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HomeMy WebLinkAbout23-A012 41 Center Street ApprovedFRK 3�`Yc TOWN OF YARMOUTH �'>IEttFSi�tv.s 0 1146 ROUTE 28r SOUTH YARMOUTH, MA 02664-4451 " :L :58 RE ��11 Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 EEC'� VFRI� , G'S HIGHWAY HISTORIC DISTRICT COMMITTEE FEB U 12023 ! APPLICATION FOR ,tinivlvu; r CERTIFICATE OF APPROPRIATENESS Aptaffaris Hereby=trade 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 Apply: Indicate type of Building: Commercial Residential 1) Exterior Building Construction Shed Solar Panels 2) Exterior Painting: Siding 3) Signs/Billboards: New Sign New Building Addition Alterations Reroof Garage Other: Shutters Doors _Trim Other: Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly - Address ( Address of proposed work: .--� _ =- "t\ V�X�# c.� Map/Lot # I�� 3 t) Owner(s): Rn'rbon'CA \Aato 1o'(\- Phone #:_ � -3c, "�� 6 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: �a`O, y-�W1c Year built: Email: 4::�t")`(\ � Cfi(r,C)u\ _ CC)Y'referred notification method: Phone Email Agent/contractor: Phone #--�-� aks Mailing Address: qa Email: ,`()CS:J�:Jg %041 '-A-W\\"P ` 1�.�(1p Preferred notification method: Phone Email Description of Proposed Work: v` `F sooPC, U,Y-\& 94 SiCkArV• voax-'A,5FS' >. L77 Signed (Owner or agent): Dale: t3 ➢ 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. Rcvd Date: i ,;t-3 Amount ��• CashICK #: r� S Rcvd by: 45 Days: Date Signed: Approved Reason for Denial: Approved with Modifications Denied �� Ya TOWN OF YARMOUTH „ OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at L41 CPv1+e•r- 5*i w+- , MaplLot I 'W ) S O CIA # 93 'kb I Approval Date: a 2 certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hgaring. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop -work order or delaying issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date: Signed: AP71ZOZ3 6VIE-11 erlContractorlAgent) MSigned: &I hairman, Id Kings Highway Committee) HAOKH COMMITTEDApplicatian Farms45talement of Understanding 2015.docx Updated 1212015 GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Colon GUTTERS: Material/Color: ROOF: Material. `'2�' Pitch (7112 min) Height to Ridge: SIDING: Material/Style: Front: Sides/Rear: Color: Front: Sides/Rear: TRIM: All windows & doors to be trimmed with: 1x 4 1x5 (Circle one.) Material: Color: DOORS: Qty: Material: Style/Size (if not listed/shown on elevations): STORM DOORS: Qty: Material: GARAGE DOORS: Qty: MatT WINDOWS: Q Iside:: Front: Left: Manufacturer/Series: Grilles (Required): Pattern (616, 211, etc.) Snap -In: Between Glass: STORM WINDOWS: Qty: Mater SHUTTERS: Mat'I: Color: Color: Style: Color: Color: COLOR CHIPS RECEIVED FEB 0 1 2023 YAKIVIOU i r3 OLD KING'S HIGHWAY "PROVED MAR 2 7 2023 SKYLIGHTS: Qty: Fixed Vented Size Color: YARMOU H OLD KING'S HIGHWAY DECK: Size: Decking Mat'I: Color: Railing Mat'I: Style: Color: WALLSIFENCES* (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 METERSIHVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Location(s): LIGHT POSTS: Qty: _ Location(s): Additional information: _ Right: Rear: Color: Material: _ Grille Tvve: True Divided Lite: Permanently Applied: Exterior Interior Color: Style: Paneled Louvered Color: Material: Color: Color: 2-General �� APPLICATION #: 23 A0 Z TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name: 0 0 p Property Address/Location: Ht� Hearing Date: 2 r �3 Notices must be sent to the Applicant and abutters (inc►using owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant Tease Provide 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. lnstructrons for obtaining the abutters Map and Lot numbers can be found on the Oid King's Highway Department page on the Town website www.yarmouth.ma.us Map Number Lot Number Applicant Information: 1 1130 Abutter Information: RECEIVED FEB 0 12023 YAh vkUU l s-, APPROVES LIAR 21 2023 > ARMoU.I;h ( �S� Application 4:3,P��►.2 8.2018 1321 1301 1 1 HANNON JOHN T TRS Please use this signature to certifythis list of properties HANNON BARBARA L TRS 41 CENTER ST directly abutting and across the street from the parcel located at: YARMOUTH PORT, MA 02675 41 Center St., Yarmouth Port, MA 02675 1321 1291 1 Assessors Map 132, Lot 130 1 BOSKEY HILLARD M BOSKEY MARGARET M 39 CENTER ST Andy Machado, Director of Assessing YARMOUTH PORT, MA 02675 February 8, 2023 1321 1311 1 1 LEONARD CHRISTOPHER BIVOL LIUBA 47 CENTER ST YARMOUTH PORT, MA 02675 1321 1361 1 1 DUNN PETER J DUNN KRISTEN L RECEIVED 92 WINTER ST YARMOUTH PORT, MA 02675-1246 FEB 0 S 2023 1321 1281 1 1 YHnSivluu I r- MACHNIK JAMES OLD KIIVG'HIGHWAY MACHNIK TERESA J 177 UNCLE BARNEYS RD WEST DENNIS, MA 02670 1321 1231 1 1 FAGAN STEVEN F FAGAN JOANNE M 42 CENTER ST YARMOUTH PORT, MA 02675 APPROVED MAR 2 7 2023 YAHMOUTF. 3�vAJ5 o?� -J�0} �;- Mj& ` M Ln M ri M rn cn �1 M m .y m �too Ln cn m Pp r� Arm M T W. A rM M Ch -4 t '� ,4jNp 00 M N — m Ul eN fN m rl •-1 r-1 r V fim—i LU r.i ao p� �m ;iPik IN N a G q g. E �S a vpR } r � �~ ` N r. E 7�fj FS a ., 3��w + Sh m kip O q ci n m �cR� li EDI-IVIED FEB 01 2 223 YAmtvll_ u 1 i APPRNED MAR 2 7 2023 _ YARMOUTH VAhSSLING VV coxsvi,Nc Scott E. Wyssling, PE Coleman D. Larsen, SE, PE Gregory T. Elvestad, PE November 30, 2022 Skyline Solar 4 Crossroads Drive, Suite 116 Hamilton, NJ 08691 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swysslir)g@wysslingconsulting.com Re: Engineering Services Hannon Residence 41 Center Street, Yarmouth, MA 6.715 kW System To Whom It May Concern: RECEIVED FEB 0 1 2C23 YAh1Vh'.Aj i OLD KING'S HIGHWAY We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: MP1: 2x10 Rafters @ 16" olc. Roof Material: Composite Asphalt Shingles Roof Slope: 40 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 PSF MP2 + MP3 + MP4: 2x4 Rafters @ 26" o/c. • Live Load = 20 psf (reducible) — 0 psf at locations of solar panels • Ground Snow Load = 30 psf • Wind Load based on ASCE 7-10 o Ultimate Wind Speed = 141 mph (based on Risk Category II) o Exposure Category B APPROVED MAR 2 7 2023 YARMUtJTh Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 International Residential Code, including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and 110% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Unirac installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a 5/16" lag screw is 235 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 21/2", the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using one 5/16" diameter lag screw with a minimum of 21/7" embedment will be adequate and will include a sufficient factor of safety. 3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 48" on center. 4. Panel supports connections shall be staggered to distribute load to adjacent framing members. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2015 IRC, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V t`y� rs, Scott E. 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W N� Q E110- EMSE m �!X On Ov�A? m O VCi z r nv O - m- n On �N q y A m p z z ° o 0 o A x r m N q N P z zm j W m a1 9 r A C z m C V z 9 z O O r X m N� k I \r + m• _ _ p ❑ LJ r _ _ P • oz z nz z C zcn m mm o �© m n 0 cn O O 9 NC] APPO-Ovi MAR 2 7 2023 ,. _ .1fARMUUTH 3 .,&1) ROOF DESCRIPTION ARRAY AREA & ROOF AREA CALC'S RAFTER SIZE RAFTER SPACING ROOF MATERIAL ROOF # OF MODULES ARRAY AREA (Sq. Ft.) #1 10 210.23 2" x 10" 16" a.c. COMP SHINGLE 42 7 147.16 2" x 10" 16" o.c. COMP SHINGLE (TOTAL ARRAY AREA/TOTAL ROOF AREA) X 100°/° = (357.39/1106) X 100% = 32.32% NER 4ECT CONNECT :CT )F -2-US (240V) 11-3951MR - - 168" MILL ECR WED MAR 2 0 20D YHriIVIVUIt' .. MP1 (10) MODULES JUNCTION BOX 11) MAR 2 i 2023 01 n "MtoUTh i NON -FUSED AC DISCONNECT - 0 CONDUIT - (-32')TRENCH ENPHASE IQ COMBINER 414C 1 c FUSED AC DISCONNECT UTILIT - MP2 (7) MODULES C z --y 1 l� 3132"= V-0" fos H� a Qow$w�•.�sw rc i i�gi `d WUu o U _ o 1 ✓'I RECEIVE® N FEB 0 12023 Q►PPRC VED r �,r-riv�vu i r, OLD KING'S HIGHWAY MAR 2 7 2023 YARMOUTH OLD KING'S HIGHWAY W J ❑ W zo❑ I.: �Ny Q V O Q + 0LW Z w �`'� �a 000 LLI a �t % ///� ❑ � aac� N � W Z ce) X � w ❑ od iv Z LL W z W U)LLLLLL LL 000 000 WI d ZOO �\ o zm8 �• � rn�0 a¢C? W - W 0 } 0 ❑ o r O) + P: (n NZawZ r aQ \ /1 WC%1 LLLLLL Ldc- L 000000 c 12000 m 96S4-L9£ �80S) 'ON 3NOHd s � J W � � � � W WOO"'IIVWJin]Ik13�J.3SNOOS�dIlIdW3 VSfI 'SL9Z0 'lbOd '1S ru Cox z� a � HW H1flOWa'dA 2i31N30 L4 r = � � N Q r � 30N301S3b NONNHH 1 NHOf � cc Q s nn f w z y> w w v is' a w �rc � 00 a x Giw g R 9690-19£ (906)'ON 3N0Hd w Q U w o IN00-IIVV40@ PJ3313SN00S :dl -IIVW3 U¢ m r C, L9 g a o - z w vsn 'SL9Z0 VIN `IHOd H1novyHv . '1S N31N30 L4 � r= tr L) c) x s a r z w a. a 3 30N3alS3m fLU6 Z W T g NONNVH 1 NHOf J ECEIVED FEB 01 2023 T c a i-MNNC06iG a 1 nuas VO ZINl dyy a 3UVfY]B VWZ w O t3 0Z) O pp 4 O O I 2 2 cr w? 3 7 a d p Of w O 2 LLJ U_ In C J 2 0 Fa -a J Z ~ LL°r U 0 0y 3 a a O OJ y O ccw a wpo0 U J w 7d' W LWLJ O Y S w "w U w > LL w w 'o a N m In U a z z Z z z z ;� w APPROVED MAR 2 7 2023 YARMOUTH ni n vial.-,- . .—, 93-I-h0l- ? -xN 9690-L9E (909) 'ON 3NOHd 03'IVJ@a3313SNOOS:I IV3 Vsn VW 'laOd H1nOWwis a31N33 !V 3ON3OIS3a NONNVH 1 NHOf w W z N r Q='9L9Z0 ZN= t!L0 w Lo w w wF umj LizFW a �In �EEIVED �� U4 _� NOW 4S rw 2ZZ Vj ~QP m n �, =(2v�7ui }2 W" Wi C7 ON FEB 01 2023 40.02.02 TH YAivlUUo - h nmw �m3 WLU6 OLD K1NG'S I !!�'aHW Y wgac� P=v JWNW OW2K 2OIL .Lo w ~ LL WZ J2 6. ma w4� v�iw� 5w WO�o waN =xz =W2W OCW rW 3: M0 r, 4dR' 0 APPROVED >N 4 r ' V �rN trm MAR 2 7 2023 v 000 YARMOUTH " o QOw2 RWa OLD KING'S HfGHWAY w ww w eta ¢�_ J �jp 0 zap 10 ¢wm w o O ❑ ZO ZyK QmoF Zm < J� L7 ..m UjF b ZU� am0 < WWS. 0` 0 b ia W —Z b o 1 F 5UIKV V J Z✓lZ Z Jo p O Q e6 W.. 06_ QJ WVaK n zo Zen 7 2 O orm- ` 00w- wdLL-w4 ua0Nzw;0m g 07 O4UO UaK�Z'u w 0 • z w w KW.4z W ao •U U/NiW cu�0 Ww�= wa 0 UUw jrw o W0m � mOw 5ca 5waa m 5_a Fol El Fol Fa—)] CL • < z > V w w • • O a wo vy o }m ❑ dZ UW �� - eo aw0. z z a = 0Z C,JD g� iL oa + w zu W �z �2 LLz C� for w au am �O z' WN $ � og _ zz Wo m VJ x- n OV 04 NO Nm wm }0. z� z • � o aw Zw ci m^wJ O W z� fA U �� � a3u�.Row cOi" U • • • • • we > o� o wa u mW 0 rr w a Zu z O_ Vi z rc a ° Fw S 9mo0m ~ 10 2 Z2 � �IV W'�� zzw z 8w� _ o www USZ RNi _ o _ • • 2 z o m a �z W o - rc w wz 0 J oz u -w z O w0 g a000zo][= Q JO Or ���`�D� r }rz dj O ¢,o a jw O zw • 00 ju • -w o 0 �j0 W a w 0 U U �pp e� zuQo `� o� -• w r ad ailm 6M1 N ao VlR40. =R ).�§ ■{��§ §2;\ �§ §£ u� ■gZ@(oe# aN�od \ w«,*#k332aoS27VV43 an §� 2nA' o k�wi&'�� � ��QS�3 .ka� NAHIm7 222 ; w z Lu wo _ [ w x IKC Ir 2 $ § ����|VE� APPROVED FEB Q1202] MAR27�� £x&;UUin O� KINGS HIGHWAY /\G O� �&\\&AY e co e . e . . @ e • . kd . ■ !° ui ® \§ _ - (/ LLJ o . k §\ e ® LU ' 8cl (§ ® ®Er - k�\ fin§; e q^�� �dw L13 u qk)( Ge |a b�. � � �� s x o r. z`� y :YID w W Z- _Yi `1ST O RE f K U) s 9690-L96 (009) 'ON 3NOHd o w1--O - W oWOO'IIdWEJDlZR3313SNOOS :QI IIVW3 uJ Q �- m OD @ C g e o '9L9Z0 tlW INOd Hl OWatlA'1S 2l31N30 IV k' _ LL = Q= W a. N a 30N3015321 �w y r N o NONNVH 1 NHOf vaj APPROVED MAR 2 7 YARNIQU V j• � s m LU U 4 a m `m E m � • a C = � m` C 4 - (, , 3 �18a - „ m Omsp - 0 4Uw aM �0 Z2� Fyn tyil N tt wn 2_ �SJ a f O H N PROVE JAR 2 i 2023 YAW,kPUTH, Ld N a a z UJ 0) AIV U) Z 0 9690-L9£ (909) -ON 3NOHd w Z Q a W00'11VVYS@4UB313SNO3S :01 lIVW3 m W a N mCD vsn ;V5X Z> '9Z9Z0 tlW 'IN Od H1nOW21bA '1S N31N30 [IF w_ Z)5 y Q r W EL 3 30N30163U o N W N NONNHH 1 NHOf a ' n r� h •- ° a z � ? 5 r s ^ $ B�• o� 3 L�$ Y g g REc�iV E® FEB 0 12023 023 frrlivio SIT" ..._, ffi ? 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U i a _ LU )[ X V 9690L9£ (805)'ON 3NOHd w Z0 W cc _ 9 S Vi00'-11VVE)Pa3313SN00S :01 1IV3 aW P in W°o W ,Nvsn aQ z 6 o o mNrrX WZ EL 2>23=o En o30N3tlISM w W a_ S a NONNVH 1 NHOf co RECEIVED ... ; FEB 01 2023 W C d ; sz- r llhiwilf l a - - - _ _ I OLD KINGS HIGHWAY A.�PPROVF -' d �I MAR 2 7 2023 Z k YARMUvch Juu Z o ° OLD KING'S HIGHWAY ME O Z O d du. C j E -' O ' r� Ff7 L �YF fG w C CL a w L UCi 0.0 Q W " CL p n _ soaj cm o5 s-0 z 0 aC V Y aa 2 •� C O U LL c 1 o u 6 vc: m W E 3 C �F-W W V > L m W z l7 �> a/ OV a � >4J� N N C6 W a) C .3 ii U, O s W W W no ¢.acy� d mina o w a c y c c 67�LA =LA n L 'Oy n /;' Qx ZQ o c `ny o c Z on E� a EG w R Z 0- i •n� W t� 3 V .',• x07 of ` W x LL w Z y I c Ezra zr o Z pg� CL 00`"WJ z Q ao 5 afl �ar+foarsi �a W O C O 4 W a Ln A Co LA ' _ W O p .0 j Ln w i u a � LLO T > a a� i Z fa .0 >_ W SS C' d v v Z W c �'�v m� x Q ��+z i V E E 7 0 ,r `' V, Z a : I, - -j i � atv �� at7 Q oz CL z o �u ` �r u y �f aj LA :5 l7 L Y '� as d �}v W 0: d" Zv w /j/ dQ>yW .■ o > o oar >JWaca H N o E E rn c 'o x o . ■ ■ ' J +� O C d -L7 v 'O " ' • / .` a Z ttn LWn i ' E �73LU a"Q:: ai 700 o o - a ELA LF v� �2 `o strikQ00C Iit.:O- u cQs m a z 9690-19E(909)'ON 3NOHd s W Z- w w 8 a s m n o c WO3'I1VVY9@ 2i3313SNO0S :4111tlW3 W Q y m r in}w ? uWdi w o = vsn r w aLL zX H a Q '919Z0 VW ` 80d H1f10W21VA'1S 83iN30 P a U m Qui z =d _ ; 30N301S3�! W W w NONNVH 1 NHOf N PF APPR 'rIV _ °'- Er 5 120 l'juWAY r OLD KING'S HIGH 1'1=E _LLD 7 2023 \ 2ess - - \ ! Y% S HI HWA $b RBv 3 p 'y E mars= x rg _ gg s ■r 1 /\ \ IdE� e j W )I �3, P[0,\)— i s 9690-L9E (909) 'ON 3NOHd w Z° w F 4 WOO'llllWJ@7LM33135NOOS OI lldW3 1 3 d i �Q w mr N Ng06�yh g `en raV w�X Z z�+� ^_� h W a ' o z `SL9LO tlW`1MOd H1f101NMdA'1S M31N304V _ aLL = Q� d 30N301S3M�W0. w r NONWH 1 NHOf m 3- =. ,ed: a= - it x cl �GF E� W _� e d.H33 Es~sy :6 FEB 01 2923 y ' gg �g r E = s � E C APPROVED rHnwivu�r. `Pj 3 ig I 3g MAR 2 7.2023 OLD KINGS HIGHWAY: 3t4 _ YARMUUTH OLD KING'S HIGHWAY aE z� gg y jpas. Agog was . W ; Y ; d I C 4 yy ppyy � SY d � 7 O G7 xi o: U 2 C] : cm x ; o i x m Z' S v �f� i� 2 0) 9690-198(909) 'ON 3NOHd a z � o Z— oc VYOOIIVAE)@6a3313SNOOS:Cll 1JVW3 vsn t-u z z 9L9Z0 VW`ItlOd Hinovymv),,-Ls1J3-LN30 LV a. 30NMIS98 w LU NONNVH I NHor a- cn F 'VED F 0 oz C7 i� 5 3 1 2 j1, 1 IVED 92i EB 0 1 20Z3 OLE) KINGS HIGHWAY qu ZU-i'l fig. MAR 2 7 2 �A-RMOUTH I� ®god Wm� x y q z a Z a e 0 9690-L9E (909) 'ON 3NOHd w Z 0 cc " o a WOO' IIt/WJ@@L2J3313SNOOS=01lltliN3 ~ r m '9L9Z0b'W'iHOd Hinov4 fvh'1S J31N3O 67 _ ��= LL' Qr 'rw' Q. l " 3 3ON301S38 y W 0. r w NONNVH 1 NHOf �p RECEIVED FEB o 12023 APPROVED r Hrliu+vim � � I�AR 2 7 2023 OLD KING'S HIGHWAY OLD KING'S HIGHWAY CV � 0 T (n o 0 m O o t w N O ja v m E E E E E LL a O E mvw,�n FF U w gem }ay 7 a } EY p p� �058 S 8 8 S E E En 0 a 02 c — y M n r n i w m q wo, J �O w 10 ^ v • b Aw �+v n RRR3i A R RARRRSi ! �w ^ cp =� w .tl vea E. i[�)/ SC N Q �- J Ct y C G F a L v m m O O C O m C v 6 O� c� [L ck w o co _E O Iv g d ca a N rn o V �, m p_N- U rs C p _aB a n F E v O ,U u N .m LL N G Cagic m p — Q c c LL- a U 3 aE ¢ tl n 8m n .� E £�£, � r _ y E E w .. ed w n w g 0 -� 4` l i q E0 �e a �4 a i- r a V J O E E E � o in u p 8 ka3w, didda3s3s33 ry T¢ cpi w¢ G U cq EE a n Q LLJy a N W T AN I D I A - or, Tx rl t'Z IN MoRmsoml cw. do Ilia, hllilll��" '.'goal I