Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD-93-783
$4 otip. c Q OWN OF YARMOUTH 0 feu 1o/itt�gy o��l� ;a, �1 `� """"°"EES . Application for a Permit to Build No. �,,4gM1ew,eBP�,; PP 7 Ks UPON FINAL APPROVAL W b,1� $MAP 3I2Z PARCEL as ES 1A--2 FEE MUST ACCOMPANY THIS APPLICATION. DATE Sept. 21, 19 93 The undersigned hereby applies for a permit to build /OP 4/9a according to the following specifications ��//�� Town of Yarmouth OR 9_3 1. Name of property owner Bay State Contracting Company. Inc. Tel. (617) 826-6334 • Address 38 Washington Street, No. Pembroke. MA 02358 2.Name ofArchitect(ifany) Brown & Lindquist Inc. , Architects Tel. (508) 362-2727 , 38 Washington Street 3. Name of builder Bay State Contracting Company Address No. Pembroke. MA 09358 4. License No. #010157 Tel. . (617) 826-6334 5. Name of Mason _ N/A Address 6. License No. N/AiZel. 7. Construction address (Lot #1) Plymouth Road Yarmouth, MA #12 1.G n /MD%L pp 6/17/92 Flood District 8. Date of subdivision Approval plain zone all C Zone R-40 9. Private dwelling a Estimated Cost DO NOT WRI IN THIS SPACE 10. Multi family ON/A -eeTn oo- :r. a i/ SF Type of room No. 11. Commercial 0 N/A ' ?026. J / ` ` Kitchen 1 12. Other . 0 N/ADining Rm. / Pi;ce• A 6-`°a Living Rm. / 13. No. of stories 1 Y3 - -O° Bed Rm. 3 14. Foundation — Full ® Half 0 Crawl 0 Slab 0 b P ?S•s ' Bath [qt-, • • 15. Materials — Wood PI Cement 0 Other I , fV `� 35-T 1 Deck /ox t Z 1 . 16. Type of heat - Oil 0 Gas ® Electric 0 Other 0 Closed porch 17. Garage — 1 0 2 ❑ N/A Family Rm. Sun room 18. Swimming pool - Size N/A `I Garage 19. Storage shed — Size N/A Shed 20. Stove —Wood 0 Coal 0 N/A Alterations 21. Size of lot: No. of feet front No. of feet rear No. of feet deep 22. Siie of building;No. of feet front No. of feet side No. of feet rear 23.;Distance from'nearest building: Front , r+- ' Ft. side Ft. side Rear 24. Distance back from line or street's • - %- From rear lot line Side line 25. H.I.C.R. No. N/A - - i ,,• , ... . -,.a y C i i LOT RELEASED BY Signature PLANNING BOARD `2795 B Address /0 Bay G,ct•, I' T ny, Inc Date N A, " no coven Awl. 381W.;ithin j:cn Strect v.O. Gu;:045 RECORDED . PLAN* 1296A, 'REcoMDBD 9111192 North Pembroke, MA 02358 ,11-44-119 3 9 1_ W , \ s. -Al / v 78X Na�•se? �GB:�js ��NT m . wI-N 14 17-. 7LA�-► LOG4.CT-E17 AT : F �'� 1 "T FL-7-�/M j%WT +4 �Q � -ma u-ri- I , %�A5 1 , ,�. � �l� � �i�-i..-•� till � l N� � QEF S�SD1`/�5lflh.l FLA! -1 T;�;r-7V IN OP ' T�MOtlT"I-i 5ETvK,FT'IN�S • 1���c� ; 1{- - AL2 ' �I'1„� "s,iT-I=— f G* , f R• Com. • :.. _ __ _ _ _ - 1. _ - - _ _ _-- - - - _ ____..-------- - - .__ ._ �l• — Ir-- —__— _ � r r } - ---- --T L - - --- I j „'. <,.f+4f rVlfv�'✓��( r ___—_— — __ __—. I i �.f i t".j!r•,".•'�-,tet _ ._ .. - { x4 1 l El I - - -_ -- - - --- - - 7-7 ---- - _._.___ Y l"' _. r � .. ._........ ��...��'•:bd✓�. isrT.., �lf/ _.. � ___.—____..__._. _ .- _._ -____. ..._.. __.. _... ._.____._1–�� 1 I 1 1 � 1 - I � 1 1 I I I ' • I I 1 f 1 I - i I I lam. ; r �, l — — — -� 1 G SETUCKET PINES AIT'ORDABLL IIOUSING \SED 4 I poop TR TCS NOTES: - (** fit FCI.T V }t . 1 „ Trusses shall be designed to carry the following loads: b•D - 1 K p.Y4V t W ' pL Pb r Pj. i Q � Top chord live load: 30 PSF '3 V . • 10 PSF , � �� IOA�'T6A� Top chord dead load: e 1 Bott. chord live load: 0 140000,4 • Mitt, ch2rLdadIcat lO PSF t TOTAL LOAD: 50 PSF — - - — i h'W/ COl.1'fhLLM, DRIP L'acAG Trusses shall be designed in accordance with the design specifications for ' � � � - - � ,� �� � 4 ,. 2• 1t't• ~ metal plate connected wood trusses TPI.85 and the American Institute of - A. PT �,�'10 Pvseip Timber Construction. i t TTIGE , ! Web member layouts may be varied from that shown to suit mfg. standards, ._3. truss top chord, shall be 2x4. y I ; vide and install all erection and perma-enf _ _ _ la 4 t•R'?�D� 1 1 , $. The teneral contractor shall pro �, �+ , N•. -nAJ, r — ` kwF o members as txcified by the truss mfg. In addition to that s!rc°+ on * '" `� bracin,, me ----- - - - . �X PfT t+te dr�n . �, 'r ' M t,4A,tt , -- -' .,...•H.- �� � . � , : I t � JGtD � :`1 % 5, Truss designs and details shall be submitted to and shall be apptcvev' .!the I } � I 1 , I iX�f FOt �►?.6 �. � Architect before fabrication begins. Truss deigns sWI bear the se2" c' a 1 engineer registered by the Comrjonweaitt of k1rsa professional structural g X10 JAS p aural en 8 I .z,, �..,� �-w.-•. 4 _ _- _ _ _ �.= ----==` _ I� , } chusetts. 1 �j • �Y�li Y/d,N. '� 6. All trusses shall be anchored to wall plate with l8 GA jalvaniar' w -a"_ clips, , t Inc. See drawing, 1611-3. (I 5�VA7CN IL PI 000sT �� ' _ H-1 � by Simpson Co - 1 N - � i Wt �► r c I S , DG-�TAI L E1�VE G�' UN IT ! �i � �< 4hPt•�t.T bl••�N�it.�a i 7 Mt irLvoqr 06410.." r- — ! — — ---: r-- - �. ,. 1 ti �it+A ' , , r r- 4f , #+ti � I ry �� a 4 � , � � y� :� ; r• ..'/'F<� t! ,``�j ' i �t7 � 10 44 PIT V/0= `•f --*'}ID .� « :-t t i y \ \ ; ! G •� ; �%IT Cl .f - — _ OEM _ r i ft' • D - I� tj . ��•Ir-'tr .. ei' o �aP;*110 l .r f i b+wj71bN �trOG OCi•+D' N �'tCOT 4 *E Q r, r- t•.r1.1� 6140 R7"S'7 W(9► -tom l f'y I . GOtJI.K Koo IS ".� r� !z dZN ti1•�, VT�1r - - - - - - T = O�peT'ri�t��1 --- -- - VI►�Yl. tzc�IJa 1 '�'.<n, r_.,,',4 -� INhut�"'b Ga*rl•tt' W/4 ►,.�►si vrt�aav .rr M' ,, Ir fr- r- WwD l►d+�Ut.dT1o►�• t i2 ce:mI L• ' 1=E� PCar Iv PST' ►I� -- I YPI CAL.- A,$ AL I� , q,�c,'-►•d' a•8 +x�h�: • I ' u F v - - - ------ hK�i +?Its%! d44'O,G - - ,c+ vii wvtat� 11 3d'K1ai 11 , µey,R Vraw • � ''� ` L' i1CB D� ' . - - �� � Y/4•itt�� � - s F : - --- -- - }' VINYL tX1�.fs � ��i•rK, , _ vV1r� ---r • - - 1^t� , - o 1 + 3 — a t--- - I t'h R,y!'IG t,BM ! - - - _ _ -- - I Kri �I/1Nv 1 ' Ikril+ vvy P. P, I- 'TtPJTQ R-sOP, MAIL. _ g!i�r n� _ µ, i W/ 1 - -- -- - -- - - - -- _ _ -� /it4PrV'/ � I'7 t7�TA•IIr. Y JA,riP.� ''�'c�''"�' ; 141�.€�`(�`� � � Q• _ y�.��t I�.�r>� A3 yc�; I'rti' =1'4 ` RPM, LAM 41 �-Aw 40W two 4% tNMR-40 VaLX%4*_ E" Navw r�tRr. � ��YAT�c� _ _ �• ����.T� c� • 5 Ips �N� _� _ _ :.- E�ATI at . v • 1 d A,�j xnis ►.�' I ,d•r <,,3 �rsur � �':I.d 0 g� —�`= E %w tcuM a—, ars 4 t1N iT T'fp'�: ALJ.- tx fT'b: iYp►c - �' RINV _ L*4IT T uN R �tPE• ryV','•� >' t tiki �31.17�i O':4'CtG a"- " GLI`' ra V6r1G6a A1+�isR� T._ r A ' til *OQ A -J y4"COR+ R 46$. r1S_**')IfDE TA)L. * V/A�l,, cap J a ra i, \ANr�/ 5i�� ~, �, ._...- r - - - _ A•3 hos-+gs �'_�',o r A,3 �cais� I��ti�l s i1,o � 1 � STP�''1P: 1#4ba&T k74 1 - _. tt+L - - peTn+l., ; t 1ltiwK PL`S`6PG�i7• aal�e til --� rep DAMMx AmTZ*LA,- N&1`1E40• _ 41.7m 040 E'l4O,G vic�D B�6CTIQ,7 riDINV ( ��• ' Z° IvOG T41 _ __-- 1 � , r � vt� A•cszcirs I gJ14 � 41t�.: ° hGw@: UAI • I • d i rC� /,Yr.1lLIGi Ira''. •J'�d' _ A 3 G 9�kR _ � 3 LN R , d, b, y t uM �� o�Ybla _ � 164 rte` ruuww� 4,YA- e . IN IT , TYM g, $/ c� 114t lr� ,t - - "� �. r r. a • \- ..._ SWC PAU"r , IWO wow , ',_.. - 4 60(44` . l PT TC2t�� � � �.. � < �/i 11 p�P• Tr✓ �lih ` '►�i 33Kt� - � - - G,Ota/ J� ybtvl JA43T = 4�YL •Pr PAM L — - . _ a - - - __ - - �j.,u/ pTr, hIW oN � � - 1_ C�i�t- I� - rt• VAZV "VAX- I& TbP�TAo►• 4 Crag &4' -I� �Jow �71W •�tL�t jrj < -►•lam-3� �a�✓ Nov Rte' � � ��, .3 ' ; t , .. ��I�1(i aaa�• i �, .'JTIe�-9�t Ges�•ID� �1 Ihl�Uli. I ,. :� • " I/h � AtJubR l'1L'b a s , I " G,wr { - 1 i3M 1tiNTiR>i Ct.nvR c T�rc� i •o::" dPR^Wl Py. �' +�' d' 1� 1b� � -- __ �v b 1� 4 ::o • J __ J1 Fi�M ttn.GCCiNIC�t• � FjLLai�• (T'CP) . ` - _ ,• • . • �I � �r , Ir - + - . a` � I / 1�+tPR�Nlo► - _... _ ��•ii... _ _ _ _ _ - ,, _ V2,A.6 1 _ � _ �ti� c�.t�tr/• w/ �J .. 'iWl AUG. i • W 4Kb� V� CAP t� 15011 -12 W MOST A�1: E'er T*iTD � � � D , , • . � . ' , p • J � �, � - - . �� _: _ ' + �,� 1e' � • I BdfTb, v - r Nt p -� t✓ vim t cl'c i4 . DPITAI L. t EE1� 554M. 19 41L' s -tpcAt. 6i�.1. EL ev in A-3 a,3 scot' J/4� s l ,o A 3 hZ4LE• 1/4 I w (� 3 tiGdLt i 1 � ri•''s I % O - - l ^ UNIT TYPE 'C' uN IT -ripe . A t o . iREVERSED r WINDOW SCHEDULE Window Types: Type: Double -hung Size: 2'-6"W x -4'-6"D (min. clear opehing 20"x24") Header Size Above: 2 2x6 (see dwg. 16/A-3) Type: 2 double -hung Size: 5'-O"W x 4'-6"D Header Size: 3 2x6 with 1/2" CD X plywood Type: Double -hung Size: 2'-O"W x 3'-4"D Header Size: 2 2x6 (see dwg. 16/A-3) Window Notes: 0 Denotes window type; see floor plans. 1. All windows shall be Harvey classic vinyl windows with insulating glass, applied grilles and screens (or equal). 2. All type "A" windows shall have a minimum clear opening of 20"x24" for emergency egress. 3. See details 16, 17 and 18 on dwg. A-3 for details. Window head height shall match head height of Brosco exterior steel doors (6'-11 "). Verify with door manufacturer. NOT TO BE OCCUPIED UNTIL HOUSE NUMBER INSTALLED tau t' TO BE OCCUPIED UNTIL SMOKE 4TFF MTECTORS HAVE BEEN TFIS D, A M SMOKE DETECTORS via ��;{� I — ,it'•t.'. It i i �A Sleeping Area Bottom oairs f St I.!. eottom of Cellar Stairs C- t 0 4- r 77. fNk_n.4V Ole, I = �-� Ami r-"='= ' ---- � � _ _ � - _ ' - --�--- � �' i 1 i i I I - � _ + _43 !L 4 r7 t A. L T_ L IF -\ o UNIT TYPE 'C' REVERSED SFil1CKF•r IINF.S AFR)RDAIRUF 11011SING 7_4 On Second Floor Extra Over 1200 so. ft. '(� Y r -Ti 4.,;t4c, 7: T_ C- t 0 4- r 77. fNk_n.4V Ole, I = �-� Ami r-"='= ' ---- � � _ _ � - _ ' - --�--- � �' i 1 i i I I - � _ + _43 !L 4 r7 t A. L T_ L IF -\ o UNIT TYPE 'C' REVERSED SFil1CKF•r IINF.S AFR)RDAIRUF 11011SING 7_4 BUILDING PERMIT APPLICATION SIGN .OFF APPLICANT: Bay State Contracting Co. BUILDING PERMIT ?: (ADDRESS: P.O.Thox 345,•North Pembroke, Ma. 02351fLE. NO. : • DATE FILED: • , , 11pBLP? DG. SITE LOCATION: 12 Plymouth Rd. MA : a 122. LOT!(: .g 14 • • '' : THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, :. ;ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER- ▪ MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD „'PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH : .. THE FOLLOWING DEPARTMENTS: RESIDENTIAL AND/OR COMMERCIAL BUILDING • !1'•117ATER DEPARTMENT: DETERMINES COMPLIANCE OF WATER 'AVAILABILITY. `•. ENGINEERING DEPARTMENT: DETERMINES COMPLIANCE FOR PARKING/IAND DRAINAGE. '.• CONSERVATION COMMISSION: DETERMINES COMPLIANCE TO WETLANDS'ACTS, I.E. : IF LOT(S) BORDER ANY ' : TYPE OF WETLANDS, STREAMS, PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH LAND, ETC. ' HEALTH DEPARTMENT: DETERMINES COMPLIANCE T'0 STATE AND TOWN REGULATIONS, I.E. : REQUIRE- .. DENTS FOR SEPTAGE DISPOSAL AND OTHER PUBLIC HEALTH ACTIVITIES. •. FIRE DEPARTMENT: DETERMINES COMPLIANCE TO STATE AND TOWN REQUIREMENTS FOR PERSONAL SAFETY, PROPERTY PROTECTION, I.E., SMOKE DETECTORS, SPRINKLER SYSTEMS, ETC. THE FOLLOWING DEPARTMENTS MUST SIGN OFF, IN TUE RESPECTIVE ORDER, PRIOR TO BUILDING INSPECTOR ,: •ISSUING THE REQUIRED BUILDING PERMIT: i : REVIEWED BY: 1. WATER DEPARTMENT %,24641" . DATE: V' N/A: • 2. ENGINEERING DEP ME' , 4.(/r����IS DATE: =3 Sin 3. CONSERVATION: f,. DATE: i, N/A: z/' 4. HEALTH DEPARTMENT t] IL DATE: -Amur N/A: i INDUS / ! . AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: • DATE: N/A: 1 PLEASE NOTE • ALL STUMPS AND/OR BRUSH MUST BE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE DISPOSAL SITE MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING I .: PERMIT. . •+COMMENTS: Wales.. ! This is contingent upon the installation,pressure testing,disinfection uf Che 8•• water main by the contractor. The contractor shall make arragements for the • i...,pc..titn uf the Malo lnscallation by the Water Dept. The contractor shall submit to the -at=i deal the LesulLs of 2 consective Bacteria Analysis, performed by a statecertitied • Lab-,-showing 0 Oulifutm. • • j SrrR PLAUS WS?' Wittig 'P.L.S�.� STAMP. • J J/eere-i� - F92cwAder iti-crH rw4.rr "—QJ • iteNtr re1E CIrilfr air mt.rre-3-- 1,-reiAomn.S oH 'y • ?LPc 9 r.0 et i,anis;,fi YHc-h'cinfii sr Fi2.onn 54y $t fl • f' rG 9,./..4..1.,&43-. - • . - E.- 947- /62 .3 ` - - BAY STATE �� • CONTRACTING CO., INC. General Contractors September 22 , 1993 Town of Yarmouth Office of the Building Inspector 1146 Route 28 S . Yarmouth , MA 02664 Attn: Jack Rhynd Re: Setucket Pines Subj: Plan Revisions/Design Review Confirmation Dear Mr . Rhynd , Pursuant to our telephone conversation of this day , Bay State Contracting Company , Inc . agrees to revise the plans for the above referenced project as follows: 1 .0 A , E & B units add two ( 2 ) additional basement window units . 2.0 C & D units add one ( 1 ) additional basement window unit . 3 .0 Stamped engineering ( Massachusetts ) data will be provided for all WF 10X15 support beams that exceed, 14 1 .f. span . 4 .0 Zip strip control joint will be provided in all cellar floors ( at corner jogs ) so that no area exceeds 30 'X30 ' ( without a control joint ) . ,� � 5 .0 All snap ties will be removed on inside and outside of `-. S+ ' " ""foundation and snap tie holes will be plugged with . mortar . 6 .0 Louver size at gable ends to be increased to 2-0 X 2-6 based on "net free area requirements" . 7 .0 A structural engineer 's stamp ( Massachusetts ) will be provided for roof trusses . Stamp will be provided by selected truss manufacturer . 38 Washington Street/P.O. Box 345/No. Pembroke, MA 02358/Te4:(617) 825-6334/FAX:(617) 826-6101 i . ..4. y • • 8 .0 All exterior ( 2X6 ) shoes to have two ( 2 ) continuous beads of caulking applied to the underside of the shoe prior to erection of the exterior wall . 9 .0 Copy of heat loss calculations and sizing requirement for furnace ( or boiler ) including method of venting to be provided for Building Department review . If you have any further questions or if you require any further information , please contact me directly at ( 617 ) 826-6334 . Very truly yours , ' lhaeal R . Russell Geldmacher President RRG/bv Set##2 CC: Peter Brown - Brown & Lindquist George Wilson - Bay State Contracting Co . , Inc . a v,v.. va iuwavu.•- • BUILDING DEPARTTENT CONSTRUCTION SUPERVISOR FORM PLEASE PRINT: • JOB LOCATION: Lot #14 Plymouth Road #12 Yarmnnth, MA NUMBER -- STREET VILLAGE OWNER OF PROPERTY: Bay State Contracting Company, Inc. • CONSTRUCTION SUPERVISOR: R. Russell Geldmacher #010157 (617) 826-6334 NAME LICENSE NO. PHONE NO. ADDRESS: 38 Washington Street, No. Pembroke. MA 07118 • LICENSED DESIGNEE: . (IF OTHER THAN SUPERVISOR) NAME LICENSE NO. • 2.15 RESPONSIBILITY OF EACH LICENSE HOLDER: 2. 15.1 THE LICENSE HOLDER SHALL BE FULLY AND COMPLETELY RESPONSIBLE FOR ALL WORK FOR WHICH HE IS SUPERVISING. HE SHALL BE RESPONSIBLE FOR SEEING THAT ALL WORK IS DONE PURSUANT TO THE STAT BUILDING CODE AND TEE DRAWINGS AS APPROVED BY THE BUILDING OFFICIAL 2.15.2 THE LICENSE HOLDER SHALL BE RESPONSIBLE TO SUPERVISE THE CONSTRUCTION, RECONSTRUCTION', ALTERATION, REPAIR, REMOVAL OR DEMOLITION INVOLVING THE STRUCTURAL ELEMENTS OF BUILDING AND STRUCTURES ONLY PURSUANT TO THE STATE BUILDING CODE AND ALL OTHER APPLICABLE LAWS OF THE :0;°1ONWEALTii, EVEN THOUGH HE, THE LICENSE HOLDER, IS NOT THE PERMIT HOLDER BUT ONLY A SUB- :ONTRACTOR OR CONTRACTOR TO THE PERMIT HOLDER. :- 15.3 THE LICENSE HOLDER SHALL IMMEDIATELY NOTIFY THE BUILDING OFFICIAL IN tvRITING OF THE )ISCOVERY OF ANY VIOLATIONS WELCH ARE COVERED BY THE BUILDING PERMIT. 2. 15.4 ANY LICENSEE WHO SHALL WILLFULLY VIOLATE SUBSECTIONS 2. 15. 1, 2. 15. 2 OR 2. 15. 3 OR ANY )TEER SECTION OF THESE RULES AND REGULATIONS AND ANY PROCEDURES, AS AMENDED, SHALL BE SUBJECT TO REVOCATION OR SUSPENSION OF LICENSE BY THE BOARD. '. 16. ALL BUILDING PERMIT APPLICATIONS SHALL CONTAIN THE NA`+L, SIGNATURE AND LICENSE NUMBER 0 .:E CONSTRUC:IOti SUPERVISOR WHO IS TO SUPERVISE THOSE PERSONS ENGAGED IN CONSTRUCTION, RECON- :TRUCTION, ALTERATION, REPAIR, REMOVAL OF DE?r.OLITION AS REGULATED BY SECTION 109. 1.: OF THE :ODE AND THESE RULES A.ND REGULATIONS. IN THE EVENT THAT SUCH LICENSEE IS NO LONGER SUPERVISE :AID PERSONS, THE WORK SHALL IM^1EDIATELY CEASE UNTIL A SUCCESSOR LICENSE HOLDER IS SUBSTITUTE )N THE RECORDS OF THE BUILDING DEPARr.CNT. : HAVE READ AND UNDERSTAND MY RESPONSIBILITIES UNDER THE RULES AND REGULATIONS ,FOR LICENSING t ;TRUC:ION SUPERVISORS IN ACCORDANCE WITH SECTION 109.1.1 OF THE STATE BUILDING CODE. I iNDERs: .HE CONSTRUCTION INSPECTION PROCEDURES AND THE SPECIFIC INSPECTION AS CALLED FOR BY THE BUILD: )FFICI.AL. • INSURANCE COVERAGE: • I have a current liability insurance policy cr its substantial equivalent whicn meets the recuirer-ents of :'GLth.152 Ye.' No O If you havechecked_. please ircicc:c the type cverage by checking the ap-.opriate box. A liability insurance pc:Icy fia Cher type of :^dc.m .t Eany � ^dC )L CANNERY: iNSL'ANCE WAIVER I am aware that the ec_neee d___ . C. . _vo the - aly 152 c: The t.:z_.. Gen_._. Lsignature. arc ,`at ,-y signature Cl tn: pe..,.., _b ,c' .cz wz. ^ thr;e elrice..,.._ • Check cr,e: Agent A:.ner e: GALE,s A.-,Ent COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF INDUSTRIAL ACCIDENTS :yam 600 WASHINGTON STREET JamesCampoei BOSTON, MASSACHUSETTS 02111 • rornm,sstone• • WORKERS' COMPENSATION INSURANCE AFFIDAVIT 1, R. Russell Geldmacher, President of Bay State Contracting Company, Inc. (licensee/loci-mince) • with a principal place ofbusiness/scar. 38 Washington Street, North Pembroke, MA 02358 (City/Sure/Zip) do hereby cerriry, under the pains and penalties of perjury, that: [13 I am an employer providing the following workers' compensation coverage for my employees working on this job. Aetna 006C22971531 • Insurance Company Policy Number ( ) I am a sok proprietor and have no one working for me. O I am a sok procricror. rcner..1 contractor or homeowner (circle one) and have hired the contractors listed below who have the foilowing workers' comr.Jez=non insunna polices: Name of Contractor Insurance Company/Policy Ntimbe: Name of Cont ecor Insurance Company/Policy Number • • Name of Contractor Insurance Company/Pelle; Numb:: • o I am a homeowner performing all the work myself. • NOi L.Pleue be awue that while homeowners who erpioy persons to do maintenance, cons:ruaiors or repair work on 2 dweiiinc of not more than three uciu its wait the homeowner also resides or on the grounds appurtenant thereto a- not centrally considered to be employers under the Workers' Compensation Ac (CL C. 152.sec 1(5)), application by a bomtoweer for a license or pernit may evidence the legal sums dam er_pioyer under the Workers. Compensation Act I under.:end that : cepy of this statement will he foray ,o the ✓:tt tent of Industrial Accidents' C:%ee of insur_--; for coverage %iv-Ulu::on :no that failure to;erste cove.—.ce a retire: under Seton 25.i'of.'.1Gi 152 ern ie:d :o pot:;;:.^. of r.:7:1.111 penalties centra:-e of: fine of up to 51500.00 anc'or ir^rno--e..t of up to one ye::and city pe-aides in the f or: T cri; Order and a fir.:of 5100.00 : day acains: n:. - A1 ' = n C: t A/CIN:D. CERTIFICATE OF INSURANCE ISSUE DATE(MM/DD/YY) • 9/10/93 PROM/GER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Carlin Insurance POLICIES BELOW. 233 W Central Street COMPANIES AFFORDING COVERAGE Natick, MA 01760 COMPANY A 508-655-0522 LETTER Aetna COMPANY B INSURED LETTER #Bay State Contracting Co. Inc COMPANY 38 Washington Street LETTER C P. U. Box 345 COMPANY D No. Pembroke LETTER Attn: George Wilson COMPANYE MA 02358 LETTER COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. S CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY S OWNER'S S CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one Me) $ MED.EXPENSE(My one person) S AUTOMOBILE LIABILITY COMBINED SINGLE ANY AUTO LIMIT S ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ GARAGE LIABILITY PROPERTY DAMAGE S EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM , AGGREGATE S OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY LIMITS A AND 006C22971531CAA 12/01/92 12/01/93 EACH ACCIDENT S 500000 DISEASE—POLICY LIMIT S 500000 EMPLOYERS'LIABILITY DISEASE—EACH EMPLOYEE S 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Re : Setucket Pines Affordable Housing Development. CERTIFICATE HOLDER . . . CANCELLATION • - ,. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO Town of Yarmouth MAIL `1Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Yarmouth, Ma. LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHOq{=Eq REPRESENTATIVE �} �� 016300000 ` ACORD'25-S(7/90)'' ' CACORD CORPORATION 199'O • e nrditTOWN OF YARMOUTH ATIER DIEPA ITMENT c� ; 102 UNION STREET mow...". YARMOUTH PORT,MASS.02875 (508)382.4974 Date of Issue : Aug 6, 1993 Letter of Water Availability 1. Single Family Dwelling X 2 . Duplex Family Dwelling 3 . Condominium Dwelling 4. Commercial / Industrial 5. Other (Specify) Reference; Massachusetts General Laws Chapter 40, Section 54 To : Town of Yarmouth Building Inspector Please be advised that the Town of Yarmouth Public water supply is available to service lot/parcel(s) , 14 Street 12__ PLYMOUTH RD as shown on Assessors sheet/map # 129 Issuance of this Letter of Availability is subject to the following provisions/restrictions. (1) The property owner agrees to comply with all Federal, State, and Local Laws, Rules and Regulations as they pertain to the use of the Public water Supply. (2) The Yarmouth Water Department shall have exclusive rights as to the size, number, type and location of all water service lines, fire service lines or appurtenant items connected to the water distribution system. (3) The Yarmouth Water Department reserves the right to require, at the property owners expense, the installation of water mains and appurtenant items to meet water demand requisites within any structure relevant to this Letter of Availability. (4) This Letter of Availability will expire 180 days from the date of issue. I have read and understand the provisions/restrictions of this etter of Water Availability. e Owner (Sign) R. Russell Geldmacher, President Reference : BAY STATE CONTRACTING CO. : 38 WASHINGTON ST : P.O.BOX 345 : NORTH PEMBROKE, MA. 02358 Q tt\\��\\ Yarmouth Water Dep ment a NOTE: The water availability is contingent upon installation and acceptance of the 8" water main by the Yarmouth Water Dept. TOWN OF YARMOUTH BOARD OF HEALTH ADVISORY LETTER #25-A TO: COMMERCIAL/RESIDENTIAL BUILDERS ' DISPOSAL WORKS INSTALLERS • FROM: BRUCE MURPHY, HEALTH AGENT FORREST E. WHITE, BUILDING INSPECTOR DATE: MARCH 5, 1987 REF: DISPOSAL OF STUMPS & BRUSH FROM BUILDING SITES NOTE: THIS ADVISORY LETTER SUPERSEDES ADVISORY LETTER #25, DATED AUGUST 23, 1985 ON NOVEMBER 18, 1986 THE BOARD OF SELECTMEN VOTED TO PROHIBIT ALL STUMPS AND BRUSHES LOADED BY MACHINE FROM BEING PUT INTO THE LANDFILL, EFFECTIVE JANUARY 1, 1987 PLEASE BE ADVISED THAT, AS OF THIS DATE, WHEN APPLYING FOR A BUILDING PERMIT THE APPLICANT MUST PRESENT AN AUTHORIZED STUMP. /BRUSH DISPOSAL RECEIPT INDICATING WHEN . . ALL STUMPS AND BRUSH, CLEARED FRCM THE LOT(S) , HAVE BEEN DISPOSED OF,. AS IT IS NOT REQUIRED THAT ALL SUCH MATERIALS MUST BE DISPOSED OF IN ACCORDANCE TO REQUIREMENTS OF THE DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING (DEQE) , UNDER THE MASSACHUSETTS GENERAL LAWS: CHAPTER 111 - SEECTION 150A. WITH REGARD TO DISPOSAL SITES, ALL SIGNED DISPOSAL RECEIPTS WILL BE FORWARZEZ TO THE HEALTH AGENTS OF EACH RESPECTIVE TOWN, AFTER THE ISSUANCE OF THE BUILDING PER_'IT. AFTER ISSUANCE OF A FOUNDATION PERMIT, AND PRIOR TO OBTAINING A BUILDING PEP:!II, THE SIGNED STUMP/BRUSH DISPOSAL RECEIPT, WHICH INDICATES THE SITE OF DISPOSAL, MUST BE SUBMITTED TO THE BUILDING INSPECTOR. I? THE APPLICANT DOES NOT HAVE A SIGNED RECEIPT INDICATING LOCATION OF DISPOSAL, NO BUILDING PERMIT WILL BE ISSUED. ANY QUESTIONS, RELATIVE TO THE AFOREMENTIONED, MAY BE DIRECTED TO EITHER THE BUILDING INS?ECTOR OR THE HEALTH AGENT. ***********************************************ars!:****************************<*********w MAP: 129 PARCEL: W-1 & X-2 LOADS: 1 DISPOSAL DATE(S) : 8/31/93 CONSTRUCTION SITE: Plymouth Road, Yarmouth. MA PRIVATE DWELLING : X MULTI-FAMILY: COMMERCIAL: OTHER: • OWNER OF PROPERTY: Bay State Contracting rnmpany, Tnr TELE: (617) 826-6334 NAME OF CONTRACTOR Bay State Contracting rompa.y• inn CLEARING SITE: 19 Plymouth Road TELE: DISPOSAL SITE FOR STUMPS/BRUSH: S&J Exco, 300 Great Western Rd, So Dennis , MA i/ • C. SIGNATU. airG_TE ATIENDANT AT DI 'OSAL SITE DATE: /SOS , R SiDa\r&A. SDii.Df.SJ b RGI IN:0i MA-1i:)N (LOW RISE) , ' BUILDING LOCATION SETUCKET PINES AFFORDABLE HOUSING • �• IIII UNIT TYPE C & C REVERSEft �•1S • II--" • I A.4- It- -••••-1- 1-1-\"'"' • LOTS) 1, 4, 7 8 14j bn.'• Oyra.t U. SIA t4...7.5 Pt N4 Coss kit.44. II AoW 11,280 SF IILI DaciI er-1 °W I ro¢ W '�. :D, ,qa0 .. (Iv.1 .5)IIA6 1157.5 SF II UG I .50 5*fl..1 1-n", PING37 II AD I 20 SF II U0 I. .on w 1. 00 . ( Jo)+ 0,os L) Y .SLIP.44/ II Aoo ti A;,.11 N1 AD, I 17.8 SF II U . I .50 ( 20 x .071 )4( 17,8 ,e .,S.Q. )_.27 1ro*4-_ IIAoo I 37.8 SF Uo IE I .27 37.8 UA.U- II AW 11,084,7 SF II d61 I .047 re..:414--„k\.1.4 or kit 11�.,..:._l S 1:."=0°... =. (/ %.,Cr r A0)) • AoW 157.5 N.I.(37.8 )_ X too a 15.3/0 • • 1 .280 L' WLNDOW AND DOOR AREA EXCEED Fi:FEE N (15) PERCENT OFT_ GROSS WALL, AREA THE OVERALL WALL Uo VALUE MAY NOT EXCEED 0.167 (Uo a 0.105 FOR ELECTRIC RESISTANCE HEAT hH.S ROOFJ�-i.L'NG,F OOR OR FO'JNDATiON U•VA'_L J`SEET REQUIREMENTS OF TABLE_009.1' FIND Uow FOR WALLS WALL. Uow a (Aw Uw' .. (A: U& s (Aoo tin) Aow• !!Dt.J c&184..7X .047) '4-157.15 X .5 1 + t'.flJ_ x 7_.1 = .11 1,280 txx 1 /J,, t r^' , rN/ v I' II ne I + ( . �` . nq 'c r /•: ;1.};i q 1,280 SF II al .032 A of ^ / 1 V 14 KY ;c I t A,atJ I N/A II I N/A - Y � r. ._ r 4' I ' tgClteII AA 11,280 SF II is .032 ¢5 Itr I Act 11,280 SF II U0. I .045 ' ✓Gig ilZ147 I AOI I N/A II dot N/A - . �? II Air I N/A V a or I N/A t.j aJ tti:rc-r:;\ II .vwr INA I .0e::6 I N/A I tie) ALTERNATE COMPLIANCE: SECTION.20093 ' THIS STATED Uo (or U) VALUES OF ANY ONE ASSEMBLY, SUCH AS ROOF/CEILING, WALL. OR FLOOR, MAY BE INCREASED AND TILE Do (or U) VALUE FOR OTHER COMPONENTS DECREASED, PROVIDED TIlAT THE OVERALL HEAT GAIN OR LOSS FOR TILE ENTIRE BUILDING ENVELOPE DOES NOT EXCEED TIIE TOTAL RESULTING FROM CONFORMANCE TO TILE STATED Uo (or U) VALUES. ENVELOPE ALLOWABLE Uo (PER TABLE 2009.1) ' (Aw' '0.031 a (Ac •0.651 a (Aoo 040) + (Aoa 0.0331 + (Mr 0.0'x' (Arms (1.08) (1084.7 YOLO3,+( 157 c ct.fr5)}((7.R X o.40)+ 1280 x QG}35)4280 $0,o5)r( N/A :40.4 _ 310.52 Au.OWAZLE PEA Thu. 2009.1 'ELECTRIC RESISTANCE HEAT U•VALUE WALLS = 0.05. U•VALUE WINDOWS = 040 I I ,. ENVELOPE ACTUAL Uo (USLNG ACTUAL VALUES OF DESIGN OF ENtitLOPE) (A= Uw•1 •. (Ac Uc1 •+. (Aoo Uoo1 i (Aoa Uoal r- (Ao• Uor1 •i (Aow, Uow=1 A per. P11:,- (084.2Y.047).;.(157 Cy (084.2Y.047)a157,5c .5 1,+,/37.8 x .27 , (1280 X .032\4280 v.0451 (N/A N/A 238.5 t 1 / + 1 ll -� .(-_�t` x 238.5 ACTUAL COM?_R_ VALUES THE .. VALUES FOR ENVELOP! a& MUST BE L?QS THAN OR =:1'_1AL TO VALUE OF ENVELOPE AL L Owp BL_ TO PASS. n xxx PASS I FAIL • i • y ....a•.a.w na.i...un'� - 4lb SP :' Slceiling maims ACTUAL TOTAL R= 31.67 P1l+JI�T THE= TOP SURFACE U= .032 (>(X.0 WI6 NDOW: = 67.5SF R-0.61 RECUIRID 'IDThL R. 30.0 ei/U1• • /7-, ___9" FIBERGLASS U. 0.033 INSULATION R-30 ..... . • crnnV)fiftMnnMnnfl \SHEETROCR ' DOORS : R. 0.45 1 @.,,;20.0 = 20.0 SF • i -BOTTOM SURFACE • R- 0.61 2911LYWOOD �,/�-INSIDE SURFACE WALL ASSEMBLY • R. .0.62 R- 0.68 PCILI�L TOTAL R. 21.17 REAR 416 ELEVATION• OGD �� 11 U. .047 G.W.A. HINGLES - 0.45 R 0.87 R- 0.45 F�II)IF�D7DITL R. 12.5 U= 0.08 WINDOWS: UTSIDEr-3}" FIBERGLASS 3 @ 11.25 FEZUIRE7'IDThL R= 20.0 1 @ 22.5 = ZFACE r'I INSULATION ELECTRIC FEP.T T. 0.05 56.25 SF 0.17 RLL I . N SURFACE RESISTANCE • I(I CI 1/ ' 20.61FLOOR ASSD{BL4 vlFINISH FLOOR PCILAL TOTAL R-Y2.06 DOORS: CIR. 0.91 U- .045 1 1 @ 17.8 = 17.8 SF O BEADS j� FECL D M AL Rs 20.0 1ULKING 9 1[/. ,I 1 PLYWOOD U= 0.05 ,LEFT SLDE ELEVA1 DER PLATE s !.; ; SUBFLOOR \ �• R. 0.62 224 SF 'SID ' C.V.A. 'FACE /t i �- I Li u ./L/ ' 'V' c'OIJ v�'v 1 0.17 WINDOWS: • • ' / -6}= FIBERGLASS 1 @ 11.25 = 11.25S ,iw✓ INSULATION FOUNDATION NCRETE , + , I / R- 19 WALL ASSEMBLY U:IDATION \+ ; I (may be used instead DOORS: L SURFACE RESISTANCE 1.32 - 8" R- 0.61 of floor insulation), None 1.48 • 10". "��' TOTAL U� II RIGHT SIDE ELEVATI +' • I1IIFdD'±±^zu. R. 25 C.W.A. 224 SF 'NSIDE SURFACE U= D. 6 , • 1 • -R- 0.68 • 1 �:./8" SH ETROCR I WINDOWS: I. Z- 0.32 1 @ 22.5 = 22.5 SF • . . ,,......-.1" STYROFOAM ;= 7.1 DOORS: r . tl • • ' ra , . , .. I Npne ES: t ErYQFENTLE INETA:.:= s c . rc:3 WALL AREA- 1,280 SF 1::::W :.RI•:.= 157.5 SF 1'.. .. Ar.%A4 37.8 SF '-�' �C:';'�•;•;: Old King's Highway Regional Historic District Committee . ' - r jl 3100 -C �• � in the Town of Yarmouth for a L ‘� �'''V. � CERTIFICATE OF APPROPRIATENgSS Application is hereby made in triplicate.for the Issuance of a Certificate of Appropriateness under Section 6 0l Ch'{er 470, Acts and Resolves of Massachusetts.1913.for proposed work as described below and on plari9,3draw g or graphs accompanying this application for. IIR' Pt0i CHECK• 1.Exterior Building Construction: ®New Building C 0 Addition 0 AlterTHAT ation IUIyH CLERK &�l�Fq`U. Indicate type of building:0 House 0 Garage 0 Commercial 0 Other /f; 2.Exterior Painting: El 3.Signs or Billboards:0 New sign 0 Existing sign 0 Repainting existing sign 4.Structure: aFence 0 Wall 0 Flagpole 0 Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE .Tule 21, 1993 • ADDRESS OF PROPOSED WORK Plymouth Road, Yarmouth, MA ASSESSORS MAP NO. OWNER Bay State Contracting Company, Inc. ASSESSORS LOT N01,4,7,14 HOME ADDRESS 38 Washington Street, N. Pembroke, MA 02358 TEL.NO.(617) 826-6334 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS.Include name of adjacent property owners across any public street or way.(Attach additional sheet if necessary). Abutting land owned by the Town of Yarmouth .j1�,�APPROVED 4AKMUU1rt CO:.':MTTEE OKHRD AGENT OR CONTRACTOR Bay State Contracting Company, Inc. TEL. NO. (617) 826-6334 ADDRESS 38 Washington Street, North Pembroke, MA 02358 DETAILED DESCRIPTION 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). Construction of new affordable homes - see attached spec. sheet & plan Signed 1 '.� `_ '/ Owner-Contractor-Agent 41.1 Sou,oetow lint for Committee ins. Received by H.D.C. R. Russell Geldmacherr President • Date • The Certi at, • there• /. _ /_ ��� ,� \ (•Date • Time r . ,_ /� E1 It J' - P. g'. s %e-n,• /•'!/. 4-:•:::,,,:: yt [t;1PORTANT: II Certificate is approved,approval is subject to the 10 day appeal pe::cc 1\ crevice° in the Ac:. '°:=rove= :.+ Please return to: Yarmouth Htsa.ad Dis:nc:Ccmml::ee • T'anH II 1141 •• ^ • . - . --- ' ,. ...... , 1' _. . ~ r ABUTTERS TO SETUCKET PINES;''MAP' 129, LOT X2 -Mau 121 B11 • 37 Paul Tucker, 99 Setucket Rd. , YP K19 Nicholas Pappas, 113 Sullivan Rd. , WY M1 Michael Campbell, 107 Setucket Rd. , YP M2 George Collins, 17 Northwood Dr. , Walpole, MA 02081 115 Setucket Rd. , YP M3 William Fenton, 121 Setucket Rd. , YP • Map 129 W1 Town of Yarmouth cc: Planning Dept. Bay State Contracting Co. Town Administrator tiVti +\ PPR C' vitym E YpRMOU001° OLD KING'S HIGHWAY REGIONAL- HISTORIC DISTRICT COMMITTEE 3 ?oo I ► `V . 1 •; SPECIFICATION SHEET AP?LICANT'S NAME Bay State Contracting Co. FO Setucket Pines Estates RE ER/FU 38 Washington Street, No. Pembroke, MA 0235$/i Plymouth Rd. , Yarmouth, MA 193 ply(--2P2ei FOUNDATION: Concrete COLOR Light grey TCNN C'r vPM rrt;'t' }OWN CLLRK a iREA`,Uil i, SIDING: clapboard front, painted COLOR: see attached shingles on three sides natural CE_MNEY: none - DNA COLOR: DNA ROOF MATERIAL: Asphalt shingles PITCH: 9/12 COLOR: see attached WINDOWS: Double hung SIZE:various TREM COLOR: white \ ,�✓ �1-� 1�p PROVED 9"'_ ypRth0U1H COMM111EE DOORS: 1 front entry ORD COLOR: see attached 1 glass sliding - rear or side SHUTTERS: on front only COLOR: see attached GUTi-RS. aluminum COLOR: white DECK: wooden • SIZE: 10'X10' COLOR: natural approx. GARAGE DOORS:. none DNA SIZE: DNA COLOR: DNA STORM WINDOWS & DOORS: no storm windows COLOR: DNA Aluminum screen door white SKYLIGHTS (FLAT ONLY) None - DNA SIZE: DNA COLOR: DNA ADDITIONAL INFORMATION: Fence - 3' high X 6' long situated along walkway or driveway - see plan - natural color 19/68:cl SETUCKET PINES AFFORDABLE HOUSING 3 1 60 Iitt Setucket Road & Plymouth Road, Yarmouth Port • C UNITS Gutters/ Lot R Roof House Front Trim Door Shutters Storms Color . Style Color Color Color Color Color Garage Deck 1 Weathered Cape Gazebo White Black Black White None Natural Wood' White 4 Black. Cape Newport White White White White None Natural Blue • 7 Black Cape Newport White White Black White None Natural Blue L4 Weathered Cape Cottage White Newport Blue White None Natural Wood Cream Blue Other information: Identify "Unit" house style Fencing? Roof color--same color for each house? All windows double hung with grilles? • Re: Setucicet Pines Affordable Housing Yarmouth, Massachusetts Ms. Lobody: I ant writing to confirm information given at the hearing last night regarding the subject project. Following are the window and door sizes for each house type: UNIT TYPE "A": (Drawing A-1): —All Windows: 2'-3-518" x 4'-5" —Front Door. 3'-0' x 6'-8" (shown on front elevation) —Rear Door. 2'-8" x 6'-8' (shown on right-side elevation) UNIT TYPE "B": (Drawing A-2): -All Windows: 2'-3-518' x 4'-5" —Front Door: 3'-0" x 6'-8" (shown on front elevation) —Rear Door: 2'-8' x 6'-8' (shown on right-side elevation) UNIT TYPE 'C': (Drawing A-3): —All Windows: 2'-3-5/8' x 4'-5' —Front Door: 3'-0" x 6'-8" (shown on front elevation) —Rear Door: 2'-8' x 6'-S" (shown on rear elevation) UNIT TYPE 'D": (Drawing A-I): --All Windows: 2'-3-518' x 4'-5' —Front Door; 3'-0' x 6'-8' (shown on front elevation) —Rear Door: 2'-8" x 6'-8"'(shown on right-side elevation) . —All windows except gable end windows on second floor: 2'-3-5/8" x 4'-5" —Gable end windows on second floor: 2'-3-518•x 3'-5' (shown on left-side elevation and right-side elevation) Front Door. 3'$' x 6'-8' (shown on front elevation) -Rear Door. 2'-8' x 6'-8' (shown on left-side elevation) Connie, as a matter of information, we are also including some general characteris- tics with selected windows. • The window size given is the sash dimension, the frame and casing is in addition to the given size. The selected windows adequately satisfy the egress requirements of the Commonwealth of Massachusetts Building Code. Please convey our thanks to the Committee for their attention and courtesy at last night's meeting. We greatly appreciate their timely decision on this project which has such a sensitive schedule. If you have any other questions or require additional information, please call us. Yours truly, BROWN &LINDQUIST, INC. gesatoo__ Peter G. Brown President PGB:phs cc: R Geldmacher, BSC - P. Lindquist, B&L • I i - • • J\ ij \ , ...... / C °,-....„,---e-------______ \ a ` \• m Ile '' ',/ Tp \ \ \ N \ \ \ I Wil "• 1:05Zet.„,„) ' : , I . \o°i \ `\ \ _ � \ � ° -. 'i / 50%1 i °o\ 's ` 1 r. a \` ,8x5 �3.�,• \�� / LcfrIii . •;. � �LY— .et, \ P \ kS ��f 1, s. _ s. _.-..... • Hick 9S r � 3y• kd,4� 7gx5., . • . • i • 1 I I 1 Q 1--- Locfo P.r: Lpr` I + PL'OMDLIT+•1 P74 AD Q • a`� W `lLs..MaLat�1 t - f S , i 1x3 It Y=`v PRE PAR CP FO4: /7E.TI.JL le-mar pit,'ES . ! ° ox AFl=ou st. I sINy • UT t� O rn 3 - F : 1 .1 sr. 4v' taaqe. - : -7• 1 i,• 49, ' gee- : Sl-19o' lig Raga ra fora ToW1.1 of rdidatfavr14 Laarrapi ( , q .92 I ' : 5a-rue-Kerr cuNes GR tizzikte. P1..0.1.1 �I APPRO�ED = h I TE PLAN fE L -I , BRDLAJ►.1 •11 LINA C2.01S G. YARMOUTH COMMITTEE i 9�7 • OKHRD c �'�ytHoa • • /s/S3 �,l��� - DATE AME.ca. d4, 'AWP-1.0.. I :•�9 ,210380 y • • I %OK er 11 0o - c___ ! , I. \ H N \ I , \ -ao-.- \ N...... C8.0 \ • to I 4= \ \ \ -.'.3.00 ' ° o \ m` Axa / <K \. \ (►oT 14 (� s -N\NN \N: . I r c• / ..�. \1 0-4-94 c.c.,. \K V. �1 'Dov - �D ...) V -�-\ /' - . . \s. • / \ Soxe+ 1° ' o • I - aes•s \ � f LeT 1'i1f 4 �, ' 5�L.I ,�Y \ °' 7 T aF \ ...... X8;94 P I --ks )8: ��F''r e . e. -lit 9 11/4/7-. - i a , : I1 I ' Lo"`" s•.r: Lpr. 14„ FL-6,4014114 'ROAD 0 -S I � PREP/‘Re'P FebI �ETUCtter FP•/4ES ' FFDz c"lkgle -Eic al 41 I-44 > N } • C .o� sa1 BSc c-at : Ia ' ca Q4TC : '717 •9*! pJ REF : SLiar›.vie.tot-1 f..6.14 Fara To WN OFsa `ovri•ut zc.. ('t'- P` oo L 'IED; I ° � q2 r SETue-Kl=T riNES 417-A.1:211-te Pi-b4-1 'JI1ty APPROVED : g t TE r ,�N E L -I s'I1 aRovat j .. YARMOUTH COMMITTEE 'ti upat,G20tS est* OKHRO I �,�ytHOPM� c I 145/93 ✓. tncey aa-ra t� NAE-s 44, to-.4.e. It- ":,.• c.♦21O38 y 9to 42, t 11*-- ('d+ 39ao • c �----- _ . 0PEN sPgGE © Vr- R° O GS.Cop' _- -- .>.' . 1tiS113 +1 l C -y 14 In' Ic, nc. ± sr. AI Crir F X04 71 o :/// ln N 0. potiRH.I 40 kJ O T,p F 84S T,pN 0 O z 44 20.�z• V 1-1--4a TbV of 11-10 • ii roLMsDecndJ IS 3.0' in A.&iJE THe. 4-4‘444 i_ Pawl-T III. ST2•Ctt. i 93.17 ' L=894' I 4 I.A. Q U T R- OAD -___ • = FOUNDATION LOCATION PLAN = FOR THE PURPOSE OF A BUILDING PERMIT LOCATION: Lo-r 14 PL-Yt„\OL)TN 'POAD PREPARED FOR: YAn.\oo- 4-\ ,MA. _ SCALE_I EC' DATE io/en/R3 SE:TUCKErr PIiJES REFERENCE AFFOPD,4aLE14Cmusll'uG, 9,:moormitly4864„I HEREBY CERTIFY THAT THE FOUNDATION SHOWN ON THIS ' N PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. " OF M 401 ,i •, .w .� 7Y ' 1 $ TIMOTHY East Cape Engineering nr0, a ggg CIVILt ND ENGINEERS I-`�'�L if 6y�;�� '' v. ��19 LAND SURVEYORS C _ Route 28, Orleans, Mass. 93- /03-14 TB ,�, •• RVEVOR S -4 DATE f a .�.h-•,�1,.•..;Mw�.•.1M?'-�lll�.Aww....••�• ,... - a.•:area FrY Ire?- -T. i ., • ter•, • • .�.y. i 1 .rte k '!'f '.•'fi�l? •;ylt"'�'.i'^"'1�....t.•..ia.».--�• r .c ; ..mow+..,- .«.�.r..� Imo• ! }l'}„''►""'+'„'«•t,� r .w. yn.. • $t i1't( V-.'` 1�r te•w • • * .Ir'A�''13?.-vc.r ' t. • . , '� I �L,I.. y,tM.i - LEACH MT �p • lr f -SEPTICTANK - r J INI-ETTCB = W" 11 ‘ • _, Anal N'' •.1.!/... C. iVTLE+ tFE = I eviI •WASHED STONE siE ,1I �, '--_-� -- Y. y., , 61E]I.Cr t - *JOS I �. �L. -1— LI',.•MAX, y + I •' amu• a• / N 1 • ' a.fT• IN• OUT • IN OUT• IN• •'• ,.,..,. t N_Q 4M P . -.I °.'1G'GY?-, 1� ' o• _ IOW G lir r i . 1 1t.°' SEPTIC '1'I,l±s ')Gi.4; fir. A • ~• TANK i 'Ow tt . ELEV. ELEV. --5-7,471 1 ELEV. l�` F �� _ , • /1/.4,1) a e. • , , a.�I�. Dyer , •• / v�ll t f ELEV. ELEV. I .-._ 1 . .� / s .►sem: *� s•T '{ti{>! ii,v4w Doti Nt41•tbt- . •- 4 • _ y`nI ,,,,,i.t •- m'�'r p of J� .is N Tent . v 4 1 3 �...... ,' •••••* ': - ....-•. -. TSIAL A'T]O►-1 611.41-P,1140t..144(1141.1t4lW E • �, I t' Ler. 141a: ._: -?" __�?ANk:�. i6 „�� 1 Ivy T ?3 'l ti QF I►y LIMITED {JIA , . 1 wmr:y -.He taw cIE�, radio• '* 4'17 :,•7 , T w•--erne I��,m,se. T1t'E -c4e OF Ttf C I Z 1OF ,.. �w ' ' ••-� - 1 71-70:-: - yr'1 . • r ry.��'E'6r✓ RyI-�I G.s.w IrAN� WASHED STONE �'•. . �` • \ rbr I \ f •prtecenF F� ?f. 1 .. A .Ir GK I I�a� :,• % -*r.", t:.1WN ,A !WC/SWOT Egteea 'Ll*P SC2 t -taatGN t-0T• r ° f t TEST HOLE LOG uNlrr (t'E: \ 1 w Lp( 10 N. RE•�. I t i I T4 i. i �j ;:6!/Nd�i 1'•<. $, MURPH•{ `GF>.0 N. 2 _ r , / ,'i I ° J Tlrsrev % BEDROOM HOUSE I� ell t% ` FIZoPo`'6D "l o vgTr�► , • -7-JC) ,q3 WITNESS DESIGN f F�ctzao/+I • 1tOJ4E �\ ° 2L't e T CST DATE �`.;� • \ T.H. « 2 .,_� .a 1ssr y T.H. • 1 ��,o � r T o, coN �• J.1 O Y ELEV. y . .._ ELEV. 2 MINIIN. ,1°� •, t�f . ' . r,�E�.-Q,I I�2 .. i J• PERC RATE !' \� A _L� f. i • S • -Tod.. 4 i'IL FLOW RATE t IC (GALJDAY) ?� ^5 = 4', �'t�� tl1 `. f - Z:5 . '•.� EtEJ, 14.4 ---__-1 SEPTIC TANK S?D TANK 1 = I ' 1000 44ttaJ r ':. I , ) - • I- _ T ' -t REO'DSEPTIC TANKSIZE . LEACH FACILITY ¢I _ ' - ' e O G/D. .� J/p • SIDE • WALL 10>([7)- I t (�'S 1 - :J.' '' f ✓ • BOTTOM l} �7>Z = -�q 4( t.0) - -i____1_447; •i '. •• Y ✓- E : u f 1J.894. • .' 0.'4 aavi. efte TOTAL / L4J`1@--:. 'i •' ♦ _ .� _ _ L ,. -•a....p 1k M4nwM •So.Nb 1 / ist ar— , ,-.1 r ....., "7 -- — a‘-. wry"; -.�► �` ..s ,� CI p -r n r �1 . ri`' i,, USE. �"� LEACHING t U . `Orsi+ :e r stL' �es�s -, e!�►} t'r . .� .•• . -!. r .y �,. 21 1 IR' L,,,�'�1� , I " • •4. . • , ,1 ,' �. ! '..t,+ T, 't ' >M .l:. 1- •i. :.6.. i,?ly • -'t. i'1 A. -,;,i J, C• ) W 3 U.-r-c. ' Y '-1"17 r' '! ...:ii 4•�.,/. r fit. r •yl• . • i• ' My --7--- 04 S7 0 tt , of o H v ` . t 7 uc nt s, .� • C1 y r 4.141.1-1 �� ......, I I ,n'.l . � . R / ':. .�L' !.• " ioccNOSc4 •r ��pl. - bp• d s•"t�4"Y2� a•i..„o� .: • '-..,1lJ , ."•{ i} '.i{ .� - . tL' -.:�1.,:::;,:1":": .�, ., _ �� `� l .. ,�. . ' ' ..*• .. �;jly� ns� �f :� t � 4 ,y } • .. •,• �, ley . 'Ii tib m ,� o EEVANS N .'" ;I•"t;`Y {el r + ,• •. i~•S ;,rr11 '.�. . I , t I �taYli' •1 • u 7AN • l,•t ' ,, - - . . �,',l• tl,1 ,;M •1; •,.•' i U Jr 3 ,78pT� 61No:95Z I ` tele j;�"•a.p, i; :{ tit " 'i• 4�'� y;n )d ( , e Ftek,i.t!..1i-tellf.n'' , .1,,"" }.� M1t;.A t. i :� ' `•'xfI aro' . FGIST6d`� //JNOTE: THIS SITE pd. i :W •K �."t .`'i�.,. �.�.R.�, e • .tV1''' . 1 •.-1 ..,','•v-14 >� .,,..n[.,.,, i. tr.� r: tom' •�. •� � f, } I a• r• r,�lINSTRUMENTS !'• •S' P� • •4 t�4.'�'l�•�•,a. , L; ., t'• t Y ♦ •. 1V ; i• rI ; .' 1 1 ' t '. .f •. � • F TO BE USEDARE-DISTANO eti� -,1s'ti' .. ;'}'.!k•4•' I • 1 `•• R - 3' )) �, i' T 1 t7J ,, s j r .,J,. 11 • ' :.•:112.:‘,;:i!:: ��. •�fp l�•L(f , y. . 1. . pff•i � � ,4r, ".fie •� ' J rt' .t'� ' �7M �ii9 � % K. • ) Yy't ' •I 'r .a.i J ,� t•. il •-t•'t1 -- . 1 .Sli...,�V .. �,, i.e•-' t 't Aw• '' �",' • .,J �� J ./ S: - l}//rT'6¢ED <1✓AtTORll+wl I { �; 'y}�� 11 r..` • . . w� y, .4 • w W' is '�t !�', „r,y.. .i ': • /� jllf,t E-tl 1r„�'�i•�„•. •5 :41-:::.(4:;:i.. - �•� -x •44' - East CapeEn •',', .. _ _ y..,n.l- .-.' - t"'•i - , 'I1��/l� + LANID SUR EYD` �� }. 7(ri� . ', .r .. 1 HEALTH : .• .,. � \I [ +1 1U' lin' �L .r { �jG'- /^•� /"'�- - BOA0.D OF HEAL *44 Route 2E.Orleans.Mass. ....—...-A..• - � l J 'T CON-(GUFss , d.Y..rn^,e of „- V + ^ { �* 'L \ -` �Fl ... -:�. - :........,--.--.-r / , .1•..0-. �u ....'S'.,M... 1':3L- t 5...R-... "wl!.L'.1.J+iyr..r,•