following reason($); ' ❑Work excluded bylaw []Job Under$1,000 []Building not owner-occupied - []Owner pulling owu permit Notice is hereby given that; OARS PULLING THEIR OWN HRMIT OR DEALING WITH UNREGISTERED CONTj:LkCTORS FOR ATPLIC4 i HOME IMPROVEMENT WORKDO NOT E.AYE ACCESS TO THE AMITRATION PROGRAM OR GIIARANTX FUND UNDER MGL c.142A, SIGNED MERPENALTMS OF PEP UR ' Ihereby apply foi a permit as the agent of the owner: to 4 9.5- Data Contractor Name Registration No. OR . Owner's Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE L{ID square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 yo4 xa rog� Town of B arn..stable . o� eguXatory Sexices 't Thomas B.Geiler,Director 9� h Building Division rFD � TomFerrY, Building Commissloner • 200 Main Street, Sys,MA 02601 . --- Vnm tawn.barnstable.ma-us -- Fam 508-790-6230 Office: 508=862-403 8 �. ::.,. :....: T. Property QwnerMust Complete and Sign TMs Section _.. If using ABuilder as Owner of the subject property v � �L� ��• to act on mybe}aalf; hereby authorize • ' in all=natters relative to workauthorized bythis building permit application for, _ tAddxess of Job) Date. - g' of Owner . �rjnt l�Tame .. - fie •�jaurea�c a� ac`usaeUd Board of Building Regulations and Standards lugHOME IM�OVEMENT CONTRACTOR Re istrYr 0485 I2006 f �S GROVER& STEVEN McELHB ___ 523 MAIN ST COTUIT,MA 02635 Administrator r Tk r�omvmo�uaea BOARD OF BUILDING REGULATIONS j Licemse: GQNSTRUCTION.SUPERVISOR u Numw berw�`.. 047693 BJ,107t 3 958 Tr.no: 6998.0 Reift, STEVEN P MCEN)E' PO BOX 282 COTUlt, MA 02635 J- Administrator 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map t� Parcel 6 5-7 Permit# (Q 0 62 8 � Health Division -� ;94 �j SS� Date Issued I - 29 - Conservation Division Application Fee 6W Tax Collector c'/j�� © b �c - =1��9�03 Permit Fee ? Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE VlIITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL C®CE ANL Historic-OKH Preservation/Hyannis Project Street Address 110 S-r [M 4, r4 Village C'_v T--k-i T- Owner t t- z [s 5 Address g o S S-� R ^J S-T- Co Telephone Permit Request F;rP•, r- Ta ftZ e— C ✓a-M Ac-c-# r,--F j Ld FGi J6-, Z 7 P u�5 t d-}?T�.�17 _,tr F�.Z *14-., Square feet: 1st floor: existing proposed 2nd floor: existing proposed i1_ To aWnew Zoning District Flood Plain Groundwater Overlay ! Project Valuation coo Construction Type � n rV Co Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting 0cumen`91ion.m Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure fo X& Historic House: ❑Yes JW No On Old King's Highway: 0 Yes A No Basement Type: AFull ❑Crawl ❑Walkout Cl Other 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 Room Count -Heat Type and Fuel: P Gas ❑Oil O Electric ❑Other Central Air: ❑Yes §1 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage:O existing ❑new size Pool: 0 existing 0 new size Barn:O existing ❑.new size Attached garage:0 existing ❑new size Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes ❑No 1f yes,site plan review# Current Use Proposed Use BUILDER INFORMATIO Name 'ru��[ w�C�e,E[�n1-1 . G 2v-�EZ r Telephone Mne Nu - Zo -� . 4�i a epho a Number �"-� v 3 Address i2 uw Je S-a License# 64,1 Gc7 3 _ toY� .7- ✓vL a Home Improvement Contractor# r!o ens Worker's Compensation# ©goo •-3 o-s -- a o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -6i0,eS,--A i�-X, SIGNATURE DATE e 125 `63 FOR OFFICIAL USE ONLY t � PERMIT NO. DATE ISSUED MAP/PARCEL NO.'I t ' ADDRESS ' VILLAGE r - -- OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION T • f � FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL l' GAS: ROUGH U •{ FINAL . FINAL BUILDING �' = DATE CLOSED OUT r ASSOCIATION PLAN NO. i 1- ^: ?lie Commonwealth of Massachusetts —i� —•= Department of Industrial Accidents � — ; , '� , 0117ceollmas�sl7oas . 600 Washington Street . Boston,Mass. 02111 Workers' Com ensation Imnrm=Affldavit e: ocati= city phone f ❑ I am a homeowner pedmning all work myself , ❑ I am a sole 'etor and bave_no one in anygig caaty . ten this'ob. 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Famas to sea=s�p as eequu cedar Becdoa=of MGL=eaaleoi to fhe asttioadsftteei peaadtfs ota Me up to dI.S00.0o mdlor aaw yyeas'bnplb as wen as dvu Paum c is tho form of a b"MP WOBS "11 and a fta otnNn a dg agabot m+d I�dastsrd a togs of this statsmmt may be torwardsd to the OMw of brradgxd ®of�D7A Lor.emas��odtad I do hereby catifY uncle thr plena mrd pfataTtia ojperjrrry p did abasr u ttua ind correct Dabs mpatore Psmt name g�v Z.,+ w►c g jt En•(vj oindal ens only der not wrfta is this area to be completed by dty er Iowa ot'>ldal dty cr town: P ` ❑Ltemaai epsrtmmt $oacd ❑checkltftamwufs r`sPOnse is regmred ❑OS���spsr=e0t $with De Pim°1!' — 0Othsr contact person: ' (terw 0193 PIA) Information and Instructions 4` Massachusetts General Laws chapter 152 section 25 requires all.employers to Provide workers' compensation for th.�.r employees. As quoted from the."law", an employee is defined as every person in the service of another under nay cq113_-_--�: of hire, express or implied, oial or written. An emplover is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the-forezo=9 engaged in a joint enterprise, and including the legal represeatarives of a deceased employer, or the recerver trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartromt and who resides theta,or the accupant ofthe dwelling house of another who employs persons to do maintenance, consuacdon or repair work on such dwelling house or on the cmtmric Cr_ building appurtenant thereto shall not because of such empioymcat be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local.licensing ageney.sball withhold-the issuance or renewai 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,red the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public wow until acceptable evidence of camplianca with the insurance regmremc=of this chapter bave been presented to the authority. - J FIRE W111: -Applicants A=tion and Please fill is the workers' campeasatina affidavit completely,by cbeclang the.box that applies to your si supplying company names,address and phone mmzbcrs along with a cettificate-of insurance as all affidavits may be submitted to the Department of Industrial Acadcats for nn ofinsraaa coverage. Also be sure to sign and - �? date the affidavit The affidavit should be.retuned to the cry,or tow a that the application for the permit or license is being requested,not the Depaatat=of Industrial AcciderdL Should you bane any questions regarding the"law"or if you =required to obtain a workers'compensation poucn please call the Department atthe number listed below. . City or Towns _ _... _. ..,. . ' Please be sure that the affidavit is complete and ptiatai legibly. The Departmc has provided a space at the bottom of the affidavit for you to fin oat in the event the Office of -has to amact you regarding the appiica= Pl-ue be true to fill is the pemrhlIicease number which wdI be used as a refe:et:ce nu Th mber. e affidavits may be rc=i a t- n the Department by mail or FAX unless other=angemeats have been made. The 0$tce of Iavestizations would like to thank you in advance for you c oopmatiaa and should you have any questions. please do not hesitate to give us a call. ,are The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents amce of tmtesduadOo= 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 I �P��FtHE 1pk�o Town of Barnstable y Regulatory Services BARNST'BLE, " Thomas F.Geiler,Director 9 MASS. $ - 039..�a�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type.of Work: Iz bovi$stimated Cost 46a 0 '- Address of Work: 10 C 1{ C,'T Owner's Name: '� G Date of Application: a ZS/G 3 I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑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: iIz-c; )03 5 �� , Li-���t�f r� b4 S�s Date Contractor Name Registration No. OR Date Owner's Name Q:fortns:homeaffidav i Board of Building Regulations and Standards HOME 144 ,VEMENT CONTRACTOR Req►strat�ti 3-10 85 /2004 yYP =4ndLidual •��'i�lA'�N�� eT �� 1 BOARD OF BUILDING REGULATIONS License CONSTRUCTION-SUPERVISOR Number�-:ZS\. 047693 Bkrthtlate 9l231-195 Expires L9/ 3/2GJ03 Tr.no: 5442 ` Restricted;`,1G ;.1! STEVEN P MCELH"NI( PO BOX 282 y.,. COTUIT, MA 02635 `` - Administrator i =� Assessor's Office(1st floor) Map Parcel it# /a 1 to(p -:; " Conservation Office(4th floor)(8:30- 9:30/1:00- 2:0 D to Issued /tI q4 Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) Engineering Dept. (3rd floor) House# _ �t 19 TOWN OF BARNSTAB6 ©�'�� ®�� - Building Permit Application Xroject Street Address 3 Village ,tom a �wner �1 C�1-4L� l t� 2� �1. N1 S Addressdt.b _:; le one (91�) 2.1 8c✓ ermit Request - �--TT 1��[! p l�l O '�-IsT(W�_�Ct�� _ --41F," k: IwTV4., , - // sr_ � d � UT-f, -,4irst Floor , - /2 -6 square feet Second Floor 77— square feet - stimated Project Cost $ , 6d Zoning District Flood Plain Water Protection /(!� 11XLof Size 5/2 Grandfathered ? 7� Zoning Board of Appeals Authorization Recorded Current Use ,���i�°r/ �/ Proposed Use /P/Zn5 Construction Type Commercial 4ZA Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Aw • ,0S Basement Type: Finished Historic House Unfinished Old King's Highway 0 Number of Baths No.of Bedrooms Total Room Count(not.including baths) First Floor c? Heat Type and Fuel Central Air yp ,�/�rt Fireplaces Garage: Detached %,14> Other Detached Structures: Pool .Alo Attached Barn None Sheds Other0 Builder Information v. /Name telephone Number. ddress L/)i 112 :/license# eo9,5�'A�Q!3 _I-gome Improvement Contractor# /Worker's Compensation# ����3�0© NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE - BUILDING PERMIT D NIED FOR THE/71LLOWING REASON(S) FOR OFFICIAL USE ONLY _ PERMIT NO. 67 DATE ISSUED MAP/PARCEL NO. ADDRESS ' VILLAGE { OWNER DATE OF INSPECTION: 4: , � , 6 t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH f FINAL f = •, - ,._ GAS: ROUGIh ,,, - FINAL " + FINAL BUILDINGI `� DATE CLOSED OUT % A:, i ASSOCIATION PL,NNO..r ,+, `t----� - f 1 M �� /����pp C� �Vv � 1 z� -� � �� � � � _. _ � .� co cc co rri co cm CY) CA) cc cc C.0 ------------ -- -------------- IUd V G, us 15vv �o ` 4 �VU;2- L a Ll xel.' 8f ELM tA1JIL �-?p --t ALwJ G- 'Fizo ej r 5�67TWA �wNm �7 ��Gl�d� 17. }, �LIZAB� �I��`fL�J�I ktJ14S 1W FL z2,wq5 OF LA lu e4� pl c` RICMRO� 4-411I L ILL-I =74 Suu!vaIV �°, 8 eaz ER tlo. 29733 �f�Z A ' le The Town -of Barnstable- The �P Department of Health Safety and Environmental Services Building Division r 367 Main Sheet,Hyannis MA 02601 O&oc 508-?90�Z27 Ralph Cttnxa F= 508-775 3344 Bt> g C,ommz, For office use only Permit no. Date AFFIDAVIT SOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERK[T APPLICATION MGL c. 142A requires that the"reconstruction,alterations,,renovation,mpair,mod�tiou,convecston, impr+Qveme�.nstto�al, demoIitian, or consuuction of an addition to nay pre�s� owner �� building containing at least one but not more than four dwelling units or to SMUCUUCS which 2= with other to such residence or building be done by registered coau oe:a=s,with tain coceptions, g requirements. . V//T;pe of Work: . 6�ZEst. Cast D ,,XAA'ddress of Work: AF,12� �� Ste" �1�i�,= /��4 5z�� Owaer.Name: lvzof�4-_l 4�IL ate of Permit Application: to I hereby certify that: Registrmtion is not required for the following reason(s): Work cmduded by law ob under SI,000 Building not owner-00wpied Owner Palling awn Petmtt Notice is hereby gn'en that: OWNERS PULLING THEM OWN PERMIT OR DEALING WIIUf1ItEG�D CONTRACTORS IT FOR APPLICABLE HOME ff"ROVENIENT WORK DO NOT SAVE .ACCESS TO 1ME 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. Aellll, Date Conttauor name Registration No. OR - The Cununonwealth of Massachusetts Department of Industrial Accidents »� ;Z =. I ONCE o1lavestlgaUoas 6011 1114.0iingu)n Street Boston,A1ass. 02111 • Workers Compensation Insurance-Affidavit location. lO city e //� , f�fT UJJPS rhone ❑ 1 am a homeowner performing all work myself. ❑ !am a sole proprietor and have no one working in any capacity tf] 4 � 1a kl _��•� _ am an employer providing workers' compensation f y employees orking on this job. m Idr 0� insurance S t rUnlia# �® n. �... ,.., «... ,....�.•�, .�.,... �.+ ❑ lam a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comnanv name: ad- dress-city: phone#• insurance co. policy# 1.::.�i� '��-�,,T.� '- — wtlat�t-r.'4;.:.�ts�'I..:+t.Rt;aKr?'Iar'�S9'_.• _ 'T.!4E_ •=:Rg!!M.,�tPfR�H3a�Fn'tT!*'_' .'94Y3 - �":"7S comnanv nAple- address: city: phone#• insurance co. ly# :Attach additionalsht et if tiecasaty�� :•:�•: - r�- -;;;���-�*r+^+N ram;- ?..��r. �� ' : Failure to secure coverage as required under Section 25A of h1GL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or une •ears'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a line of S100.00 a day against me. I understand Matti copy of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. I do herehr cerd 5•t r the pains a /'es of peduq•that the information provided above is trae/and comet Signature r nate t/ Print name✓ � � l', (9�//�i� Phone official use only do not write in this area to be completed by city or town official cif, or town: permit/license# nlluilding Department Ol.icensing Board t check if immediate response is required [3Seleetmen's Office (3I1eaith Department contact person• phone#;. rJOther (revised 1-95 PJA) information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their emploVees. As quoted from the "law", an emploi�ee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An enrplityer is defined as an individual. partnership,association. corporation or other :::gal entity, or am,two or more of the fore=oing engaged in a joint enterprise, and including tiie 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 dwcllin-, 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 1*52 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant,who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. ••-- ...•. ..,,...�-- Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers 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. rS^J^w�.tKwrraOly+Irf.^.•R�'R.S n, 'o....e�1!.wRr!�'!�f 47 7.i •t -«ns :•t +,'..:a«."r'`! S' �3Ni1f' •r Y.R'ii;'h� (it n.+!`TC:�!i. v•. .. .... Citv 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. r-�..�.«..w,-.»r-•.r•...�.--•e.nsvaey �s•e.rr!.+!..Tnw.- ... _ }•,�!�.,+'.w:�.�.�n+wwoMvfr--e..vy.—.,..e.....s..r..+• i.,..•:. _ ..i t...::. tiea s r..Jt. aK,. .q:i.•`..'.Yr."..•�•.•:.. .�ui«:'-w+ ..�.:1 i .n:'I::•• i The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Y: Office of Investigations 600 Washington Street Boston,Ma. 02111 ` fax#: (617) 727-7749 phone#: (617) 7274900 cat. 406, 409 or 375 HOME IMPROVEMENT.CONTRACTOR Registration '`110485 "n r�.� LTYPe INDIVIDUAL�� �; �'��' Ezpirataon 1Of20/96 . -s GROVER 4 MCELHENY BUILDERS x`,� BOX'.1058/523 MAIN'ST ADMINISTRATOR "''COTUIT .MA 02635 - I ✓�� � uueal(,� a�✓T��c::.f�rc�ccaeCGi - ;c'str lcted T : 1G DEPARTMENT OF PUBLIC _.AFEi;' CONSTRUCTION SUPERVISOR LICENSE 00 - Nore G� :.••" Nuober: Expires: Ma B'_ fi"air S00ry Oliy CS. 047693 09/21/1997 09/23/1953 16 1 81 2 Family Homes �. Restricted To: . 1G rt STEVEN P MCELRENY Failure toFosa3soaoarra®t PO BOX 282 ptassmchnar�t?2:::`: .it3�+fR0W w X / COTUIT, MA 02635 Code Is �ar ar..a.�,: rrocatlor. Ila- � 4 CSC �c m O �^ ' Lij T'A F o � o u 0 V 0 5 W 6z ; SITE PLAN FOUNDATION PLAN/FIRST FLOOR FRAMING A-1 Cn LIJ LLI zz U N� I i � U L e— I I it t I T- T � @sit rtw•e e. a _+ I ° 1 L_ ___ J I a� Rgq }I! r - - i � - I ><s•v vt 0 eC _ <`+ � i E I. Z z E11 � s w Z FIRST FLOOR PLAN A-2 z- } (S) s, F� ........... 0k _ N I >i �g 3 6 _ fill3 F a: a �5 WINDOW&EXTERIOR DOOR SCHEDULE µ SECOND FLOOR PLAN w !u o o � 0 A-3 . r _ i.- i � 11 Y I e. - - - - - _ a PH Em SL. P ELI I LI ; LJ ---------- I ---------2-1 ----------- --------------- —� V'r_ -------- --- ---- -----� MAIN STREET ELEVATION d° SOUTHWEST ELEVATION sb bga FFj yy�� ,,55yyaa�( S Lu - _ LU -1717 I I I ___...____ OCEANVIEW ELEVATION NORTHEAST ELEVATION „�.,.� A-4 C W LLI O 1WCl; 13 U p dam- ' Q ❑ ❑ -- 13 ❑ Y=4 $ sY3 . { 3 3i i i33it 1 i i I ' I f I � � 5 d SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN ROOF PLAN A-5 fir`=F�1 Q - � •a: i a W N -Ei � co+c.rnorna C Z �' is m.ceo..�L.es —. - L�--�o�w fa<eo...r�.a .__... •o.ra ru+y i - . � SECTION SECTION SECTION-v 2 ur=1•-Q 3 ES CILgN _ 1 LETl N 5 A-6 I�I W @moo RAKE/CORNICE DETAIL n 1 1/Y' 1 i ', � PORCH CORNICE DETAIL /1 DORMER CORNICE DETAIL n 7 i l/T'.r-P �� I IQ'.r-P J� Foundation Certification in Cotuit ,i- MA . Pre ared For Richard Kniss Assessors Map: 34 Lot: 57 Baxter, Nye & Holmgren, Inc. Community Panel Number 250001 0018 D F.i.r.m. Map Zone: C Registered Professional . Plan Reference: Engineers and Land Surveyors Plan Of Land In Cotuit Belonging To' Charles T. Cahill 812 Main St. September, 1923 Frederic 0. Smith, C.e. Buzzards Bay, Mass ` Osterville, -MA 02655 Deed Reference: Deed Book 10,547: Page 225 Phone (508) 428-9131 Fax - (508)-428-3750 Owner Richard Kniss, Et Ux. Job Number: 2002-009 Scale 1� = 40' Date 02-04-2004 C1 CB LP FND e CURVE RADIUS I ARC LENGTH CL C1 1 5.48 13.66 Al ,/ W r0 i Al R Q ,4V - .S o � 2 co DH FND 54 CB DH FND S, PARCEL AREA STB DH FND MAP 34 PARCEL. 57 18,666t .SO. FT. 0.43t ACRES ® I EXISTING FOUNDATION LOCATED 2=2-04 e ?0.3.' N/F CAROL L. WILGUS 2.76 . . Al ti N/F HELEN SKOWRONSKI I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE.BARNSTABLE ZONING DISTRICT. SIDELINE AND SETBACK or REQUIREMENTS, IS LOCATED IN RELATION. TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN. A SPECIAL FLOOD HAZARD AREA. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED .TO ESTABLISH PROPERTY LINES. A fCISTEa� C 04 65 u,1 :REGISTERED��FESSI AL LAND SURVEYOR N BAXTER, NYE & HOLMGREN, INC. DATE 2• �� \ \ CP 33 lelp 0/ • 12 0 `� Ne Of imp zo I � { _ s 1:a S r - n. 04' vz Pv � L 1p �i a - �. �. D . . erg � . s .�- n BEY LEGEND EXISTING PROPOSED a Stake & Toc Set/Found o PK Nail Set/Found Q o Concrete Bound sns � O Gas Gate N' Eo Electric Meter Z 0 Catch Basin 04 t Water Gate ® N/Cable Box UP/t92/25 PK/NAIL SET UP/#92/24 ® Telephone Riser CH*-014w-a+w- 00E-OHw--a+w-a+w-- a+w--OHW a+w-a+w---a+w- 0 a+w---a+w--a+w--a+w--04--a+w--a+w---OHw---a..... Utility Pole p/#92/26 Contours PK/NAIL FND 20ox00 Spot Grade a+ 10 Test Pit NATURAL SWALES � MAIN STREET ss' wro� Tow �rsY 29.9 � A MENT 28.3 27.4 /UP/#28 7.7 Ih � /29.9 EDGE OF P VE 27.7 27.6 2 UP/ 2/2 i �-�'' w- 31.o so.5 /''� GENERAL NOTES LOCUS MAP UP•/ a+w-aiw-aHw•-"I-•--�-aHw-a+w--0Hw-aiw--01nw-cri W'-' °H 27 49'00" E /LayyN CC LP FND NOT TO SCALE 25.3 - 274.10 __ ® - - --_ _ _ _ DS&PED AREA U sTONE ^ - ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH x 24. -� �- ''� INw-v1 - ` 27•7 ~ ,�� 28•4 1 29.2 PATIO J, 3 6 TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 ANY LOCAL RULES APPLICABLE ! , xt 21.7' __-��•'717 26.7 1 LANDSCAPED 31.4 �� 30.9�® 1 �LAWN AREA / x P../#93/1 -'_ WOODED i I v29.3 �a 27.7 �,� a ,/ O ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING x 19� I ""'I WOOD FRAM D LUNG " BY DESIGNING ENGINEER N/F HELEN SKOWRONSKI x 4 �........�. 19.1 28 \058 MAIN SDI.��M EN •.� wFIFE�=�3�12� �,-' CURVE RADIUS AR°: LENGTH DELTA ANGLE 018.9 o .9 . 30.3 �' C1 5.48 13 66 142.48 00 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, ZONING DISTRICT: RF 19.6 x N , , 5 x ; x, 7.4� SEASHELL DRIVE 30'4 / NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT 19.a :r. - _ ''� Co RED FOR INSPECTION. RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) �� �� I` P') o AP (AQUIFER PROTECTION) O x 19.3 0,11. 7 ` �, ` 26.6 TBM• Ce DH AND, PORCH , 30.5 9 n - PARCEL AREA r+T GE; I24 EL. - 26.62' NGva. �._ _ - FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. MINIMUM LOT AREA: 2 ACRES MIM , o MAP 34 PARCEL 57 MINIMUM FRONTAGE: 150 27.8 + \ 26.7Pn�,�K F• � � �,'L �� 18,666t SQ. I•T. 9 1 27.t \\ O 29.9 6 0l�. 0.43t ACRES FRONT YARD = 30 SIDE YARD = 15 REAR YARD = 15 o, --'- _ x � I 'o. 10 TALL `� -- - THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN - - 2 AB oVIT1Es S.A.S. APPROVAL BY DESIGNING ENGINEER LOCUS PROPERTY IS SHOWN AS: - c31 , 1� �.�. x. ��•c ASSESSOR'S MAP 34 PARCEL 57 0 .-r0p• W 26. , `�� :�' •qti P�� s ►3�3•sa 26.1 \ : ._ _ 5 /" Q ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 LOCUS DEED: y / DEED BOOK 10,547 PAGE 225 X 2 27.s �• - ,►� - EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING ®-' s ` 8 PLAN REFERENCE: 26.8 Up/#2 Go SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER � �' �+ PLAN OF LAND IN COTUIT BELONGING TO CHARLES T. CAHILL 25.6 27.1 f" ,o 310 CMR 15.255. SEPTEMBER, 1923 FREDERIC 0. SMITH, C.E. BUZZARDS BAY, MASS N/F CAROL L• WILGUs 000 CB/DH FND PROJECT BENCHMARK : DATUM NGVD - M28SC �,E •� IBM: CONCRETE BOUND ON LOT CORNER 0 EL. = 26.62' COMMUNITY PANEL NUMBER 250001 0018D oo F E���NG o •ya 40 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, o o�o� o� �.°`' AN AREA OF MINIMAL FLOODING. GARAGE �1'y y,�1�31; P�\� o, �� STB H FND14 :' •" SOIL LOGS WOOD FRAME GLE �:._ DATE: 7/24/2003 SEPTIC LOCATION PER INSPECTORS P RMIT 95-258 S`N �o0S 4' '-r _ P#=P 10,524 EXISTING SEP C SYSTEM LOCH ON CARD; E / ,,��••�� 0 8 Q •��" 4' 12' ENGINEER: BOARD OF HEALTH AGENT: LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND Rod G ' ''' " >' ;.::• SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE o O . • , , Q =::: -• - Steve Wilson P.E. Sam White UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. I 32' I TEST PIT TEST PIT " a G.S.E. = 21.0t NIA THIS PLAN .IS BASED ON AVAILABLE RECORD INFORMATION AND PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM UP.+ 111193/3 PLAN OF 0 ON 2111102. 001, • PRECAST LEACHING CHAMBERS 3" PROPERTY OWNERS: PK/NAIL FND NO SCALE AP RICHARD KNISS, ET UX. Sandy Loam J 1985 COWPER ST. MANHOLE .FRAME AND 10" 10 YR 4 2 ' PALO ALTO, CA 94301 / B COVER TO GRADE (IF UNDER PAVEMENT) Sandy Loom 24» 10 YR 6/8 C sAm - 190 Medium Sand 2"PEASTON -.� .�. �� _ : , .. :�, ._ WASHED STONE 132" 10 YR 7/6 ,4 `; b •:A_M �:� w'�•j +:=•.� •., ..•T a- r -•. r .~I' ` PERC 0 60* CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING j ; :>'�= a�-'.. +f `�•, ".r ,t •" RATE- t2 IIIN/IN AND PROPOSED STRUCTURES SHOWN HEREON ARE LOCATED 12 ~��r•Y,,' ,' ` '�'' '' O O ",' ';: ";: t , r NO WATER ENCOUNTERED IN RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED PK/NAIL FND ,f• .r' • �!•• •�•,y- - - '•N�-. • " . L. ,� ••:+ UNABLE TO SOAK WITHIN A SPECIAL FLOOD R47AM AREA: 240 EFFECTIVE' DEPTH ''; • . . .., . t4•yr:1.• j.•+.... y. .•. .. .•••�R •'L.•a'•• • �•.:{r:.•ro`,na• •f' ••f. .: w ri ; tt.!. J. , +V'.. ••: ��1 •.J.jt•..I '.1t'•Mw:�..:'.:'Y• �., ••.�,-.•,•r• ••}:fit•'•''t••••C f•'.� _••:• _ f:,;:!w':• .- 12 i k'it '-s. .!� •w t �s.; 'tt.e• `• :•r ,.. J 3.�: =.i..�•�f .j: 'w4 ft.. THIS PLAN IS NOT TO BE RECORDED NOR 5 IT TO BE USED TO ESTABLISH PROPERTY LINES. 4' 4' 4, REGISTERED PROFESSIONAL LAID SURVEYOR DATE STB/DH FND 12' 1058 Main Street Cotuit, Massachusetts PREPARED FOR CONCRETE LEACHING CHAMBER DETAIL ( ) Richard Kniss NO SCALE IZI FINISHED GRADE _ 27.0 TYPIC tE r�L SYSTEM PROFILE DESIGN SCHEDULE ELEVATION Leaching Area Requirements Guest Cottage m - GUEST COTTAGE 27 NOT TO SCALE T.O.F. .8 TOP of FDN. = 27.8 3 BEDROOMS AT 110 GPD/BEDRDOM = 330 GPD septic System Design Guest Cottage ~' wwtioLE COVER AND FRAME SEWER INVERT AT FOUNDATION 24.0 • j (Aalusr to � SEWER INVERT INTO SEPTIC TANK 23.8 NO GARBAGE GRINDER .A MANHOLE COVER & FRAME SEWER INVERT OUT OF SEPTIC TANK 23.5 FINISHED GR40E ovER TANK 27.Ot SEWER INVERT INTO DISTRIBUTION BOX 23.4 PERC RATE = 2 /1 MIN. INCH (CLASS 1 ) BAXTER, NYE & HOLMGREN INC. FINISHED GRADE OVER D. BOX - 27.0t FINISHED GRADE OVM LEACHING TIZNCH - 27.Of SEWER INVERT OUT OF DISTRIBUTION BOX 23.2 LIAR = 0.74 GPD/S.F. Registered Professional . 3 ' min. SEWER INVERT INTO LEACHING SYSTEM 23.0 FIRST 2 (To BE LEVEL) BOTTOM OF LEACHING TRENCH 21.0 Engineers and Land Surveyors :;'`' 4" SCH. 40 PVC ••� 4" SCH. 40 PVC CAL) •- then O 2.Ox MIN. LEACHING AREA OF SAS. 812 Main Street, Osterville, Massachusetts 02655 v, , •or�� O 2.OX OL2' (m » WATER TABLE: NONE OBSERVED AT EL. 10.0 r.•�,: O 2.Ox 9 (min) Cover =y�C_Qr s" SUIT 4 SCH. 40 PVC 330 GPD/ 0.74 GPD/S.F. 446 S.F. MIN. Phone - (508)428-9131 Fax - (508) 428-3750 .� 10" GI IFFY INSTAIl 36" (max) Cover GAS BAFFLE .. :•s.• "C'; •,. 1 CONCRETE LEACHING CHAMBERS CONNECTION PROPOSED SYSTEM SIDEWALL (12'+32')(2')(2) = 176 S.F. s CRUSHED 'fir:-` =�4�"'':+e ' '. �.'" BOTTOM 12' X 32' = 384 S.F. 20 0 20 40 • 4 DIA. PVC. �,3+=^>fl`1 a s!t': :J REINFORCED CONCRETI STONE T :. .:.. - o c3 o 0 0 0 TOTAL - 560 S.F. SCALE IN FEET •ie.,`.,•,• •y.y.!��is t•..!:w� �.•..•a ,�+ •q•-:•a...-�• :si. t! r. 121 NOTE: IF AREA OVER SEP71C SYSTEM IS UNPAVED, MANHOLE COVER & SCALE:1*_20' DATE: 9103103 ,y' _ 1 EL. 35.5 FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" �p���OF Mass Of 5 MIN m STONE BELOW FINISHED GRADE. g� STEP EN gcyN `� REV. DATE: REMARKS 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 10.0 H-20 H-20 H-20 a y74 CN1 9FG/S� F�sS/ONAI DRAWING NUMBER 0: 2002-009 surve worksht 2002-009-sp.DWG 2002-009