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HomeMy WebLinkAbout21-A011 �L11�� `��k 4 YARl jlj T 4 INN CI F "' TOWN OF YARMOUTH APPRO / (J 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 �y ‘441*-.. Telephone(508) 398-2231 Ext. 1292-Fax(508)398-0836 '2I Ei '21F'*`rt:0c RFC FEE' OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE OLD KING'S HIGHWAY ! APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings, photographs, &other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS PHOTOS, &SUPPLEMENTAL INFORMATION. Check All Categories That Appl : Indicate type of Building: Commercial .X Residential 1) Exterior Building Construction: )( New Building n Addition Iterations Reroof Garage JI Shed I Solar Panels Other: 2) Exterior Painting: )( SidingX.Shutters )< Doors II RECEIVED i _ Trim Other: 3) Signs/Billboards: New Sian ,Change to Existing Sign JAN 0 8 2021 4) Miscellaneous Structures: Fence Wall IIFlagpole IT Pool ❑Other: rARb7UU1 ii Please type or print legibly: _ i OLD KING'S HIGHWAY Address of proposed work: 4"Z Si i S\Q C'1,\_ 3(.9.,yNci \�.Q tl . Map/Lot# Owner(s): C e sa.ctSs;j Phone#;508.33-7g 11y /11L-ill All applications must be submitt y owner or accompanied by letter from owner approving submittal of application. 08C Mailing address:K ( f.., S al, Nec --\�l AA \ C� Year built: Zc;`L r r Email: \'\\ Z.,b U C� \( 0_Yl / ,Q. (N Preferred notification method: I(/ Phone Email Agent/contractor: Phone#: Mailing Address: (� Email: Preferred notification method: I I Phone 0 Email Description of Proposed Work: W ' CL.,`"-n5 r-PV`. 1 �' 1 1°cam � Wbt (9 `U%sc�nc�l vwtc� .r • DuVessi in3s ' �t ) U,A C aq o9 0 rA '-L,. exivkcA ems. Signed (Owner or agent): Date: OV 0-7/ 2' Owner/contractor/agent is aware that a permit is required from the Building Department.(Check other departments,also.) If application is approved,approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. y All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections. For Committee use only: Approved Approved with Modifications Denied • 21 A011 42 Sisters Circle Hearing: 2/22/2021 — Rcvd Date: Reason for Denial; Amount Approved Remotely by: Cash/CK#: Richard Gegenwarth Rosemary Nicholls Signed: Robert Wilkins Rcvd by:SZ 45 Days: 21-A011 42 Sisters Circle Heanng: 2/22/2021_ Applicant shall seek OKH approval for any changes to these plans prior to the change _ I being incorporated into the project. Date Signed: _f.-2i,20� 1 APPLICATION#: r °` TOWN OF YARMOUTH 5+ c Bk,*""µ! l x 114: "1,QUTE 28, SOUTH YARMOUTH, MA 02664-4451 Tell 'ne (508) 398-2231 Ext. 1292—Fax(508) 398-0836 OLD KING'S HI c, i ,WAY HISTORIC DISTRICT COMMITTEE II APPLICATION FOR CER ; ICATE OF APPROPRIATENESS Application is hereby made for issuance ,i : Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described i:I.w& on plans, drawings, photographs, & other supplemental info accompanying this application. PLEASE SUBMIT 4 copies •' SPEC SHEET(S), ELEVATIONS, PHOTOS, &SUPPLEMENTAL INFORMATION. Check All Cate•odes That A. .I : Indicate type of Building: Commercial Residential 1) Exterior Buildin Construction: Ell N w Building _ Addition Iterations Reroof Garage Shed Solar Panels II they: � RECEIVED 2) Exterior Painting: l A l Siding Shutters Doors F7Trim Other: 3) Signs/Billboards: New Sin III Change to Existing Sign I JAN 0 8 2021 4) Miscellaneous Structures:New, - ■Wall Flagpole T; Pool IIOther: 7ARfvi UUiri Please type or print legibly: I ! OL D KING'S HIGHWAY Address of proposed work: L I. AP '`►.II.^1 `l >.; Map/Lot# Owner(s): F ')o, 1(:'1 { i':SSi _ Phone#:41C--.3 3 -1L 7 ii LI Jllt -1 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. ') Mailing address: ,t"` 11er " :.. d, 'y , , ,...`,1&JlV.ai.; \*(L Year built: Z"`LQ Email:t' (:: \\° 1(; 3T, oU_,.,.._. cc,--ty') Preferred notification method: t 7 Phone 1_,--- Email 1 II Agent/contractor: Phone#: Mailing Address:_ n Email: Preferred notification method: Phone 1 I Email Description of Proposed Work: .) ��� `''�� ,',ry >�n moi' „�� � �i 1j 11 ckst._._ z o Jit` tel_ Cylf cA l _ h V__....... . '� Signed (Owner or agent):-z� Date: D 74 Owner/contractor/agent is aware that a permit is required from the Building Department. (Check other departments,also.) - If application is approved, approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. - All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections. For Committee use only: Approved Approved with Modifications Denied Rcvd Date: Reason for Denial: Amount Cash/CK#: Signed: __ Rcvd by: 45 Days: Date Signed: I i APPLICATION#: �/ 1t71 ) 1 ) • .11 ____,........_.L. .,„ 1 111 GENERAL SPECIFICATION SHEET Pro'ect Address: Z FOUNDATION: Material: ('A Exposure (Not to exceed 18"): CHIMNEY: Material/Color:(�cS_ L, wk �� .UTTERS: Material/Color:L 1,% �h-ntJlw�_ ROOF: Material: Pitch (7/12 min) Height to Ridge: Color: SIDING: Material/Style: Front: 6WAMn S & Sides/Rear: 62 Aaks��- Color.- Front: re A_cLA Sides/Rear: TRIM: All windows & doors to be trimmed with: 1x4 1x5 (Circle one.) Material: k \i (L Color: i 1 &yL , DOORS: Qty: �_ Material: Color: Style/Size (if not listed/shown on elevations): STORM DOORS: Qty: -4 ---Material: !6�t-XO NV, _ . Color: \� GARAGE DOORS: Qty: Mat']: Style: Color: �J✓`1 1 WINDOWS: Qty/side:: Front:_ Left:_ Right: �_ Rear: A Color: Manufacturer/Series: R' C��� � Material: J1 ` Grilles (Required): Pattern (6/6, 2/1, etc.) Grille Type: True Divided Lite: Snap. Between Glass: Permanently Applied: =Exterior Interior STORM WINDOWS: Qty: Material: Color: SHUTTERS: MatT Style: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed DECK: Size: Decking Mit' Railing MatT WALLS/FENCES'` (Max 6' heigh ): Height: Style: (Show running ented Size Color: Color: Style: Color:. MatT COLOR CHIPS C� / Color: & location on plot plan.) `Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style: %Y� (� C�.�1� Color: Location(s): LIGHT POSTS: Qty: Location(s): Additional information: V ���� Color:AL `�- 2-General APPLICATION #: Firefox Customer. Johnson Home Building LLC Project Name: GV-Bassil Residence Order Number. 182 Quote Number. 13400283 Line 9 Location: Attributes 10 1st Floor First Floor Item Price Qty Exird Price 50.00 1 $0.00 Line t Location: Attributes 15 F -Study Pella 250 Series, Double Hung, 31.5 X 65.5, White Item Price City Exrd Price $313.89 2 $627.78 E 1: 3266 Double Hung, Equal Frame Size: 31 12 X 65 112 PK/ 1�1 General Information: Standard, Vinyl, Nail Fin, No roam Insulated, 3 1/4', 1 1/8', 2 110" Exterior Color/ Finish: White 2075 Interior Color/ Finish: White Viewed From Exterior Glass: Insulated Dual Low{ Advanced Low -E Insulating Glass Argon Non I ligh Altitude Hardware Options: Cam -Action Lock, While, Standard Vent Stop, No Limited Opening Hardware Screen: Full Screen, Conventional Fiberglass Performance Information: U -Factor 0.29, SHGC 0.25, VLT 0.47, CPD PEL-N-211-00057-00002, Performance Class R, PG 30, Calculated Positive DP Rating 30, Calculated Negative DP Rating 30, Year Rated 08111, Egress Moats Typical for ground floor 5.0 sgft (F_7) (United States Only) Grille: GDG, No Custom Grille, 314' Contour, Traditional (3W2.H / 0W011), White, White Wrapping Information: Factory Applied, Pella Recommended Clearance, Perimeter Length = 194'. Rough Opening: 32' X 66' For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the PellaG website at www.pella.com Printed on 11118/2020 Contract - Detailed Page 2 of 18 abouctilank 2 of 8 2/4/2021, 9:36 AM Customer quote MID GAPE O*M)SD MM BPD NICNERSDN LM CO (MANSHOP) 405 RTE IN 9 DENNIS MA O OSO I50111308e011 DI„u: 2260109 OWN: Ove9Q1 P.e.: I R.Nnn[.: �PyM _ awnry uoM Iuur0..mP1io11 1.0000 EA Ext AZZ7.25FIA 4.02?M SU EXTERIOR DOOR UNIT FIBERGLASS DOM, W00EEGGMP0SITE FRAME. ME PIG BELTS. IRISH DR 0 BOLTS S FRAME, CONT SILL. POST, STAT -UH -STAT. IS. 30. Bd NGT, 9P24. 1-0 BOLL SPB90ATNPA FIR SIOEUTE STORE. FIR SIOELRE STOPS, SGL BORE B PIS DOLT BORE. PREP JAMB FOR MET, SQUARE RADIUS HINGE, DARK BRONZE. 54`16. COMF,MTE PRIMED, BRONZE COMPRESSION M. 'ALUM COMP BRONZE SRL'. COMPOSITE PRIMED FLAT CSG. PREFIN DRBSLT SAME COLOR, PLANT P SIDES 1 COLOR. PAINT. MANOMETRY. PANT FRAME EXT 9 INT. CRMBERRY Panna +a TOMI — 4027.25 To 21500% 25110 on.e TOMI 478,25 •ti \• � s , 1. . ;r. r. a r.`i(•I �': t: + 1•. 1. 'J .i , 1I y• •.1 `'•`,(M .y, •• ♦ �t.' ••a h,• ./ r .� �' Il}'III-i'�•�/.1, .�•• '�' �_'/ ♦ .• .1 Iti.Y 1 •t,r ` '. �•. t ' !. '}' � � �aL�f ��.�i rri ,,i ' i�1i•+i `.y, s+� 'Ar• ` . �"... a - J r1 +r, � �U •.1� •i �j;1.a i,. •+' r'. }i .r a ins ..�I..i_+ • �►} a, 7 �! T /.. i r ti. fes.•• r. • J, j. :���, � �ir "•1, ,, T' a 1 .' '•�. ♦ , •,`-• ,�{• � -+ • •• f•t�� ��^r_�-/y, ���+f �y� f'I •� ,a ' ` �� s. +� %•�'��—�' ' • t ':''�., S? �R� t r .4� i'�•�t�� . K-••• 5. ,�• � ., a� �.. >�lh,,'�i rq ra'�J� la � )�. ♦� .. '1..r'. '1�1 y)/•�'r,•e, • ���•, - •• •r .�^ait fy.t b•���^* : :-, ' �,, l J�:��'. •epi 4i'f� �' ' �' • • „ 'Y'�i Y,s rJ.a ;: � a �1 � �'Ji•'i��i1Fi(�!jl=i y.1, " r _ ;. � �� . :t,�,>+• I•r .5, ' r i 'r •r qty 1 1^.�SL . 1 r 7(• y�!.}• f a" A.,'�'yy+4+r � .. r . r�.!• t. .1. , � ..{ � / � l r � �/ ry �• NK. 1' MM '1, 1.• _ �t1 i t J /1•r • -•A .L'i ti . •_j; •� T•,r�.1fTM, r.t :�a•::+St4. �.�: ��+ t ;�Yt _ °'1 f.e f?,,. r ,. `MY t t •-7 •�- r .?; � r ;�.�• � ;1,,', r .. :r 3 �f r 1 1,' 4 + I •.r t'r^ l ft � .� ! rte.: ...e : v.- y -r ���,�—� ®A��\. ✓;ll� �1_/•V--�--� �f-1.—. ��1' }�J' -ae _ �r. mx �As.: v r. taw* ,pA0001pW).- CertainTeed SAINT-GOBAIN Technical Data Sheet PRODUCT INFORMATION Landmark shingles reflect the same high manufacturing standards and superior warranty protection as the rest of CertainTeed's line of �n f�i 7C �IiynaaS roofing products. Landmark Premium (and Algae Resistant -AR), ,,f � �.�� `P�p r, • ,� Landmark PRO (and AR) and Landmark (and AR) are built with the industry's toughest fiber glass mat base, and their strict dimensional tolerance assures consistency. Complex granule color blends and subtle shadow lines produce a distinctive color selection. Landmark is produced with the unique NailTrak® nailing feature. Please see the installation instruction section below for important information regarding NailTrak. In the Northwest Region Landmark PRO (AR) is double -branded as Landmark PRO/Architect 80 (AR). Landmark algae -resistant (AR) shingles are algae -resistant and help protect against dark or black discoloration, sometimes called staining or streaking, caused by blue-green algae. AR shingles are not available in all regions. Colors: Please refer to the product brochure or CertainTeed website for the colors available in your region. Limitations: Use on roofs with slopes greater than 2" per foot. Low -slope applications (2:12 to < 4:12) require additional underlayment. In areas where icing along eaves can cause the back-up of water, apply CertainTeed WinterGuard® Waterproofing Shingle Underlayment, or its equivalent, according to application instructions provided with the product and on the shingle package. Product Composition: Landmark Series shingles are composed of a fiber glass mat base. Ceramic - coated mineral granules are tightly embedded in carefully refined, water-resistant asphalt. Two pieces of the shingle are firmly laminated together in a special, tough asphaltic cement. All Landmark shingles have self-sealing adhesive strips. Applicable Standards ASTM D3018 Type I ASTM D3462 ASTM E108 Class A Fire Resistance ASTM D3161 Class F Wind Resistance ASTM D7158 Class H Wind Resistance UL 790 Class A Fire Resistance Technical Data: *Includes Landmark PRO AR/Architect 80 **Dependent on manufacturing location ICC -ES ESR -1389 and ESR -3537 CSA Standard A123.5 (Regional) Miami -Dade Product Control Approved Florida Product Approval # FL5444 Meets TDI Windstorm Requirements Landmark PRO* (and AR) 240 to 267 Ib *' 13 1/4" x 38 3/4" 66 5 5/8" Landmark Premium (and AR) 300 Ib 13 1/4" x 38 3/4" 66 5 5/8" Landmark (and AR) Weight/Square (approx.) 219 to 238 Ib ** Dimensions (overall) 13 1/4" x 38 3/4" Shingles/Square (approx.) 66 Weather Exposure 5 5/8" *Includes Landmark PRO AR/Architect 80 **Dependent on manufacturing location ICC -ES ESR -1389 and ESR -3537 CSA Standard A123.5 (Regional) Miami -Dade Product Control Approved Florida Product Approval # FL5444 Meets TDI Windstorm Requirements Landmark PRO* (and AR) 240 to 267 Ib *' 13 1/4" x 38 3/4" 66 5 5/8" Landmark Premium (and AR) 300 Ib 13 1/4" x 38 3/4" 66 5 5/8" Specifications and Installation At SBC, we firmly bellew In the Importance of customer satisfaction. And one way of ensuring It is to help you Moose and Install the shingles that best meet your needs so that you may fully enjoy SBC shingles and the natural beauty of woodl • ori SBC Sar Shingle Manufacturer www.sbccedar.com en Only the Best Will Do. Specify SBC! fwtern W1ste tide 9J gLs Ibwta611ph Ondf Installation Guide Installed poperb, ar slingb ean Int up to m Years Gtahtlng The Otmari ty, Required The following aw. sew wann.tdaltns to hill, errae teir I.sig bemrty. Am owes br I sq— (4 buMo) 1'11aad 1psel,If. ire m1 E.poune: Topmenl hucUaq lne.5'nt,.N maainhm exposhre I -6 slued t16 it.(u.1 itandaid Dh7aa1 IZDI$ 111101 rattenm: IluA-mlstant (gl+rhix4 du.— a ).item) A os staples 1 1/4* to l lk'tu m as<.Ilong. faftrnm must penrtratt at Joel 112* (13 no into the ulderlWwlmL Fararaptes.1ae 7110 ILIW mnimun aonn. Ven ta.u.n It h ImpvMt to ensure adequate dnakllon ofair udernnlh lhirhplesin order to ertmte their dhaaWtle rtDhaoe amblue. and uta erhegy: • Imtalhabentd wooden tatha U•a7'Delia1'Ot.,s..wYes.tu..t, wting them +Wsl Madhnne eghW to nr e�murt (eerhhe to oenter). NAI shingles dirs* to them. You mn wesh to consider usig Nome Shewm (m wash) m Cdr Mathefw (on roofsL C-1 Imlalblhm Inslmliun Q A)wxo work Irorn thr bottom to the tap. ' Q To W elate the member of counts to be 6ntaoed: j -Meawre, the arface am to be inhered and dnide it by the desired ehmmae. -Adjust the rivosue to pmduee awn course -law at leads 44 Ilea mi for the hl course at the lop. Q Draw ane m= a bond to alp shingles hoe¢ontaly. ( , Q Far the first row, (wall, real, alwrys try a double crone of tingles will offset !1. Mem by at least I Ifs' as W n that lairds do rot fine up The bottom carie should extend at kat I' Os..d horn the top of the fmmddlon a caws i• = Q lite 7 fasteners per shingle at abort 711'(1 a m) from each edge, �-• rd at l• las td above the but -fine of the—tapping shingle tshiyb ®�'• W wider than a'M3nid.Use 2 additional rastmen hlwn l - (?S,,) aloes - mer the center of Use shingles. 00 Q ltwc a gap orappmaimatche Itr to ala' pit moa ml between neyhbuing shingle to allow for exp rasion dose, to mobtum Q Joint of ueovvc sane most ahrrys be other by at kat 1 111' DA ml to pervert water build-up. Tont shingle imperfections the same way. Q Nese allow joints from arty 7 tonseeldtve course to lee up Angle, Cesar,•, (Iprninq, 1,19" Flashing which mines in writs materials. van and shapes is mquM lor all of the above frac— It is irhporiant to mare dant and buid+g adeam napMed Depending on the tats of seepage. Dashing generally extends apprexanaleh 1• to a' Iona to An tris on either side In addtion to coaealing aWetuei eutfag imperfections that may Dear, appmpri tt pmMN iataaad flashing is imat—tall in pm mnlig rating. water and insect infiltrations. when Installing flashing, rare must be taken to net drhr nails rear the center. epecvQy, in the ease of roofs. It is also meomme ded Chat jointain mlitntion-prow ams be nuked with vhmw. wall Comm - two powble methods • Use shingles, byatemahsg the omrsean both waas(wmve earneol.or • the boards tlul completelyown up the eomer. [seting Conslnwtion - Iwo pnsask method. • Remove adCing siding or roofing mahnal and proceed In the same way you would with a new mrhlnMiml or • Imtal Ihiglesd.Mry on top or the &*.I mwrig wd ensue that nails can be solidly driwn into the srfm below. Ihps and Judges - Iwo posvbk med" Chooz vine -width shingles spW.1y,.1' to Slhaa mux and Atenotrh —lap .11 shingles both sides l m The Rhw mint be. d obk couse Using two nails 4W-7.0.1 ml kegs. meal hip and r� ops; or • use prefabrimted hip wdrdge unix Their mtmed joitsand concmaled nib can saw comiderablyon installation time n.a.wea.wa+mh wawha+wwht hrdw•mn.r hmtmty mertawmrharhhye wmmwr ro mnh..r a.tew,naw.w.nmw r.m.t.. ar..,.w.de mra.pma, d '�� wdero bwow won ho h4 •intro Yalwwa.d m.wrarottptr ma.mJry lramhsm.a.a.vCmnwaan .^.Jrv..P�m.mO9nweY int SBC (Cutbel GaIllo1 C nix hs (oaeee )594 aro p.sse w a m wN..nwh baa m inn.uer. -Ml Telephone: NIBJ 591-6101 :(41 � aw.�a.rhrr..� Fac(418)59493.31 E When o.pthsissm aDu wwwshecctbL m apdrytllG MoOsbmcdreon • GIiNERAL SPECIFICATION SHEET • Project.Address: FOUNDATION: Material: (ij l \L ... Exposure (Not to exceed 18"): CHIMNEY: Material/Color: 1Ce'.lNn.G- `0)AA( t r s \A GUTTERS: Material/Color: ROOF: Material: f'1,s1> \LLQ)• Pitch (7/12 min) Height to Ridge: Color: SIDING: Material/Style: Front:0;,; 1C' _.. (.. r�Ci.,. , Sides/Rear: S\u S COLOR CHIPS Color: Front: 7A,k.t S Sides/Rear:�,\\A. ' o c TRIM: All windows & doors to be trinirhed with: lx 4 0 (Circle o .) Material: ii A ?.i 6- , II Color: l DOORS: Qty: y Material: 5le ,„v Color: Style/Size(if not listed/shown on elevations): STORM DOORS: Qty: / Material: Viz /lA . A, Color: 4.,....1 'L GARAGE DOORS: Qty: A Mat]: 11. i,y,'P f Style: rj • .,e - Color:U3hkee,_ WINDOWS: Qty/side:: Front: )i ' L- t Might: (& Rear: la • Color: Manufacturer/Series:' (0.0C'e _ R )'eri.lt-Sct LMaterial: V ' iN I rr��'+�c I Grilles(Required): Pattern (6/6,2/1,etc.)' Gi i Type: True Divided Lite: J Snap-In: I Between Glass j,.• Permanently Applied: ElExterior Interior STORM WINDOWS: Qty: aterial: Color: SHUTTERS: Mat'l: tyle: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: DECK: Size: Decking Mat'l: Color: Railing Mat'l: Style: Color: WALLS/FENCES'” (Max 6' height): Height: Mat'I: Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Lotion:i�''°I`t.,;eLA Qi-S ,h' Screening: 4:..Cit < r` �`"W' ' LIGHTS: Qty: Style: ' .C P rQ C'1n J. color: C C Location(s): 1,t:Y� /fL'� . j t,/ hr ( S ,eel &v. " ...c) , LIGHT POSTS: Qty: ) MII terial: Color: ' ,� to-7 Location(s): f4ccv\ t C ... (' ,,7,1„ .. cal Additional information: 2-General APPLICATION#: Gmail-Certificate of Appropriateness Ihttps://mail.google.com/mail/u/0?ik=2c45becaf4&view=pt&sear... 111141 •G ma 1 Rabih Bassil <rabihb26@gmail.com> Certificate of Appropriateness 1 message Rogers, Grayce<GRogers@yarmouth rna.us> Tue, Jan 5, 2021 at 11:17 AM To: "rabihb26@gmail.com" <rabihb26@hmail.com> Good Morning, Here is the link to the certificate of ap ropriateness: http://wwwyarmouth.ma.us/1111/OId-Kings-Highway- Application-Forms The next deadline iS tomorrow, January 6, 2021 for the January 25th meeting. The following meeting is on February 8th and the de. line date for that meeting is January 20th Thank you, 11 Grayce Rogers " Office Administrator Old King's Highway Committee/ I storical Commission 508-398-2231 Ext. 1292 Due to COVID 19, Yarmouth To Hall is open from 10-2pm to the public on the main level Monday through Friday with occupancy li itations to abide by social distancing policies. The lower level is closed to the public. All material can be either emailed, mailed, or drop off can be arranged. 11 1 of 1 1/5/2021,3:19 PM .0'-'4e I { ` TOW ' OF YARMOUTH 4 1 g �� ; 1146 ROUTE 28,I :OUTH YARMOUTH,MASSACHUSETTS 02664-4451 t` ' IIS Telepir e(508)398-2231 Ext. 1292 Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION Theapplicant/applicant's a 7 t understands and agrees that due g M. g to the current declared National and State public he hh emergencies the determination of our Application for a Certificate of Appropriateness I emolition/Exemption may not be made within 45 days of the filing of such application. The applicant agrees to exten the time frame within which a determination is to be made as required by the Old King's Hi sway Regional Historic District Act. SECTION 9-Meetings,Hear gs, Time for Making Determinations "As soon as convenient after 'filch public hearing; but in any event within forty-five (45) days after the filing of application, or within such further time as the applicant shall allow in writing, the Committee shall n eke a determination on the application. " Applicant understands that thl review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name leaseprint).. _ V.: L Applicant/Agent signature: '- ,.- — Date: tl 1 111 1 111 1 111 Application#: 3/2020 I I III f , 11 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Ip Applicant's (Owner) NI e: Property Address/Loc I, on: Hearing Date: Notices must be sent tr he Applicant and abutters (including owners of land on any public or private street i way) who's property directly abuts or is across the street from the Applicant. Please p beide the Assessor's Tax Map and Lot numbers only. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.yarmouth.ma.us Map Number Lot Number Applicant Information: Abutter Information: U J f 11 Ili I Application #: 8.2018 3 NRI 4SE/ / / Please use this signature to certifythis list of properties ENRIGHT SEAN g p p ENRIGHT SHARD directly abutting and across the street from the parcel located at: 94 SISTERS CIR YARMOUTH POR , MA 02675 42 Sisters Cir., Yarmouth Port, MA 02675 Assessors Map 93, Lot 4.15 _.._-93/ 4.17/ _-_ / / 4 ROBERTSON DO GLAS A TRS Andy�hado, Director of Assessing CONNON RI HARD F 2 BEATRICE LN WEST YARMOUT , MA 02673 r 93/ 4.16/ / / ROBERTSON DO GLAS A TRS C/O ALLEN CRAI E 23 FOREST LN YORKTOWN HEI HTS, NY 10598-6507 93/ 4.15/ / / BASSIL ELIE 8 HEADWATERS DR WEST YARMOUTH, MA 02673 93/ 4.14/ / / REIMER JENNIFER A CEFOLE MICHAEL 110 SISTERS CIR YARMOUTH PORT, MA 02675 93/ 4.13/ / / RANA MAHMOOD M 111 SISTERS CIR YARMOUTH PORT, MA 02675 93/ 4.12/ / , .�_._._.. . BERRY JASON R WILCOX LIA C 105 SISTERS CIR I ,1 i (1 YARMOUTH POR , MA 02675-1685 �' 93/ 4.11/ / / �. LECLAIR-ROBBI S DENISE TR MCDOWELL TAR LYNN TR 18147 SE RIDGE I1VN DR { TEQUESTA, FL 469 93/ 4.10/ / / . I LECLAIR-ROBBINS DENISE TR DENISE LECLAIR-ROBBINS TRUST 18147 SE RIDGEVIEW DR TEQUESTA, FL 33469 93/ 4.9/ / / i ROBERTSON DOUGLAS A TRS RYER JANE E TRS 868 WATERTOWN ST W NEWTON, MA 02465 3 OCT 2020G200718OF 742 SISTERS CIRCLE, YARMOUTH©2020 Greywing Design 508 364-1576All rights reserved. No copies may be made by any means without express, written permission.BASSIL RESIDENCEGENERAL NOTES:1.USE "TYVEK" OR EQUIVALENT ON ROOF AND SIDEWALLS.2.BASEMENT UTILITY WINDOWS TO PROVIDE GLAZING TO MEET STATE REGULATIONS.3.GUTTERS AND DOWNSPOUTS TO BE PROVIDED WHERE REQUIRED.4.PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS.5.DOUBLE JOISTS BELOW ALL PARTITION WALLS.6.VENT ATTIC SPACE TO MEET STATE CODE REQUIREMENTS.7.ALL CONCRETE TO BE A MINIMUM OF 2500 PSI STRENGTH AT 30 DAYS.8.OWNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION ANDCONFORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS.C1212EEEEBCCWHITE CEDAR SHINGLES @ 5 14"T.W. (ALL SIDES)P.T. COVEREDPORCH DECK1212CCEEASPHALT OR FIBERGLASSROOF SHINGLESCONTINUOUS RIDGE VENT(TYP.)125.25CCEPATIO124AGEEEAAGGCCCCCBASEMENTACCESSGREYWING DESIGN131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537www.greywing.comELEVATIONSDATE:SCALE:1/4" = 1'-0"PROJECT : PROJECT NO: SHEET : A1FRONT ELEVATIONREAR ELEVATION 3 OCT 2020G200718OF 742 SISTERS CIRCLE, YARMOUTH©2020 Greywing Design 508 364-1576All rights reserved. No copies may be made by any means without express, written permission.BASSIL RESIDENCEHEE126BBBABB1212T.O.F. 97.00PATIO126T.O.F. DROPPED5'-0" THIS GABLEWALL ONLYT.O.F. 92.00GREYWING DESIGN131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537www.greywing.comELEVATIONSDATE:SCALE:1/4" = 1'-0"PROJECT : PROJECT NO: SHEET : A2LEFT ELEVATIONRIGHT ELEVATION nC/) Z: --A ROz zm { � I zm x� i O I I O IIIA p I II I G II m m = D -0m 0\\\-)U [---\\-A c m D� cn r- - - - - - �l n -Am m G 5 m m MM � O reg I I I m Z A III � 000 IIji _ z � N I A ISI O cn � 0 y 2 D 2 � KO DO zm Z: (n 0= cz cn G) mm cn I ao o Dz III Oz0 O°0 = m O II c Tm I O I N O O IOr O N W 0 T 1 p O�o O = O dao= °°c m cn c Xxcn �° xX=� m m II II 0o & N m =mco &m� D p z - O o = z o p N W co ho--�ro) CPa = 0 0 C7D ol Do: m 00 = z c p oCo oCo m C)m c m m� p z -n r K r- x =m C c)oy m ZZD z G)� m � r C/) jD cn W O c D m m m zrn o �Cl) c� m Z 0 6-8 3/4" 11 14'-9" (Q 0 m 0o D Cl) 4'-8 5/16" O D � C �6,70w W C 4 b 0 c cb 13ga p s T47 D W N C/) C) o� O 00 N \, 0 �7 w W ° D 4 m (n p D D 16'-3 5/8" r m z� m "' 4_6 _ _ w 2'-6" N N N 16'-9" Ul O CT W —O �— W — — — — — — —— — — — — N O Cn 41 O D rn = 4�:, z TI T -n Li lJ 11 NO m ° N O OO O mN � O�c) Ncn= oi1 - - - - - N d iB WO m -- 46 = T 5 O.0 0 « w - cbNn Cl)n 3 o c 02 ��m Cf) c G) ��. . >c mo m OD m -n z „ T o 0 TI O z °� O A T 3,-6„ .w O ON G)C? SAO CO O xN n cn C2 0 z �0 �� O � = pwp A D ,Q, m 0 z o0 N 2 zz -P, O 6J W � o N7r N Cm cn cn ) O z / A A r 6-8 3/4" 5'-0" 9'-9" 4'-5 3/4" a o �m m y O U) N _ 0 p 21'-6" M CD �n mm 6'-5" 5'-0" 9'-T 00 D 21'-0" m O m C T _ V 0 N 8" P.C. FOUNDATION WALL WITHA BITUMINOUS ASPHALT FINISH ONA 10"x24" P.C. FOOTING ; 4'-0"MIN. BELOW GRADE (TYP. GARAGE)DROP TOP OF FOUNDATIONTO ACCEPT P.C. SLAB4" P.C. SLAB WITH 6" X 6" PITCHED@ 1% MIN. TOWARDS ENTRY #10 WWFOVER 6 MIL. POLY VAPOR BARRIEROVER NON-ORGANIC EARTH(TYPICAL GARAGE P.C. SLAB)PITCH SLAB 1% TO DOORS DROP TOP OF FOUNDATIONFOR 2'-8 DOOR3-2x10s WOODBEAMSEE DECK ATTACHMENT DETAIL2817312"Ø CONCRETE FILLED STEELLALLY COLUMN ON 30"x30"x12"P.C. FOOTING w/SIMPSON LCCCAPS (TYPICAL)14'-0"BASEMENT1'-9"9'-6"1'-6"9'-6"1'-9"14'-0"24'-0"2-CAR GARAGECOSMOKE52'-11 15/16"38'-0"15'-0"2'-0"26'-0"15'-0"59'-0"24'-0"21'-0"6'-0" 2'-0"15'-0"26'-0"98'-0"44'-0" 15'-0" UP 13'-9"SECTION A SECTION B SMOKE"BILCO" SIZE C BULKHEAD ABOVE 4'-7 1/2"6'-2"BEAM POCKET;MIN. 4" BEARING(TYP)7'-0"7'-0"15'-3"6'-0"5'-6" 14'-3" 2x12 JOISTS @16" O.C. 2x12 JOISTS @12" O.C.2x12 JOISTS @16" O.C. 2x12 JOISTS @16" O.C. 2x12 JOISTS @16" O.C.3-2x10s WOODBEAM7'-4"7'-6"7'-6"2817 28177'-0"3'-8"2-2x12JOISTS2-2x12JOISTS2x12 JOISTS @16" O.C. 6'-0"6'-2"13'-0"13'-0"312"Ø CONCRETE FILLED STEELLALLY COLUMN ON P.C. 20" Wx10" D TRENCH FOOTINGw/SIMPSON LCC CAPS312"Ø CONCRETE FILLEDSTEEL LALLY COLUMN ON2'-6"x 2'-6"x12" P.C. FOOTINGw/SIMPSON LCC CAPS(TYPICAL)4"5'-8" P.T. 2x8 JOISTS @16" O.C. SECTION D SECTION ESECTION C 15'-0"ANCHOR BOLTS @ 38" O.C.ANCHOR BOLTS @ 24" O.C.2x12 JOISTS @16" O.C.CONTINUOUS P.C. FOOTING (TYP.)ASPHALT FINISH ON A HIGH WITH A BITUMINOUSPOURED CONC. FOUNDATION WALL 10"10"x24"8'-10"SW#1DOUBLE FIRST FLOOR JOISTSBELOW PARTITION WALLS;SHOWER AND FINAL LOCATIONOF KITCHEN ISLAND2x4 BEARING STUD WALL ONP.C. 20"x10" TRENCH FOOTING6'-6"7'-4"6'-5"5'-6"3-2x10sWOOD BEAMw/LCC CAPS30'-0"DOUBLERIM24'-0"27'-0"10"Ø CONC. FILLEDSONOTUBE ON 20"BIGFOOT FTG.7'-4"6'-8"6'-0" 5'-6"2'-0" 6" 8'-0"7'-6"6"PROVIDELIP7'-0"7'-9"9"7'-2"7'-5"7'-4"7'-5"7'-2"9"38'-0"6'-0"6"6"21'-0"2'-0" 29'-0"SEE DECK ATTACHMENT DETAIL24'-0"6'-11"3'-9"2'-0"3'-5"3'-5"7'-0"6'-0"6'-2"JOISTHANGERS @STAIRWELL10"2'-0"8"2'-0"2X6 STUDWALL ABOVEFOUNDATIONDROP TOF 5'10"DROP TOF 5'10"4'-5"SECTION F 3 OCT 2020G200718OF 742 SISTERS CIRCLE, YARMOUTH©2020 Greywing Design 508 364-1576All rights reserved. No copies may be made by any means without express, written permission.BASSIL RESIDENCEGREYWING DESIGN131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537www.greywing.comFOUNDATION & FIRST FLOOR FRAME PLANDATE:SCALE:1/4" = 1'-0"PROJECT : PROJECT NO: SHEET : A3 SMOKEHEAT= HEAT DETECTOR= SMOKE DETECTOR= CARBON MONOXIDE DETECTORCOPOWDER RM.D.W.HKITCHENBREAKFAST AREAREF.EEE14'-0"FAMILY ROOMFOYER12'-0"14'-0"21'-0"24'-0"DROP ZONEPATIOCOSMOKE10'-11"7'-2"7'-1"EZERO CLEARANCEGAS FIREPLACE(ADJUST FRAME FORMODEL CHOSEN)8 FT FLAT CEILING29'-0"EVERIFYw/KITCHENDESIGN38'-0"3'-6" CASED 7'-2"6'-10"7'-0"FAN15'-0"2'-0"BATHWALK-IN CLOSETBEDROOM 126'-0"30'-0"15'-0"12'-8"MUD ROOM38'-0"5'-4" VAN.EE5'-5"5'-9"GFAN4'-2"6'-0"4'-9"4'-9"2'-0"BB15'-0"53'-0"1'-8"9'-9"5'-6" VAN.EEESMOKE44'-0" 15'-0"AA3'-4"4'-2"C14'-1"12'-0"3'-6" SECTION A SECTION B SECTION D SECTION C ATTICACCESSABOVE15'-0"98'-0"13'-9"SECTION FPANTRYCLOSETDINING8 FT WIDE COVERED PORCHVAULTED FROM 9'8'-0"8 FT FLAT CEILING11'-7"8 FT FLAT CEILING2-CAR GARAGE 4- 1 34"x18" FLUSH LVL BEAM(58" GYPSUM FIRE PROTECTION)HEATHEATTW24422'-0"2'-0"9'-0"2'-0"3- 1 3 4"x9 1 2" LVL BEAM IN DORMER WALL 7" GANGED STUDS FOR LVL -TYPICAL FOR BOTH ENDSCONTINUOUS 2- 1 34"x 11 78"LVL CORNER-TO-CORNERFOR APA PORTAL WALLSCC6'-0"6'-0"6'-0"6'-0"SECTION E24'-0"8'-10"4'-2"C7'-0" UP3'-8"DOWN3'-8"6 FT WIDE COVERED PORCH11'-4"EE7'-0"CAPPEDHALF-WALL& POSTSCLOSET 7'-0"TRAYED CEILING5'-0"24'-0"21'-0"26'-0" 52'-0" 2'-0" 8'-0"1'-10"4'-2"8'-10"9"7'-2"7'-5"7'-4"7'-5"7'-2"9"5'-5"7'-2"7'-5"1'-0"4'-5"4'-3"3'-3"2'-0"7'-1"BASEMENTACCESS3'-9"3'-9"1'-5"2'-7"9'-0"3'-2"6'-8"1'-9"6'-3"6'-0"2'-4"15'-7"7'-6"7'-6"3'-7"6'-4"6'-4"1'-2"3'-0" CASED1'-1"3'-4"5'-10"3'-6"5'-8" TILED SHOWER4"13'-4" 5'-5"3'-5"3'-8"3'-2"6'-5"3'-9"2'-9"2'-9"6'-0"6'-0"7'-0"8'-8"7'-6" 5'-6"CAPPEDHALF-WALL& POSTS3'-10" 6'-0" 3'-6" 3 OCT 2020G200718OF 742 SISTERS CIRCLE, YARMOUTH©2020 Greywing Design 508 364-1576All rights reserved. No copies may be made by any means without express, written permission.BASSIL RESIDENCETOTAL 283.52 S.F. W I N D O W S C H E D U L ELTR.QTY.ROUGH OPENINGREMARKSA3B11GLAZINGC8(10)*TW2436 DOUBLEHUNGTW24410 DOUBLEHUNGE11D-FG-2'-6 1/8" X 5'-0 7/8"2'-6 1/8" X 3'-878"3 X 8.28 = 24.84 SF8 x 7.65 = 61.20 SF8.0 SFC235 DOUBLE CASEMENT4'-012" x 3'-5 3/8"1H-J6AW251 AWNING2'-4 78" x 2'-4 78"6 X 5.73 = 34.38 SF* WINDOW C: QTY 2 = Garage2'-6 1/8" x 5'-6 7/8"11 x 10.2 = 112.2 SF11 x 3.9 = 42.9 SFTW2452 DOUBLEHUNGTW2446 DOUBLEHUNG2'-6 1/8" x 4'-8 7/8R-5 MIN.R-5 MIN.TOTAL 178.90 S.F.D O O R S C H E D U L E#QTY.DOOR SIZEREMARKS1111213144P263'-0" X 6'-8"3068 ENTRY w/SIDELIGHTS2'-6" X 6'-8"2668 6 PANEL INTERIOR2'-8" X 6'-8"2868 STL. FIREDOORGLAZING7188299'-0" X 7'-0"9 FT OVERHEAD GARAGE DOOR2'-4" X 6'-8"2468 6 PANEL INTERIOR POCKET2(3)*12.3 SF0 SF* DOOR 6 Qty=1 GARAGE2'-8" X 6'-8"2868 NINE LIGHT STL FIREDOOR6068 SLIDING DOOR2468 6 PANEL INTERIOR2'-4" X 6'-8"30 SF6'-0" X 6'-8"2 x 8.3 = 16.6 SF2068 6 PANEL INTERIOR2'-0" X 6'-8"11012'-0" x 6'-8"FWG12068 4 SLIDING GLASS120 SF1111'-8" x 6'-8"1868 3 PANEL INTERIOR1125'-0" x 6'-8"2668 INTERIOR BIFOLD PAIRGREYWING DESIGN131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537www.greywing.comFIRST FLOOR PLANDATE:SCALE:1/4" = 1'-0"PROJECT : PROJECT NO: SHEET : A4FIRST FLOOR LIVING AREA = 2048 SF LAUNDRYSMOKELOFT/OFFICEBEDROOM 2CLOSET14'-1"15'-0"15'-0" 15'-0" 30'-0"FAN38'-0"15'-0"14'-0"4'-11"3'-0"BC4'-6" 4'-6"10'-6"4'-0"KNEEWALLFAN7'-0"VAN.5'-5"7'-2"4'-1"5'-8"4'-3"1'-8"4'-0"4'-0"3'-0"4'-0"KNEEWALL8'-0"CLOSET BEARING WALL TO ROOFBEDROOM 44'-6"4'-6"4'-6" 18'-0"4'-0"4'-0"BC5'-0" KNEEWALL12'-0"12'-0"1'-8"3'-4"7'-0"7'-0"CB4'-4"2'-8"CLOSET CCBBEDROOM 3OPEN TO BELOW3'-10"CLOSETBATH6'-6"CLOSETCOBATHFAN4'-0" VAN.SMOKE3'-8"DOWN3'-8"SMOKE3'-2"LINENS4'-0"4'-0"8'-11"4'-5"2'-4"5'-2"5'-0"9'-1"10'-2"6'-9"10'-8"3'-0"11'-4"4'-0"2'-4"1'-9"4'-5"1'-8"1'-11"4'-10"5'-1"43'-4"26'-0" 4'-6"10'-5"SMOKE2'-8"11'-5"4'-3"4'-8"2'-4"5'-3"1'-8"4'-1"3'-5"2'-8"4'-0"3'-11"6'-2"4'-4" 2'-4"12'-8"24'-0"7'-0"7'-0"3'-4"81'-4" 3 OCT 2020G200718OF 742 SISTERS CIRCLE, YARMOUTH©2020 Greywing Design 508 364-1576All rights reserved. No copies may be made by any means without express, written permission.BASSIL RESIDENCETOTAL 283.52 S.F. W I N D O W S C H E D U L ELTR.QTY.ROUGH OPENINGREMARKSA3B11GLAZINGC8(10)*TW2436 DOUBLEHUNGTW24410 DOUBLEHUNGE11D-FG-2'-6 1/8" X 5'-0 7/8"2'-6 1/8" X 3'-878"3 X 8.28 = 24.84 SF8 x 7.65 = 61.20 SF8.0 SFC235 DOUBLE CASEMENT4'-012" x 3'-5 3/8"1H-J6AW251 AWNING2'-4 78" x 2'-4 78"6 X 5.73 = 34.38 SF* WINDOW C: QTY 2 = Garage2'-6 1/8" x 5'-6 7/8"11 x 10.2 = 112.2 SF11 x 3.9 = 42.9 SFTW2452 DOUBLEHUNGTW2446 DOUBLEHUNG2'-6 1/8" x 4'-8 7/8R-5 MIN.R-5 MIN.TOTAL 178.90 S.F.D O O R S C H E D U L E#QTY.DOOR SIZEREMARKS1111213144P263'-0" X 6'-8"3068 ENTRY w/SIDELIGHTS2'-6" X 6'-8"2668 6 PANEL INTERIOR2'-8" X 6'-8"2868 STL. FIREDOORGLAZING7188299'-0" X 7'-0"9 FT OVERHEAD GARAGE DOOR2'-4" X 6'-8"2468 6 PANEL INTERIOR POCKET2(3)*12.3 SF0 SF* DOOR 6 Qty=1 GARAGE2'-8" X 6'-8"2868 NINE LIGHT STL FIREDOOR6068 SLIDING DOOR2468 6 PANEL INTERIOR2'-4" X 6'-8"30 SF6'-0" X 6'-8"2 x 8.3 = 16.6 SF2068 6 PANEL INTERIOR2'-0" X 6'-8"11012'-0" x 6'-8"FWG12068 4 SLIDING GLASS120 SF1111'-8" x 6'-8"1868 3 PANEL INTERIOR1125'-0" x 6'-8"2668 INTERIOR BIFOLD PAIRGREYWING DESIGN131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537www.greywing.comSECOND FLOOR PLANDATE:SCALE:1/4" = 1'-0"PROJECT : PROJECT NO: SHEET : A5SECOND FLOOR LIVING AREA = 1546 SF N rn w 0 W—lpUi-P�'wN3 G) C)OD<OTOMC m O r m O x c> m �� wmm >z�mm�m<D �Dn�Cmcnzmr DzxC)0rm,>--im nc)m��cDnoc0O m0mDcn20r�� z�noozO�mm o z Om�G)��O(n o 0 D n W O� W Z< rn n O m D O< O O m r m C O m �cnZ�rD��z O u y=�U�rC/>(A� D M r D m O O z v Dr --oo�� m m zDOmzm O�TC)O0 �O cn r U) r O z 0 0 0 00 00 00 0c) OD OD OD 00 OD OD 00 C 00 p m O< Z D m m X D D 0 0 rDcnmrzm�u> 0 0 0 D — C 0 N m m�mm O=(Z* 22 Z m D z 0 G) m Cl) 0�=� ;o mWD`n pm G)CW C� m � O >„y o O D O O � r r z� � cn 0 m w o 0 z C D C ?� C O cn z O z D z 0 IT Ilk � II II II II II II II II II II II II II m r m _ N m O I I I I I I I I I I I I I O I I I �., I I I I I I I I I II I I I I I I I : E::I=l �' G' IM 0 I I I I I I VIII I I I I cm m II II II II II II II II II II II II IIII m I I ca c II II nm CP � O II II z 0 0 0 �� III IM mo / IIII II z III II I o II II II II III III x I Cq 0 o o z O ZIM O VIII 0 cn 0-0 III III I I I C) I I I I I I I I I I m I III I I I O I I I IIII III I II II I I I I I I I I I I I II I c) _� �I r �m W I I I I I EM: cn cn p CD OEM: n m I I I I I mII II II z rn _� I I I I I I I I I I I I I I I I I I I III III I I I I III I I I I ��I - II � C7 r I dD p o II o m Q cnrn I I I I I cn 0 y CD cno I I I I I I I I I I m0 D o m O D III I III z CD N N 1 1 1 1 1 1 I m m � N CID CD (� co � O I I I /m D III III II I III _ O O NW 07 O 1 cn cn z II 11 IIII II II 0 z m� .. CIO N N �m N C) 0 111 - I I I I I I I III I N M p O Z 00 —1 r C) 3 mm 0 D m O No z = m c7 __ D �X rzm co '” G) m0 o Cl) O °p W N � p (.0 00 �I p�� W � N� N � 1 N N� W� v�� j� 0 1N `N N N N W O TO N O � O O O 00 A A W� � O� N X x x x x x x x x x x x x�� W W O V � W � � � �� W W_ C2 o� � o � oo do 00 00 CO oo a oo N C) m C: r N Tl CO N) a) N N N N N N W m � � � � O O 00 ? ? 00 61 61 O W Z N O rn� z rn rn cnrn rn m D m m D r z D D � D D� 00 ;� O m � O cn m m� �����"r'�m z W r p Z � � Z Z � Z Z�� M TI � O m0 �mmOmmoD O O O� O� r 0 0� 0 O m z �m Cl) p p O O � O O Z7 �l z z N O N N G] x r cn cn � w D TI W T N I I z m G] W EM: � m m 0 C) ao D� O w � N � acs, N � p � A N N N N N �p Z o� � � � X m_ X W X X X N X CO Cn W � ? A Ui O W Qp -�m0 - � - � = z = z G) m 0 A � �D NN � � C r o � N �; m O 0 O � O Oz D o W O m oco � m0 Z c m�) D = = cn c c � _ � � � � � zD m G) ;U z OD W N W (n N G] � (n .(.x11 D � o rn `° ^' N W II N II � II I I co II z �1 N � � U1 O G] O N A A CJ7 O (/� (P O Tl W � ll T Tl Tl W—lpUi-P�'wN3 G) C)OD<OTOMC m O r m O x c> m �� wmm >z�mm�m<D �Dn�Cmcnzmr DzxC)0rm,>--im nc)m��cDnoc0O m0mDcn20r�� z�noozO�mm o z Om�G)��O(n o 0 D n W O� W Z< rn n O m D O< O O m r m C O m �cnZ�rD��z O u y=�U�rC/>(A� D M r D m O O z v Dr --oo�� m m zDOmzm O�TC)O0 �O cn r U) r O z 0 0 0 00 00 00 0c) OD OD OD 00 OD OD 00 C 00 p m O< Z D m m X D D 0 0 rDcnmrzm�u> 0 0 0 D — C 0 N m m�mm O=(Z* 22 Z m D z 0 G) m Cl) 0�=� ;o mWD`n pm G)CW C� m � O >„y o O D O O � r r z� � cn 0 m w o 0 z C D C ?� C O cn z O z D z 0 IT Ilk � II II II II II II II II II II II II II m r m _ N m O I I I I I I I I I I I I I O I I I �., I I I I I I I I I II I I I I I I I : E::I=l �' G' IM 0 I I I I I I VIII I I I I cm m II II II II II II II II II II II II IIII m I I ca c II II nm CP � O II II z 0 0 0 �� III IM mo / IIII II z III II I o II II II II III III x I Cq 0 o o z O ZIM O VIII 0 cn 0-0 III III I I I C) I I I I I I I I I I m I III I I I O I I I IIII III I II II I I I I I I I I I I I II I c) _� �I r �m W I I I I I EM: cn cn p CD OEM: n m I I I I I mII II II z rn _� I I I I I I I I I I I I I I I I I I I III III I I I I III I I I I ��I - II � C7 r I dD p o II o m Q cnrn I I I I I cn 0 y CD cno I I I I I I I I I I m0 D o m O D III I III z CD N N 1 1 1 1 1 1 I m m � N CID CD (� co � O I I I /m D III III II I III _ O O NW 07 O 1 cn cn z II 11 IIII II II 0 z m� .. CIO N N �m N C) 0 111 - I I I I I I I III I N M p O Z 00 —1 r C) 3 mm 0 D m O No z = m c7 __ D �X rzm co '” G) m0 o Cl) O °p W N � p (.0 00 �I p�� W � N� N � 1 N N� W� v�� j� 0 1N `N N N N W O TO N O � O O O 00 A A W� � O� N X x x x x x x x x x x x x�� W W O V � W � � � �� W W_ C2 o� � o � oo do 00 00 CO oo a oo N C) m C: r N Tl CO N) a) N N N N N N W m � � � � O O 00 ? ? 00 61 61 O W Z N O rn� z rn rn cnrn rn m D m m D r z D D � D D� 00 ;� O m � O cn m m� �����"r'�m z W r p Z � � Z Z � Z Z�� M TI � O m0 �mmOmmoD O O O� O� r 0 0� 0 O m z �m Cl) p p O O � O O Z7 �l z z N O N N G] x r cn cn � w D TI W T N I I z m G] W EM: � nC/) x� ZZ { zm � I zm x� i O I I O IIIA p I II I G II m m po II I m �= I = D -0m c m D� cn r- - - - - - 0\\\-)U [---\\-A , ' --J'- m -- - - - - - - �1 n -A m G 5 m M qM - reg O mjiz A III 000 O _ z � N I I ISI O ccn y 2 D LIV 2 � KO DO zm Z: (n LV 0= cz cnO mm I ao o Dz III Ozo O °� = m O II c p O C M o 000 joo� o Xc 00= ° m ccn o p x r IT x 0 C c, x= m D 0 q6 o0 N C/)? O ou o N m o & M o z — p LMI o z o p W co coo O CP a = v v C-) D D� m 0 = z c p oCo oCo m O r C)m C m m� z -n r- r- x=m C coy m ZZD z G) ;U m � r C/) jD LP W O c D IT Ef G) m m z M O cn m o 0 Z oiD O 6'-8 3/4" 11 14'-9" X D`2z z cQ ?__� o IT 0 o D 3 no n� 6'-5" 4'-8" 9.-11.. � 4'-8 5/16" Cl) on cn ,, w C m w C; Om o ? 0 �0 r3S° ep \4 k r 4 O -4 \ D Cn --io `� o� (1) C/) O N cylO W crn D D ° D O m 2 C/)0 -n --j D D O 16'-3 5/8" D m m SECTION P m 4'-6" M w 2'-6" n� N N 16'-9" 41 CT O _� CJi W o D C °' z II No m v O_ TI Z TIT lJ N ' N ;v 0 O O i W CN)_7 •,a - GDW r� ) ;- O- O W -n mO au pOv N O y v �n c G) z N r cn O n `< o (n o 0 n� DC m o0 Cn z r- Z CD O O y D a T 3'-6° C13 T Z z a V �oZ CO O 2N O p D* T �W O 00 �x °' 9- n �rn vcm0N A r F s m r z N W Cl) A D O Z 00 —I O �� c- O� ��, A M �^ �c / zf l VmJ 6'-8 3/4" 5'-0" 9'-9" X c 4'-5 3/4" O �m I' I Z� H O _� 06 N C7 21'-6" _ CD �um CD OZ j r 0 Mm 6'-5" 5'-0" 9'-T 00 m CD PO y �00� CO Cx U).Cl Z>�y �xX* ��Ro� DOD �0 m O =Zzo0ocn C Fn m0 2 T7 21'-0" 0 N I I I I I O ILIv m I I n vcn rm Dcn m° mo Om co 2 \ � m m D m p ZD N r m Oz D z I I I I = I I I m r fT1 I I I I I I I I I I 1 1 1 Ili l it i l i;Illh ill 1 �I ---------------- ----------------- ---------------- ----------------- ---------------- -------------- -------------- --------------- -------------- -------------- --------------- -------- --- ------------ O II I I I 1' II I� rn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Ell it O I I I 1 m O p v D O �I I I O D it i 0 I I I W p D 4k IM IT m zM z _=< °cn� cQ m `CD O cQ p G) 0Dv SIM cnCl) D z C) _ Z D 0 N Cr W D m A O z O Z G7 �] r �] O p O D m m II o _ fJ No N ra CO co 02 m D go 0 O w y> O z A G y= r�zo v y v r z Cn TI m m n a= CD O�mM C" �_ < N 0 co O rn z m N w r Q . rn T < � D cn N D o p O c� m cn Cl) `m < m F�IM z Mm T z p O �J p r r G) n o O O _ N C) MO O 0 m O � `° m m � z �' co 7181, T D cn cn m O m c � � 2 NTi W N� O COOo v O�� W� N� N p p N N N N N W O O N O 'O O O O 00 A A �� 67 0 0 X X X X X X X X X X X X X L � W O O V � 67 � � � � � � O 60 00 � o � o0 60 6o a o� oo a oo N C7 m 0 c r N �'I O N O N N N N N N W m N O O O 00 A A 00 O O O CO Z N O w� Z rn rn U>rn rn m D m rn m D r Z D D � D D� 00 � p m Z � A = mz Cmm�'mm��7 r O � m r ,(� O r r� r r m Z� r p Z p � Z Z � Z Z�� M �I zD m� �mmpmmp� :0 O � � O p O D O m 0 0 O O � = G1 m m p C7 .-. rn ao V. D� N� O � Z � � W W 0Oj X X /�-1 W X X X N X CI1 W W � � ? W A w O W � � V V � p V - z = z m p �D � C n�i rev p r p � N �; m O p p °� D o Oz � � � O m oo m Wz � D = = m0 m�] m � � = c �� m ZZ z z O O G7 � Z OD X N w X X +� X r (n T Ui V v W V � W Ul N N A (P O N O A � W O �l Cn � T T T T1 —� � � r G7 :U � �7 �7 �7 :0 = y � m m y v � � �' 0 0 0 o cn z z N cn cn �, w D m � is T N zz^ O UJ O TI � = G1 m m p C7 .-. rn ao V. D� N� O � Z � � W W 0Oj X X /�-1 W X X X N X CI1 W W � � ? W A w O W � � V V � p V - z = z m p �D � C n�i rev p r p � N �; m O p p °� D o Oz � � � O m oo m Wz � D = = m0 m�] m � � = c �� m ZZ z z O O G7 � Z OD X N w X X +� X r (n T Ui V v W V � W Ul N N A (P O N O A � W O �l Cn � T T T T1 W—lpUi-P�'wN3 G) C)OD<OTOMC m O r m O x c> m �� wmm >z�mm�m<D �Dn�Cmcnzmr DzxC)0rm,>--im nc)m��cDnoc0O m0mDcn20r�� z�noozO�mm o z Om�G)��O(n o 0 D n W O� W Z< rn n O m D O< O O m r m C O m �cnZ�rD��z O u y=�U�rC/>(A� D M r D m O O z v Dr --oo�� m m zDOmzm O�TC)O0 �O cn r U) r O z 0 0 0 00 00 00 0c) OD OD OD 00 OD OD 00 C 00 p m O< Z D m m X D D 0 0 rDcnmrzm�u> 0 0 0 D — C 0 N m m�mm O=(Z* 22 Z m D z 0 G) m Cl) 0�=� ;o mWD`n pm G)CW C� m � O >„y o O D O O � r r z� � cn 0 m w o 0 z C D C ?� C O cn z O z D z 0 IT Ilk � II II II II II II II II II II II II II m r m _ N m O I I I I I I I I I I I I I O I I I �., I I I I I I I I I II I I I I I I I : E::I=l �' G' IM 0 I I I I I I VIII I I I I cm m II II II II II II II II II II II II IIII m I I ca c II II nm CP � O II II z 0 0 0 �� III IM mo / IIII II z III II I o II II II II III III x I Cq 0 o o z O ZIM O VIII 0 cn 0-0 III III I I I C) I I I I I I I I I I m I III I I I O I I I IIII III I II II I I I I I I I I I I I II I c) _� �I r �m W I I I I I EM: cn cn p CD OEM: n m I I I I I mII II II z rn _� I I I I I I I I I I I I I I I I I I I III III I I I I III I I I I ��I - II � C7 r I dD p o II o m Q cnrn I I I I I cn 0 y CD cno I I I I I I I I I I m0 D o m O D III I III z CD N N 1 1 1 1 1 1 I m m � N CID CD (� co � O I I I /m D III III II I III _ O O NW 07 O 1 cn cn z II 11 IIII II II 0 z m� .. CIO N N �m N C) 0 111 - I I I I I I I III I N M p O Z 00 —1 r C) 3 mm 0 D m O No z = m c7 __ D �X rzm co '” G) m0 o Cl) O °p W N � p (.0 00 �I p�� W � N� N � 1 N N� W� v�� j� 0 1N `N N N N W O TO N O � O O O 00 A A W� � O� N X x x x x x x x x x x x x�� W W O V � W � � � �� W W_ C2 o� � o � oo do 00 00 CO oo a oo N C) m C: r N Tl CO N) a) N N N N N N W m � � � � O O 00 ? ? 00 61 61 O W Z N O rn� z rn rn cnrn rn m D m m D r z D D � D D� 00 ;� O m � O cn m m� �����"r'�m z W r p Z � � Z Z � Z Z�� M TI � O m0 �mmOmmoD O O O� O� r 0 0� 0 O m z �m Cl) p p O O � O O Z7 �l z z N O N N G] x r cn cn � w D TI W T N I I z m G] W EM: � m m 0 C) ao D� O w � N � acs, N � p � A N N N N N �p Z o� � � � X m_ X W X X X N X CO Cn W � ? A Ui O W Qp -�m0 - � - � = z = z G) m 0 A � �D NN � � C r o � N �; m O 0 O � O Oz D o W O m oco � m0 Z c m�) D = = cn c c � _ � � � � � zD m G) ;U z OD W N W (n N G] � (n .(.x11 D � o rn `° ^' N W II N II � II I I co II z �1 N � � U1 O G] O N A A CJ7 O (/� (P O Tl W � ll T Tl Tl W—lpUi-P�'wN3 G) C)OD<OTOMC m O r m O x c> m �� wmm >z�mm�m<D �Dn�Cmcnzmr DzxC)0rm,>--im nc)m��cDnoc0O m0mDcn20r�� z�noozO�mm o z Om�G)��O(n o 0 D n W O� W Z< rn n O m D O< O O m r m C O m �cnZ�rD��z O u y=�U�rC/>(A� D M r D m O O z v Dr --oo�� m m zDOmzm O�TC)O0 �O cn r U) r O z 0 0 0 00 00 00 0c) OD OD OD 00 OD OD 00 C 00 p m O< Z D m m X D D 0 0 rDcnmrzm�u> 0 0 0 D — C 0 N m m�mm O=(Z* 22 Z m D z 0 G) m Cl) 0�=� ;o mWD`n pm G)CW C� m � O >„y o O D O O � r r z� � cn 0 m w o 0 z C D C ?� C O cn z O z D z 0 IT Ilk � II II II II II II II II II II II II II m r m _ N m O I I I I I I I I I I I I I O I I I �., I I I I I I I I I II I I I I I I I : E::I=l �' G' IM 0 I I I I I I VIII I I I I cm m II II II II II II II II II II II II IIII m I I ca c II II nm CP � O II II z 0 0 0 �� III IM mo / IIII II z III II I o II II II II III III x I Cq 0 o o z O ZIM O VIII 0 cn 0-0 III III I I I C) I I I I I I I I I I m I III I I I O I I I IIII III I II II I I I I I I I I I I I II I c) _� �I r �m W I I I I I EM: cn cn p CD OEM: n m I I I I I mII II II z rn _� I I I I I I I I I I I I I I I I I I I III III I I I I III I I I I ��I - II � C7 r I dD p o II o m Q cnrn I I I I I cn 0 y CD cno I I I I I I I I I I m0 D o m O D III I III z CD N N 1 1 1 1 1 1 I m m � N CID CD (� co � O I I I /m D III III II I III _ O O NW 07 O 1 cn cn z II 11 IIII II II 0 z m� .. CIO N N �m N C) 0 111 - I I I I I I I III I N M p O Z 00 —1 r C) 3 mm 0 D m O No z = m c7 __ D �X rzm co '” G) m0 o Cl) O °p W N � p (.0 00 �I p�� W � N� N � 1 N N� W� v�� j� 0 1N `N N N N W O TO N O � O O O 00 A A W� � O� N X x x x x x x x x x x x x�� W W O V � W � � � �� W W_ C2 o� � o � oo do 00 00 CO oo a oo N C) m C: r N Tl CO N) a) N N N N N N W m � � � � O O 00 ? ? 00 61 61 O W Z N O rn� z rn rn cnrn rn m D m m D r z D D � D D� 00 ;� O m � O cn m m� �����"r'�m z W r p Z � � Z Z � Z Z�� M TI � O m0 �mmOmmoD O O O� O� r 0 0� 0 O m z �m Cl) p p O O � O O Z7 �l z z N O N N G] x r cn cn � w D TI W T N I I z m G] W EM: � W—lpUi-P�'wN3 G) C)OD<OTOMC m O r m O x c> m �� wmm >z�mm�m<D �Dn�Cmcnzmr DzxC)0rm,>--im nc)m��cDnoc0O m0mDcn20r�� z�noozO�mm o z Om�G)��O(n o 0 D n W O� W Z< rn n O m D O< O O m r m C O m �cnZ�rD��z O u y=�U�rC/>(A� D M r D m O O z v Dr --oo�� m m zDOmzm O�TC)O0 �O cn r U) r O z 0 0 0 00 00 00 0c) OD OD OD 00 OD OD 00 C 00 p m O< Z D m m X D D 0 0 rDcnmrzm�u> 0 0 0 D — C 0 N m m�mm O=(Z* 22 Z m D z 0 G) m Cl) 0�=� ;o mWD`n pm G)CW C� m � O >„y o O D O O � r r z� � cn 0 m w o 0 z C D C ?� C O cn z O z D z 0 IT Ilk � II II II II II II II II II II II II II m r m _ N m O I I I I I I I I I I I I I O I I I �., I I I I I I I I I II I I I I I I I : E::I=l �' G' IM 0 I I I I I I VIII I I I I cm m II II II II II II II II II II II II IIII m I I ca c II II nm CP � O II II z 0 0 0 �� III IM mo / IIII II z III II I o II II II II III III x I Cq 0 o o z O ZIM O VIII 0 cn 0-0 III III I I I C) I I I I I I I I I I m I III I I I O I I I IIII III I II II I I I I I I I I I I I II I c) _� �I r �m W I I I I I EM: cn cn p CD OEM: n m I I I I I mII II II z rn _� I I I I I I I I I I I I I I I I I I I III III I I I I III I I I I ��I - II � C7 r I dD p o II o m Q cnrn I I I I I cn 0 y CD cno I I I I I I I I I I m0 D o m O D III I III z CD N N 1 1 1 1 1 1 I m m � N CID CD (� co � O I I I /m D III III II I III _ O O NW 07 O 1 cn cn z II 11 IIII II II 0 z m� .. CIO N N �m N C) 0 111 - I I I I I I I III I N M p O Z 00 —1 r C) 3 mm 0 D m O No z = m c7 __ D �X rzm co '” G) m0 o Cl) O °p W N � p (.0 00 �I p�� W � N� N � 1 N N� W� v�� j� 0 1N `N N N N W O TO N O � O O O 00 A A W� � O� N X x x x x x x x x x x x x�� W W O V � W � � � �� W W_ C2 o� � o � oo do 00 00 CO oo a oo N C) m C: r N Tl CO N) a) N N N N N N W m � � � � O O 00 ? ? 00 61 61 O W Z N O rn� z rn rn cnrn rn m D m m D r z D D � D D� 00 ;� O m � O cn m m� �����"r'�m z W r p Z � � Z Z � Z Z�� M TI � O m0 �mmOmmoD O O O� O� r 0 0� 0 O m z �m Cl) p p O O � O O Z7 �l z z N O N N G] x r cn cn � w D TI W T N I I z m G] W EM: � m m 0 C) ao D� O w � N � acs, N � p � A N N N N N �p Z o� � � � X m_ X W X X X N X CO Cn W � ? A Ui O W Qp -�m0 - � - � = z = z G) m 0 A � �D NN � � C r o � N �; m O 0 O � O Oz D o W O m oco � m0 Z c m�) D = = cn c c � _ � � � � � zD m G) ;U z OD W N W (n N G] � (n .(.x11 D � o rn `° ^' N W II N II � II I I co II z �1 N � � U1 O G] O N A A CJ7 O (/� (P O Tl W � ll T Tl Tl W—lpUi-P�'wN3 G) C)OD<OTOMC m O r m O x c> m �� wmm >z�mm�m<D �Dn�Cmcnzmr DzxC)0rm,>--im nc)m��cDnoc0O m0mDcn20r�� z�noozO�mm o z Om�G)��O(n o 0 D n W O� W Z< rn n O m D O< O O m r m C O m �cnZ�rD��z O u y=�U�rC/>(A� D M r D m O O z v Dr --oo�� m m zDOmzm O�TC)O0 �O cn r U) r O z 0 0 0 00 00 00 0c) OD OD OD 00 OD OD 00 C 00 p m O< Z D m m X D D 0 0 rDcnmrzm�u> 0 0 0 D — C 0 N m m�mm O=(Z* 22 Z m D z 0 G) m Cl) 0�=� ;o mWD`n pm G)CW C� m � O >„y o O D O O � r r z� � cn 0 m w o 0 z C D C ?� C O cn z O z D z 0 IT Ilk � II II II II II II II II II II II II II m r m _ N m O I I I I I I I I I I I I I O I I I �., I I I I I I I I I II I I I I I I I : E::I=l �' G' IM 0 I I I I I I VIII I I I I cm m II II II II II II II II II II II II IIII m I I ca c II II nm CP � O II II z 0 0 0 �� III IM mo / IIII II z III II I o II II II II III III x I Cq 0 o o z O ZIM O VIII 0 cn 0-0 III III I I I C) I I I I I I I I I I m I III I I I O I I I IIII III I II II I I I I I I I I I I I II I c) _� �I r �m W I I I I I EM: cn cn p CD OEM: n m I I I I I mII II II z rn _� I I I I I I I I I I I I I I I I I I I III III I I I I III I I I I ��I - II � C7 r I dD p o II o m Q cnrn I I I I I cn 0 y CD cno I I I I I I I I I I m0 D o m O D III I III z CD N N 1 1 1 1 1 1 I m m � N CID CD (� co � O I I I /m D III III II I III _ O O NW 07 O 1 cn cn z II 11 IIII II II 0 z m� .. CIO N N �m N C) 0 111 - I I I I I I I III I N M p O Z 00 —1 r C) 3 mm 0 D m O No z = m c7 __ D �X rzm co '” G) m0 o Cl) O °p W N � p (.0 00 �I p�� W � N� N � 1 N N� W� v�� j� 0 1N `N N N N W O TO N O � O O O 00 A A W� � O� N X x x x x x x x x x x x x�� W W O V � W � � � �� W W_ C2 o� � o � oo do 00 00 CO oo a oo N C) m C: r N Tl CO N) a) N N N N N N W m � � � � O O 00 ? ? 00 61 61 O W Z N O rn� z rn rn cnrn rn m D m m D r z D D � D D� 00 ;� O m � O cn m m� �����"r'�m z W r p Z � � Z Z � Z Z�� M TI � O m0 �mmOmmoD O O O� O� r 0 0� 0 O m z �m Cl) p p O O � O O Z7 �l z z N O N N G] x r cn cn � w D TI W T N I I z m G] W EM: � I I I I I O ILIv m I I n vcn rm Dcn m° mo Om co 2 \ � m m D m p ZD N r m Oz D z I I I I = I I I m r fT1 I I I I I I I I I I 1 1 1 Ili l it i l i;Illh ill 1 �I ---------------- ----------------- ---------------- ----------------- ---------------- -------------- -------------- --------------- -------------- -------------- --------------- -------- --- ------------ O II I I I 1' II I� rn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W Ell it O I I I 1 m O p v D O �I I I O D it i 0 I I I W p D 4k IM IT m zM z _=< °cn� cQ m `CD O cQ p G) 0Dv SIM cnCl) D z C) _ Z D 0 N Cr W D m A O z O Z G7 �] r �] O p O D m m II o _ fJ No N ra CO co 02 m D go 0 O w y> O z A G y= r�zo v y v r z Cn TI m m n a= CD O�mM C" �_ < N 0 co O rn z m N w r Q . rn T < � D cn N D o p O c� m cn Cl) `m < m F�IM z Mm T z p O �J p r r G) n o O O _ N C) MO O 0 m O � `° m m � z �' co 7181, T D cn cn m O m c � � 2 NTi W N� O COOo v O�� W� N� N p p N N N N N W O O N O 'O O O O 00 A A �� 67 0 0 X X X X X X X X X X X X X L � W O O V � 67 � � � � � � O 60 00 � o � o0 60 6o a o� oo a oo N C7 m 0 c r N �'I O N O N N N N N N W m N O O O 00 A A 00 O O O CO Z N O w� Z rn rn U>rn rn m D m rn m D r Z D D � D D� 00 � p m Z � A = mz Cmm�'mm��7 r O � m r ,(� O r r� r r m Z� r p Z p � Z Z � Z Z�� M �I zD m� �mmpmmp� :0 O � � O p O D O m 0 0 O O � = G1 m m p C7 .-. rn ao V. D� N� O � Z � � W W 0Oj X X /�-1 W X X X N X CI1 W W � � ? W A w O W � � V V � p V - z = z m p �D � C n�i rev p r p � N �; m O p p °� D o Oz � � � O m oo m Wz � D = = m0 m�] m � � = c �� m ZZ z z O O G7 � Z OD X N w X X +� X r (n T Ui V v W V � W Ul N N A (P O N O A � W O �l Cn � T T T T1 —� � � r G7 :U � �7 �7 �7 :0 = y � m m y v � � �' 0 0 0 o cn z z N cn cn �, w D m � is T N zz^ O UJ O TI � = G1 m m p C7 .-. rn ao V. D� N� O � Z � � W W 0Oj X X /�-1 W X X X N X CI1 W W � � ? W A w O W � � V V � p V - z = z m p �D � C n�i rev p r p � N �; m O p p °� D o Oz � � � O m oo m Wz � D = = m0 m�] m � � = c �� m ZZ z z O O G7 � Z OD X N w X X +� X r (n T Ui V v W V � W Ul N N A (P O N O A � W O �l Cn � T T T T1 nC/) x� ZZ { zm � I zm x� i O I I O IIIA p I II I G II m m po II I m �= I = D -0m c m D� cn r- - - - - - 0\\\-)U [---\\-A , ' --J'- m -- - - - - - - �1 n -A m G 5 m M qM - reg O mjiz A III 000 O _ z � N I I ISI O ccn y 2 D LIV 2 � KO DO zm Z: (n LV 0= cz cnO mm I ao o Dz III Ozo O °� = m O II c p O C M o 000 joo� o Xc 00= ° m ccn o p x r IT x 0 C c, x= m D 0 q6 o0 N C/)? O ou o N m o & M o z — p LMI o z o p W co coo O CP a = v v C-) D D� m 0 = z c p oCo oCo m O r C)m C m m� z -n r- r- x=m C coy m ZZD z G) ;U m � r C/) jD LP W O c D IT Ef G) m m z M O cn m o 0 Z oiD O 6'-8 3/4" 11 14'-9" X D`2z z cQ ?__� o IT 0 o D 3 no n� 6'-5" 4'-8" 9.-11.. � 4'-8 5/16" Cl) on cn ,, w C m w C; Om o ? 0 �0 r3S° ep \4 k r 4 O -4 \ D Cn --io `� o� (1) C/) O N cylO W crn D D ° D O m 2 C/)0 -n --j D D O 16'-3 5/8" D m m SECTION P m 4'-6" M w 2'-6" n� N N 16'-9" 41 CT O _� CJi W o D C °' z II No m v O_ TI Z TIT lJ N ' N ;v 0 O O i W CN)_7 •,a - GDW r� ) ;- O- O W -n mO au pOv N O y v �n c G) z N r cn O n `< o (n o 0 n� DC m o0 Cn z r- Z CD O O y D a T 3'-6° C13 T Z z a V �oZ CO O 2N O p D* T �W O 00 �x °' 9- n �rn vcm0N A r F s m r z N W Cl) A D O Z 00 —I O �� c- O� ��, A M �^ �c / zf l VmJ 6'-8 3/4" 5'-0" 9'-9" X c 4'-5 3/4" O �m I' I Z� H O _� 06 N C7 21'-6" _ CD �um CD OZ j r 0 Mm 6'-5" 5'-0" 9'-T 00 m CD PO y �00� CO Cx U).Cl Z>�y �xX* ��Ro� DOD �0 m O =Zzo0ocn C Fn m0 2 T7 21'-0" 0 N LEGEND 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. TH1 MIN. SIDE SETBACK TEST HOLE 2YYY%� SLOPE OF GROUND 2" PEASTONE OR GEOTEXTILE UTILITY POLE BUILDING COVERAGE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM DCE # 19-014 SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 4 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 615 S. F. 455 GPD USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED DATE BOARD OF HEALTH SYSTEM PROFILEALL STE BE 40,000 S.F. i MAR ED WITHCMAGNETICTTAPEALL OR 150' (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT MIN. SIDE SETBACK ACCESS COVERS TO WITHIN 6" OF FIN. GRADE - CONCRETE COVERS TO WITHIN 3" GRADE REAR SETBACK 2" PEASTONE OR GEOTEXTILE MAX. BUILDING COVERAGE TOP FOUND. EL. 100.0 FILTER FABRIC OVER STONE MAX. BUILDING HEIGHT 98.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM c NOTE: 2" MIN. WALL PRECAST H-10 RISERS TYP.) THICKNESS REQUIRED BLOCKS OR Z� +• : 2'0 4"0SCH40 PVC PRECAST RISERS +• ''' 6" MIN. SUMP PIPES LEVEL 1ST 2' ' COMPONENTS H-10 �4. I_ 12" MIN. INT. DIM. ENDS (TYP) INV'S EL. 92.70 4' SIDES .. tD" 14" .a EE ;oo°°°o "o��D000.. "-....;° '. *95.2' .._..:° °' r.... -:-... ...._qM2 9 0 0 0 o_'o 'Y MIN. 94.85' TEE 1500 GAL H-10 TEE 94.60' ®0�� •. �����--LJ�®� 'o°o°0000 SEPTIC TANK >°o°o°o°o ��00®����®®DOMMI-I�I- 4' LIQ. LEVEL °°o°o°o°o°o° WATERTEST D'BOX o >o°o°o°o° '°OOOOO°O '00000000 o o o o 0 0. o o 0 0 0 0 0 >o00o Q�OQQ®®��®®®��®®�MEACME OR EQUAL GAS BAFFLE ..: o�o�o�o�o_� FOR LEVELNESS N o000000o Op ®®Op �p Op pO ❑p �����®OQ�OQ ,00000000 ::. 92.97' 92.80' >°o°o°o°o . s.: °°o°°°o° oo°°0000 < --[ .:... °0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ob o`, o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o o°o°000 ono„oqo,,00000000000r000000„o„o,00000. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' COMPACTION. (15.221 [2]) (_2.5% SLOPE) MA 12' FOUNDATION - SEPTIC TANK ( 10 % SLOPE) - 16' - (_1_7. SLOPE) D' BOX 12' - LEACHING FACILITY 75.0' BOTTOM TH-2 NO GROUNDWATER FOUND A NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS PROPOSED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. POOL FENCE SHALL HAVE SELF-CLOSING SELF -LATCHING GATES, SIZE AND MATERIALS TO MEET LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. -FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% MAX. BUILDING HEIGHT 35' PROP. BUILDING COVERAGE 7.5% No. 46502 sp TATE LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 93 PARCEL 4-15 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD DATE: 2/14/2019 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 0" 4" 7" 30" 150" 4 A LS 10YR 4/2 E MS 10YR 5/2 B LS 10YR 4/4 C MS 2.5Y 7/4 ELEV. 88' OP, 3" 6" 85.5' 48" 75.5' 132" 4 A LS 10YR 4/2 E MS 10YR 5/2 B LS 10YR 4/4 C MS 2.5Y 7/4 NO GROUNDWATER ENCOUNTERED ELEV. 86' 82' 75' TITLE SITE P�� l �I OF #42 SISTERS CIRCLE YARMOUTHPORT. MA PREPARED FOR ELIE BASSIL DATE: DECEMBER 8, 2020 REV.: JANUARY 8, 2021 (POOLHOUSE) Scale:1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com down CiVe enghNefi7g, int. civil engineers land surveyors J939 Main Street ( Rte 6A) DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 19-014 Rt Bq o� o a v Dennis o 0 Pond c ` °moo Z� Oakmont Dr Locus , xit 7 Yarmouth j 4'°ufe 6 Campground o Q � LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 93 PARCEL 4-15 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD DATE: 2/14/2019 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 0" 4" 7" 30" 150" 4 A LS 10YR 4/2 E MS 10YR 5/2 B LS 10YR 4/4 C MS 2.5Y 7/4 ELEV. 88' OP, 3" 6" 85.5' 48" 75.5' 132" 4 A LS 10YR 4/2 E MS 10YR 5/2 B LS 10YR 4/4 C MS 2.5Y 7/4 NO GROUNDWATER ENCOUNTERED ELEV. 86' 82' 75' TITLE SITE P�� l �I OF #42 SISTERS CIRCLE YARMOUTHPORT. MA PREPARED FOR ELIE BASSIL DATE: DECEMBER 8, 2020 REV.: JANUARY 8, 2021 (POOLHOUSE) Scale:1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com down CiVe enghNefi7g, int. civil engineers land surveyors J939 Main Street ( Rte 6A) DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 19-014