Loading...
HomeMy WebLinkAbout0081 ANGELA WAY (2) WAI NO. 152 113 ORA ssun 10% 0 0 0 0 � r� t a t Ro � f i a n r., �� ,�. t �� �. °FINE °�y Complaint Call Report Panted°":3"'20,9 8A"RAM 'La 81 ANGELA WAY, WEST BARNSTABLE �'`rEOMa+ Case# C-19-86 Case M C-19-86 Address: 81 ANGELA WAY,WEST Date: 2/5/2019 BARNSTABLE Owner Info: Property Info: LAMBERT, MATTHEW W MBL: 1000 WEST MAIN STREET 133-069 CENTERVILLE MA 02632 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Fences, Low Priority Phone Complaint Summary: Property owner modified an ancient stone wall and installed a gate without OKH approval. Original case filed in Nov. 2018. A letter was sent to Mathew Lambert 11/28/18 referring him to OKH to file for their approval. On 2/5/19 the caller requested a status update. Ed said he had consulted with Erin (OKH) a couple of months ago and was aware that the property owner had not filed. Ed did not pursue additional enforcement at that time. Advised Ed to contact property owner and get the OKH matter addressed. Action History: Action Taken Date Description Fee Inspector Inspector Assigned to Complaint: bowerse Filed by: andersor Comments: Comment Date Commenter Comment 2/6/2019 bowerse Left Business card on door 2-5-19 Owner Matt Lambert called left Number I called back informed him he must contact Erin Logan of Old Kings Highway I text her Number to His Cell As requested 2/14/2019 andersor Date: 3/1/2019 - Town of Barnstable Anderson, Robin From: Logan, Erin Sent: Thursday, November 01, 2018 9:46 AM To: Anderson, Robin Cc: 'suzanne_and_stu@thenelsons.com'; Bowers, Edwin Subject: Stone Wall & Fence at 81 Angela Way, West Barnstable Good morning,Robin, I received a call this morning from Suzanne Nelson of 82 Deer Jump Hill.Mrs.Nelson is concerned with the removal of a stone wall and installation of a fence at 81 Angela Way,West Barnstable.I have checked my files and can confirm that there have been no applications before Old Kings Highway for approval to the remove the stone wall,or the installation of the fence. I advised Suzanne that this is an enforcement issue and that I would email you my findings.In turn,she is going to email a photo of the fence to you/us.I have copied Ed on this response as he took the initial phone call. Contact: Suzanne Nelson at 508.744.7331 and via email at Suzanne and stu@thenelsons.com Address in question: 81 Angela Way,West Barnstable Please let me know if you have any questions or if I may be of any assistance.Thank you! Best Regards, Erin K. Logan Erin K.Logan Administrative Assistant Town of Barnstable Planning&Development Department Old King's Highway Historic District Committee Barnstable Historical Commission 200 Main Street,Hyannis, MA 02601 Phone 508.8.62.4787 erin.logan@town.bar.nstable.ma.us 1 Anderson, Robin From: Both Of - - . Sent: Thursday, November 01, 2018 12:03 PM To: Anderson, Ro. Logan, Stone wall andgate I am attaching photos of the old stone wall which defines our property boundary and of the new gate which has been installed in it on an abutting property.We know nothing about the gate and were never consulted about potential use of or traffic over our property.We do not feel that the boundary wall should have been disturbed in this manner and would appreciate the town's investigation.Thank you much, • n• Hill ' • West Barnstable. 1: •• ~'ll r1 i�.r i1 i,'• ,�^Y 1 .i�lJ�.� �a-�.'- "+'+�V ,` ♦� • A ��.�. l �- \ �', j 1..��,�1�.��'�{mil 'yt. •af�a �►J 4. (� _ + � i tea. . - •1 y�. 7. �t �1. � /'[�"�._ .r' ^ff'�et� �I.r�-.�i, t ,( � � Jr{„ �,r�� r�', ir'♦ t,r'�. ` •-` yr �a� `�S.`r�7:d4�'•P-�3:ir',ft 1. i�(�. �Pr` �, � • � ��.•_..' r��� f - ,.�zr_i [I/(��.jK ��;����,����� F'x,y�yc'ea,f•r�Y �1`�'.�,..it�4'�'r...,�y•trj�•�^�,•;_s'�,,y� rrt �.� !7j � f� •• a \ a<. 1 '41Y�i�+l t�{.�t�^ jjSC '•��3 • ;���� rya, >,-• r � _ t'j///�a,,", r+`{, •a��, t',rr t1t' �,n � .F � Y� :4•tt ' _ � .�� �/ .Y L, 1'"'t�^ s t I t.R•rr Y..*':.��„ 'i �f• y -�•:l /'F +.L•.1 ' r , • _ � ;."". i''�.��.,sn,Na[�l�4� a�• •..`}'1 i.a. w�r•i � .!yJ•�r�c+ �' � rF' .� , f M.yy. .���t'r w+ 4.tr�'`�,.i T.q rX,s�,, . ;sr�,r. d:� s r+r•�j�i1,T � JI, [ r + w.' � Krl.���� 3i �y e_� 11 ' •+y- d +L.v�°�♦ •(r t .1,�;�� 1 r�L,l� M i t .. rJ_ • t �fq � r tip{ \�r� } �,, ,t K .✓ { d A ( �+tZ�Tr ,:T+,� 'A+�t '•�'��'�yiZ hl•_'yP'"�i(" ,,<.' ��E��•�-� _ -i!: .�� I J � `.i z ' ',�C-�rxf �sI44'�' ',,!'-�. A-• `i�^"+ a!t[A - t• . Gi"S� "`�' y` '" � 1't• 1 F Y�X"K '�` . \t•! L\� t '�'.�'����j"�� 'cxf��:c��a�ir� r tie y•. � .SS-� .� �.v ''r�• •,} i '�Z R•+��J..'if�",fk ���cy� "r���,,��K�'.�i�y(�'t_�c�t,�-,'7•��a,•iy,. ?, �,r�•� r,, L' � '4 r,� rr ;M:. �• r���� '�J.�.re`�.�'t"�7'A b - t p1'(`e.?�iF a••"!���.•r'�.�•� Yy/ w•4..Y :-i f'�� ,f���}. t t+.f�� _y.�`eFry •'_+'��L/ �.►��� ����; 4 J.��(��5�'1 < I'•. Ilaor��� � ��•y� 1 a S.;Jam,. yam. r. 1 - ♦d s ••,.- ;i Q�t•sue. ��i7 r F'X.y,rA ��L4tj•�Fw3 :�' -• ,. r• r � t1 ,. }"Y' a,,� S- t{��2 mod'" �7�'>' t .•'�•. _•er d• •..•ir• y`R. �5�",����`r�•'tir• Vic.`fr'`'i s '�f j t.�i1� `.'S'�• ��• _ _ ` `�• �-�'�,;�•�.anil..•° �- .f,-�� .i1ri ���.� F�• P-7--M 1 �yy�a`{� G i• ��.�;�I.fy1 ` Lt� f ��F�'�2�.r� �tyia •~��.� t yt �� 1���.•*5�,,� " '«. "t•i„L{;�.-� 1 r >. � yc` `(�'+�� .f �c?Y�3k f�.`� Y.. pw-' nyY F' t. �. `�""a_ ,4 1 � ��+jjr��,J k�f �'G`.� }�v�.•� ti, • ��" fir... Y+t-1 "•� r�l� F:. �-r y"�,�y� � ,,,, .ce C P4 ,fir '+�.. ]�{i `• ..•••` -rsii SC-2`,•+i,ii -+ Lti!,�•. P •r"'•�' `� -..r 4�`+rG . wM��'j�., � � .�i • i � L .• 'dace•_ '^�'a'tiftat n•,�1 �Le�"t, �l'fi 4+l' ti .� ..�` , t-. .:� a�.�` - .N�'t-•-� ,ram•.:r� ��!�! 1�a ..:.:,.-'- - ,, �-.� r 1, • ,<.• ,,;` � •,... '�. �• 1( _ ,`e '• is ����3 �,� ... - ... 1 ^. �•_ � lye i.' r �Ta r ° �i � -ice'" y�,. ♦e iG� ` is "i ti;� �{11�`1 ��• y\•S, .4s '{'y.� ...1 $' � ! _ ��r6 ..•�� r .+. /y�_�.-(fit+• ~/:'t�` '+-a ice_x.+_ k S V .Sci t5 �` ' •al�I F r a 1 y �Q r �/t! ( rl�� �r i,v ?•'\ � , ��'�'� ^ E 4'L-g'� �t 4 - �E�1:` �r I i,� t1� a•f��.'.,1j�.1s.J ��t�a` '�`��!w., L,�'. �. S �:. 'd t j t��l �7� • � a �i t t r.- •1 i Date: Nov. 25, 2018 To: Building File RE: Disturbance of Ancient Stone Wall Address: 4260 Main St, Barnstable Originator: Suzanne &Stu Nelson (suzanne_and_stu@thenelsons.com) Complaint: OKH Violation/disturb stone wall & Installed new gate w/o approval Enforcement Process Steps [31. Initiate local investigation: RA 2. Document/enter into system Yes ® 3. Contact ® 4. Property Owner Matthew W Lambert 1000 W Main St, Centerville 02632 5. Seek access to subject property 6. Seek administrative warrant (if necessary) NA 7. Notify state authorities of findings NA 138. Document conclusion OPEN ® 9. Referred Building/Edwin Property—133-069 Property is developed with a 1 1/2 story Cape (2001) containing 3 bedrooms and 3 1/2 baths on 1.2 acres in the RF zoning district. 11/01/2018 RFS regarding alleged ancient wall disturbance and installation of a new gate. 11/26/2018 RFS expanded to address to additional traffic(Trespass?) issue. Dispatched Ed to check and photograph site. I Anderson, Robin From: Both Of Us <suzanne_and. stu@thenelsons.com> Sent: Monday, November 26, 2018 8:17 AM To: Anderson, Robin Cc: Logan, Erin Subject: Re: Stone wall and gate Hello Robin. I sent an email to you on November 1, describing an issue of concern to us.The owners of an abutting property, not in our subdivision, have destroyed part of an old stone wall which defines our property boundary and have installed a gate, apparently to allow easier access to our property. We have never met these people. We would request that you please respond to let us know if the destruction of the old stone wall is an issue of concern to the town or not.Thank you for your attention to this matter. Sincerely, Suzanne Nelson (508-744-7331. 82 Deer Jump Hill Rd, West Barnstable.) Sent from my Pad >On Nov 1, 2018, at 12:02 PM, Both Of Us<suzanne and stu@thenelsons.com>wrote: > I am attaching photos of the old stone wall which defines our property boundary and of the new gate which has been installed in it on an abutting property. We know nothing about the gate and were never consulted about potential use of or traffic over our property. We do not feel that the boundary wall should have been disturbed in this manner and would appreciate the town's investigation.Thank you very much, Suzanne Nelson. 82 Deer Jump Hill Rd., West Barnstable. (508-744-7331.) ><IMG_3195.jpg> > I ><IMG_3196.jpg> ><IMG_3197.jpg> > I > <IMG_3199.jpg> > <IMG_3202.jpg>. > Sent from my iPad 1 Town of Barnstable 000-oPMENro Planning&Development Department 2�b aAR�arABIE. • Old King's Highway Historic District Committee 5 SS e'% ,0� 200 Main Street, Hyannis, MA 02601 www.townofbarnstable.us/planninMddevelopment OF BARNSS'6 Elizabedi Jenkins,AICP Director November 28, 2018 Matthew Lambert 1000 West Main Street Centerville, MA 02632 Re: 81 Angela Way, West Barnstable, Map 133, Parcel 069 Dear Mr. Lambert, This office has recently been made aware of a modification to an ancient stone wall and the installation of a gate between your property at 81 Angela Way and 82 Deer Jump Road. Building Department staff was dispatched in order to confirm the conditions. Subsequently, the inspector reported that the wall was in fact disturbed in order to accommodate the installation of the gate. No application for Old King's Highway was found on file or any approval or exemption noted. Please contact Erin Logan, Administrative Assistant to Barnstable Old King's Highway Historic District Committee, for information on how to proceed with your approval. Erin can be reached at 508.862.4787 or via email at erin.logan@town.barnstable.ma.us. Should you have any questions or require additional information, please do not hesitate to contact me directly. Sincerely, Edwin Bowers Building Inspector cc: Robin Anderson,Zoning Enforcement Officer Erin Logan,Admin Assistant,Old King's Highway I Town of Bamstable oEVEEOPMEyIO Planning&Developinent Department BARNBTABI& Old King m s Highway Historic District Comittee 5 e A R,m$ 200 Main Street, Hyannis, MA 02601 0 �" www.townofbarnstable.us/planningMddevelopment �NOF gpRNS�P� Elizabedi Jerkins,AICP Director November 28, 2018 Matthew Lambert 1000 West Main Street Centerville, MA 02632 Re: 81 Angela Way, West Barnstable, Map 133, Parcel 069 Dear Mr. Lambert, This office has recently been made aware of a modification to an ancient stone wall and the installation of a gate between your property at 81 Angela Way and 82 Deer Jump Road. Building Department staff was dispatched in order to confirm the conditions. Subsequently, the inspector reported that the wall was in fact disturbed in order to accommodate the installation of the gate. No application for Old King's Highway was found on file or any approval or exemption noted. Please contact Erin Logan, Administrative Assistant to Barnstable Old King's Highway Historic District Committee, for information on how to proceed with your approval. Erin can be reached at 508.862.4787 or via email at erin.logan@town.bamstable.ma.us. Should you have any questions or require additional information, please do not hesitate to contact me directly. Sincerely, Edwin Bowers Building Inspector cc: Robin Anderson,Zoning Enforcement Officer Erin Logan,Admin Assistant,Old King's Highway TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 133 069 GEOBASE ID 31983 ADDRESS 81 ANGELA WAY PHONE W BARNSTABLE ZIP — k LOT 21 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB PERMIT 62469 DESCRIPTION SINGLE FAMILY HOME — BLDG PMT 50222 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY I CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND THE CONSTRUCTION COSTS $.00 � �T Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATEJF ° s BARNSTABLE, MASS. 39. ED M1r►I BUILDINGDI//VISION BY1�'n� DATE ISSUED 07/17/2002 EXPIRATION DATE Cj� EL ANG10- A. WAY L ERM 1, ' D E':,CRi'l"T 3BR R RIM T TTIFLS LNEW R" DL Y." xl IG Department of Health, Safety and Environmental Services '1`07AL FTETz', $841; 40 U."ND 2 ." 1.0 j. L\t.'3 FAM H(X-41171 DETACHED I R 1 V A'J LU. n • BARNMEIM MASS. 039. BUIL I, ivisiq�N" <'_ ­­ BY '")}:,`1 T' ..'16 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 MAYBE 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 ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT X a ' LC 4 iA 2 1 BOARD OF PEALTH -AK'S/P/its OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- IN 'PECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX ARD 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. QUERY PERMITS: . QUERY_. END -. QUERY PERMITSI PENTAMATION----------------------------------------------------------- 05/22/02 PERMIT NUMBER 52442 PARCEL ID 133 069 PERMIT TYPE BELECNB WIRING PERMIT-NEW BLDG DESCRIPTION NEW HOME LOT 21 CHECK # 1677 MASTER PERMIT INSPECTION REQUIRED REQUESTED SCHEDULED INSPECTED RESULT INSPECTOR BEFIN 05/16/2002 A ADOH BEREIN BEROU BESER 03/28/2001 04/02/0010 A RWES PRESS ESCAPE TO END DISPLAY QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 05/22/02 PERMIT NUMBER 52442 PARCEL ID 133 069 81 ANGELA WAY PERMIT TYPE BELECNB WIRING PERMIT-NEW BLDG DESCRIPTION NEW HOME LOT 21 CHECK # 1677 CONTRACTOR PERMIT FEE 60 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE APPLICATION 03/29/2001 EXPIRATION VALUATION 0.00 DATE ISSUED 03/29/2001 COMPLETED 05/16/2002 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N)EXT/ (P)REVIOUS/ (C)ONTRACTORS/ PR(0) PERTY/ (I)NSPECTIONS/ (H) ISTORY/ (F)EES/ (A)RCHITECTS/ (V) IOLATION/ (E)XIT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# ��Z�� Health Divisions 7 Date Issued Fee Conservation Djv_ision RIC Z ji 9K- $�GO �� • �Q el SC�'Ac C�w►t�� Tax Collector SYSTEM r__.... �`� �Z-l/2�7� Sit MUST 13E Treasurer �� t: C'.11-ED IN COMPLIANCE Planning Dept. WITH TITLES `"� ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board g� TOWN REGULATIONS Historic-OKH Preservation/Hyannis .Project Street AddressAticm e1--A Village Owner��� 1����ti9fJ Address 17j� 13 2- �T-;4i,5) us!:ftnt , q-&r*37 Telephone Permit Request �N"� K SsST IS -`52r cal LYQ Its► 14 N r� 5 W ;o�_ r�lL� nwr�uNc, Square feet: 1st floor: existing proposed 15 2nd floor: existing proposed q�+ Total new 2/401 Valuation.- Zoning District R •— Flood Plain Groundwater Overlay Construction Type LA;bW fi4Mf6- Lot'S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. v Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: l Yes ❑No Basement Type: ';4 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 7i Half: existing new ' Number of Bedrooms: existing new _! Total Room Count(not including baths): existing new First Floor Room Count I Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ;kNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing �4 new size Z� Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 1)(No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name i; w 1 Telephone Number ��� ' Z2%, - Address 2121C ��Z License# S l Nt� TbN . G l, 0(0031 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t 0 ON ci SIGNATURE DATE I �© FOR OFFICIAL USE ONLY PERMIT.NO. DATE ISSUED MAP/PARCEL NO. , - ADDRESS VILLAGE- .. OWNER DATE OF INSPECTIOI�T FOUNDATION FRAME INSULATION FIREPLACE ZGb ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL A t - FINAL BUILDING DATE CLOSED OUT R ; ASSOCIATION PLAN NO. 2000 , 207, Application to Old Kings Highway Regional Historic Disteicf eitanutteg, in the Town of Barnstable fga fo CERTIFICATE OF APPROPRIATENESS Fringe Sers Application is hereby made, W wipliealie, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIESTHAT APPLY: 1. Exterior Building ConstructionIse New Building ❑ Addition ❑ Alteration Indicate type of building: � P3 Garage ❑ Commercial- ❑ Other 2 Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE 10 1 1/1= ADDRESS OF PROPOSED WORK hi &(^C'L* ASSESSORS MAP NO. 1212 kG►� ��-t 6t, OWNER � ASSESSORS LOT NO. HOME ADDRESS UOX 1?iri2 �6rJ41NGt?bN . b(oDZi? TEL. NO. �"23b^�gia /FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). AGENT OR CONTRACTOR 1"1Gy7011 1P0 14tJ: (moo• TEL. NO. Wig KG- 6&03 ADDRESS .:F�2• &24 21 Z4 2A S i re I�T }. b2�7j) DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done( , including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). 11 M l I_U G sio S �,jV l Llp l NGi j S /'} S 1►�(y j 1. ��t1M I t.`� D(N I.L I rl rw OF Wood FA_Plml C100 5'_F-U L 110P . ' ltv- 'i�&OQo S so 034J r 1Zr� Ct5p6(z 501NGl.r19 r1wr , GI.�PtSo/ Slio)04f itT T- l,t,MJT, AT ' Signed ' Owner-Contracto�d end �-�-Space below line for Co r�it it.tee.use. ei 14D�atel• Pe Certi icate is hereby A, D Pn Date 00 a 2000 Time OF N � 12A d--,WW-4,1 Approved ❑ IMPORTANT: If Certificate is approved,approval is subject to the 10 day appeal period nrnviriarl in fhp bm Application to Old Kings Highway Regional Historic District Committee 1997 232 y in the Town of Barnstable for a CERTI FICATE.0F APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑.New Building Addition Q Alteration Indicate type of building: ❑ House Garage Q Commercial ❑ Other 2. Exterior Painting: 3. Signs or Billboards: ❑ New sign ❑•Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑'Wall' ❑ 'Flagpole . ❑ Other (Please read other side for explanation and requirements).. TYPE OR PRINT LEGIBLY " DATE ADDRESS OF PROPOSED.WORK /1 AX- .CZJ,4 ASSESSORS MAP NO. /33 OWNER �vE� �' �SS ASSESSORS LOT N0. 70 HOME ADDRESS 71 Aw ,X_ .4 LK'4 i! ..Zz�7Wt4-/<C— TEL. NO. FULL:NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). ` . foy.: AGENT OR CONTRACTOR TEL. NO. ADDRESS' DETAILED DESCRI.PTION.OF PROPOSED WORK; Give all particulars of work to be done (see No. 8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). C' � 6�• C�� 2 S�D�;c 6 Rio .. Rq I 0 Signed s; `y Owner-Contractor-Agent space.below line for Committee use. y/7 Certificate is hereby. 4� y Date �� ITIe (lET — 3 Ism6.4 gy_, NY Approved ❑ IMPORTANT: If Certificate is.approved, approval is subject to t e 10 day appeal period provided in the Act. Disapproved 7 Y Application to 2 O 0 1 s 072 ®ib Ringo JbiffbWap 3R.egionar Jbigtorir Miotrict Committee In the Town of Barnstable BABl1!�Ti��L.E, fAqsS CERTIFICATE OF APPROPRIATENESS 2001 HVIII .-3 Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: ❑ New ❑ Addition Alteration Indicate type of building: House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: El Fence ❑ Wall El Flagpole p Other TYPE OR PRINT LEGIBLY: DATE ADDRESS OF PROPOSED WORK zJ t ASSESSOR'S MAP NO. 3 OWNER 7:7I?� 1144 9 ASSESSOR'S LOT NO. HOME ADDRESS TELEPHONE NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR TELEPHONE NO. ADDRESS L C� �. is Md 02� DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of pro po d signs. C" 1-� 6 9CiYD"D��i 'Qyl ic- two e 2. �� S� l 4�r n � • .U o O Signed Owner-Contractor-Agent For-Cornrnittee Use Only lu n I I P IE� 11 \Ifl —1lir�purlll RUJI-1,PP11i'l — - AE L-J U U Th+sCertificate is hereby Date �'25-OI APR z00 .' Approved/Denied C 4i om ittee Members' Signatures: TOWN OF BARNS-,ABLE nl f) ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) square feet X$115/sq. foot.= (above average construction) U0 Of square feet X$96/sq. foot= Sti0 4-4 (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) ?o square feet X$25/sq. foot= 1q,600 PORCH 160 square feet X$20/sq. foot= ��oo DECK 2a square feet X$15/sq. foot V�a OTHER square feet X$??/sq. foot= Total Estimated Project Cost InClusionary Affordable Housim ee Fj Residential F� Commercial** Property Owner's Name Project Location Project Value Permit Number **Existing Sq. Ft. **Proposed New Sq. Ft. Fee $ ii i i } t / ' � —— ���� {1 yh _�.� ��,ear � _o,/�l.✓ 6 /P-e -v 1 � S u-.-t d.-1�ti r S_. it i t . I _ Q i � 1 � - � r t 1 . f ; � t i4 f � t � � ,. y � IIj i � � � � [ � ! . � � � � � � � � �'� � � _ ,,, , w _ ,, � � � � ' ',j •'� ' y ` , ` '� , ``� �f S i r ,�� S tiw �, � ��', ^� - � �, + 14 � j '� 1�. i eY � � `4 (} f � 1j 11 1 f - \ . 'y4 ` �` , - 1 � `� _ � � � M '� +\ ., t.. .: , �; . �, ,,..,, ��� � �- 1 � � .. , � M ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J (effective 3/1/98) Applicant Name: ��1�� - Site Address: /w� t _ Applicant Address: -J. City/Town: A7ZNs7i?-6L'f A spa_ y�N Use Group: fj�n'+—I Date of Application:; Applicant Phone: Applicant Signature:` Compliance Path(check one): [] Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table 15.2.1b): Heating Degree Days(:H13136s) from Table J5.2.Ia: (For items d. through i., fill in all values that apply from Table J5.2.1 b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Gla2ing%(1'00 x b+a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE Lv Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) done 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] MAScheck Software Attach Compliance Report and Inspection Checklist printouts. Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a.Gross Wall +Ceiling Area sq.ft. b. Glazing Area' sq.ft. c.Glazing%(too x b+a) ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J 1.1.2.3.1 below: NIAXINIUNI U-value MININIUM R-Values Fenestration Ceiling Wall Floor I Basement Wall Slab Perimeter,Depth 0.39 R-37 R.13 R-19 1 R-10 R-10,4 R ❑ "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) ' Glazing Area may be either Rough Opening or Unit dimensions. BBRS 06/12/93 r 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheet ?Hfilt,91i PermitBuilderName Ua2� Date l I Builder Address "1— rt 0(003 Checked By ' Site Address Ax)cg�-�4JAY Zone L►11Z ❑13 ❑14 ! pate Submitted By H/9 S won ff Phone ' 640) PROPOSED REQUIRED Ceilings.Skylights,and Floors Over Outside Air Required Insulation x I l Area U-Value Description R-Value U-Value UA (Table 16.2.2h) x Area UA' Ceiling ' able16.2.2a s, �E �C Si�177El 16z,zol 1 ,ozr. n7F Floor Over Outside Air '`— fe able J6.2:a) fe n ft= Total Area Walls.Windows,and Doors Insulation x lam( Required Description sR=Values U-Value Area UA U-Value x Area UA Walls (Table J6.2.2b.c.d) �'�l`��— �� ZI4C --- 1?5$0 337.O Windows _.. 3 Z��o FRC or Table 11.5.3a1 • 97, 76 Doors —.. I c ft2 (NFRC or TableJ1.5.3b) O 5,36 Sliding Glass Doors (NFRCorTableJ1.5.3a) zT-70 ftr Total Arta Floors and Foundations Insulation Insulation R- x Area or Required Description Depth Value U-Value' Perimeter -UA U-Value x Area -UA Floor Over Unconditioned (fable /^� _� Space J6.2.2e) ��I�iO�{-7 1(P 77G Basement Wall able 16.2 2t) fN Unheated Slab ft able J6.2.2 in. Heated Slab it able J6.2.2 in. R fe Total Proposed VA must be less Total (�. • Total than or equal to Total(orAdliwed)Required VA I '7 Proposed UA OR Required UA Stuement of Compliance:The proposed building design represented in l r,Adjusted dose documents Is conritent with the building plans,spreifreationr.. and other calculations submitted with the permit application. Required UA r� W1As At Mc as JABS �. VVIb( SI�itJ� �I o0 Budder/Desigtrer Company Name Date 760.22 780 CMR-Sixth Edition 2/20/98 (Effective 3/1/98) ,r• =_==:-:-_ ,a Department ojin&wa S,a_;Vic._-• •—_•� _ 8IJ011 ;. �: ~✓ 011lce alxmresti$ 600 Washuigion Street U, Mass OZIIl Boston, ce davit .//?rrr/?,,.. ??+J 1117 1117 Work oensatitm Insnran rrir, J iiiiiiii,n�///i//J////!///1�• name: c wc4 tiocation- haneil s60 136 pit~ a all Wor�Ms� I am a home owner P is anip raflaci %; I am a sole aro�� no°�I°° rki=////%OZ% �, ogees worltg on this job. v: �,.,/ for ••,.....,w,}: ::•:::::.:.:..Tlw,•{:5::{•Nirv?•:•}}::•:•}i'x}:4;:;.;:i::•}}::}:•!:w.'.::. ...... lover ::...:..:...:...... am an ems ProvIW.W.W F. ..f..,.:$.. •..............}Y.F: .. !.,. .r.. .. r.,. ... .- .., w :•v.... ... .:. ..::�::..... $::'f,}y::::4::}}:S{?:}}:{{v;..v:::w}}•v.:•:::;..,.....:.....,-....-.::::::...:.. ........r v:v.....,•. xh.;$rCQ:.}..:.M?mY.. . .........r...:...::. .r.. w.,... .. :t ro?4?... .r oF%h w.............. .,•....,:•."}:.,.:•w,�w•::,...r::w,.,-}}}•:::.;...;y-::•:..r:::•:�:'•.::::::.:;;:.:::::::::.:.:: ....v:v:w.••w...}J)..,:.}•.fi.{........ .. ?. ,Y.4h}:•:<�.�hwi�..{•:v{\:???;.v.v;.,,.5::::::: ...............:}:vJ,•:•..v..v . :.....:...::. •:::.........wvr.vF�?J\w}}rA:?T�1hY,•,•}r`•••.t:•....T(..., ) ... .,.... .}'f.•%F}}K.}f4:•ww:;^:?.}S-; {:$�}j:$$$$$j:i<ihi}:}{:iv':i$i3J:•}:iii::. :::•:w ....•w}xKF:•.::hZ1'i'fii. .$ChM r. .;..ram}:{i.j:'v{.. r Warne .. v.:... ... ... .. .. ......... v..... ... .......% ',rr:..ix;?:'...:::{{; :;:.}:•::.:>::?F:;?$$$$:i:::$jj:$j:::::::?{}:ii:':�c;:::•::. .. ...... ::•:•-::. ..vw• •.;"4!h�.,•.}{h70D'd+�hvnL4:::�'•:. U.•....`�. :.....:::•:::::.:..,:...:r. ...w rw r}�"....:....:•::::.,•:::rhh;.,:xw^........7:::.:.. ,.?:•,ca• .x::.:�.........::::•.?•}:,:•.:,,•:•w+!>.•i?:4...,,,c.r}....;,::•.,:..,.,.:�...:......::•:•:::::::.........:.::. .. ..:•...::.::::.:::::"" tt} .,. :•. •'>. ,w-,,?,•${.r;;,:•wi.. ....y a...; :'v?4:::{4}}}}•.;{..;:.,.•: v�y�,� .`p5r,� y{�'rr w':w:.-•xw;::::•.-. ..:...-.ww..::•.�::.:................. $:-' x: +,?h4'R y}'M, ty�^Mf'S i,•,XYJf•:•.(2:v::Kw:::.tvi:•::v.:.. wC..:,.., ........ .....: ... ........ ..... ...,. .. .::w-w.v:4:•¢•:+.4C:..?i?f.•ir::t•:?:w.:{{•}:<;:??:;.,.v.:::::•:::;'}:ii:j.`::i;{:$}?{?^i::::::.. ...... ?? .f.....:•:::.t..........:w::: ....... ..... .^ :. v.'h., ..... ...... .... ..... S,.-.t... :?•:-irivx•:ti4wv:• $$:';$l:::jti•::;:}i=i:J{;::j••S:•:vi'�ii}}?}iX::i4:�i.::'::: add w fi :Va,�s3. :..:::•.......... }::.•w,,....L.M r....... one#t ..::.......:.:......:......... .. .... ...... .....,... ........ ...:::.:. r:::{•}v-?v':Y:riiv}:•i:.v::::•: ...l,. •:':.i•:::i::::yv:4}Y.:{{{;:L:'•i'j ii$i::::•iii?:•i:?: .:........ .......::...:•........::::,..,.:-i}:::::;�'•$$r$$$:?:$:?�$::•}:•i:`v:::::•fSj.'4`.2�i::::r$:d$':}}:'?::};;.,;?$::i.'•:?2}`:v$':;;:.:;•ri::•::.�.....,...;. CI .... h ,...........r::.}}:4:•.w.v:.v�vv:::.........x:w:..:'v:::•:::.:..;.;:n.::?.:.;•..:•.v:,u::::.......... .......::•.......,:•: :.-..::v•, .,Jp(•x•}....vq( .v::?:•:hw:h}::.v:j??::•.:rw'J.:b. ...,•.•.t:•.... } {r..:...r.4}.,•..:.v.:..;w{.:x.;.},•:::::::.......:...:: ,....- .......w::.. .....:...Lv}:.v ..f.,: K }.:::..w:vv.r•.v.• •n:::.}'^'•:<}' - rq v}rdtt!? •Y:•:wn one) ave insursnce co. b $itzd �CiotS 7 m Wnes' iiStCd b1oW Who (�� am a sole ProPX=t genera fir' l u.�•e ,ram<.{F::{:F•F•{F:�,«�$:v;. :wY• xJ•:r:w.w:..,. :.:.... ,vwvw .fivixw.}?!4Ftiu{Fytq;M,?!{4):...::....:....... C��P ,.:...r..... ..niv:r..:. t xwwp<:• :.:N:::..:i::r•:: II • r tvx:... ... •,iv..r:r:•w r.. vwv" ,.....;,.,.,w.. w.... fires 0 •.....v .... :}ter:::::... .:::•.. .....:..,..,.:::::........ ., g .rY w.:.. .. . . .- .. ..:.....w.... . v..,'.}:::{. "'.:-w.::.,:.....:4:+::$::j::::;.:t:::;.: :.:::.::.::.>::>::::>;>:: .....;.h..r..... ..:.;,:,..w. Yes.. .. .. .. t•:.t rw,• .,.::. ...... ... ....... W... : :... , ..- . ... ...,a.,•w•.::..:.: :::::•::.}.:}-•:..:•;:.;•{.}},;r... vc::?. :i:.`2?�:?? �jij:�`R�=> •:b: ::.:...:,r:4..... %�.hh`�.cTw•xw .3.,...`�' c{xfx�Cct�}{::�..,,,:+F. „}tf:::.,<•:;}:4::+-..4:v}�•}:.:.rn?�,v.:0;. .}}}:;;;.:?:•::.t,:: ::y:: •h::x: •, :..: :�":y:rw.•'�r0•�.{�:X;ity?:,v`. ... `\.(' tw•�. nr.•.t'�.:.tt•:•. ..::i•{4:.�.:.;:ti.} '.;.:?............ •.... .:...n.i.L v..... ... ...........vy.:ti•:{<{ GQ'?GO.O•r: F::w{+�r?.-b\pC:."{%;';2Y.!�':::.;.:.:++.;s..;}:;:::...::. .. .:.t..:...... Kw:4CQ.v::wa}}•;... :•fir w}}:w}•v ?f.•:...,... r .... .v.xn}}}:•4}. ... ... {+vn-:4).i:4fi:4}% .....:{.^�}?.•.�`•Y{<•l•::.'';•:{{:•{?$$:}:�:v$$j$:{i�:J:}}j::i$<^:`i:J}::jv.'. ♦ name. K•:x<..{;..$•. .....K.. ..{.4>x::;? • n}:. :{.::h•::.vx.••:.:. ..:::.:{.::•::.:.:::::::::::•;:.:::'::.:::::::.: comnsn •.O0"0D0°°?"k L.. .. .. rr r.:.... .. .,<. .. ... x•4:?, ,.......h.-....... :..x.t., .'i:4x.4W'[fiw•}:+ . ... ..w L.., ..w+� ., .. , ...:v ... ... .. ...4.J..vF}?(t r.. ........:•.r1,C�:v.::::'.y'ff^?>%�$j+?.?},:}}'#:'•'.'>.'•r'ii:•$:.j;:iYi;:}i:}t:;?:S:Y;: • .... ,........ .KvC[......... ........::w: .,.. ::-•.x.;,.,K•.:..w.' ..{........ru••:n::::{vx;•::�•�'r-'.•�hr�,'rm.w.::4?..n•}:v,...:.:::x{, ... ..:.:�.::?•:... .+... :•'..':•: . �uK^�;krL�•�v..' .... _ .'•.;�,v,{:rx. Y.{::r•_:::.•rv{:.}v,.:(rx;Ji•.}`}:•:•}'�`::•';�$�.v nf<"v ...,. .G 7J�..... .. ...?:.:.:: y;.ry.-.<:<;!JX+r..:••-:ram. ...$'!$4iC.1J . .,. dress ....... .... . ... .,��x:.... ..{...::..... ,. .. .... ..;,..x..:}c::x•:w..:... ;•}i..KF:�:{4:• K.. . ...:::•YOX .K...w ..:r. ,wn.,?$:�i$:}xJ,JK'a'{O ::.<n;h. 4ur.••.s'-;v�rT}:;(•}::.;::4:jv:,,:•::::::;:2<�r:�:;;::�:�:>:•:::•;:•;:�;:::: .. -...,. ...l:. ,?{{.• roc}.,?:...,•. <•; ::?a•:j{:;::,.:^:';:;i.-.';}'•is':;:a;.;:;:::::::;:; .. . . ..<•• .t2l?u,.yc4 t.T.:R:?:•r '4y':r''t'••ta� gc1''"<.'..' ..'...^'• G`'..........,r ' •x;•r,.•.:.{;.::u•.;• .. .::.:.,,.;cw.x,x,•r .. .. . `Lc?^..'t•. t• .£,Y.:.w�`,wq^c•..:::..: ..4:w.},,;} .::: �1.r •:.v.x..wf.F.., :v}{...-...`t'+< '� .`4�:,•xOv.v::::,.... ......}t r.LL{}..:x:.='is:•. ; nce ca ...- ....}:•-:;.:Fra.+x..,}},?•;'.. wo}�„w.ri:�r::: :�:;:2:::�:�i� 2:`;:f���`: ms01'II •�,w:'tA:�.^boaow;,<t-:ox:trr.;'•.::jl.:$}�}•' .ti:4:;•}:$j:F:j?(}•.'';:?:: r ...... ...:.. ...,., .. ..::.:ti:{'a i....:} , ...«?...h.. •...-,•::,>::'c.$r:•• b..:. ..}}}r.4+„wi,c'•}::•.:%:.4 .. ..r.r ......... ..... ..r..w,. ww....vc.Lti.. ,....., ••. �.. + . . //// ,::: .,... .,:.•.. ... ^� r.�,:,4,4{c.... •fi}.,�E,'„'`7csr,.y;•Yjg;;,., r ,:�•:.;:•.::>.{:...::{:::;::::::.... /.i//////r//// 3s'.t rare.;#: 4r..::.:}-?:?::.,{.�.:{-• ...}.fir?:`. > Lw:F'•.:•:.,„ ..:.... ....:xf$... ..$ °• ••�. 2+�F9+. ....... ::t.:}}:.:•..a:.•}:•:::•'.w+c..::::'•}•.t.......,...,. ...:. :,c:?.•:{'{i:dG}:} i$$:$::::':::': ........ .....::w......v v}.+kt};4}::k}:\v::.�•}:{j}:v::...._..v:.. rr.,'•hC . . ... :•::...... :.......w..F..{.ji:•w. .. ta»acr ':c.,:...t:•:....t.,.:..�•:•::.....::..:•.�}....1.,;{;•}:•}}:.v?..;:r.+..:•...xoorrili... ...... ....: ..,....fi .......\...... ...............:v.•fi$$:?�:•+^C?<7.+:�::•r4:•isv:•,;r✓.:r?.......:•:::'....:::.:n...:.::.::::}::i:•}:4i::<:4:J::Ci:i' ....... .......-..,•.:::::v; .;.; r..........:v:i:'...... r wv:;v'<:i'C<4}}::::+N•• ......:}:.. +,•.vvw....}'.}v.,.•4}}:}+::;::.v.:....• ....w,.,.:.rmiY.•xwCj?{::.,:;,,},'•:,::., Y'.::.,.-•.j.:: ..... .'' •`+ ^� it7Tn .. .. ........v .....:::•.:......,.p......•:fir:..;};.,T}:::}.}}iiiwt"rfnw�n!+{, .:::.;• .:..-. ..........:.... .. x.{wNA'+..thf X•.......v-•. .... .. : ............ .....:......... ..::::.......:.. ....... .. w ?{C$..-.:•:w•.. ..r�......x•,:•;;:v..vwT:::•,, ..";:v..h.......:.{;,,:,;.;,{r.}:::':{r,.vy?:r:$.••.::i;:;{!j.;ii::}):;:�{{{?:$j:;{�i:i':fiiY:i:•`i'.. .. i::'::}%•}:F'::};:1.v,+:.•nw}y}y-w}w,:y Jh�Oh,.,n.:�Y!p:+7w.:. :....:}•... .:.vn;;•:'•}?r:•}?}}:jam::;'{r:i S\L:. .... ... v:xry.}:::::::Y:�.... ...v,..:..:..}.... ���..r� •:Zin.� : ... ... ..''.. ".}r•VwY.+?••:::'v. •,:. WF," tL...W-.:v.,: '�ii:}•}iii�i:�i::i!::':'�'� �. ....::..:.w:.v^...nr w,..r::{•"• .x4C..w:. .t....:.x•::J'.M:$T vrC.:!4ifS:+:}::'::::.:}:v;v:...:..... '.. .. ... ..•. ..:.M: ... .... ......v: -.:•.., .. ..Y...w......Y.•:4:tv.v..vr...;y{F•::.}••:::;ij i..;:•:.:::.;:::i:v'�:::::•i::.}�.;..:�:::�. �. ...:. ...r•... ...,..v..:•.. •:.... ,:........;;' .... .,..W ..:..?.......... w•r((v.v,}.}:?;{{r.�{n::is F::..•• ... .t'S ... ... .. .... ...:. ..r... .. .... {.x.. .. F....:.v:::v:}.....r :.w :v.w. ....... l.v:Y'i:?v}$$i'}.�:jj:•:�:iiiiiiji}iii�i�.: sad ....:�....w,ww.....:. ..?...?.?.:.}... ,.,.,... fi...:w. ..:.... . Few•.'.r�ueot4_t�•�.+�a a,c^:.:: ................. .. .. ...... ..... ....h..;?•R't{%,;?+}njy�cva:x:::urx{,m;w,:j::.::4rx•:... ......:,.. ..,h +�•y?<{T4.fi} :•w}$;?hi:•Y.{(p ':(: k'"Y.•::L4:•}r;w}:•.}:•}:?:$:?:;:j:7::.;•:+ii:}:.:v::{J:1:4:4ri?}}:':}}:" .... nM .. ?7M,%iC}L... .t+�.•(�.? :.;. w'{•} rrv,... � ^i:x,.�i ..v:•w.:x4.\:}i:'???%? :?:•'i0 4:. .ux.{}yw; •ry�0i a•. v:F:x:•;:.T:•..}-,•; 4:}••, .fr.4.y:;, ?:;}.;:.$;tiv${:•:S'jtii}k..::•}v:i::ii:iirii:ii}}':.:. /j..!$''4:O+;Y•{ .... >;:::[?•Y.•:v:jQ?:::v::rw..;., yp. fi,`�{hy:. "MLtj;, :y'?�$ ......:..,•:}}:.};.;{;:.<;::;}:{::}:•;..;..:Acc•:{<,X..k�+.�2•�t •c.•.w�:.M �w'pr•0ji�-''° In!IIT�nCe c0. toS1�00-00aad�or - of ernainal penalties of a fat up mtder Bestltas ZSA of MGL 15t raa lend to the im of 5100.00 a dad afaauR me. I=deli�a paiinre to secure covera;e ss reg�d eaaltles lathe form of a STOP WORK oRDEA ,,ne Yea"'tmorisomaent m weII as dvII p of the DIA for eoreeaLe• erincadm co oy o(this s casement ms7 be forwarded to the OIDee oilavm eJPa1�' Inf°�°o P�ded above it trrr.arid corrcd 1 do hereby certify undgr Date /7 Gd — ` �i_f ph=# 0 1 do not write in thi=nrcmn o be completed b7 city or town oMcid OjucW use onlY Ogtdldin;Devartment pe !lUccttse J4 O�censat=Board tits or town. Oseleconen's 01flCe ent s O$ealth Deparm. c}trcb u immediate response is regWred ..� — O pther�� phone 0; icontact pe"on: .. . ............ ��r ••�/ • 1• •« .0 •Ir M•1 ••1 .•• •11 • •t•.• �,./: i1H•1 rl •1• •'• • ••• •1•• �1•• ..• 11 •11.1 -.•1•�• •1• .•• • 11 11 • 11 • •• �••�% • �•N Y.It • •..«../ _• :••••• • �/ rl /• • •11 • ••�•wV 111• r, •«•'.t■ •It •1 • /•.• .,•Y. i••H• �••1• • H • �•MI• • • • 1�• /• • •••r/ •t 1• • / • •• •1 ••KU /U .1• .• •••«11•. AI • • 1 • r •� /1.•• w1• •1 // • «•1• .111 • ./ • • � 1• • •• •• :•pl• • r•+ •n 1• • • ••ru•u.•••r.l• .• wl• • • «• •11 a �• .•• u•. •n 1 • • � 1• • •• •1 •u •• • ••• l•M �1•• VI I 1 • •_✓.t1 v •r 1 • .+••1• • 11�••1 • • __•••_• /• r .N �••1• • '« • • �• _M• •11 • V✓.t1� /t•'.1 J •• , 1 W. YJ• V11 _ r1 1 I 1 1 1 / 1 1 1 Y • / • 1 • 1111 11 1 1 :11 t IAYII -•.A 1 •1 r1 1\ • 1 • 1 11 • 1/ J. II /1 r/ Illtl 1 1 1 1 1 • 1 t 1 • 1 1 • • •'. 1 1 J1 r 1) r1 1,I 11w.i1 r 111 /1 1 11 .11 r YI • _• 11 _1 • • Ir •1.1: i • • •/• •• • t ••1 •11 • •1 1♦ I • 1• ✓. V 1 • •1 ' V •111: VI I _/llw 1111• .11 ' ••IIIrI• « r•1 •• •«•••1••• ••••• •1 • 1 r ••too. • to atim Y. • ••••••• •1 ••11•U .I11.• ••tl•Ir 11• •/ IIA-11•Y•11 • _• UI �•••w•11. •1 /N «•VI• 1�1 •% • •�+•• •1 �.••1•_• /• // ME %%/%E%%%%%%//%%%��///%'%/%%%%/%%%��%%O/%%%////////%%%%/////////%%%/'��i�''///////%%/%'�/l//%%//�%%''��////%� • • 1 1/ /t ' •It.•�Iw r•1111•...•A`Y,t■ •11 .rrt •% 1 Y•II.1• �• • ' «•_ .•/•_ /• fie P. /1 .1 .1• • IOIL-1-9 11 `II•• .•• •1• .••• •• It • r■1111• .t1 • IY./1•_+ • •1 �� .11 • . / •Uf •IIIt1 •-•w •IU•' 1.1 of _. ••• «:u •r a ••rn I .•n • . ' 1•. n . r « •�•1•. 1.1 r•H•U••1✓.1■ •11 •1 IIA IIKII •• .•• 'wK y 1 • 11 •1 V • / 1 If1 .1�• .✓. • 1 YI • 1 t • �.•11.1 _• 1• /11_ «/ • •1 1• •• 1 •tl'•1 U ..• • •�•• •11 1.1 /•f •u/ of •'�•• • 1 j/ • v HOME t• �•• ... /_• 1 1 11 ' _••✓.t1.111_11 •1 1 •1/AV•••: « •r•1•. - - ' •1•�ww •Iltl•w1 AY.1■ •1/ • • • �• V ✓• I /• , w•I.••It• •1 .t •• •Illr• •w ._• • • • �.. .111• •1 tIt11_• ..., . / 1 w•Y.• ...w.l / •1 . ' ._. . .. /1 ... •1•• •-� � �• •' •1 1 .•.V■ 'Kt• •IIA •Y. .• Ir•1.1Y. « •• 1 w•K• •1/• • t• ••• • •w•11 t • •.� 11 /1 •.•••111 �.1 AV t111.1 • ••• U «• I • IIV�• .A•« �•• •IU•1 •.w 11 ...• • • 1► t•IL ' • • tl•�•11 • • •• •. •I 111 �+`.. • •1 �• •1•Ktt •,�•1•l..•11. 1V. •�•.•• ••1% • • �� • / w • •KU •1• • 1its I1,4 e elkookt• • • 1 11 • • .It •• 1.1 • 1 r•• •«•:It •1• .1/• r • 1 • • • .11 / • ••• so 04--lov.08 1 1 11 11 1 1 1 • 1 K 1 / •11 1 1 1 • • t / �� I I 1 1 1 ( 1 1 1 1 1 I t tell ' • • ' II • 11 1 ' 1 i 216 lrhornton Drive Hyannis, iWa 02601 Phone: (508) 862-6217 �s Fax: (508)862-6007 70 Or messac e o ATTN-. RICHARD STEVENS RE: JACK PHELAN MR. STEVENS, I AM FORWARDING THESE LVL AND I-JOIST DESIGNS ON BEHALF OF MR. JACK PHELAN FOR A NEW HOUSE ON ANGELA WAY, BARNSTABLE. THE DESIGNS ARE BASED ON�THE PLAN SUBMITTED TO ME AND DATED 11i16/0C. PLEASE LET ME KNOW IF YOU HAVE ANY QUESTIONS. SINCELERY, JOEMADERA From: SHEPLEY WOOD PRODUCTS To: Joe Madera BARNSTABLE BUILDING DEPAF I Date: 11 I28100 page(s): 1-0 i0'd 9009Z99905 Pooh �aLdays d££ =£0 00-92-AON COMPANY PROJECTAM i Shepley t/Vcod Products I JACK PHELAN 216 Thornton Drive ; A.NGELA WAY,13ARNSTABLE j Hyannis;MA J6 TYPICAL JOIST LU4N" j 1 ST FLOOR AT LIVING/FAMILY I : IJnv, 28, 2000 14:13:50. PH£LNJ6.wwb . Design Check Calculation Shoot LOADS: { Ibs, psf,or plif Load 1•ype Ili=:r.r1,1'tut. n I +; I l I tl�CitliL'-<<r Lrc�,.Li r: ! Li 'PaLLe>r-n it3t'L Fncl I' t t. End Il.o.ac?', Fit I L Area i 0 i t i.. Ft.11 TY..11>Lt1'�ry width 1. ...._._...-- - t MAXIMUM REACTIONS(Ibs) and BEARING LENGTHS : i I 0' 14' 30' ' :ar.ac:ity i 1 44 _ , q I 1144 j 1,.rgt.h I.I-1,'2" I :;Li'!'t'anaT i IJr31 p1,ji ! Yin i i AJS-10, 9-1/2" Depth, APG 2x3 Flange, Spaced at 16"c/c;nailed and.glued subfloor This section PASSES the design cope check. ...... _. . SECTION vs. DESIGN CODE NDS-1997: (Ibs,Ibs-ft,or in ) r.na,V.'; V.i�Ue' Design V.9luQ :flflu i,yl;is/_i)t-iri j I shcaf. J h': j Alt' B�nciiry(+) M/A1r 0,S e: i Rend i.ng l-) I `4 1900 j Mr 27 is P;+'Mr - 0.'10 6 a 1 0,210 = L ',10 Ll :jr, ADDITIONAL DATA: ;Lt 'M i;t CT. _,L' ("V 4 i (,.i.t !.a TA. , FI't I"' tt/� 1.•O(; 1r.0o 1.:10 LOCO 1 •Q 0' 1 .(N) 1.is 4 1.0uo 1 .00 1. ? Iat,nii7.!1g(+! i.co '1 L+L itYtt•Y.EYni: L, r i°1 = 1:. ii ?....- ! t. j Lte;ndi.rig{-) : LC•.4 .. ) L, M = 140(t 11•:_<-'I. LC4 =' _ 't!L, I' - 6 t L1?e• I beflcc:l.i'V LC'$ 4 = DIL (patt.c_rn_ LI i1i06 It:a _ct£il Rt:t.1er..tion = 1 .a(11Defln dot.id t Lh•fin S-slow th'=Wlnd T=imt�,3r.,t r.=c:cast.ri r r.t'tl arc: Ijjt.zil it',. Litt, Analyr'is nt:r.raicl tiLoad Gat.t.ern: ._`•;/'. ::'-L+.^•, nr _:C -r.r; '' I DESIGN NOTES; I. Please verify that the default deflection limits are appropriate for your application. i 2. Refer to appropriate sections of the ALLJoist Product Manual for installation guidelines and construction details. 3. USA: listed in BOLA Report 97.89, SBCCi Report 9707A, NY Gity IVIrA-247-97-M Vol.I!, NY State Certificate of Acceptability. 4. Canada:listed in (:CMC 12787-R, __.. . ......... 01 - d 9009Z99809 Room iCaLdays d9£ =£0 00-eZ-AON s ` COMPANY i PROJECT Shepley wood Products I JACK PHELAN ALL 216 Thornton Drive ANGELA WAY, BARNSTABLE Hyannis.MA J5 TYPICAL JOIST 1ST FLOOR AT MASTER BED Nov 28, 2000 1413:02 PHELNJS.wwb __..... Design Check Calculation Sheet I ! LOADS: {ibs,psf, or pif i I1. aJ 11ypc ! LiuCzii:>t.ltion I MagttitudEe lft-.J C:aLLcrli I I I I '-.,tart End a!* Lrld L',..,d? i I j 1 C c d. .... ..1 Dive e'u21 kren 40 (i.r U). � _-...__._. _.._...._..._...,. ..... ....-_..-.......... .... �.._..... .. 'T 1.li.;L i.ur'',' Width (i 1;) .... MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS : i : �. uplift 3C! 47 l.A Yii"I i-. 1144 AJS-10, 9-1/2" Depth, APG 20 Flange, Spaced at 16"c/c, nailed and glued subfloor This section PASSES the design code cheek. SECTION vs. DESIGN CODE NDS-1997'(Ibs, Ibs-wt, or in GT2t rigp iA'nCtiysl i V I_Ue L,cslyCi V�i.:.tt: 1Auw:i ,L,iG!UeSiyn Shear I V 642 ... V.Y. rC ........-. ..V;/vr i1.55 i '-Rendiny(f ) i 19 1b?4 I h1r ?' ".IFI ! Rending(-) j M 173.i i°Ir 2ila i aN:r :i.64 i i Vt.. Defl 'n i 0.:17 - L/Hr3ii 1.!,:i = L!ai>t1 0.41 0.2 /ii 15 �t.;it? = L!:'�I i1 �.'j5 -._..._.-......_......_...�.............. ... ..:..._...._...._........:........-.........._._..... i . ADDITIONAL DATA: FACTORS: F C^ is,N, Cr.. (:L t L' :1) C.`ty ("r vb'+-: a '.:t 1.(il'i 1 -')3 1 .O(1 1 . (i(1 1„0O. �1-iIi!;7 ii:3 - 1:? i t 1,.00 .1.f1(1 O (i F•:' i!i _.Uri i.U0 1.00 I I MendiCig(41 LC4 4 _ o+i, (t)tlLCc:'n: 1, , M = 1!)-2.4 Rgn;y)rm . LCtf 2 iJFL, ?1 1-3' .1}:•&-ft F)4T.,, V - re12 lh-5 UHf1.�9tJC1�:Ri .,!={♦' Q - ,)tT� �)?)ii:,.eY'a. j.l GI° 25:'),61c(1E _1:,••1:1 G.Zilt°05 1}:,s 1 . ' I Total. t>eilrc.r.i r - 1.50(C•e'in (jead) t nefln W wind 1--i111PZ1CC iH1i i.,i:':> .;net Iisi'ari ;.n > he Analysis ,.-c ,., ,Lud!.I dutt(.cn: .,-•,�,., ,C=:;,.;... ;:,r .L!i'., r:o u.:)tt%•rn load in tF:iz� _ ._.-.._..._.... ... - I DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Refer to appropriate sections of the ALLJoist Product Manual for mstailation guidelines and ccns)ruction details. 3. USA: listed in BOCA Report 97-69,SeCCI P.epoit 97C7A, NY City MEA-247.97-M Vol.11, Nv State Certificate of Acceptability. 4. Canada: listed in CCMC 12787•R. 60 d 9009Z913809 pOOm iCall-days ds£ :C0 00-13Z- A.ON t..... COMPANY PROJECT ® Shepley Wood Products' JACK PHELAN i - I 216 Thornton Drive ANGEL AWAY, BARNSTABLE Hyannis, MA J4TYPICAL JOIST �UI*NCE 1ST FLOOR AT KITCHEN/DINING i Nov 28,2000 14'11-56 PHELNJ4.wwb Design Check Calculation Sheet i LOADS: (fbs,patf, or plf) I- - ......... .I . ....... LUad lyp.F I r>i.st.rinu�.l_:n .i magnitucir. Lr.(:aLiun (1t) Pattern Start. FAId ;;r;,rt jjnci T.c'ad% ! i 1 Drtt I ! t'U.11 Arai Live I FuI I Arr±a 40 !16.(3) - ................. .. . ............ . MAXIMUM REACTIONS (Ibs) and®ERRING LENGTHS : 01 12 2S ; i Cllsl. l''L � i 3 p i (::Apa,.t i.y i 144 I 'I 144 j �tiffeneY I :i i•, pan, AJS-10,9A/2" Depth, APG 2x3 Flange, Spaced at 16"dc;nailed and glued subftoor 1 This section PASSES the design code check. I j SECTION vs. DESIGN CODE NDS-1997: (Ibs, Ibs-ft, or in ) I 7iterion fralyai . value IDesign daiucc ;u'ralyc:is;J�earyr: - t,0 V,/Vr ll.el i Pend.inc;(I ) prl 11.16 Nr ?7 23 h1/111r Bend i:?t9(..) M - .143.3 Nr ,23 N/Hr • ii.;>:'. i Livct uefi'n G.'i3 = :.r../!i9!3 0.4'1 = L/360 r Total Uefl'n Q.1% L/992 1.1 .0.10 = L/340 0.24 :. _......._... ......_..........-.........? ...._........._..... ....... ............._......._.. ........._._._.....i I ADDITIONAL DATA: FA:'1't>N.'.;: Cll CP1 Ct C.T.. i:F '_V C.fu Cr L(_4 Fa' t' n/a l.uq 1.00 1.00 1.00C 1 .00 '1 .Op(i 1 .00 1..1.5 4 .OG 1.00 1.00 1.0OU 1."'10 i .'?q0 1 .00 1 2 j R('ndirLr.Tl! 1 L('+i 4 DIL (J>attern: L; , M = 11"io lb.;-t't. ' D+L, M = 1'1:3:; IJ-o�-ft i�efl.ci:r.icn: Ti;f} l OIL (pattern: L) FT= ^`.i`i.F.letri, l.b .in2 Xj :S. Den6 1Cs i Dr le:a•1Gn 1.50(0efln dead) + ;0=r1 L'-1ive ,nOw W=wind 1=irrl;;a4:1. .:=r: nglt1'IIe:t.inni (At I NC s ar%, li=,ted in the Analti':s.iL; cx:t:Fiut.I j (Load pat.l.errl: 8=;i/[. X{ Lt•S or L4(;, -=n:� i;.rLl.;'.rp ''.-)-ad in this span) i . .... ................ ! DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Refer to appropriate sections of the ALLJoist Product Manual for installation guide!ines and construction details. 3. USA: listed in BOCA Report 97.89: SBCCI Report 9707A, NY City'MEA•247.97-M Voi.u,NY State Certificate of Acceptability. ! !4. Canada: listed in CCMC 12787•P. 80 'd 9009Z98805 Poore --CaLdays dGS -CO OQ-8Z-AoN t t ® COMPANY PROJECT Shepley Wood Products t JACK PHELAN ! A&& 216 Thornton Drive ANGE,A WAY, BARNSTABLE I Hyannis, MA j J3 TYPICAL JOIST is 2ND FLOOD?AT HALL : Nov. 28, 2000 13:42:40; PHELNJ3.wwb I Design Check Calculation Sheet LOADS: I Ibs, psf, or plf) Load I Typ-z L1it;LrIbulion 111,jI'l tuCc L.r,ra;.irin ;t't.J r'r;L.l. rn ... ..L_S Fr:_ .•1!_ Ln':! N.' . i 1 C'A[+lr. 1''l'tll Arf+•il I,_. 1` ,' n,lili 6 • 2 i.;ua I F1.0 1 A r,.-4 I .;a O ii.i)) ' i4,.! . . TrIb:r;!.xry Wi•:JLh rini i MAXIMUM REACTIONS(lbs) and SEARING LENGTHS 0' 12' 16' read -r 1 I 1." •! :.i Vl' iF•f.:ii 1- i fit) ........ ..I .. ... I I No l . ... AJS-10, 9-1/2" Depth, APG 2x3 Flange, Spaced at 16"cic, nailed and gl6ed subfloor This section PASSES the design code check. SECTION vs. DESIGN CODE NDS-1997:( Ibs,lbs•ft, or in I rinr-1 iAna.yi;i!: W-tlut yrt Vul.(le Art...iy::1s/r'•t;c;igit Q t} Vr ... .1'-1 f=.1) i LtJ1C11I1g{+i 1 hi = 1 j') ! I Lien<;inq(-) I M _ !.,:i:i i Mr '. 2123 M%Mr _ O.20 I j I rave i.)ef1 n i:. U = t,/4u') ! I;.r'. L/1$i; I 0.':! j T:i1.al i)efl,'il C,12 L/40` L_�_:..4Q = T,?1?.{} i :3,.30 i f 3 1'f�ll�'V�L' �G3!, yc ,.•r.;i:, .�c^! !. ^C.i. �1 . j ADDITIONAL. DATA: r) (':m 1 t i,L ?'l'. r LCJt n/1 .1 ,'00 i .f)fi .1. 710 1.000 ': .O;.i I .I?I)r) i :(l(i ch, P./'• ': :f,' (`,l } ii'^. 1.00•'? 1.:.?0 is i)l� 1 r:i' 1 is i - _ + 1.(,C 1.0.) tieti�inp(+) : t(:?f a - ItiL (aattcrn: 1, M = 114 ins-it Ber:ninq - 1,C0 = r) >hear LC{} = r'tT.. 945 it:•s j i Or,al,-Cttio);: LGu 3 = "str. (,pat.t.ern: L. ) F:I= ; ,1)-61P;'•i, 1h.. ).n2 it ' b.2Cc:lf, I 1J� Tol.;li ne;'le•;.ti4r: i.SQ(r)lt In cJ6ad') 1 uFfir: Ll.ve (ll":rrc,:tcl t,=I ivy+ S.-5'r(-lw W-Wiuu T=innnan` Oil) (AI } L(:': are 1.isLcacJ in r..hF Analyiti nut put'.) I rT,ri�rrJ �'at.�eL'n. _--.'2, .=T�r:, i;a•i .. 'r =rV ,_:a Li r.rn i%:ari j^ t1?ls •I:ilft) ' DESIGN NOTES: 1. Please verify that the default deflection limits are appropnate for your application. 2. Refer to appropriate sections of the ALLJoist Product Manual for Installation guidelines and construction details. 3. USA' listed in BOCA Report 97-89. SBCCI Report 97C7A. NY City 1MEA.-247.97-M Vo! 11, N`! Siate Certificate of Acceptability. 4. Canada' listed in CCMC 12787•R. LO-d 9009Z99905 pOOm keLdaLIS ds£ =£O OO-8Z-AON • r COMPANY PROJECT j Shepley Wood Products, JACK PHEW4 AL i 216 Thornton Dfive ANGELA WAY,BARNSTABLE i Hyannis,MA J2 TYPICAL JOIST A& LLIJ* Nov. 28, 2000 13:30:10 PHE NJ020v FLOOR BED. x1 Design Check Calculation Sheet LOADS: (ibis, paf, or pif) ........... .... !Lvac! 2Y1+C 1.>i.gt.rihut..i.:^n MZIOtlitUde ;.n;at.ic�n lilt �1'.it;r..rt5 i .........................-.._.. i ..t•.. t-t•. F. ... ..nC 't� _...... 9 tx L+•L'd L't t� i TIN.ad 'A;11 Area I I o (�1'il.l;f.�... ._I4 T _ I Li:,re i 1',il..1 4re;i 4i1 r'li .p) t :res i .r1t:iry 4tzd".t, ;tn) MAXIMUM M REACTIONS (Ibs)and BEARING LENGTHS ; _�_....- —......... I 0' 12' 28' ! 1 . ..._ ...... ..... 86 i ' ToL,i +3' i l 1 Si,i 4.`_•1 i I Uapar:iiy 11-19 ::)2s)i j ::44 AJS-10, 9-112" Depth, APG 2x3 Flange, I Spaced at 16"cJc; nailed and glued subfloor I This section PASSES the design code check. ! SECTION vs. DESIGN CODE NDS-1997; (lbs,Ibs-ft, of in n.3.1y-51iP, Vi.UP i1)P•.$;.4n e. .7SV')ai.y'�51.R/i)Htilci! Sne�r V i,4? Vr = T.1 >U V/Vr +i tJ. U ndini M _'3' i t•11: _ 23 [+,iMr ... p.El Lice Gefi'n p._-12 L/886 v.5'3 - 1,360 0"ll. 0*f1 ❑ 9. 1+,�`-:J ADDITIONAL DATA: FACTORS: F i:D (:f :V ::t.t ::r L•t:ii F4t't= n fa ) .t.)O OL` 1 .30 1 _t)t)U t..()D ) .000 1 _00 1` 4 ! c2'1'-= n/•a 1 .(;O :f)t) I .0:) ) -i:l)ti 1110 1 " pQ:;) 1 ..,.. _ .'t` _ i.'t0 1 tsr:nd rtglt).: iC'ft '; = rr1l, (w.t.ern: L) , M 1524 i! 6-*_t HEerufir•,q(-i : .i,C'fj '� - �)li�, 'rl - �'J:?5 Lhs�tt f.�Bflecticln: iC# 4 Li+L {}:at•t�r11: L) f:T= ..1?,i:lt:tit! 1't:-i:!l. K= `.;_'f)r,:()t; lt):i I Tnt:.al ')e•t1IP,.Cf7.:]n 1..5t)IUfef1-n d {. 1Dt•f11'! 1""iC'. i ifJ=dead 1 =i.l.11c i'-grOtJ W;--wind 1 incziaC:t All i:C,x rrN ).iy:*,d in t•^e Analysis outwit) .._ .!b:, 1::zv: in thin ej:>(u':1 I . DESIGN NOTES: 1. Piease verify that the default deflection limits are appropriate for your application. 2. Refer to appropriate sections of the ALL.Joisl Product Manual for installation guidelines and constructicn details. 3. USA: listed in BOCA Report 97-89, SBCCI Report 9707.6. NY City MEA•247-97-M Vol.11, NY State Certificate of Acceptability. 4. Canada: listed in CCMC 12787-R. 90 'd 9009Z9seos POOm iCaL days db£ :£0 00-eZ-AON i I ........ ... ....... ; COMPANY i PROJECT A Shepley Wood Products JACK LA PHELAN 216 Thurntor, Drive j ANGELA WAY, f?ARNSTABLE � Hyannis, MA 1 J1 TYPICAL JOIST ja ; 2ND FLOOR AT BED.#2 Nov. 28, 2000 13:29:201 PHELNJ1.wwb __.... ............. .. .. i _,...._.... Design Check Calculation Shoot 1 LOADS* (lbs, pet.or pit) L'-,ld Tyr>e rii.sL.riL;u'_ivri I Maq,nitude L:?C:at-it:n IVtJ NaLtC1:n 1 C•C_+t't 1In�1 i M t., rL 1 Lte3ri Fu 1 ! A"-oa r......_.. . . 10 (I i,.(')i' No i Live Ful_ Ai'ca .10 +. ti,,;;'t ... 'T;11UtAYy lYii1LY, !1?l} MAXIMUM REACTIONS jibs) and BEMIRING LENGTHS : 1 I _ 0' 12' 26' .-. ....... ..... ....... UCai1 F;1 2 1:;, I -7 UpIift :?:19) li)i ;; 1 i6: 1 ':rluici.t,, j '1144 j ;. :' 144; i -. F . Leny'h .. _ I j AJS-10, 9-112" Depth,APG 2x3 Flange, Spaced at 16"c1c;nailed and glued subfloor This section PASSES the design code chock. SECTION vs. DESIGN CODE NOS-1997: lbs. Ibs-ft, or in y I l.''r t.e.r,ic,n Analysis VA1)1P. gn lglue? 1Rnr,1 ,!;.i:;/f1+ .4i.yti _ Bw di nq(+) M = 11,.`6 1 Mx = 2723 i R)•tnd:rtq(-; .1.43.), i Mr = 272 1/PIr i?.b:3 1J.VC L)eC1'n i 0..`1 = :L/993 0.47 = L :'(;: 0.2':f t . /492 0.7o _ _ ,_., ADDITIONAL DATA: F(1C'1'LIR L' _L` CM r t t_L cL' '.., l':' "-"rf 1.N- 1.000 11-00 i.0(1C i. () 1 .. 1!-] Gr.•. .- 7iR i..(1+) .1 (1�. I..i19 :c.i)fN) 1, ,. ....00•. lining' : LC4; 4 L1+L (riatte.rll: L) r .1 1:'t 11? -ft anai.n,�!-) : _•l;ff 1 _ C1,L, M .11:33 lt:-e-tr. LxLrlee:tion; LC14 4 = ()+L (r.rd 1.t.<:r•n: T.) RT= K=' 5,21uc06 lb;; 'total ueflrcaicu', - 1.Sb(uefin dcaa) � LiCi.1n i.,ivv, (L) dead L live. _ cmow W wind 1:•inipac;,_ OU I LC's are li?reel i n the. ;`analysis ourput: pattern in-a::r in tn_ spar:` j DESIGN NOTES: 1. Please verity that the default deflection limits are appropriate for your application. 2. Refer to appropriate sections of the A.LLJoist Product Manual for inslaliatior guidelines and construction details. 3 USA: listed in BOCA Report 97.89. SBCCI Report 9707A, NY City MrA-247.97-N VN.il, NY State Certificate of Acceptability. 4. Canada: listed in CCM1AC 127 97-R. ! 9O' d 9009Z.9880'S pOOnn iCaLdags dV£ =£O 00-eZ-AON r b BOISE CASCADE - BC CALCym 99 OESIGN REPORT Tuesday,Novdlnber28,200014:47 File TRIPLE • 1 3/4" x 9 1/2" -L SP 2900 Name: PHELAN 83.BCC Job Name JACK PHELAN Customer JACK PHELAN Address ANGELA WAY Specifier Tt"OMAS MOORE DESIGN COMPANY Des,rinor Joe Madala City.State,Vp - BARNSTABLE.M.A. Company: Shepley Wood Products Code Reports ICBO 5512,BOCA 98.52.SBCCI 9852 Misc: 93 Member Diagram BASEMENT RIGHT SIDE i P 7J t nt •rd load (PS;:) 4Q li �Tribu- 15 07 a a ( / to I _ Y . ._.. ...—.�. ._.-• ^.::�'4\9V�:.i:R)i:r3l'i�tfGY:.':h:e.h�'.Jn.r. ^�'.'.^.LG?G?.`^:tR):t (,:.y>:j3'ai'@�'Sq:t'o:Y�'Kt is<BX:;��,�;:<:eyav n}!.,L:y>:b`<>At12 A,w` D.a ;iA�` 1 ..k i P, J Vi. ..,nil•:.:.}.:t;,f.'C:k Gt;<1x :.I.,t1S^ >t'. h G;l 'ASS a YLt ::O'to;:� 40154 LI- 87DS# LL 6000M LL 23190 LL 18084 DL 37084 OL 1958N OL 8364 DL Oa-0a-o0 I of 04.p0 08.04-00 Total HuH 2ont:1 Lengt'n 7S-00-00 General Data Load Summary Base Unit Feet/inches ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load LE3 00-00 00 25-00-00 40 15 15-00.00 100 Member Type: Floor seam 1 WALL UM Lin Load• Left aa0o-00 08-04-00 0 60 n/a -100 Number of Spans - 3 2 SECOND FLOOR Unt.Area Load Left 00.00-00 C8••04-00 40 10 09-00-00 100 Left Cantilever No 3 WALL Unf,Lin.Load Lott 00-00-00 08-04-00 0 60 n/a i 100 Right Cantilever No 4 CEILING Unf.Aroa Load Le`t 00-00•.00 08.04-00 20 10 07-00-00 100 Slope(in/ft) -.0.00 Controls Summary Tributary(ft) 15-00-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive - n!a Moment 10617 ft-lbs 54.2% 100% 4 1 -Internal Construction Type n/a End Shear 4582 Ibs 47.50b @ 100% 4 1 -Lefl Cont.Shear 6680 Ibs 69.:1% 100% 6 1 Right Live Load(psf) 40 Total Dell. U619(0.161in) 38.7% 4 1 Dead Load(psf) - 15 Live Deli. iJ 866(0.115in) 41.6% 4 1 Partition Load(psf) - 0 Total Neg.Dell -0.066 In 45 in 4 2 Duration PA) 100 Disclosure The completeness and accuracy of {VOTES; the input roust be verified by anyone Design meets Code minimum(1-1240)Total load deflection criteria. who would rely on the output as Design meets Code minimum(1-/360)Live load deflection criteria. evidence of suitability for a particulAr Minimum End bearing length is 1.5 in. appliceliofl. The output above is Minimum Continuous bearing length is 3 in. basad upon building Code-accepted design properties and analysis. methods. Installation of Boise Cascade engineered wood products must be in Accordance with the current Installation Guide and the applicable building ondes, To f obtain an!ns(allabon Guide or If you have any questions. please r-a!I (800)232.0788 before beginning product instalfation. BCI1D and Versa-Lames are registered trademarks of Boise Cascade Corp. t70'd 9009z913909 POOm (&Ldegs dbE =EO 00-2Z-AON BOISE CASCADE- SC CALC Tw 99 DESIGN REPORT Tu&sOay,November 28,2aoo 14:25 Filo TRIPLE - 1 3/4" x 9 1/2" V-L SP 2900 Name: PHELAN 82.8CC Job Name JACK PHELAN Customer JACK PHELAN Address ANGELA WAY Specifier THOMAS MOORE DESIGN COMPANY Designer Joe Madera Clty,State,Zip - BARNSTABLE.NIA Company: Step!oy Wood Products Code Reports ICBO 5512,BOCA 98 52,SSCCl 9852 Micc: B2 Member Diagram 13 ASEMENT MIDDLE �i I standard Load (-S;) - 40/15 Tributary 15 00.001 ! I ....................... _.. ...��-:..M,a:..,e.h.ci.�,vL..,Yaiai.:eat..p...:,:a.,...x.. ,.:....w,2..<..•a,..:,h•+.,.,,,rv:.;�.F.-:.,<, ..::. '...%�•�:.. ..:.. ... ... .. -,a :i,•>eo« ' , 48:s0 LL 2271# oL. 2 71# cL I I ..... Total Horizontal :.ecgth 08'0?.nO . General Data Lewd Summary Base Unit reetlnches ID Description Load Type Ref. Start End Live Dead Trip. Dur. S Standard Unf.Ar9a Load Left 00-00-00 06-09-00 40 15 15.00 00 100 Mambor Typo: Floor Beam t WALL Unf.l.M.Load Left 00-00-00 08-09-00 0 So wa 100 Number of Spans 1 2 SECOND FLOOR Unf.Area Load Left 00-00-00 08.09-00 40 10 09.00-00 100 Left Cantilever No 3 yvALL Unf.Lin.Load Left 00-00 00 08.09-00 0 60 nla 100 Right Cantilever No 4 CEILING UIH,Araa Load Left 00-00-00 08-09-00 20 10 07-00-00 100 i Slope(in/ft) 0.00 Control:;Summary Tributary(ft) 15-00-00 Control Type Value %Allowable Duration Loadease Span Location RP-petltive nta Moment 15495ft-lbs 79.1% @-i00% 2 1 -Internal Construction Type - n/a End Shear 5802 lbs 00.2% Ca i 004e 2 1 -Left Total Defl. U 368(0.285in1 65."%: 2 1 Live Load(psf) 40 Live Doll. U 542 i0.1931nj 66.3% 2 . 1 Dead Lcad(psf) 15 Partition Land(psC, 0 Xnattion(QA) 100 NOTES: 018Glosure Design meats Code minimum(L/240)Total load deflection criteria. The completeness and accuracy of Deygil ni0ets Code minimum(U360)Live load deflection criteria. the input must be verified by anyone Minimum End bearing length is i.%in. who would rely on the output as evidence of sultablllty for a particular apniication. The output above is based upon building code-accepted design properties and analysis methods. InstaCafion of Boise Cascade engineered word produols must be in accordance with the current Installetion Guide and the applicable building codes. To obtain an Installabotl Guide or if you have any questions,please call . f800)232-0788 before beginning product mstailatlon. SCIO and Versa-LamO are hegistered trademarks of Buie Cascade Corti £O - d 9009Z9aa09 POO"^ 0CaL dauls db£ =£O 00-2Z-AON 7 Y' BOISE CASCADE - BC CAL,C'm 99 DESIGN REPORT ' Tuesday,November 28,2000 14:21 File TRIPLE 1 3/4" x 9 1/2" V-I-. SP 2900 Name: PHELAN 61.t3CC Job Name JACK PHELAN Customer JACK PHELAN Address ANGELA WAY Specifier THOMAS MOORE DESIGN COMPANY Designer Joe Madera City,State,Zip BARNSTABLE,MA Company: Shepley Wood Products CoOn Reports - ICBO 5512•eOCA 98-52,SBCCI 9852 Misc: 81 Member Diagram BASEMENT LEFT SIDE standard Load (P3f) - 40%1.- Trib„tary 13-00-00 _...........:...... _............._. . • ... ... _ I. •�c,..;:pA1>ax:as><<.n.a.es:..•. o.r.;:..,r„<:..,.. :,:'.:......: "..•;:.. ..... ..bDi. .:s✓ �.•v, .o-:e2Ja.z<.aeSz;.iN>)c : �g�..: ..,,i<.1t;rk?w a4.:,i:..v,..i i:a3M<i;: +At:M,. of:.f^.;.ylfiH^.fi$�........;..y• ,. j`.r''i.a'§:�'..:�tt:sP a r •l ly4f �` T � .. .. ..o . 3 3 Yk>;�ioxi?::•'vrt,Fir',:s,�pazt>u.:s'A::�a .S.:i .. R f'i'.<.F'if:.?`�•ui."�3i1:£Q•Cv':b4fa9:5a'... a<So:.^.,uL.:.:i'r._:!�.s•.♦.,:_..... .. ^sbn....e:iavnotc: 3094q LL 928?rr LL 3387q LL ' 9680 oL .1S62p M. 11569 bl 06-04:00 07.06-00 Total Horizonttil Length 1.4-0-00 General Data Load Summary base Unit Feet/lnches ID Description Load Type Ref. Start End .Live Dead Trib. Cur. S Standard Unf.Area Load Loft 00-00-00 14-03.00 40, 15 13-00-00 100 Member Type: Floor Beam 1 WALL Unf.Lin.Load Left 00-00-00 14-03-00 0 60 nta 100 Number of Spans - 2 2 SECOND FLOOR Unf.Area Load Left 00-00-00 14-03-00 40 10 13-00-00 100 LeftCantilevor No Right Cantilever No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope(in/ft) - 0.00 Moment 9208 R-Itbs 47.0% (g° 100% 2 1 -Right Tributary(ft) 13.00.00 End Shear 34041bs 35.3% @ 100% 5 2•Right Repetitive - n/a Cont.Shear 5485 Ibs 56.9% ®100% 2 2-Left Construction Type - n/a Total Deft. LA054(0.085in) 221% 5 2 Live Defl. LJ1328(0.068m) 27.1% 5 2 Live Load(pat) 40 Total Neg.Dell -0.02 in -0.5j:i 5 1 Dead Load(psf) 15 Partition Load(psi) - 0 Duration(9b) 100 NOTES- Disclosure Design meets Code minimum(U24.0)Total lead deflection criteria. Tho completeness and accuracy of D•esigrl meets Code minimum(U360)Live load deflection criteria. the input must be verified by anyone Minimum End bearing length is 1.5 in. who would rely on the output as Minimum Continuous bearing length is 3 in. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-078S before beginning product installation. BCi®and Versa-Lem are registered trademarks of Boise Cascade Corp. ZO'd ' 9009Z913809 POOm "CaLdays d££ =£0 00-8Z—AON Department of Health Safely and Environmental Services o Building Division t3nxrrsrneLe. 367 Main Street,Hyannis MA 02601 - MAS& 1659. Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 - HOMEOWNER LICENSE-EXEMPTION- ' Please Print DATE: 11 /f hlo /- JOB LOCATION: s(rect village number "HOMEOWNER": Jaiv.'' ho phone# work phone# name CURRENT MAILING ADDRESS: G(e h S;nc fo C T D603 7 city/town state zipcode The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage as individual for hire who does not possess a license, orp vided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or-intends to reside, on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one:-home in a two-year period shall not be considered a homeowner. Such"•homeowner"shall submit to the Building:Official on a form acceptable to the e for all such work performed under the building permit. Building Official,that he/she shall be responsibl (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures d requirements. Signa of Hom Approval'of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION t f The Code states that: "Any homeowner performing work for which a build o� at if the homeowwner enga permit is required shll be ges arom the provisions of this section(Section 109.1.1-Licensing of construction Supervisors):prvded th person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Sup communities require, sibilities a Supervisor. On the last page of this issue is a as pan olf the permit To ensure that the homeowner is fully aware of his/her responsibilities,many application,that the homeowner certify that he/she understands the respon form currently used by several towns. You may care to amend and adopt such aform/certification for use in your community. Q:FORMS:EXEMPTN . pp THE T The Town of Barnstable—Historic Preservation Section Old King's Highway Historic District Committee • r r r v sI'E'g 230 South Street, Hyannis, Massachusetts 02601 1659.�A Phone: (508)862-4684 Fax: (508)862-4725 E-mail: okh@town.barnstable.ma.us MEMO Date: March 30, 2601 To: Tom Perry, Building Inspector From: Beth B. Maples 45? y/ Re: Assessor's Map/Parcel Number 133-069 81 Angela Way, West Barnstable Owner: Jack Phelan It has come to my attention that the foundation of this home has been poured at a location other than that which was approved by the Old King's Highway Historic District Committee. I have spoken with Dorothy Stahley, Chair, who has asked me to forward the following to you: 1. The builder has been advised that the owner or the owner's agent must file for an application for a Certificate of Appropriateness for this modification according to procedure with the Old King's Highway Historic District Committee office. 2. As this is a"forgiveness" application,the builder may proceed with framing as scheduled, without having to wait for the hearing or appeal period, and may be issued his permit(s) from your office immediately. Please call if you have any questions. Thank you. 1 PLAT REF- PLAN. BOOK. J89 PAGE: 5 DA 7E. AUGUST 28, 1984 ASSESSORS MAP 13J PARCEL 69 LOT LINE AS SHOWN ON SUBDIVISION PLAN LOT 21 ASSESSORS MAP 133 PARCEL 69 AREA=52,480tsq.ft (PER PLAN OF SUBDIVISION) �yy fXS71NG FOUNDA71ON 12 TOP OF FOUNDARON ELEV. = 31.1 t LOT 20 S LOT 15 ASSESSORS MAP 133. 'L`?, ASSESSORS MAP 133 PARCEL 68 PARCEL 40 0 ti Q � 3 160.0� VACANT o LOT 14 h ASSESSORS MAP 133 3go 51' LOT 22 ASSESSORS MAP 133 PARCEL 39 PARCEL 70 HEREBY CERTIFY THAT THE FOUNDATION SHOWN HEREON IS LOCATED AS IT EXI E GROUND. D DA TE PLS.- Lt 4 No. 32662 Pl o f Plan of L cn d W= ; URVC-� in Barnstable, Wssachusetts prepared for Jack Phelan 27 MARCH....scale: 1"_ 60' Coastal Engineering Co., Inc., Orleans, Mass. C14888.00 E _ Ian FAav alit % w ? CONS, PiPa Ur �. - Kn WAR Wo0v CAP � GY N -- -_ o aD r- ---TYplC L IT12 CEPAR Poor 5HN E5 00 QO 41,01 12 _._—___--- _.__...-- 12 Q CO -- TDP OF PLATE w N _-.._______ _.._ _ Z ,w � ti/1 f _. - •,. ... tYF'ICAI. Z ;-COMM � CIS 00AM5 5lI3FLGG�00� ►-r .__._ _.-,.,._ _ .... - ,_ T � C!1 for�r�,A� , , , 'r _ _ 0 5lX3FLG r0 a vPUL 1/2" R 6'r I�r aP/f � ONE' AflON C / t30F G 51GING Ci�MNFY Zco 12 ( T 12 - w 12 TY>'Ick I x 8 M-1, w 130AW5 W/I x 317 F , n V ) O .� _ , _ _ .... . . CONr 1 L00P _� St,f�i.00p SCALE : 11 _.. .__ _ 1/4 = -0 _ _ ... _. _.......... ......_... ...... .. ......... ......._.. .._..... - __.........,.. .. _.._-.-----. .___ _......... _._..._... TtirPiCAL t x 5/I R F, ...._.. _..- __. ' ._.. ..... . .. - ...,.... .,_..__.._...._. ,.....,_,- ._. ._.. .. .... ... _._.,. ..__..,... . ... ...... DATE t� ti f3GApC5 ti -- �v CoRf Ty CIS MAR �; _. . . . y�����f � s�f�� ��� � � PROD. NO. SF�ItlGl E 51PING _.. - ' _...- ,-_._....__. _..,____._ -a _..._.-_..---•--- _.. _____ _�_:_:�M1.. f r r <,, - 121 _ L_..-.....::_..t.�. _� �. ..»-.— ,._...Y..,._._,_._.._..._.._..,..._....—_,......._._..___._�,.,..............._...�:_ -__._ _...._.,...._.__ ._,.,..-....__.__...,..».a.....-._..._..— ^,�' yjr ;Yi. f: r ,,.. gff� 2N DWG. NO. LATTU AM,(VNI M,} - 112� f��VAION P\16,Hf 5 (REVISED: 3/26/2001) / a ,.. .. , - ..., � .. .. ._ ...,.:. �. '. a. ,.. .. �- -.-• �y }� L r Sig [Ell .. i..nr.:. .. [ ,. , ..,. ,. .. .. .- x ♦ ... !j �I W .e:. ... .. Pr .,� �., ;/It' 't Y. C . .. - . _ r. .. ?.. ...- ,.. r .Y. t e .1 � r .:• r, 1 s n ., .t{t' V �/. r§ 'Y+.. _,.._ .<. .... :_ .t .. >,�,r: > ., rti ..� .t �.44 - a ... ... J. .. -. .,. .. .Y .. :.5..n't.L.,.� a ,JVC rMA 3 . . E k 7.D. , i A .+�' ... c .-,,.r m.. r .:... ,...:„t. ..z......,v.. _,. ,.. -,., ....,.... ,>.,..-.Y:La_ ,..i..... ._..Y.r ativ,. ,.w,-a-:.a„ _.. _ ..,.,.,-.—. .�- i.' ITP FACE P Ma Z > CD tom' COW RInaM MP MAP WOO CAP C�'� 1 � � Q+ Q Co _ ��'= p Cc t O � o Roa 5NlN�.E5 (� 00 00 NpICAL 1 x 8 RAM POAM25 W/1 3 m,r tOP DE MATE 'W N 12 Z c� , - .a. - - ` 12 LLi tiJ�l- 1.1 ,_� — _ _ -- .._._..- . 8 5EC0WFLOC _ __ _ -- - ___ _ ___ ___-_-_- __ __. - - --._._ _ _._ .__ _---,------ _.._ _ " _ 0 _ r _.._.- , E4P5, rl,00►Z r W .,:,� {ti� r r� rxF ..r .^,�'{,r Y.�,,�.,, 'iv,t x w�� r ,r,�,•,�:X .err r'�`r, ..v,t r ,n�. .� • ,"� '"d' �,;,� ,�,Krs.'L.�`, ."<.�"_ :.✓Yr1�J�. ., �1Jv'w.�ax 'J �< :��' '*Yv'n ��`^r,'" r:'`v .J� 4 '�," V —+►�., ti;:ter �c?'�`,,ram'' ,r ;:� •`r u„r; , �„'' ;,. r ,;,� riiF 4„x :,,rn,�., },- .�.' tx ,.�.' � �, �"�.,1.. .. ,.r r>�„.�„ fy�,,r', .*.< %�.' �Sl✓,� �, �r,,w;,.�`.s.��.�`�. �r v;•�rr,'�. ,7".t �� �'� ,r �' � t f r Ar r� . .. .. 't'!��,+.���'x`s3:�;'�.c.c r,%°+C4<.ra..:,. :; r r r��1 ti�;16y, x�'h�f'*'�j'r.*� ."''j,,'�n'+''-,�i}.n'',�'J:.,�'r`y y, '. ,;r'4'�" �S:�,^,��+'..;�{',a5,'`'✓''`�!?ti� .. .. .?w. 41,. �.... r. ,+'.ft'.x, 'n :SJ''"'.,;` r� t>�,r" ✓''�'w"r S.. .r,!;S';r r"'it;'r.4;+. 1w.✓., 'S.,rF,: 1'at" �M ------------- ` ti ^r J. V1 ON LAtt'�E oe WORK C 1/1►J1"�? O � tOP OE PLA.tE Twlc&)Tn WAR �W P00F 5 ilHaE5 r T, 1)1'!Ck 1 x 8 EA50A s�co^ro��oo� x FMZE POM5 SCALE wr, T <', {J&Yti ., - - - _ s Co" 11/16/2000 .q oo*v5 PROD. NO. �. .. .. .. ... __ ... ..... ....... _. .. -. _... . .,, iw . . .. 20-121 11';'ICAI_mitt CEDAY t r�.;,r 11 r.'x:h DWG. NO lO Vr , rrfT 51P� F��VAVON `' (REV ISED: 3/26/2001 ) L SmQKE DETECTORS O.K. W l � Z �� Z ? ZB STABLE BUILDING DEPT. CLO C� ; Q O - d" tD 24'-0" U �D 00 c/) o 5CF�,� N �; :w Lo POACH Q - x �w Cv ✓N. ____ __ :'0" z b'8" -- �W/ I X 5/l z b�I��, O 7-8 -3, -A„ -0 "� O r, Q O LAVY 7vj Fvc,.6�: k FINCA 606 r Z (D C/� (,AUNnpY - p0 51"OpAG� I t f CJI✓ aFP, 5"v CYJ L O w d I i MA5T 5 CAfH pAN1�?Y �`° I WALK-IN I IL Tovl� A x b 5a.1� - - FAMILY I CI.05�1' - -- 1 WOOP P05'A,T EACH i O I ENS OF SG���EA.ti 2'6" x 6 8" K11'CN�N I �OOi1/l -- (VtI?IFYCvMf to cc �0 - - - - - - q'Oil C.o. I ; f3utf44 { VJ 8 x 1(5 51�CL C��ArJI C n�"f CJONC 51./f�0►7�'/G/pj�r`''r s l �- � ,!,5' r I I CI. L e i rQ V�.V lf'✓'.) � o ' /� 'V I'� O s = t?OOM N " -- - rMA5TEp I;'Zn'J55 Jr'IS'S 'I a !/2'�tidKS JO!5f5 o - `, L.!Nc O� — C��nF00M Ih" _ o p00M roa�N ro 2�8" x 68 rMp\ I2' J1z'-o ' 4 �� CLm5 U A rA 9' To''0' x ,'C O.N. ✓00r W/ frN,60�h 9'O' x O.N.GOOV`Nl 't,4450i, 4-- ►.-�w - VCLN 0 0 SCALE 1/4" _ 11-0„ 2'-0" -6 DATE : 11/16/2000 I b'-0" i PROD. NO. : 20-121 --- -- \5f FLOOP\ PLAN DWG. NO.: FIp5r FLOO? 167i' 5.r SN,OKr 11�CTOpS I.) CONT�QCtOt; 1510 V��IGY ALL EXISTING CONnI11ON5 ---- -- 5�cow rLog - 954 5.r, & I211%TN51oN5 IN TIf FELL GA�AG� - 620 5f, 2) CONIZ<fCry TO VWIFY MfAJ115 & FLN19f,5 vrim%w 5fmAGr - 633 5,r, IN T f�IFI,�J tib1tN Olh'1Ji�� A I 5CME t'OICH s 180 5r, l f� QO U � � 00 2 C/) O --------------- ' N poor o7 5ClTr"Jrp pOrCN I3rl OVJ� !Q Ep o QQNw p cn 0 w w r.L.w O O Q 1 �Of't;N tC Pab11LY - ip��� rQ ^ P3 PFOOM #2 W [��12p00M # A1"11C C3A1-U'S?���.r"JIrING � - 1,b„ x b,8„ _ � — 4 t mcgpy �. Cti. 2,b , x 6'8' 2'6" x 6'8" I-}lp c v t (/ Zc20" 2� 2'0" . -__ _. ._.r � � Coos• ;.V . l � � 5' TT MM _ - _ U05. _ - 5fOR -- roreN ro�N o -,� 0 --L7 A A Fh I n a,.41 2'-8'' 2'-8" 9'-�}" 2 -4" 2'-All C Z'-'}" 2'-'4" 2'-q" 2'-a" 2'-ter 2 4, r T, 10 W �F� q'-91, SCALE : ' 1/4" = 1'-0" 5CH�pl� NOTE; �?IFYN,L NPOW W Mr AN 20GN OFFNIGs DATE : j 11/16/2000 11'1:'� MAM1rACTtap'5 UN11 rO" OI'WNG PROD. NO. A ANPMON 1W 24� 6 7'--6 1/t� x A i Q, nog ��HUNG 20-121 1ill` ?��IC� 7_'-6 1/ 8'� x �� -1 1/ �" �W 2�rl,2 5�CON12 FLOOP,\ PLAN DWG. NO.: CA5MW 1W 1852 1'•10 I/e11 1/ 4" nOLMHUNG r111W 2�� 2-2 A'r'-II 1511611x h'-5 1/ �" n0(.MEHUNG N,AWOW MILION -- - t!n FAaV MCK ►T' W ----- CHI:'NNEY Z _— - CONT. mr CWAR Q, ~ _ - wox CAP a•r CY) -- - TYPICAL�Fn CEPAp U - — Poor 5H!NGl.E500 00 12I I Q N --- _ _ — TOP OF PLATE Q ----- --- _ - - - ----- f.--1 N ----------- ----- — - - -_—_---- --- TWf�AI 1 K 8 r 50A --- - ----- ------- -------- --------- ----- - 9 FUZE�40 Z 5 5ECaV FLOCt --_ --------- --------------- ---- -- 5lt3FL00P _ -_-----_ -- - -_— -- - -- - TOP OF PLATE ElI 00 -L-E--- , - — — _ FOP 5T FLOOP 5lI3FL0 rrPICAI 1/2" x 6" M2 MW �L�VATION r I \ I V C!Apt30AP'C 51.ING �- -_ mp FACFr,M-,K 1 = 12 2 12 ME r T1 -- ------_- - _ - -- - aOAW 5,vJ/I x:MP ------ ^ ---- --- - ---- ----- TOP of PLATE O -- - -- — 5ECON7 FLooP 5u3FLool? SCALE : --- -- -- _ -�— _,--_ _ —----_- Ton OF PLa,TE 1/4" = F-0" 11/16/2000 Imo_ __.�_ .--�._-.___--_-_-.--__--.--.--. "4/.f - .r}+'r •Vl Y ��' n _--._-_ - -____ ! - .-___---_._.__-_._ _-.. --_ __-__.._-___ ._..__-_--_ �l ¢J'�'n�'ann/. .•i{.�{,•��y "i �Y2J�+."5 } {f'J J•{/�.5, � vim/ PROJ. NO. IC �� 5 ti � L• ti� 1 :�;,,., N V. 1 h < t t 20 121 sIr�FLoorz DWG. NO. -Hl LATTICE Vi'Mr,C VIM1,) P\1CiHf 51P� �L�VATIO� .J: .'�ti4r. 'k .t r�•�ti r �� ,��.�ti'Itir�� hi.�� i 1 --- _ CHMnry Z goon UP Q O �.o z a' o C/) Qo - tYYf'ICAI ITIG CEGAR Mick 1 x 8 ur- ROOF 51.11%4 5 -- `— I3OX75 W/1 x 5 mr Q N rop r�.,ti12 12 -- �-- - 12 - - - -- - -�- -; - - - ---- -— -- I ---. _ _ I ` z 'd Cn Sf CGNG FLOG' ------ _ O _.-._....�.,�. �.;,)ti•Kt ,. 'e4..1 1ti.�.�1{ a'., {S"• 'w�• _ti.{y'{'• fy' ''�-:- 1/s.".�;+,y: -.- ._.--___.--____-' '_ _,_ _-.-____._._-_-._- _-______.-.__--_ __._.____-__.__-_-_-_-_._____-._-_-_.___._______-_._.__-_._ k`~r a:�` k .4� , 1�,4!` :"-f>,d4.r•.�fi, k�d.+�cs�„�;i\w. - � -------'---------------------_-._..------- _._------------- ' "". ... _. _... .-._ _._........__.._.. ...-__ -....;.. *;:'� tia. a hi '{�..X{ a'�ti� ,a,a. t:�`•.��yy^ti Yam. \�•l 4n{v;5,} .... I _Tl� J -. h • � - ___....__.,. `..'gay"4;3"., :��<al �',h Y� �.f}a..... ,•.�X ., ,y� ,.�.6,•y J}Y';t<�• _._ _ .._- --. � - .w ._...__._--- 'v ., �t.<l. v."•'*y?� may.::• �;LS, 5..:,�yyt •':; ,�.a �v�,-,. - ---�--;--_ ----.-._..___-- - ---------- -----------------------------'-- ---------------- k { 1$ fir•.=---_� .. _--- 1 t { - i`?5 LGGF � . W s. ''.. G�I�-fi{� /�/�'� .. ... .�.... i_ ,<:•.•. ��4..)•Y.�.4 .JT"Y}��'<.� Yak '.S'�� •:.M1�•`V! W�r �1kat�i y5t��n '-'r-L-�- '. _ _ _ —__—_ _.__-_..—___.-_.._____.—___-__.-__'_—_____-.__.._.._-___--...__.__.._--___...__-_-__..._-.._..__--_. Ju..LOCI: .. ..._ -.. .._-. .._-_ .._. .. .._. _ __ ____-.._.._ .� r.-} 4k r.•(�j-vy. ^<;.J '�,..ti 4�('., `'.. a': _.._ ..._._-_ ._ �.. .. -_-. _-_ -_-.._ _.___.--_.-___-.-.__-___.__.-.____-..._-._ _ :��Jrr4ti <�`^{'":S"'"?•. J'J.'{. ,titi<': `.}, n J. ,..,`."�}`. •;rJr .Jy:S1.. j• .f. ,�'* 'tia`^1. 1.`,Yf>< :,N.'Y.�'"�Jr �•�t... r,:Y`ti :.�! i l•",� - �}r:.�,.y J {1.:l '.�' ,,,.•"r`tr'�` r% Ae: .•r�'�w .ti.,J' *.ti•,'�4 r. :4�,,. :r.�:{rvti�y`',};.•}'+{�{;hvr,•,�}* .;; � ,r �r r;?�'<,,:;r;,4J. •v}t J � �. ,�,.•.y Jrt t�• rr^.?:. <}'J. .ti � �'.4, 4"� t f.{' :ti�•,rr. ✓S• tr �'*r•J,tSlr' .•Jr v�}f .,ti'r r.. .!.. �,`� �.};;r .4. X•:},,f.,vr. h �{.>?.�.�r ,•�y,� ti ttr.•Y<'' ti ;tiir:;�' s• �,,�.{s.:,•*s{r:��{'r;r *,�,.,j, :�•{{S, �}*,. r* ,r-??�.;,,. :}`S�';S .ti 'ti� �� :'�,r•;1,.,.};:•;�• •,r..,s.",f'r• `r •��r�• �'. ti�`r' ;;'•.�:". ti. .3C 3• ;�`. � •,Y. J ,r,�, Awl `. ,J..r.- .r.'rJ :{tr }:' i ru: ? ��. {f.° r 1 t �L�VAION rC'1'of 1'�Atr V 5FICOVG FLGGV &rn, rtck O�CA G5 iA SCALE 5X-11,00P l /4" = 11_011 -LZ QFI - 11 1 6/2000 V I x 6 PROD. NO. 20-121 FPsrFLoor' �_ —_-_ — —4_ ^___— ____ —� _ _--= DWG. NO.: rvrlc�. ��C�GP�? 5Ix3FLoor? -,-�'--�----- ------_ -- -- - — 5���� SIGiNG i e L�Ff 51P� �L�VAVON Ll 1 1 I I 20 - I O 3 -8 2. -� 15 -0 I6 -0 a M �I I 11-9" 7'-loll 7'-6" Q N loll RTTO _A,50'�1011,i3E —_- — - — — - otmin o rxcx (— —1 omlN or, scNc arz�r,cs_ _ _ Z a COT. 3-P.T.Tx12's — G P1 — - — � — CON'T � �3-P,t, 2 x 12 G pT� I � � � FVOVM 30" x�0" x 12" ! CO%.Poo,-1NG uNWEP ! 10" nA.5aN ft5 I CO AT POt2CH 9'0" PEEP 'W N AaI-011 701 Iii , !t' : I{! r,g III •rr}i't,I — — — — — — — — — — — — — — — — � - - _ - _o a AJUNY16 — 4 —Y — - - - - - - - - �O N WEQll'' f ( I ( I - - - - - --- - - — - - - - - - - - - - - - - - - - - — - - — - - - - - - — of - - - - -� - - - - - - r � I , 1 I I - - - - - - - - - - - - -� •; i I : �I — , ( C I1- - - - - - - - - - - I colic. - W - N c = I I 12 Ii'-loll '-2" ( I 6' _all 11-6,1 ^, I conk. _ 3/a" ><9 I/2" I PLO IC' p GAp.AG� 34.L 3/h x 9 112' L1L GIt?f CONT. _ %1 3!A" x 9 1/2" LVL[SEAM POCKET — —(41, CONC.%V ON GRADE ; y JL - l_ __J r a'a; ( p PItCH 2" t0 ON.n00K) I c� .; POCKET p I 1 tYPICAL 8" CONCITn 2" r[ EOlJM7ATlON WALLS _ — _ 51EEL LA-1 YCaUVPJS i { i 5" COW.MOCK nMk'O" x 3s0" 12'' CoN< FooNGcoN .PooNGS Q I � -211 WIW 1 - � r�r�: rmor�toy or; Po1.�roAr�r�� I t _ I to 0% fAn no0P5 I x - — -- — — — — — — Q O - - - - - - - --- up F . - - - - - - - - - - - - - - - -- -- - - - _ - - - -- - -- -- - - - P I 1- - - - — — — - -- - - - -�� I �- - - - - - - - F - - -- - -y — � - - - - - - - - -- o Ace I I • It II , I II II II C V A -h � 6 � 9 6 I'-A p'-0 �'-011 SCALE 24'-0'' Ia1-011 24'-011 161-01; 1/4" _ 1,_0„ DATE : 11/16/2000 1 PROD. NO. : FOUNPAfION F'LAN 20-121 DWG. NO.: ; A5I I 9 ; TWIC& Poor CON5f, 2 x 10 POOF IATEP5 @ 16"o.c, `z r 12 -1/2" COX PL1"dOX fzOOF 5fATNING -A51itf POOF 5HIlUE5 -I5LP.MT MP -8"HI-P 6ATr IMAt'ON a Q Q 2 x 8 CEN W @ 5LOPEP CELU65(R-3O) � 'IT J0155 16" o,c. -9" 6Aft IN91AT ON O �.o - - @ FLAT C1 LW45(P-30) 1 - POrtOV OF CELWG JOI15 �' -2 x 12 PI179,POMP TOP OF!'LATE � a CIO 2 x 6'5 'Z TYPICAL 00 m i2 i6 poor C0N5r, 12 I/2" GYr.M.ON fY?lC& WA.I. CON5f, 0 12 1x35t�f+fplNu�16 o.c. -2x45`,V5Q'16" ox, 00(f� Q 4 UI V I V cam, / II -1/2" FLYWOCO 5fATNIN6 = 1-1 A1"11C -5 1/2" 3ATf IN5 LAn0�'(P-1�) w -1/2 GYP.PP, - _ ;Q �p 5fop" nPP\OOM #2 -W.C.5N!'W 512N6 co - f& G FLYNOOf7 -------- 3/�" r&G rLYJV00n - TASK' Z C1y 5i C'FLOOP-GLILn&NAB MEP 5UI3FLOOP-al p& WUP 5EC0M7 FLOOD O for Of-PLATE %PFXa < �O 9 1/2" TPJ55 J015f5 @ 16' O.C. 9 I/2" TPU55 JOIStS 16" o.c. for of PLATE Q • N ON 1 z 3 5TWPINa 1/2"GYP.f3G',ON 16" to x STEEL MAY -f1'I'ICAI. WALE- COW, x 3 5T1'AtfiING 16'' c.c. Q N w 2za5n�5�16"o.c, - � Z � � WINING W/ ►/2" aYr.13'. -CAMS O _ -- BOOM �s7Es �-.. _—_ co 4" CONC.SLPO 3/q" T& G pl-WVOX (PITCH 2" To WLOOP-GLLLG& NPJLEG FIPSt FLOOD ON.GOOP5) 5UPFLOGr 9 1/2" TPU55 JOI5f5 16" o.c. ,I PAff NSI.LAnora C P-19) C�AS�MF N1' 3 -1 !V 4" 19 I/2" LVL TWICPL 8" COfv' pETE C --- GPT A PULP% 5�010N @ CA AGE FouNnPno"�wALLS � 7 C ULPING 5�C110N @ DINING p00M/ VCNFN w tln'ICAL 8" x 18" CONC,FOOt!NG5 12 �ICAL LOOP COW' 0 CON51', � J0!5t5 a I6" c c 2 x 8 CEILING J0155 16" o.c, c f30ttOM OF CEILItiG JO15t 'Or of F'LASZ i2 cc 12 I 12 I/2 GW,13n,ON 1/2" GYP,W.ON 1 x'S1ilaPrING "t6"o.c. 12 2 x 4 5TUC5 @ 16'' o.c. I x 5 5TPAj?PIN6 @ 16" c.c, !/2" GYP.G"J. Ci0'H SIDES -- RAU- coos. PFnp00M # I COW, T$G FLWVOOP + a 51!.JL3 ocr-G Lrr& rJa,LEn 5ECMV FLOOr O tOP OF rLPTE WLOCP ' 9 1/2" trdi55 JOISTS a 16"o.c. yl W Ili 9 1/2" Vlb5 JO15f5 16"o c fCP CF fLA.tE I 1/2" GYP,W.ON 2 x 41 5T1 P5 016"o,c. , ! x 3 5TAMIN6 16" c.c. w/ 1/2 GW,PD, ICAL VJ 8 x STEEL C'EAJ�, !x 2" Gar,PP.ON aO'11515 E C FL 5 WA1 I ----- _ USH F�A,MI;rJ) I x 16" C.C. ,� • LIVING FAMILY COW, � MA51�� WALK IN DOOM p00M --- .� PM\00M 3/ I ,9 G rLw,00n 5/4" T&G FtYNOOC� SCALE : SUC LOOP-GLI�J& NAJLEG FIP5T FLOOD S�t;FL00P-GLI -P& NALEJ FIP5f FLOOD — — " %FFLOOp 5�3FLooP 1/4 = 1 -0 9 1/2" tpU55 JOI5f5 016"o.c, DATE : 2 x 10's I6'' ac 3/a�� 9 1/2" TR65 J015T5 016"o,c. 3 -1z91/211LVL � 3 -I3/�" x9I/2" LVl- - --- 6 IN5.LA10N(P-P) \-61' PATT G1Pr 11/16/2000 INSl.LA11CN(P-19) T rICA.8" CONCPTE TWICAL 8" CONCIE I � FOILGPnC�I'/JA1 L5 + FOJ VA.nON VVALLS + PROJ. NO. FUEL tYr,CAL 3-I/2' 21A..STCEL �U�L TWICAL 3-I/2" nIP,,51EEL —_� r,t� ! LAi LY C lll�1N n LALLY COLUIMN 20-121 CJAS ML.'vT C'A,���rF'Poc7F ALL Wh L5 I3A5�M�N1' PAMFPPOOF N L'JJA1 L5 OUOw GPAa I" COk.5LA,� III CONC,5LAV DWG. NO.: TC'r'of 5-A for of 5i AD - — - ►�---rYrr-Al. �10" x'.{)" x 12" 18" tYrICAL 8" x 18" C I��IN a �5 cat.FamNCS G 5�cioN @ 1 iviNd7lFMII.Y BOOM �� IGS Ca�c.FoonNGS �UA6 n C UI�PING 5�Cl10N @ MAWS \ P�bp00M