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HomeMy WebLinkAbout0213 OCEAN STREET (20) 3 O c.e6lx-,-, S-k �t�Q�bo�-v i ecv ,. Town of Barnstable Build.n �� pp Post:This=Card So.That it.is,Vis�ble From the Street Approved Plans Mustbe Retame don Job andthl Card Must be Kept M" Posted Unt�IFinal lnspecti n HasBeen Made x � � . Where aCertlficateof50ccapaney is Required,-such Building shall Not be Occupied until a Final Inspectionhas been�made Permit jjll 1 - .a.& "�c, ;,- ., .3,2�E. . ,,�;::.... :...:.... '. i..,;xr ,£a z ..,.. „.t.; , :..,.r,,. ..sue,.:., ,..,; •, r, ....,,T3..,. Permit No. B-20-206 Applicant Name: MICHAEL S MEAGHER,JR Approvals Date Issued: 02/14/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 08/14/2020 Foundation: Location: 213 OCEAN STREET, HYANNIS Map/Lot: 326-035 OEH Zoning District: HD Sheathing: Owner on Record: HARBORVIEW HOTEL INVESTORS LLC Contractor Name MEAGHER CONSTRUCTION INC. Framing: 1 Contractor L 2 ucense`.rt162938 Address: 28 JACOME WAY MIDDLETOWN, RI 02842 Est Project Cost: $ 120,000.00 Chimney: E Description: Construction of new roof structures over stairs at 3 locations.Two Permit Fee: $ 1,192.00 being new roofs in place of existing glass structure In the.court yard x Insulation: and 1 replaceing existing awning over stirs ithe west parking lot Fee Paitl $ 1,192.00 n 2/14/2020 Final: Project Review Req: £ �. �AXA, Plumbing/Gas s Rough Plumbing: " � ._ - •. . Building Official 10 AU _4Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized,by:this permit is commenced within six months after;issuance. All work authorized by this permit shall conform to the approved application and.the approved construction documents4,orinfiich this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonengby laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: . a work until the completion of the same. � r r Electrical The Certificate of Occupancy will not be issued until all applicable signatures by',the Budd rig and`;,Fe Officals ar providdon this,permit. Minimum of Five Call Inspections Required for All Construction Work ' Service: 1.Foundation or Footing s � Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �. p/ Application Number..... .................. N '41V 9 T Permit Fee........1/. .................Other Fee................... low - ---- F Total Fee Paid..................................................., .............. .:.... 8T4 f r TOWN-OF BARNSTABifE Permit Approval by... On � a ................. BUILDING.PERMIT w 1 . lvlsi,..... ....... ........................parcel.... ......�.�.r!.. APPLICATION ' "Section 1 — Owner's Information and Project Location Pro'Jeet Address 1 - _ �Ce�1 )I� Village Owners Name Owners Legal Address State F 7fi911 Zip 0 Z'SN r�'• S J Owners Cell# E-mail Section 2—Use of Structure Use,Group �' Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet i ❑ Single/Two Family Dwelling { Section 3—Type of Permit - i L New Construction ❑ Move/Relocate- ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ElFinish Basement ElFamily/Amnesty ❑ Fire Alarm -Rebuild"- - _. _ �'�❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar: Renovation ❑ Pool ❑. Insulation Other—Specify G; Section 4 - Work-Description ; Q E� i i ac+,...aereA• i I n cnnl 0 Application Number......................:..........................:::... Section.5 Detail l Cost of Proposed Construction Square Footage of Project Age of Structure '�b u.earS - Dig Safe Number # Of Bedrooms Existing TotalM#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA.Checklist ❑ WFCM Checklist ❑ Design Section 6-Project Specifics ❑ Wiring - ❑ Oil Tank Storage _ - - j Smoke Detectors j - - ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System . Masonry Chimnie Y l Add/relocate bedroo m Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal _ - ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: N I am using a crane ❑ Yes 1,*EkNo Section 7 Flood Zone g a Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes 9 No ❑ r ' Section 8'—Zoning Information ON Q,,/ Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage - - #of Dwelling Units(on site) Setbacks Front Yard Required - Proposed , Rear Yard Required Proposed Side Yard Required - Proposed - Has this property had relief from.the Zoning Board in the past? ❑ Yes ❑ No Last updated 11/15/2018 j soon ULi�UIJ BROWN LINDQUIST FENUCCIO & RABER ARC HI IECTS. INC. SCANNED FEB 2 12020 Hyannis Harbor Hotel Legend 4 asmore Feature —fr=`' --�•1�"' 1,2 Hyannis Harbor .y r.z'.#.e *- s r Hyannis Harbor Hotel 1 k _ ,.-y`, � • Fly-Lne Ferry Docks,Hyannis •r7 r ""°4 _ .. :.. MONOMOY NATIONAL WILDLIFE REFUGE THRIFTY CAR RENTAL • ;\', �� HYANNIS HARBOR HOTEL 12.2.2019 AERIAL VIEW WITH PROPOSED WORK AREAS INDICATED L ' DDOnD T��nLu� BROWN LI.N.000IST FEN0,CC10 & RABE,R ARCHITECTS, INC. .r gam, lie roj f �k Yr � , 11 { HYANNIS HARBOR HOTEL 12.2.2019 EXISTING WEST PARKING LOT STAIR QOO� ' j1j,BRO'WN LIRDQUI:ST FENU-CCIQ RAB-ER:: ARCHITEcm .iNC. t .x+a Ys a HYANNIS HARBOR HOTEL 12.2.2019 t Y EXISTING SOUTH COURTYARD STAIR FROM OCEAN STREET f o B.R;OWN :LINDQVIST FE`NU'CC10 & RABER ARCHITECTS, INC. mommu- s �r � a 1 ;_sue r HYANNIS HARBOR HOTEL 1�.2.2Q19 �' � ��..�� EXISTING SOUTH COURTYARD STAfR .� }r .�`�'"�- - �` FROM WITHIN COURTYARD DODD' BROWN LINDQU.IST FENUCCIO & RARER ARCHITECTS, INC. i x.e: .. s el a w � • s� ' HYANNIS HARBOR HOTEL 12.2.2019 MUNROTo EXISTING NORTH COURTYARD STAIR FROM OCEAN STREET �aoaa BROWN LIN09UIST FENUCCIO & RABER ARCHITECTS, INC. , Fit 1 , tual 1E y�y XNI ' i 4 ' 1 HYANNIS HARBOR HOTEL 12.2.2019 EXISTING NORTH COURTYARD STAIR FROM WITHIN COURTYARD ' o000 B;R_OWN LLNDQUIST FENU`CCIO & RABfR ARCHITECTS, INC. lit j . a � HYANNIS HARBOR HOTEL 12.2.2019 EXISTING HOTEL LOBBY STRUCTURE FROM MAIN STREET,SHOWING PROPOSED HARDI SHINGLE SIDING COLOR C Hal O �� F 3 HardieShingle® Siding Product Description i?a ' HardieShingle®siding is fiber-cement shingle siding for sidewall applications. HardieShingle siding is available LLas straight-edge panels or staggered-edge panels 48 in. long by 16 in high. HardieShingle panels also come as decorative half-round shingles. For smaller coverage areas, individual shingles are also available in 4.2 in, 5.5 in, a 6.75 in, 7.25 in&10 in widths. Please see your James Hardie dealer for local availability of these products. e s HardieShingle siding is available as a prefinished James Hardie product with ColorPlus®Technology.The ColorPlus —¢ coating is a factory applied, oven-baked finish available on a variety of James Hardie siding and trim products. See your local dealer for details and availability of products, colors and accessories. �m 3 < { { F n•, 6 ♦ � .. rr R! 5{N�:. { a .g d dt r!r 4� � to to �� � � `` �t�• .__—Si-: fd ` ., �C! fi _ tom. ..�• � � I it 1 11.2 7:11 !l {{ a 3 J Half-Round Staggered Edge Panel too c , d m M r m " vi. U CL E Straight Edge Panel Individual Shingles � dq MA M �p dN x> CL Zz f" vm I _ YWO W 96 o ° c7�€ • • � � • � � � � � � � (�P1�11 it 4,11 c� For HardieShingle®panels start at one When installing panels Water resistive barrier over minimum 7/16 in.OSB ' end and work across the wall. rated sheathing,drive �1 . nails no more than 133/4 Sheathed wall i ' 1. Measure and trim the first panel in a art. 1 c to make sure the end of the panel Snapped chalk i iil��rb 6 e falls over framing. lines help guide L installation,use a " ¢ 2. Using the chalk line as a guide along straight edge on i i bottom of Straight the panel top edge. For straight Edge panels if E edge panels align bottom panel uniform straight t• E edge is desired '3 2 edges to maintain a uniform straight l ' if Br line carefully position the panels and secure with suitable fasteners and spacing for your particular H= application as noted in the ESRLL 1844&2290 Report. m tagger pfnelsso 3.Align the bottom edges of the i so that keyways 3 m do not align on P trim and the siding for the best successive courses Cc _� appearance.Where the panel Drive nails into framing begins at a corner board or at door wherever possible: or window casings,cut the upper 3 Keep-nails at least /a in in cc_ portion of the panel back even with ;from the mingle edges. m the edge of the keyway. ` Starter course covers keyways y 4.Where the siding meets the ^��won first shingle course. Ea HardieTrim®board, leave a 1/8 In. . Starter strip_starts shingles at the proper angle: = gap between the siding and trim. Install HardieShingle panels with joints in moderate contact. t apped chalk lines Y� 1.3 e the installation. FL 5. Measure and cut the first panel for the second course of HardieShingle panel so that it lands on the stud before the panel on 0� = Align bottom a the first course. Use the cut end to abut the trim. of the panel with bottom of 6.Start the third course with the end of the panel landing on the stud before the trim. aft@$ the second course.Save the cut pieces to use on the other end of the 6 in _ wall. ' a 7. Continue alternating these three lengths up the wall to establish _E proper positioning of the shingle keyways. When installing HardieShingle Staggered Edge panel, measure up 6 TIP A straight edge panel can be used on the in.from the top of the installed panel and make a mark. Make another bottom course if desired c� mark at an equal height on the opposite end of the wall and snap a chalk line between the marks.Align the top of the next course of panel with the chalk line to maintain proper exposures. a Keep the bottom of the siding even with the bottom of the trim. If desired,the trim may extend below the bottom of °C the siding, but the siding should not hang below the trim. Make sure that clearances above the ground, roof lines and W hard surfaces are in accordance with the General Requirements on pages 13-26. 98 i Town of Barnstable Hyannis Main Street Waterfront Historic District Commission Application Certificate of Appropriateness i Application is hereby made for the issuance of a Certificate of Appropriateness under M.G.L Chapter 40C,the Historic Districts Act for proposed work as described below and on plans,drawings or photographs accompanying this application for. Assessor's Map No. 326 Parcel No. 035/00A Address of Proposed Work 213 Ocean Sheet,Hyannis,V1A Applicant Name Tom Swenson,Brown UncIgUst Fenuccio&Raver architects Applicant Mailing Address 203 Willow St,suite A Town/State/Zipvarmouthport,MA 02675 Applicant Phone Number (508)362 8382 Applicant E-Mail tom@capeorchffects.com Property owner Name Horborview Hotel Investors LC 28 Jocome w4j' Mlddown let 1 0 2 Owner Mailing Address Town/StateTown/State/Zip .R 28i4 . Owner Phone (401)845 0900 Agent or Contractor Name Contractor Meagher Construction,Inc. Agent or Contractor Address_ 772 Main St, Town/State/Zp _ Osterville,MA 02655 Agent or Contractor Phone _ (508)428 0458 Agent or Contractor E-Mail t!m@meaghefinc.com PROPOSED WORK Please check all categories that apply: Building Type: 0 Commercial, ❑ Residential ❑Accessory ❑ Other Work Proposed: 1. Building Construction: ❑ New Building ❑Addition Q Alteration 3 2. Exterior Alteration: ❑ Windows ❑ Doors x❑ Siding Roof ❑ Other 3. Exterior Painting: ❑ 4. Signs: ❑ New sign ❑ Alteration to existing sign 5. Accessory Improvement: ❑ Fence ❑ Parking Lot ❑ Outdoor O'mingt Awning/Canopy 6. Other. Parking Lot Stair Roof Structure, an 2 Courtyard Stair Roof Structures STABLf N`rAN�!'S af:q^;`'v4TERFR P Page 1 of 3 HiSTORiC DISThIC T CChihtISSIOPt I- - Hyannis Main Street Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET Please complete this sheet only N new building construction or alterations to an existing building are proposed. Fill out all sections that are applicable to your project Include materials,specifications,dimensions andlor colors to be used. FOUNDATION Concrete , Existing Concrete;Foundation to Remain pre painted to match SIDING TYPE HardiShingle Siding to match existing COLOR existq -navajo beige CHIMNEY TYPE n/a COLOR to match existg at ROOF MATERIAL Arch. Grade Asphalt COLOR hotelkroom wings ROOF PITCH 8" in 12" at court yard and 7" in 12" at parking lot stairs DOORS n/a COLOR WINDOWS n/a COLOR SHUTTERS n/a COLOR Sherwin Williams, Duration, TRIM PVC, sizes indicated on drawing COLOR white GUTTERS aluminum k-style, white, to match existing gutters _------._ PATIOIPORCHIDECK all existing stairs platforms and railings to remain GARAGE DOORS __. n/a COLOR OTHER n TOWN OF 8A�4S:4 CLE MAIN ST,,,'.ATFRcROi;T HISTORIC DIS-TRICT COMMISSION Page 2 ot.3 Hyannis Main Street Waterfront Historic District Commission DETAILED DESCRIPTION OF PROPOSED WORK • Provide detailed specifications of the proposal. • Include a detailed.description of changes to existing conditions, if applicable. • Describe proposed materials to be used,desired colors', manufacturers specifications etc. In the case of signs,give locations of existing signs and proposed locations of new signs. Attach an additional sheet,if necessary. There are two parts to this proposal, they are as follows: 1. West Parking Lot Stair Roof- Remove existing blue awning at existing stair entrance. Existing stair, landing and railing to remain. Construct new gable roof in place of awning. Construction to be wood frame trimmed w/ PVC. New roof to be asphalt shingles to match existing shingles on bedroom wings of Hotel. 2. North & South Courtyard Stair Enclosures- Remove existing steel/aluminum and glass enclosures at both stairs. All existing stairs, landings and railings to remain. Construct new open air wood frame structures to provide cover for the stairs. Structure to be framed w/ pressure treated 7x7 paralam posts and beams. All framed to be trimmed with painted PVC 1x material. The roof will be asphalt shingles to match the existing shingles on the bedroom wings of the Hotel. The lower third of the structures will be finished w/ Hardi-shingle, color to match existing shingle color at bedroom wings. Ceilings to be vaulted and finished with 1x6 v-groove PVC, painted. All existing Landscape to remain or be retumed to original state. Signed — Applicant-Agent Date 2 2 PPI TOWN OF -LE HYANNIS MAIN ST WATEP!-RONT Page 3 of 3 HISTORIC.DISTRICT CCMMISSION 6 2��S Construction of new roof structures over stairs at three locations at the 213 Ocean Street location of Hyannis Harbor Hotel. Two being new roofs in place of existing glass structures in the courtyard and the third in place of the existing awning over stairs in the west parking lot. 1. North & South Courtyard Stair Enclosures - Remove existing steel/aluminum and glass enclosures at-both_stairs,.All.existing_stairs,.landings and-railings to remain.. Construct new wood frame structures to provide cover for the stairs. Structure to be framed w/ pressure treated 7x7 paralam posts and beams. All framing to be trimmed with painted PVC 1x material. The roof will be asphalt shingles to match the existing shingles on the bedroom wings of the Hotel. The lower third of the structures will be finished w/ Hardi-shingle, color to match existing shingle color at bedroom wings. Ceilings to be vaulted and finished with 1x6 v-groove PVC, painted. All existing landscape to remain.Qr be returned_to Qriginal_state.. 2. West Parking Lot Stair Roof- Remove existing blue awning at existing stair entrance. Existing stair, landing and railing to remain. Construct new gable roof in place of awning. Construction to be wood frame trimmed w/ PVC. New roof to be asphalt shingles to match existing shingles on bedroom wings of Hotel. i RJ NONE BROWN LINDQUIST F'ENUCCI 'O & RAB.ER ARCHITEC'T'% INC:. _._......_........_.._..............___..._..._...................._......_.._.__...---............................_...__._...._.... __....................._.._ ._......_.._._...._.... _._______._...._._....._....................... __..W _--._._.........._........_.___ 13 February 2020 Mr. Edwin Bowers, Building Inspector Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 2015 IEBC Code Compliance Path and Control Construction Proposed Outdoor Stair Roof Replacements, Hyannis Harbor Hotel 213 Ocean Street, Hyannis, MA Dear Mr. Bowers, Per your request we are submitting the following summary for code compliance per the International Existing Building Code 2015 (IEBC). Also attached are the initial Affidavits for Control Construction for Architecture and Structure. There is no mechanical or plumbing within the proposed scope of work. The electrical work will be minor and will include any required upgrades per electrical code. We have not been retained for electrical engineering. We hope this summary addresses your concerns. If you have any questions, please contact our office. Summary/Conclusions for Written Code Report: This Code Review was based on 9tn Edition of the State of MA Building Code — consisting of: The International Building Code 2015 (IBC), The International Existing Building Code 2015 (IEBC) and the State of Massachusetts Amendments. The State of MA has adopted the International Existing Building Code 2015 with modifications in lieu of Chapter 34 of the International Building Code 2015. Compliance Method: Section 301. 1, IEBC 2015 the method used for code compliance is "301. 1.2 Work area compliance method. Repairs, alterations, additions, changes in occupancy and relocated buildings complying with the applicable requirements of Chapters 5 through 14 of this code shall be considered in compliance with the provisions of this code". The total work area involved (2 courtyard stair roofs plus one parking lot stair roof) is ±400 square feet which is well under 1% of the gross building area. Chapter 5 — Classification of Work: Section 503.1 Alteration — Level 1 - Scope: Level 1 Alterations include the removal and replacement or the covering of existing materials, elements, equipment, or fixtures using new materials, elements, equipment, or fixtures that serve the same purpose. 503.2 Application, Level 1 alterations shall comply with the provisions of Chapter 7. Hyannis Harbor Hotel Stair Roof Replacement February 13, 2020 Chapter 7 — Alterations Level 1: Section 701.1 Scope: Level 1 Alterations as described in Section 503 shall comply with the requirements of this chapter. Section 703.1 Fire Protection: Alterations shall be done in manner that maintains the level of fire protection provided. The existing building is not equipped with an automatic sprinkler system. This condition will continue. Section 704.1 Means of Egress: Alterations shall be done in manner that maintains the level of protection provided for the means of egress. Conclusion: The limited amount of work proposed does not trigger upgrade code compliance of the sections noted above. Sincerely yours, R. ��QpUI t s a hlcT.Or 7789: o`YARMOUTHPORT, y y. MA J 4 �q�Tk OP IA 9`' 4 Richard P. Fenuccio Cc: Doug Cohen Tim Meagher Tom Swensson 203 WILLOW STREET SUITE A PH 508-362-8382 YARMOUTHPORT MA 02675 FAX 508-362-2828 WWW.CAPEARCHITECTS,COM a r • J Toga of Barnstable Aegufatevr ' Building Division Paul Roma,BuDding Commissioner ' 200 Vhdn Street Hyannis,MA 02601 ' www.town.barnstable.mans re: 508462-03$ hex: 608-'79t1 34 Property Owner Must Complete and Sign This Section A ' A4 as Owner of the subject property h' by RuffiDiie to act on my bdl m4 is an matters relative to work authadzed by this building permit application far. (Address of job)_ ` oai farces arealmare- e-reTon�bilzty-the applicant Pools ate to be filled or udlized:befort fence is installed and all final eons are pedornaed and accepted tore of Owner. so£!�pg3ican . PLixit NaEae Print 1�m I? 3• Date Q7F0PI s:owxsap$Rn+ussroMoss Client#: 16665 2MEAGHERCO ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hilb Group of N.E.dba PHO(AJCNE 508 775-1620 F X 5087781218 Dowling 8r O'Neil Insurance Agy E-MAIL o Ext: A/C, No ADDRESS: P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Penn-America Insurance Company 32859 INSURED INSURER B:Associated Employers Insurance Company 11104 Meagher Construction Inc.Timothy Meagher rNsuRERc:INSURER D: 776 Main Street Osterville, MA 02655 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONTRACTOR 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. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER M/DD LIMITS A X COMMERCIAL GENERAL LIABILITY PAV0232762 10/16/2019 10/1612020 EACH OECC�URRENCE $1 OOO 000 CLAIMS-MADE 51 OCCUR PREMISES Eaoccuence $50,000 X BI/PD Ded:500 MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000,000 N'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PR POLICY❑JECOTLOC PRODUCTS-COMP/OP AGG $2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ AAUTOS ONLY ED SCHEDULED AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PR ER D tlent AMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ .B WORKERS COMPENSATION WCC50060054422019A /33/2019 06/23/202 ER X P ETH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $100 000 OFFICER/MEMBER EXCLUDED? � NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Tom of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE a ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016I03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S246109/M245856 LS1 Hyannis Main Street Waterfront Historic District Commission $` 200 Main Street Hyannis,Massachusetts 02601 [w ansrnst�, M^ Phone: 508-862-4665 / Fax: 5087862-4784 may► www.town.bamstable.ffia.us/hyannismainstrect Cheryl Powell Karen Herrand,Principal Assistant ACKNOWLEDGMENT OF TWENTY DAY APPEAL PERIOD Required by Section 112-33 of the Hyannis Main Street Waterfront Historic District Ordinance Applicant"), acknowledge that the Certificate granted byL the Hyannis Main Street Waterfront Historic District Commission is subject to a twenty (20) day appeal period, pursuant to Section 112-33 of the Code of the Town of Barnstable. Within 20 calendar days after the date of issuance of a Certificate, any person(s) aggrieved by the determination of the Commission may appeal the decision to the Historic District Appeals Committee. The Appeals Committee, after an evaluation of all pertinent evidence, may uphold, overturn, or remand a determination of the Hyannis Main Street Waterfront Historic District Commission. Decisions of the Historic District Appeals Committee may be further appealed to Superior Court. Any subsequent permitting or licensure conducted in reliance of the Certificate granted by the Commission is contingent on the validity of said Certificate at the conclusion of any appeal. The Applicant shall be required to fully comply with any decision of the Historic District Appeals Committee or, upon remand, revised decision of the Hyannis Main Street Waterfront Historic District Commission. UIC w1 Signature: Applicant Date Print Name Address of Proposed Work t -C Ws- TUC 776 Mon SW 0205 Commonwealth of Massachusetts Division of Professional Licensure. Board of Building Regulations and Standards Constrt�ctn i �5rvisor CS-102260 Y r5l�pires 11/05/2020 MICHAEL S fAEAGHER,J�t # , 97 EMERALDUNE C MARSTONS MILLS MA 02648 i+ e —d Commissioner i Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:;Corporation Remistration.. Expiration 162938 04/26/2021 MEAGHER CONSTRUGILQN;.ING. 5. 3 4 MICHAEL MEAGHER 3R a� . 776 MAIN OSTERVILLE,MA 02655� Undersecretary 1 oF +E Town,of Barnstable (p� ti Conservation Commission 69c>�r7 a MASS, = ADMINISTRATIVE REVIEW FORM s639. ••� ADM 20- �EDMA'�p Fe e e $25.00 F� Fee Paid Address/location of DrODosed ro'ect: . - 9 to Street: j d` Village: �-d- Map: Parcel: 0.3 Owner/Applicant: 11 � �� �C1 I,/-00—S (O Mailing address: o ��-® �"1 Phone/cell: 50Z tI�0C/Se- Email: ( z �,/ ����i AC• Lam^ Fax: 54 a�� Contractor/Agent: t �C� Address: 17LO Q s « / Phone/cell: Email: I\yr, l,, lh n C• C.4 Associated File: 5 CS " �7 Proiect description: Attach additional sheet if necessary,along with photos and a site plan if available(include distance from resource). GA�oS.� S4-e-(y,,v -r-&D 1. Will the proposed work take place within any of the following resource areas? (If"yes,"please check the following resource areas). ❑ Town coastal bank; ❑ State coastal bank; )Z 100-year flood plain (land subject to coastal storm flowage); ❑ Salt marsh; ❑Beach; ❑Dune; ❑ Vegetated wetland; ❑ Lake; ❑ Pond; ❑ Stream; ❑ Intermittent stream; ❑ Estuary; ❑ Ocean; ❑Land under said waters. 2. Will the proposed work take place within 50-feet of any of the above resource areas? 3. Is excavation by machinery required?/ b 4. Is foundation work proposed? l 5. Is removal of vegetation proposed? &6N ELUnderstory ❑Groundcover ❑ shrubs _ 6. Is regrading proposed,either the addition or removal of soil? 6 7. Is tree removal proposed? If so,why? ❑ Water view ❑Aesthetics ❑ Safety issue Are trees: ❑ living El dead ❑ dying(please supply photos) 8. Is planting proposed? 40 If so,please supply a plan which includes species.9. Is removal of poison ivy proposed,or other invasive species removal/control proposed? A(a If"Yes,"please explain on additional sheet. 10. Is the use of herbicides proposed? D_ Applicant signature: t1��., C0 Mate: �--� Z7-7-LZ07- 0 Reviewed by: Date: Q\regulations\admin policies procedures\adminreviewform 7/1/2017 -- _ Application Number.................................,........... .. Section 9= Construction Supervisor Name Telephone Number � - qa ls-- �p Address Le _City ``-Q State ZipCrS License:Number C'_ �1 License Type Expiration Date_\ S I ab Contractors EmaiKfi:VtA � sg. IV\L• LOP\ Cell# 5 0�-L4 'I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 -CMR the Massachusetts State Bull ' g Code. I understand the construction inspection procedures,specific inspections and documentation requured.by 780 C and the Town'' B le.Attach a copy of your license. Signature , f. ~ a Date g. A .Section 10—Home Improvement Contractor - -- -- Name - - Telephone Number SOS—L�,�, Address - City State 0_Zip Registration Number (p � _Expiration Date � I understand my responsibilities un r the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Buil g Code. I and _ d the construction inspection procedures,specific inspections and documentation required by 780, and the Town le.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or W/vr Number I understa_rid my responsibilities tinder the rules and regulations/r Licensed Constructio�n uupervisor in Zce780 CMR the Massachusetts Stateurilding Code. I understan the construction inspection procedures, ific inspections and documentation required by-780 CMR and the Town of arnstable. Signature Date } R APP11CANT S GNATURE Signature K.All Date Print Name L Telephone Number a J E-mail permit to: I AA C( L.- C C(b NvL . Last undated:'l 1/15)2018 Section 12 —Department Sign-Offs Health Department Zoning Board(if required) ❑ - Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ ._ j a Conservation ❑ _ For commercial work,please take your plans directly to the fire department for approval Section 1317 Owner's Authorization as-Owner of the subject property:;hereby authorize to acttbn my behalf, in all matters relative to work autho d by thi uilding permit application for: _(Addres of job) - Signature of Owner date Print Name Last updated: 11/15/201 8 EXTERIOR STAIR ENCLOSURE IMPROVEMENTS HYANNIS HARBOR HOTEL Barnstable Bldg. D BUILDING DEPT. p ��°LD 213 OCEAN. STREET �. Dept. JAN 2 9 2020 HYANNIS, MA 02601 Approved by:44z-�- SCANNED Perm it #: TOWN OF BARNSTABLE FEB 2 12020 6 f! - _-- LIS OF I:)RA�iy'ING y, _< a T'-e_�... w ,fin' x ;? 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WRAPPED PILASTERS,PAINTED m cV m N (IYPIC�L OF 2).FA57N TO EX15TING RIM J015TS;WALL �Y ,I,ti J , ( ^-.:,1 z FRAMING AND POIJUDATION .a/I -.6 L-' '.. t ..; i � J _ -e+Y z O .to w= .. ,.:„:,-" : I .-•t �•�" t ON j - UNE•OPNEN'ROOFABOVE — - _- cam= — —J o s,:� T{'y5.g.},��,,ry�ryt:. '} F Y-nr '?kn,'' .... 4 !.y ___. z R... F '1:; {II1I I�.'`,'. III '.., ®^ 0 ?g 1 X IO CELLULAR P.V.G.. —_ �c kp•r+- +r-^ ,t:.. ,r, f ��Y� F ... _ i'gI J'i;' I� = C iD WRAPPED POSTS,RAINED E k '•:' � -. ... _.. .'if t ... �~C m SC'.c^-«1'?`4{r'a`7, n 'y,T.. +.' t i "7;� -Y; i ••-"''� +""k .. ...... ��• I II 1 dPf .'� Q U m mmlcu bP 2) 11 '•: ��� Ig EA5TIN6 PORCH AND GUARD E%I.ING STAIR TO REMAIN ' 91V 1 u`^:.. • ..:... •n.r.. kyn,�� jR /�B N T 1 RA11570 REMAIN IP: . � PROVIDE NEW CONTINUOUS HANORAiL A5 REQUIRED By CODE (BOTH SIDE5) w uj w 1�GED FLOOR PLAN AT PARKING LOT SIDE.STAIRS%.PORCH IEXI EXISTING PORCH ROOF-PARKING LOT SIDE PROPOSED PORCH ROOF-PARKING LOT SIDE. Q w O 1/4" = 1'-Orr 31 = 1'0 J z H N zLu t„ o ]EXISTING BUILDING FACADE AND w ` m ROOFTO REMAIN � uj/ � W `~ 0c= Uz � z z 04 A2.1 w . T rl' il. t� �'T I r ' .`r_ 'r ARCHITECTURAL ASPHALT SHINGLE ROOFING TO MATCH TITLE: T 74 EXISTING _ PROPOSED 1 LI — PORCH ROOF 1 xagvez x Io ceLLuiAi Yrt r ✓ it - PLAN& J P V C RAKE BOARDS PAINTED L T i ! �:.,!,_i 1 EXI5TING BUILDING FACADE W FIBER CEMENT SHINGLE %LO CELLULAR P.V.C. ELEVATIONS I_�.•_l� PANEL SIDING ATS'T,W. TYPICALOFI�PILASTERS,PAINTED PARKING LOT SIDE P NG WRAPPED POSTS. _ — _'w. PAINTED TM icA scALE: As indicated Em 1 EXISTING PORCH AND GUARD _ -- — DATE ISSUED: 1.1 Z.2020 3 L— RAILS T MAIN — .._. REVISIONS -GPO IVEC SIDING, .P.V.C. `� I V-GROOVE SIDING PAINTED / IXISTING BUILDING FACADE ) ' No. Desptlpnan Dare W/FIBER CEMENT. 'I SIGN BY OTHERS- _ _ CLAPBOARD STYLE SIDING L I PROVIDE NEW CONTINUOUS & _ _ ❑ - _ _ _'— ,_- _ _ AT T TN. HANDRAIL AS REQUIRED BY CODE �(BOTH SIDES) REMOVE#REPLACE'FIBER CEMENT _ - - 4r. i.� '.SIDING ASREQUIRED,TO CONNECT NEW 4. a rr,4 `. ' '� R A :ROOF STRUCTURE TO EXISTING -BUILDINIG. REFINISH TO MATCH D(ISTING _ _ C P.V.C.LATTICE,PAINTED PRAWN BY; SIOSW I , CELLULAR AINTE , DRAWING NO.: ' I X 10 CELLULAR P V;C. IXISTING PORCH AND GUARD WRAPPED POSTS,PAINTED, RAJL L'ToNG REMAIN-PROVIDE NEW AlYPICAL OF 2 CONTINUOUS HANDRAIL AS - A , 11 g REQUIRED BY CODE.(BOTH SIDES) H A PROPOSED ELEVATION A PARKING LOT SIDE B PROPOSED ELEVATION B-PARKING LOT SIDE STAM NEW ENCLOSURE BUILT AROUND EXISTING STAIRS p� jL 2" O EXISTING WOOD. >_ ��1� ;artimantvxtz•'• _, ry FRAMED STAIR W/ .-1 8 cbMP05fTE RAIUNG �„_ TO U AIN �-.N���Z" C Q co d(V : A1.2r , fit• + \\� _� - C) _ - r C o g� EXISTING PAVER '`- "^' / :�. -• !- WPIt.WAY :--' "f'_' ��-, �G �q"� .--__—'.--.... �.. S„r� Y '", C'{I�.,M'^"TL'I 'Sk�hn t�� 4J m L" _ y I _ 'I?✓":I.. I �I f� � tri i St ENISTIIJG STEPS TO BE.REMOVED REOU RED,TO EW STAIRCOMP ETFL THE URE WALLS CLEANLY NLY ® ,' _ I r _-.m.,_-.:IF. :+t•.•- (v u ^- { p STAIR ENCLOSURE WALLS CLEANLY ,; r - I .. .. .:. •, .. .._. _ �.v: .� � e ,..�_- .. ., .:::: : P; .:.,, .�V J.:�� I t3�. E !i: F -„% ■ice O .. EXISTING DECK t` • I,t uj---- — - -- !j iI It F- F- A- C1� r Lo PARTIAL IST FLOOR.PLAN SOUTH COURTYARD STAIR (EX EXISTING STAIR ENCLOSURE AT SOUTH COURTYARD STAIR ip PROPOSED STAIR ENCLOSURE AT SOUTH COURTYARD STAIR _ (� Z O 1/4" = 1'-0" 3'`= 1'-0" z LLU O � EXISTING ROOF BEYOND ` � w FXISTING RC:)F -BEYONDcn � - - ... cf) w EXISTING ROOF STRUCTURE ARCHTCTURAL ASPHALT - - '- _ SHINGLE ROOFING TO MATCH ..... '.. � _ .,:_E��- •— I X 3 OVER I X L0 _ ._ ... _ � O - 5.PAINTED EXISTING CELLU LAP,P.V.C..RAKE _ r, TING .. - BOARD - u .. -'L"' _-i�_—_'r--•.t - -ramuj —- — - `------._.--.-- y _ x C'V I DECORATIVE BRACKETS CUT FRO 2 X P.j:STOCK AND COVERED W I x CELLULAR P V C' PAINTED ..,I I \ CELLULAR P.V.C.WI?APPED COLUMNS E BRACE;PAINTED. TITLE: ..I SUPPORT BEAM �� PROPOSED SOUTH EX15TING DEG K-E RAILINGS .. !, --- ...._- .Y-'--^ _ _ — . TO REMAIN I I EXISTING ROOF 1_ � J � PROP BEAMS.PAINTED - I! ' TAI ENCLOSURE CELLULAR P.V.C.WRAPPED 1 III L t - f I EXISTING WOOD FRAMED RPLAN & STAIRS W/COMPOSITE S I �S NIGS DECK AND I ,, _; RAIUNG5 TO REMAIN ELEVATIONS- COURTYARD L URTYARD ate.= CELLULARPC.,WRAPPED COLUMNS PANTED.. SCALE: u. EXISTING Sly,•.TO BE REMOVED E I _ •u._,•J, I _1 .. t'•— �� IE_ I' - HALF WALL W/HARDIE SHINGLE As indicated REPLACED A .I .. ... _ I ) i !i..� I'., 7�h 51DING(TO MATCH EXISTING) THE WORK E' �.El'NEW 9TOAIROENCLOSURE , _. I - -. .'.' �1" ..1. 2 x 3 PREFINISHED' r $ I; „ I ..� I - DATE ISS�IED: 1.1 7.2020 WALLS CLFAPIMPLETE " _ '" -'1 I ALUMINUM DOWNSPOUT, .. I. :,I AND CELLULAR P.V.C'.CAP, { TYPICAL EACH SIDEI� PAINTED EXISTING DECkI RAILINGS REVISIONS TO REMAIN �� I i HALF WALL W/HARDIE SHINGLE L_ --_— ANDI CELLUOI MAPC,V.C.ISTING)CAAIR — .. PAINTED EXISTING DECK AWD I I I� EXISTING WA:K.'VAY TO -- '. I I � �. u '.� 1.' - �.. _ RAILINGS .. .L I REMAIN I : :":1 f..;. .. .I �—APRON:PAINTED } _ _ I., �� ,. 4 X 8 CELLULAR P.V.C. r. I . ... :. i I X 8 CELLULAR P.V,G CORNER., EX15TING 5TEP5 TO BF : ' ,I' I I -':::r - - BOARDS/TRIM BOARDS.PAINTED REMOVED AND REPLACED DRAWN BY: SW r, 5/4 X 10 CELLULAR P.Y:C: I r_� - r CONCRETE PIERS POURED APRON,PANTED DRAWING NO.: AGAINST EXISTING.FOUNDATION, TYPICAL AT ALL POST LOCATIONS- I I -_� NEW CONCRETE PIERS POURED %I I I I SEE STRUCTURAL DETAILS I ( I AGAINST EXISTING FOUNDATION, , ^ LJ LJ LJ LJ LJ ALL •LJ A _ S E STRUCTURAL DETAILS LOCATION;- �1 PROPOSED ELEVATION A SOUTH COURTYARD.STAIR co TYPICAL PROPOSED SIDE ELEVATION SOUTH COURTYARD STAIR 3/8 = 1'-01' . / I STAM o S 7789,A C c 1 I ``ANEW ENCLOSURE BUILT I EXISTING DECK AROUND EXISTING.5TAI'I RS j TO REMAINLu H N O n NEW 7"X T"P.S.L.PLUS'INTER)OR ' " 71`�",", m a a EXISTING BUILT-IN WOOD. N v i BENCH.TO BE` �� _PO5T5;TYPICAL 5EE ARCHrTECiUP.AL\ Z o r, I I DETAILS<5TRUCTURAL DRAW NGS I .. l P TEMPORARILY REMOVED �\\ / A5 REQUIRED \ NEW,7'X 7"P.5.L.PLUS'CORNER / P05T5,TYPICAL-SEE ARCHITECTURAL "! e'�F>. ^: � ,�' ,,,�, w =a g p DETA.II5 6 STRUCTURAL DRAWINGS s" -..+.,Q' 4 .r.• '�•�_ a. ..r. Mt aa' T {.., 1 tL U ���y�c��c=ors . !"Z 0 �Z• nJ`s / ..�g� ) �.; u ®����J��� "A'. �`' lL:r I `:5 U tm W L N i' t.i I U c a o w �� f'<,�i'9 ,ICI" ry c 1.A �;:, �_n.. l '`\ —z-- t `{ .�; 1 r 11.•�, � r I _ � ..ta-'^�,f.- ' m Q '.O .o q: .. •Yi-,-I Y, J �t Ta..ry,.- `{`°'� i"< I. "R� l , IL! g qq 4 T!T, 9 LLl �'0" .. .; EN/ST '' - { -;:„. ... viv,nu 1""Ci )..-.:.. �. P f"•N.P 7 �� o�x , \'RgMP\ I+r =( ifs '4 r` 1L x yyy / EXISTING GARDEN U V/ �.` w�tt")Nlix� PLANTING5 TO BE p2 rl�J_-�`•-i 'X�� f _ - .r T�)f'+•Y`"�� '",i,,ax, r u. �� •-J PROTECTED (u O W 0 EXISTING PAVER WALKWAY _ "' [.,l F_ N TO REMAIN - v w � O n PARTIAL FIRST FLOOR PLAN-NORTH COURTYARD STAIR (EX EXISTING STAIR ENCLOSURE AT NORTH COURTYARD STAIR P PROPOSED STAIR ENCLOSURE AT NORTH COURTYARD STAIR Lu � 0 CDZ Q U 1/4" = 1'-0" all = 1'0" Q ? Q Q f- O = U Cn ASPHALT 5HINGLE ROOFING � (y) O Z — I TO MATCH EXISTING � Q. 7� Dl15TI11G'.ROOF AND A2.3 FACADE BEYOND w �_ N = 1 X3 OVER IX8 RRARE - 4 BOARDS PA NTED .. .. DECORATIVE BRACKETS CUT FROM w CK I X CELLULAR 2 P.T. LAR P.V.C., C PAINTED 1A% EXISTING RAILING TO REMAIN CELLULAR P,VC.WRAPPED. `-�1 COLUMNS E BRACES,PAINTED EX15T,ING,5TEEL FRAMED 5TAIP5 N%—� `L l I ) Ii _` i Li'' y - N x TM COMPOSITE TREADS AND STEEL __i_ _I -,-,J PROPOSED NORTH RAIUNG5TOREMAIN _, z STAIR ENCLOSURE fir. 1 L,Y� _„ EXI5TING 5TEEL FRAMED STAIRS W/ PLAN& _ COMP051TE TREAD5 AND STEEL I� P ! T ry - -Il-1,., -'x' RAILINGS TO REMAIN ELEVATIONS- r l I ,,; ^fir -i..,,.,-+ I. CELLULAR P.V,C.WRAPPED D HALF WALL W/HARDIE 5HINGLE COURTYARD l.•� ) --r 4 I r) r r-y-+. -L-. BEAMS,PAINTED EXISTING DECK S RAILINGS SIDING(TO MATCH EXISTING) er ,1 _ AND CELLULAR P.V.G.CAP, PAINTED . .. CELLULAR P.V.C.WRAPPED \\ _ scALE: As indicated J - �— COLUMNS,PAINTED S)4 X 8 CELLULAR P.V.C.APRON, EXISTING RAILING TO REMAIN I � 4y 0 / '� PAINTED DATE ISSUED: 1.17.2020 DALE WALL W/HARDIE SHINGLE -v _ - REVISIONS 51DING(TO MATCH EXISTING) �.LI r .1 j� AND CELLULAR P.V.C.CAP., 'i j'; f p>r f No. Descnpnm Dare U'_ix" I I PAINTED k t i ,1 y . X. I I I F,XOTING METAL FENCE ., .� .....�.: i'I r- L_ t�..__.._.,,- I TO REMAIN "' '' -I EXISTING BUILT-IN WOOD BENCH • .i- L..r .A. - .4 I X S.CELLULAR P.V.C.TRIM i : ,.,..,.^),- +-4-L- � u .�_-..L.- .,.:.': .. EXISTING DECK tRAILINGS TO FRAME OPENING .t -""4 i -A- �•-1 '; TO REMAIN r EX15TING RAMP R PAVER r r;,. .r...y ..i.' ,.. T•T 'r: r r '' WALKWAY TO REMAIN r� r I I r I I DRAWN BY: WJNVS • I I I I I I I I I I I .. N DRAWING NO.. NEW CONCRETE PIERS POURED I . NEW CONCPETE PIERS POURED "I I I AGAINST EXISTING FOUNDATION, I AGAINST EXISTING FOUNDATION, I TYPICAL AT ALC POST LOCATION5- I I I I I I I I TYPICAL 'AT ALL POST LOCATIONS- I I SEE STRURURAL DETAILS J L J L J L J , SEE STPUCTURAL DETAI(5 L J �-J ROPOSED ELEVATION A-.NORTH COURTYARD STAIR - PROPOSED = EDP-O GAL1PRo POSED SIDE ELEVATION-NORTH COURTYARD STAIR TYPI A B 3/8' - 1_ 11 STAM p� L _ QW�pPUtF '1 EX15T.ASPHALT ,1 `�' . 5tiINGLE ROOFING- YNo.7789 ww� t.; LC m N O r, I. e Z. ' \ \EXISTI\T-.IN WOOD BENCH O XIST.ASPHACT II I I iECK BELO (BELOW)TO REMAIN �� U �C)m � P. �\ \` U L =�a ARCHTECTURAL ASPHALT CAP O 6- �' "•�\ SHINGLES TO MATCH EXISTING LL U y; ���� 2 X 3 PREFINISHED ALUMINUM TYPICAL =05 U \� O Uo� m ..1 m Q O°r-p w ,f EX15T.,ASPHALT ARCHITECTURAL ASPHALTII IDS SHINGLE ROOFING- 511INGLE ROOFING TO MATCH EXISTING OVER FULL COVERAGE _� •` w T GRACE TRIPLEX UNDERLAYMENT _ �' Ti '�� O � O J H = W so PARTIAL ROOF PLAN-NORTH COURTYARD STAIR U Z ice- CJ 2 1/41' 1' 0," w � m En O Q W Q Q L1_t Q = ( � CL "' 0z 2z ARCHITECTURAL ASPHALT CAP O SHINGLES TO MATCH EX15TING i I I DS W Z / 2 X 3 PREFINI5HED ALUMINUM DOWNSPOUTS,TYPICAL PRE FNISHED 5'K STYLE -� TITLE: - ALIIE;INUM GUTTER t- PARTIAL ROOF Y PREFINISHED - .2 ARCHITECTURAL ASPHALT SHINGLE PLANS ACUh INUM DOWNSPOUTS; —l�� \ q2,1 iX15T.DOWNSPOUT- ROOFING TO MATCH EXISTING TING AL \ ..00ATION OVER FULL COVERAGE GRACE �TECTURAL A5PHAL� '—� TRIFID(UNDERLAYMENT CA.IY:iHINGLE5 TO MATCH —EXIS _XTERIOR (LL REMOVE PREFINISHED 5 K.STYLE ALUMINUM ,DS AND d PLACE FIEI F.CEMENT 1-� \\ I� � � L/. GUTTER WRAP INTO CORNER AND EX�;-iNG SHIPI .E SIDIN6A�.P,EOUIRED -EXIST.ASPHALT EXTEND TO MEET EXISTING FOR NiiW STEP FL :•HING (SHINGLE ROOFING DOWNSPOUT(BOTH SIDES) _ EX15T.DOWN5POUt TO REMAIN- SCALE: 1/4 1'-O" eY�•- PROVIDE NEW OUTLET FROM NEW GUTTER SHEET.dim ICE t "ROVIDE CUTE �i.p: I. WATf:Iy SHIELD—T J!V UP AT J DATE ISSUED: 1.17.2020 IL ALLEY5,TYPICAL-5EE i EXIS MALL SHEAt I'ING 6: — /•'� - ARCHITECTURAL DETAILS EXIST.GLITTER t DOWNSPOUT TO REMAIN - ' ';EMOVE AND REPLACE{ s REVISIONS I I I y iX15TING ASPHALT 511INGE- No. D—*tkn Date • •L I. ' :OOFING AS REQUIRED TO . :,OMPLETE WORK i 1 /ALLEY5 —ARCF(FI�CTURAL A!1'HALT 5HINGLE IX-i'ING 5TAIR5W/ r�� IDS ROG G TO MAT.I EXISTING NEW 1ANDRAIL5 OVEE,%U-COV6.J: E GRACE (6F.L;7Nq-SEE A 2.1 TRIP.E,:UNDERIAYC>ENT 36"WIDE ICE AND WATER SHIELD UNDERLAYMENT, EXIST.A5PIIALT -� CENTERED ON VALLEYS SHINGLE ROOPING p PROVIDE CUT TYPE VALLEYS,TYPICAL DRAWING NO.: 1 PAI'iTIAL ROOF k.L.AN PARKING LOT SIDE 3 PARTIAL ROOF PLAN-.SOUTH COURTYARD STAIR 1/4 - A1 ,4 F Ciziz ¢a N.b7779A: C co N O m NON O 4'6 0 m REMOVE AND REPLACE FIBER CEM15f 1` U II'.VBCE TEGG 5 D NOG W/V/GROOVES AT 5LI�I.'O.C.. =` f STEP FLA.S D NG�6 AS REWIRED FQ SEE k I;EW z j h. II'AINTED •W4.1D 4 e f g Lwi u "�'PICAL ROOF SYSTEM: '` z Q ^ r �- o ARCHITECTURAL ASPHALT 5HINGE R1J51`ING Z / UNDERIAYMENT PER ROOF PLAN 'b9� �� f - —LADDER FRn,vl'D RAKE E%TI'N510N U H 5/8"ADVANTECH Tt G SHEATHING I W/2 X 8's A. G'O.C. / . / i` z 2 X 8 ROOF RAFTERS A6 I G'O.C, j 1/2'MICK CELLULAR P.V.C.TtG CE1711G W{ U 7" : ! I V-GROOVES AT 5 I/4'O.C.,PAINTED a m Q 30 a ..19� GABLE END '.LLL: n I I j I i, :I__ . . 1/2°TH C:CELLULAP,}.V.C.TfG B N Y a 1 r t --- -------- -- SIDING` V GROOL 5 AT 114" 1 - l. I/2'AGiVUN DC80r z:ITHING(BC"i .- SIDES) t 2xG TADS AT IC'C,:C. � I 2%8 P.T.BEAM W/BLOCKING AND :.. : X CELLULAR P.V.C.TRIM WRAP, -— I(2'THICK F�;LULAR P.V.C,TtG CEIU G� :!/ i'AINTED ,.,,..' \ W/V-GKOOM`c';AT 51/4°C::C.,PAINTF;P,i 0Lu, J Lij sw O MP50N ACE GALVANIZED P05T -AP.TYPICAL i -— I X 10 CELLULAR P.V.C.f{f ST WRAP L':,'INTED v z � O OVER 51(4,Y.51/4'PRE I.RVATIVE T i'I'.ATED Lu O 1/4'X 5 114'PRESERVATIVE d 1 I P.S.L.P05T 1 w µ z a{� 0. - "REATED'P.5.L.PLUS'PO5T5 AT ;s - - -- I X 10 CELLIJI,AR P.V.0 f'p:A5TER NR<1' Ly, W (` II pCATION5 SHOWN ON PLAN W1 I X I PAINTED OF, 5 1/4'X 6 1'4'PRE5ERV11TIVE _ p :'ELLULAR P:V.C.TRIM WRAP,PAINTED f [ TREATED P CA POST 4 C, ... fit•- U ;; o •� k, - Q - -—EXISTING D0C Z TO REMAIN 'X 3 PREFIN15HED ALUMINUM - i - - � z u �)OWN5POUT,TYPICAL EACH SIDE . o �"- I 1/2 7'>,METER TIDERTECHA.IJ z g4n 'E K ./ IPf 3O ABOVE LINE OF 5-1 (�1,�tDF�L _ OSINGS I k,OVIDE HANDRAIL BRACT,15 r. TIAIR LANDING W/�COMPP051TE/ fsU"N, ,,� ?;:: I! .` f .5 X // IUD EASINC.4/FITTINGS AT ALL CHAN! N- :✓. Y I r DIRECTICJ 'I:AILING AND DECKING TO REMAIN n- I I I r -�-IXISTIN ;;OMPOSITE RAILING ANG � . 1 POST,, (I REMAIN I I I I .rP;t t 11 I I � •/ ;Y 1st FIr West Win§_ Is.. ...:'1:, ..,, -:.: ;,/ -Y--1. ----- .,— - - ....I st F11 Weal�14ing .t; m$1 i+ c, �;, 11TL I 13'-4 3/4" - ,' :. .. BUILIJING ,. \ SECTIONS POR- \_ PARK NCH ROOF J jl J.,XI5TING s1:aJ AND RELATED 5UPPORr Y T i. . G LOT SIDE 1 Paa ..:. ?1.TRUCTURE T.)REMAIN NEW PAVEMENT(i0 MAYC r7 _ 1IEW PAVEMENT(TO MATCH EXISTING)AFTER EXCAVAI IlilIId I 1 MISTING)AFTER EXCAVATION AVI"M T _ - ,.;I•: _:,.,: .,:, :,,.: .,:: II lull I•� u ' SATEISSUEDi34 1.1712011 FOR CONCRETE PIERS -OR CONCRETE PIERS _ (N55HED G.5/TEEN / CRET / p _ oso E r _ -III=111= =III=� 1=1 1=III=111=III=111=III=I I_I-III-III _ _ - I --- REVISIONS =: _ _� _ _- =_- -III -. -III-III III 1 III III III III I 1 - -.- - - _ No DBP Date I =1 11=1 I =1 =1 I.1=1 I ITI =1 I I=1 1-III=111=1 1=1I l=1 1=r1 I�I I 1=1 Ic1 1=:_I I 1-1 I':-'111='1 =1 I I-11 I- L=III=III=111�111=111=1 I-� :1111=1 1=1 1-._-III=III- =I I1_:11=1 -� II -�-� I-111=III=III=111=111=1 ITI I I I�; III _1. -I =11=111=11 =111TI III=::1�_ =1 I I_I=1 I I-1 I I,.. -III III-III=1 11=1 J 1=1 I -1_I-1 I I-11 I-1 11=i -1 11=1 I-1 I I I I-1 1=1 =_ I I•-I 1: =1 -111-1 - - _ _ t.._ r = _ _ L'= _ _ - - _ _ - _ I I LEI 1=1 _ I: _I;:=I I I-I I I- 11=III=111=III-1,1.1_III_I I I I-;�111__I Lill -I I 1 _::._�11-11 11-1 I L.; I 1-11,a-1 -, III III h' = 11_ III I III 11 III III III . III III —Imo" �, [-._.,ONCRETE PIERS ON EXPANDED — .:..': ONCRETE 1:IGZ5 ON EXF,>bED BASE_LI - - . = = h-1c = I = — I= I = = = = = I= = I= —) 1=4 =-,; —1 -.. FBASE FOOTING TO SUPPORT NEW ...• — _ _ _ _ —�_ ^:: _ :.:: =FOOTING TO`:UPPOPT N.�•,ROO1:I I _ I-r !- -1 I=1 =T=1 -1 -1 1=1 1=1 =1 -1 1=111=1 I 1=1111 I 1=1 ICI 1 =1 I�I : -_-:!:oDP III: y . -1 -I 1_I k . I_IL:'._I I 1_ - - _ 1=III=1 =1 I1=11:=1 IT) :-1 I I� I I- -111 ' 11=III-III I; - I I IE 1d IPA I I=I j 1-III=I I-I 11=I I I=1 I Ed I -III=1 1-111=�1=1 1 I u 1 111==. III-11 I-1 - _ 1=III=1.11=1 I ItI�t 1111=11 t=111T--=III=1114_I 1=11 . : 11=11 -1 fi =1 =1 11=I I.::=1 I =I I I=1 11=111=1 11=1 I I-I 1111 11=111=1 11=1 I M I 1=1I I�I 11-1 bl=�:I II I�-1I 11 I_I I I-1 11= III-1 I I LI I _ � - - - _ LI _ _ - _ _ _ _ - _ _ _ - _ _ - _ _ I -I I1=1 -1I I-1 =1 I=611=1I ITI ;r III ._: I_I I __.: I1=1 1=1I_EI 11: -1I I- _III ;, I I_IIl_111 I:rt 111-fi III,-III_I I_III=111=1j1_Ij1=1j�-1j1=111-�1-1 1 1_�- r- __III_II1_lIT, - � _ - _ _ _ _ _ _ _ _ _ -- -�- -ll -.-� 11 :� =.r = I I- : 1=11_-III-__.-III-IIII�: '-1 r �I III 1, �1J LI. III III III III III III II III III III LIl _�- .�._ III = --1 I =1 -1 I 1 �1-#ITI ! I 1 1 1 I I F1 I El I-=I 11- ...=111_,-.11_ DRAWN sw �=III-I I I=1 I El I IE9 I EI 11-111=1 I I I I-111-1 I-II 1fil-I;:�-fi��l _.I I-III:_--III=III=1 1-J 1 I I -_ _ _ _ - - _= t_ =I _ _ __ _,L- _-u,._ T A BY I I-7- ._III—I 11—I _i I I—III—III—TI I—III_hl I_I I_I I—III—I I I_I —I I I_I I I I I__I I_I L.._I -111,�1 I I_'I III—III- I = = = I—III—III—III-1 I I—III—III—I I L__:._ —I .,-III— —III—I I _I` =I �'•_': I=� =I DRAWING NO:: BUILDING SEC110N AT.PORCH ROOF PARKING LOT SIDE J TRANSVERSE SECTION THRU PORCH RO )F/STD IRS P ,I"''KING LOT:i!}bE 3/4 - 1 -0 3/4 = 1-0 -— A2. 1 - - STAM 2 X G WAL., ,} IP -I/2"z 16 GA.X 3G"LONG COIL STRAP W/FIBER CEMENT F'IING ;DVIDE STEP FLASH)IIG OVER RIDGE c (51MILAR*.`C: 8/A 3.1) `s a N.7789 T Ism[ c • � TYPICAL ROOPSYSTEM: I �<p,oru sr ARCHITECTURAL A5PH,ALT 5HINGE ROOFING • i ROOF SYSTE1vI ,OOFING TIE(BETWEEN4COLUMNS a , EXISTING ROOF STRUCTURE ;i, I+NDERIAYMENT PEF I:IOOF PLAN '' UNDERPAYMENT PER ROOF PLAN , •� nj..�• ROOF A'SI I.ALT SHINGE P 5 8 ADV MEC TE G SHEATHING SHEATHING PLUS INTERIOR CEILING e r ZJ2 BHIOCK CEUU R P'V.G T G CEILING W/ ) j.9 ADVANTECH Ts( - V-GROOC�ES AT 5 /4;D.C.,PAINTED C -� - X G POOP RAFTEo AT I G O.C..- Lu N :2•TI`ICK CELLULAR'.V C TlG CEILING W/ 1-112 x 16 GA.X — — — — — �. a V:GROPVE5 AT 5 I a'O.0,PAINTED 3G"LONG.COIL — — 1-112'x I G GA.X 3G"LONG COIL STRAP p`t A3.2• STRAP OVER BRACE OVER BRACE AIJD BEAM f AND BEAM 2 Y NEM�TAIR ENCL05UR�5'RUGTURE � x 1 27.7'T.O;BEAM C Tom.• eeOr`,J ' — — — ---i------_-- —� W On P ( Zti �u 5 1/4'X 9 l/4•.PRE5ERVATI6E TREATED = H g VVV 'P 5.L.PW5'BEAM5 W/I:X CELLULAR - " `--BEAM 3ETWEEN D(15TIN( ',ODF AND,NEW 2a 6'i o;BEAM I I I�I m Q 3 P.V.C.TRIM WRAP,PAINTED EXISTING RAIUNG AND - - _———— —— STAIR-NCl-05URE ROOF`_ITRUCTURE' - S PCUS'BRACES N%IIVX CELLULAR "P.S.L. 0 DECK STRUCTURE ' ET �LAR P.M.C.TRIM PAINTED - ■B® r n I i ' III 1 � 1 2 X 3 PREFIN1511ED ALUMINUM DOWN5POUT,TYPICAL EACH'SIDE 1 1 L 7'.X 7"PRESERVADVE TREATED"P.51. J I I " I I PWS ZD w POSTS AT LOCATION5 SHOWN ON PLAN Wl,)X CELLULAR P!V,C.TRIM WRAP,PAINTED O O Lo O III III J U) = L u 'o Z � o i I I Z W 0 C/: EXISTING WOOD FRAMED 5TAIR/ W Q p77t:A I I I I 5TAIR LANDING W/COMPOSITE w m RAILING AND DECKING TO REMAIN Q - —EXISII G STAIR AND RAIIJI:G TO REMAIN \ < Lw III III / �- /O = yj I � � z 1 - ,..A3.2 �✓ �.. I I I I III I o 7 Z cb Q I — EXI5TING RAIUNG AND .- __ I - _ I I I Q DECK STRUCTURE ._ I..;. -..L.. 15&T*0 WAIL IIAMI G w L .. .. I w [ OI ICI ELDECK TQ REMAIN FROM STAIR 1 I TYPICAL WALL :...w i._..1. I L SYSTEM SIDING/TRIM AS INDICATED ON L f L i I I UTERIOR ELEVATIONS TITLE: STUD WALL WA 2TX GHP T.ST'D5 AT 1 G" B&DING EX15'II.G STAIR TOREMC.a:' o I I ' I OG SECTIONS. I 1/2 PT ADVANTECH SHEATHING., SOUTH STAIR 1)2 CELLULAR F.V.C.BEADBOARD _,i - it - INTERIOR FINISH PAINTED ENCLOSURE- — — � - AMING' COURTYARDEX15TING 5TAIR SUPPORT F TO REMAIN ` _ � =...i I L .K.I. j j��. �I. ,;=��'+�;J;_ I I •i I I i i I � �st1 — r — _ I - DE 4' 1 t O I SCALE' ,... ... n ..... .... ...I 1 .: ip.FXlSf.fNDN II �, �II. Irvll II Ilya _I9 — — DATE 1.17.2020 I � ��� EXI G GRA =11 = -- — _ — _ — — — 1, -1 I=1 — J 11=11 I— I i I=1 1= REVISIONS. .. a , I I—III—III—III-11--- I I-111�111--III—III— I I—III•--III—I I hI I I—III I _I III L. I III-_ I I-111-_i l 111=1�—L I I—III-1111—III—III—T—III •. _ — _ — _ _ _; _-rt— ,. _ I III I I I - =1 — — — — — — I I= I =1 =1 11=1 11=1 I LEI I ICI III III III III �_._ I I ICI I I III III III III I I1 III ,III III. III I I I I I I. I I __I III. _.I III—III=.; I I- _III I I_I I I—III—I I ICI I I— ' 11— I I � � I I _ _ _ _ _ I I I ,� � III No. DesonPnor, f__oare 11=III=III=III=11=_= I=11 I III-1 11=1 11=111= ICI 11=11 a=1 11=1-I 1=1 11=1 I I-1 I I_:I I—I I_ 11=111==1 I =1 11= 2EI 11=1 11-=1' _ — = I-=1 li-1 11EEI HE1 11=1 11=1 11=111=1 11=11 =1 11=+1 I I III- . I I I=1 11=1 11=1 — _ — — — -- — — — — — — — — — — -- I. i LI-1 I I i :. — _ _ _ — _ _ =n'1=1 "`:.` - _ - I.I=1 I r , I 1= .1=1 I-. 1=1 11=1 1== 1= 1=I f=1 11-1 I_I I I—I I E I III —I l I 1 111-111 III i _ _ _ = 1= CONTRACTOR TO.FELD VERIFY EXISTING .,.�; _ I— = 1= _ _ — _ —�= CONCRETE FOUNDATION I—III—I I_I I I—I •�; -1 --:. —I 1-_I —I 11—I_—I FOUNDATION AND NOTIFYARCHTE�T —_ III - -1 —I —I 1=1 I—I 1-11'I ICI �1 hI_FILE -- N MAIN — —_—_—I = —_— — — I EEL A D SLAB TO RE III III III —I ICI —I 1=1 I I=1 I i i= I=1 I=111=1 I =1 i I—III=III=T==III=.-.I_I Ir _I=III= I-- TO DETERMINE EXISTING CONDITIONS I I— 11—I I 1=11I I=I I I=I I I=I I I=1 I I—I 11-11 I—I III—I I%'_ ` 1=1 I 1= 71-1 _ _ _ I _ _ _ HITE , I( — — — — 'y CONTRACTOR TO FIELD VERIFY EXISTING I=III=III=III=11== I=111 III=I 11= =11 =1 =1 1=III=1 l=III=111=I I ;1.1�111-- 11=III==11 =111E ...�- AND ACTIONS TO BETAKEN —_ III 11=1 1-111=III=111TI 1.1EIII-1111=111 III :''I H-1 — _ __= _ ____:-_— —_ .• ___ _: 1 , :, >T—III = - L_ _ _ _ _ _ ' _=�_ . : — — — — �,,' CT =1 I=1 I I=1 I=1 I IVI-=1 —III III—III III—�_I I —111-11 IE111—I 1 11 I I I I I I-1 I IZE I—I I I—I I I__. 11- -rfi�=, --- _%' — —1 Ifi—III 11 III III 111 III hI —I III—I �:.•; 1-1 I —1 1=1 1-1 I 1-'..<FOUNDATION AND TING CONDITIONS = = - — — — — — — — — L1 -=1 T:L. — - — _ �t.r i�i i7 ii I _� 1=1 —11= 1= I =111=1 — != I ±11 :-1 I 1=1 I 1=1 I ,I TO DEfERMINE,IXISTING CONDITIONS — 1-1 I�1 1-1 (-1 1—(I —I 11=1 I 1—I 11E1 I 1=1 I I-1 1 _ — ,. 1 1—I 1=-I —I I I -1 I—I 1-1 1-1 1=1 1-1 —1 i • III — — — — — — _ — — _ — — AND ACTIONS TO BE TAKEN - — =1 I 1=1 I ITI-=11 I I I= I — = = E _. _ _ =1 I I=I I I=I L:-1 I—. .=1 I Ir:._1=I I I= E - _ — = =I I I=111=1 I I=I I IEE III=I I 1 111-1111EJ 1=III=III=ITI=1114 '. - -i —III — — . I� IL III I III J III i lI III III _ — T. _=1 _ _._ — III I III III=111=1 I=1 =III— J I — — El _ _ _ — _ _ — — 1= ,_ _ IElIlEIII=III=11 ==: 11=111 111= 11 =IILEI-II— II= 1 =111=111=111=III=III=III-�:I 1-111=- 11=111==11 =III -- _ 11-.111E 1=IIIII=III-1l1=III=1111 111 +N- -III-111=III IlIII_rll—I _I _ _ I _. _ r — _ �_ �I I�I I�I—III 1�1 T III — I — — — — — I — — — — — DRAWNaY: sw _ _ -111E111E1 —I11-111=11 = - - _ - 111E111E1 .i'.I I— =I Imo. =III= = 1 : _ -. — — — — = -=111=11-1=111=111=III-I I=I I 11-111=u': _ -+N�1 _— =111=III: . -III—III = _ __ =—L III III III III ITI III III = — — __I = __ = III III ILL_I hIT_I—III I— 1-� = _ _ _ _ _ _ _ — _ _ — _ -- — EXISTING CONCRETE SUPPORT PIERS DRAWING NO.: III ,I I-1 I-1LI-1 I•'_: 1-1L1—it1—�1t=117EI11CI--1ti-1_i i--f�=i i 1-i_C1-1_TI-1 Il- :_ ILL =L1- 1 1--1L-1LI—� -J -1LI-1LI-� 1-1 1—IL'1-1L1.;_-ILL-1 -1�.1-1LI-1L1'-1LI�ILI—ILL-1 IIL1-111, ,_, ,11J-1LJ--, I1 (FORSTAIRS)'TO REMAIN 2 BUILDING SECTION AT SOUTH STAIR ENCLOSUf�E-COURTYARD(CONNECTORTfIOOF).. _ 1 TYPICAL BUILDING SECTION AT SOUTH STAIR ENCLOSURE-.COURTYARD /�, e 3/41- - 1 0' 3/4" = 1'-0 A . ( STAM a Na 7789 A o rwuan I-1/2'z i 6 6A.X 36'LONG COIL STRAP � �y OVE GE/ RRD IL n,u DECORATIVE BRACKETS CUT FgOM(3)2 X O P.T.STOCK AND COVERED W/ X CELLULAR P.V.C.;PAINED c5 UJI 5-l/,'X 9-1/4'•P;S.L. —�. 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P U C.-PAINTED TRIM WRAP,PAINTED I I _:-- �= C -- r� w i1 1 1 I I I EXISTING STEEL FRAMED.5TAIRS W/ W ! I I Icn Lij 0 COMPOSITE TREADS AND STEEL RAILINGS TO REMAIN 0 _ / 7'X 7'PRE5ER.VATIVE TREATED'P.5.L. PLUS BRACE W/I X CELLULAR P.V.C. `f I / I TRIM WRAP,PAINTED z W O cn O � I � III wL►' wL+f < 1$B9T.D.BL�K.1 --_--_ -----_ I_�_ -,�r I. I Q > < W U I I I 2 X 3 PREFINI5HED ALUMINUM — DOWNSPOUT,TYPICAL EACH SIDE O Z +—I4 I I III w S X N ZZ I ALUMIN MFlDOWNSPOUT TO JOG AROUND EXISTING \ I BECH SEAT -wWALL FM-IN—G -- --- -- I - --.-- I I SI ING7TRIM AS IN MILE: ---- ---- - D DICATED ON ��- BUILDING EXTERIOR ELEVATIONS I/2°P.T,ADVANTECH SHEATHING, SECTIONS STUD WALL W/2 X 6 P.T.STUDS AT 10 NORTH STIR EX15TING BUILT-IN WOOD - 1 I I/2 P.T.ADVANTECHI SHEATHING ENCLOSURE-. i - 1/2"CE LULAR P.V.C.BEADBOARb BENCH TO REMAIN- _ =- I INTERIOR FINISH,PAINTED COURTYARD 3'r EXISTING W000 FRAMED j I EXISTING GRADE SCALE; 3/4n DELI:TO REMAIN I-1 1 = I = 1 III—III 11.3 TO.EJOSI.FNDN,. '� �_j I �___-— DATE ISSUED: 1.1 7.2020 I 11= /�� III .I I I_I_—I I III=1 III III I - II II N =1+III l 1=1 1=1TI=1 I _I I III I No. D Im we a l I FE--El I I I- I—III— II III—III—II - II II=111_III—L.II III CONTRALTOIy.TOFIELD'VERI—�Y ,=,IH r 1 —III -.. —III—III III—III—III III _ �— (-EXISTING FOUNDATION AND NOTIFY- _ — _—_= I: I I I I I =1 I-1 11— I I I I—III = I-1 I I-1 I —1_I I I lit, ARGHITE�T To DETERMINE�X15TING I 11 I—III--III I I'—I I I 111=1 I(—III-111 I I I I 1=1 11=1 11=1 I I I :CONDITIOtiS AND ACTIONS TO BE 1=L I I 101TRACTORTO FIELD YERFY=1 I I_I, III _ III I =1 I I— I I=111=1 I I—III-= I I I—III—III—LI III 'T" N i I' I I I I I ARICHIING FOUNDATION DTE AND NE F46 FIF�ING I III—I 1=1 _ 1. -III ICI_-1 1=1 —111=111=III— III 111=1 11El I El I_ !lCRCHI ECTTANpACTIONS TO BE M—_ I-111=111 �;-111 -;_ 111 -1 El I EII-111-111-11-- 11 :. .`11 111E111E111E111-_1 I =11-111-111 111_I 1L— I TAKEN I I I=I 11 III=1 I I-1 1=111=III=1 I=11 =_:11=1 11=-1 11 1 I ::-1 11=1 11=III=1 I —III I I I III—I I I—I 11-1 I —111=1 I I-1 I—I 11El I I—I i 11— III=111 E111=1 1— 1_I; I I I 111__� —111=11=111=111—I f== 11 1 `.'11-111=111-111-11511E 111=111=1 I I III=III` DRAWN BY: SW I 111 :-1 I —III—III—III III—I 1— III_ ' I`I III-1 I—III—III III=1 =1 1—I 1-111 11 III ,11E ,11 111 1-1 1-1 1-III, 1 1 ,_,_ 1 I 1 .�. =1 1= 1-111 III-1 I= 11 III-111E111=111E111=111=111=111=III—I 11=111 ,11E DRANK NO.: TYPICAL BUILDWI;SEdbN AT NORTH STAIR ENCLOSURE_.COIJOYARD ARCH CTURAL A5IqPHALT 5H1Ni. sTAMLE a� ROO II D OVER 1,1413:RLAYMENT cWER5- SEEGDF PLAN '-I 5/8 Th ADVANTEC�,SHEATHING OVER - 5/8'TfG AGVArITECH Sp EATHING OVER EXISTING EXfER10R WALL-nEMOVE R o 7789 p u 2 X 8 KS FTERS AT I h'O.C. 2 X 8 RAFI LR5 AT I G'8:C. AND REPLACk FIBER CEMENT SHINGLE SIDING AS REQUIRED FOR -(2)2 X G I.T.TOP PIATE - NEW STEP FLASHING ' 4 (3)2 X 8 I.T.BEAM W,12'PLYWOOD ROOFING(I' ARCHITEE4}RAL A5PHA-;SHINGLE { ..i - / O MATCH EV'&ING) j�FILLERS ,3j4'+/-BETWEEN BOTTOM OF ' 51DING AND ROOF SURFACE PREFlIJI5r1.°yD ALUMIN4M DRIP EDGE W/ F - ' G'MIN, ^\NGE OVER,I X 8 CELLULAR \ BOTTOM EDGE OF SIDING W 'IC. P.V.C.F4E DA,PAINTED _. to N 00^ IV.�GTfG CEICIIIG W/�: )/ .: s,•. r- yy: 51L \ r gIiR 4 OVER I.:X O CELLULAR P.V.C. L 1 i -�_B."MIN HEAD LAP BETWEEN o .THICK CE 1 91/2'- < - AW RED J-=KOOVES AT 3 1/4° p 11.. y� R'S cV I E BOARDS,FAINTED MEMBRANE 1 '\ j :SECTIONS OF STEP FLASHING FAINTED � I --PREFINISrl.D 5 K ST'+� ALUMINUM �. O w GUTTER JI%,HEAVY uAI;-[;E BAR HANGERS Fth THING �' Fib 6,VANIZED HU(RICANE , T I- TO r%OVER AT 32 O;E.INTO RAFTIiR TAILS - p CLI'S TO OF 5O / = as a 1.0 OVER r�'.I O CELLULAR I X 8 CELI ULAR P V.Cr SOFFIT,PAINTED STOP 1 l j Q a _ Flfi.�HING 4U t Ali P V.G.BEAM Tq{V.PAINTED p .r.: TEG CEICII _.-. -_....._ ;;. • __ .CELLULAR P.V_C__,-_-_... .. ~ AT 5 43.'O.C.,PAINTED ' }, l 7"X 10"ALU`1NUM STIR FLASHING m G,IR X AfJb i X BLOCKING .. -- I X 6 OV R I O CCyfR I P.V.C. r I _..«-_-. _ r-n$EMEMBERi AT 6 O C.SION W/ / WICK FLANGECAL FLANGE AND 5' S2 O a IG Wp V-GROOVES A NDICATED BEAM TRIM,PAINTED GIVER X AND 2 X U WITH 5"VERT ZD BLOCKING AS INDICATED 1/2°AD f.NTECH 5HEATHING-- i c NAIL TO WALL AT z .- \��BO"BEAM Wi 2i 6 AT 16' - I (BOTH SI'E5)OVER - I I.I/2' T 12 CELLUTAP:P.V.C.SOFFIT, - - TOP CORNER ONLY Q Q -._ -_ J: O,..AND 3/8'59EATHING I - ADS AT I6'O.C. Pa CITED =(IS _ ' 2X6�i __ TING WALL Z � E4CH SIDE 1 I I/2"THIGI;CELLULAR _ ___._...__^^ _- Y.4 CELLULAR,".V.C.5Ub-RAKE, 5(IEATHING _ a V ,OP OVER P I,,CKING O5EE _ 9 Lid' SCIAMPPS7YONt ALE GALVAr I'tED POST PAINTEDDg93RD SIDING, -- - __ : �'ITHICK CELLAR L TEDOVEIR X 3 BLOCKING n m aP OVER BLfO C nc m PL LI DETAIL AT POST LL;IAR P.V.C.TIG SIDING LY SN \ GRACE TRIFLES(SYNTHETIC). by Q ,p - I x I0-MLAR P.V.C:BEAM TRIM, NI\'-GROOVES'/?5 1/4'O.C.,PAINTED I ,W DE SHEET OF O M L PAINT ---- -- ------- - LL ICE t WATER SHIELD- / NNDERLAVAMENT IN ALL AREAS 4 X 5 I/4'�RE5fPVATIVE ED - D11 TYPAR BDI:DING WRAP W/SEAMS 5/8°TEG ADVANTECH J NOT DESIGNATED TO RECEIVE � - I --2%3 PRFJ-INISHEO A. INUM ROOF SHcAHING �^ c Tp ATED P S _J U,15 POSTS AT jqP=p Tll V UP AT VJPtC LOI'ATION5 SHOWN ON PLAN DOWNSPOUT W/SAD E TYPE 16 iATHING 6' ICE f WATER SHIELD HANGERS, _LAVE pE .� _ .. .: TAILO SID AT PORCH ROOF-PARKING LOT E � RAKE PORCH.f200F=PARKING LOT SIDE - _- r�`�STEP FLASHING DETAIL- _.. J 1 1/211 _ 31. 1 1'0" -.------- --- 2%:I:E BOARDS b_;1'OND W 112' 1'4T(r CELLULAR P.V:C. _____-__..__. I/< THICK CELIa)LAR P.V.C.TEG SIDING ARCHITECiUP,AL ASFIPHALT CAP �- TfGDI)IG W/V-GROOVES N/J GROOVE 4T 5 I/4.O.C.,PAINTED SHINGLES AT 5 T W: W AT 5 J O.C.,PAINTED ._ C1I_R TI=BtJ LDING WRAP W/SEAMS .. ~ W17-1 - TA.I'ED :� -ARCHITECTURAL ASHPHALT SHINGLE O V/2" In ADNTECH SHEATHMG W 'I^ I X O CE L L4R P.V.C. '.DST FiFINI5HE0 tiJMINUM CAP ROOPING OVER UNDERLAYMENT _� r•° -. . Df1�11NG COMP_qTE 4' cBom5J 7F5)OVER. _ RIDGE BOARD PER / �,•.- . I _ OF N I WRAP CNEl LOCKING :>EE r115HING LAYERS-SEE ROO LA RA L'JG TO REMNV 2 X 6=UDS AT 16°O.C. FRAM IN6 PLAN "° ^� O I ( PLANDETALATP057 -�� �,'� U Z Lv I - �\ ADVANTECH SHEATHING CIS I X 5 GLLCJAR P.V,C PAST S \ 5/8'TEG_' IrLi O I I TRIM- G.LC�D AND NA L_'J TO / '� OVER 2%8 RAFTERS AT 16'O.E. W BLOCKING,FAINTED Z { (3)2)( HEADER W/.I/2° \ / mac Q -w EXISTING STAIRS/ SHEATI'I IG SPACERS / \ f 1'6 D OVER, b V.C.BAND TRIM, < L'AL'INGT AEN �I Jr o REr 1 I L r - FAINTED OVER.�X BLOCKING � n I U .-1. I - P.S.L.STj2Lic,NRAL P S,W/ '•.,I I L I I - Q 1f I X ID Cr1LUlARP V.C. —. O BLOCKING -SEE PLAN C't7AIL Z Z AT P05T BAND TP M,PAINTED I I � I I - I���II'.I O CELLUL)i:P.V.C.BAND TRIM. X @ CF LULAR P.V.C.- PRIVTEIJ SOFPjT,FAINTED - z N 1 k 10 CELLULA 2 P.V.C.BAND TRIM, W t ` " - PANTED I X CELLULAR P.V.C. - I/2"THICKCELLULARP.V.C. TRIM DETAIL AT POST-PARKING LOT SIDE BAND TRIM DETAIL-PORCH ROOF PARKING LOT SIDE cLoSURE sTwP.PAINTED TEGCEILwGwi v G[zoovEs C , 1/2 = 1'-0" v 1 1/2' _ 11701, AT 5 174"O.0.PAINTED w I x I Q E�LULAR P v.c:P05T WRAP 1/2"GALVANIZED TOGGLE r ' TYPICAL RIDGE DETAIL OVER B C�:KING-SEE F LAN DETAIL.- BOLTS AT 24'O.C. -- AT POS EXISTINGRFIBER CEMENT SIDING- \ 1 1/21i = 1'-�'I _. I, I, BEN✓EEN RIM J015T$ � (TYPE VARIES)REMOVE AND EXISTING 5�A1`S 2 X 3 PREP`NISgED ALL�`yAINUM EXISTING tDCTERIOR WALL \' REPLACE AS REQUIRED.TO APPLY TITLE:.., ... T)REMAIN I DOWNS{811IT W/5ApDlli TYPE PILASTER. REFIN15H TO MATCH ARCHITECTURAL CON5TRUCTION ' - + HANGERS EXISTING X 3 BLOCKtG OVER v EXISTIN - DETAILS L 2'5HEATHII,.G-PROVIDE NEW PAVEt1LLEN.T QG IvF�;CH j_ y. 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DONO7 -III• = III-III=-- ��� ` \PLACE�EHINGLE FASTENERS WITHIN DATE IS14 SUED: 1.17.20.26 P.S.L.PILASTER FASTEN TO { t� \� RIM JOIST,VJ/51MP50N OF VALLEY CENTERLINE -' 5TRPNG DRIVE SCREWS- 1 X 1 2 CRUUTAR P:V:C. \� \ REVISIONS 1' 1 I I I-I I =J I I I I I- I I=i I II-I I=I I I I 1 iI'.'.- TRIM WRAP.PAINTED '.... \\.\\\ . - ' - _- rI - .- -1 a7 DIAM.:ONO E I`RS ON 24" PLAN DETAIL AT PILASTER-PARKING OT SIDE \ `.��- CLIP 2:bIAGONALLY-OFF TOP No.- •Dexaiptkn Date ,_r PET_F, ���. L \ A EDGE OF OVERLYING SHINGLES III I I' I III=I�I I-r III ' j IDIAM EXPENDED BASE=00TING �J 1 1I2" = 1'-O" \\' •?',. ! \�\��� g III I - �{-IIIIII I.- I-III-� .OVERLYING 5HINGLE5 TO BE CUT 2" d I I-III- I-III- - I I I -I I I X 3 BLOCKING OVER \r l.. \AWAY FkOM VALLEY 'INTERLINE. 112'SHEATHING _ - ANp\B\ED IN ROOF CEMEF�T III I l =I -III-III- =III-III-I I_I I-__L: I X 3 BLOCKING OVER y y ARCHITECTURAL -III 111111=III III ' III-I l ll f 1-111-III �- 1/2' ASPHALT ROOF ROOF _ SHINGLES WITH �_ - \ I X 1 2 CELLULAR P.V:C. °' ... - aTY1 -III_ NAIIJNG PER SHINGLE III III ICI I-I I 1-111 G',4.•P�'ER.OFL APAC7ED IONS - GRIISHED 5T0rI�OVER FIL I; 5 1/4"X 5 1/4" MANUFAC - '--- .... m :._ ./ \.. POST WRAP,RIPPED TO .., �., \ ` ..1NSTRUCTTURE DRAWING NO.:.. . I-FA4 RIC OR 5T GTU RAL FI�, R'S SW _ ,',`I� PRESERVATIVE FIT E PAINTED III _ n -_' _T-_ -II _SEF'5TRUCiUGX'DRAWING`• TREATED P:5.L.P05T =III-I.I1=I I I-I I II-I I I=1I1=I I I-III-III-III I �LOCKEDMITERJOINTS. \ 9 I/4'. _ III-I I -I I III-I i=T=III :III-I I i_III -�` GLUED AT CORNERS. p 1= P TYPICAL TYPICAL VALLEY D A I III —III —III III—I 1— f—I I— 3 I OLUMN/FOOTING DETAIL AT.�ORCH ROOF-?ARKINI:'s LOT SIf�E CLAN DETAIL AT POST PARKING LOT SIDE 1 rN DETAIL =- _.1 1/2 1'-0 . -.. �' .1 1/211 = 1'-0 'i1,CHfFECTUM' .A5FIPHALT`IING11 IC'L1OFING OV� +UNDERLA�41`NT LAYERS "> 5 5'TEG ADyAr4ECH 5HEA1 11NG OVER 503 P ING OVER '� ADVANTECH SHEATH ' 2%£fAFTER5 AT I G'O.C. n '8 RAFT, AT 6'O,C. .? d r� a N"7789 5 1 i y7 9 1/4"PRES'`RVATIVE TREATED 0,6 TECTUk[A5HPHALT MfiINGLE ( "d ` \\ r -P.5 L F LU5'BEAM..(( P OFING OVEP UNDERLA�11 NT LAYERS CI1�TCTU LT CAP SHINGLES PREF D HED AW MIIy,1M DRIP EDGE W/ 5"'{a"TEG AD1 AI'ITECH 5HE4�iING OVER �M ,1 2•THICK GELLU LAR —� _ — j �'- i 2 X BLOCKING Af'24'O.0 AT (T0 CH EXISTI G) , AR RAL ASPHALT o N 6 RAFTEPw AT 6'O.C: FIRST BAY IN fR s RAKE ppy GRO 6'MIN,`TANG,OVA I X 8 CELLULAR y4' ::� P.V.C.,'A50A,PAIN ED L(CC PAINTED LINOVESATT174^-- \,/\ � Z� L" ( EL 7.1/2° --°- \ _ - :I_?VER I X I O CELL R P V C 4 PREFIP IHED ALUMR JM DRIP EDGE N% "/ RAKE bARD5,PAINTED U� !=S`+ __ m NUM G ALVANIZEDHURRICANE : R) HED 5°K-6'UGE BARIHANGERS P V C r;.IANGE OV I X 8 CELLULAR �'" 6 LIPS AT 16"O.C. \ --GUTTER N/HEAVY \ U`CIA PAID:D p+: - ... _ m REF AT R1°TER TAILS I I i PAIN1`DEG CEILING ,: I/2 11CK CELLULAR / X 8 CL;LLULAR P.V).SOFFIT,PAINTED -- i_ _._.___I� .__.I_..V.L........-.. \\ Irr �PREFI EyI iHED 5 N J�/ { LItIM.PAINTED OVER SHIMS/ `q - !'LE ALUMINUM I!2'THICK GE4LU�aR P V.C. Z h' d X 12 CELLULAR P V C BEAM I� «g FLOCKING AS REQUIRED I I ��' I X d GRLLULAR+'.V i� BEAM TRIM, GA�,lF,ILJIZED JOIST HANGERS- GUTfEF'N/HEAVY b.^JGE BAR HANGERS TEG CEILING R4'/-GROOVES--I-I' -C I-I-1 ---- LL r3 I RAFT.E25 TO BEAM AT 32 b.C.INTO MITER TAILS AT 5 I/4 O.C..'�INTED I I I I I � 8 m PAINT,-.,OVER SHIMS/BLOCKING AS - - �- - - —(3)2 Y /2 X 8 BLOCKING RAKE f- m X 8 CELLULAR P.V.C.B�.4M I4.I/2' I REQUIM7:D 1 ,��I EXTEN`-ION IZIM.PAINTED OVER 5HIM5/ (2)2 f'G E(I)2 X 8 BEAM _ DOUBLE 2 X 6 FW'TER AT _, _ _ I _ Z ELOCKING AS REQUIRED I I —2 X 3 PI,EFINISITY.DLUMINUM ON-5 N 59fIP50N US 26-3 RAKE EDGE I I DOWN¢OUT W1 SAI,bLE TYPE GAI:1 12ED HANGERS ` -- - 4 12" J I HANGE�o AT 5 ti- CELLU LAR.P.V.C. --// I{)1 X 8 CELLULAR F.V.C.BEAM I 5pFFI'F,PAINTED _ z "' N h M.PAINTED OVER 511IA5/ III I --—5 1/q";{9 114'PRESERVATIVE TREATED O U c FLOCKING A5 REQUIRED P.S.s.I I I'L c Of 3 N ' U5'BEAM W/I X CELLULAR _ P.V.C.TRIM WRAP,PAINTED m Q 0 m --DECO TIVE 8RA�F'�E}}gTS CUT FROM(3) _ �» O 1 2 X I O 1'.T.STO(JE FYIdD COVERED N7 o 2 _.. %10 CELLUTAR P.V.C.BEAM I X CELLULAR P.V.L::'PAINTED � I �� �> LL LINE OF P.5.L.Fe>:T W/CELLULAR RIM,RIPPEDSO FIT I P.V.C.TRIM,PAINED BEYOND- 41NTED OVER 511IM51. —7"X 7�qPRESERVATII'E TREATED-P.51. SEE LOCKING AS REQUIRED PLUS'e_AM — I X CFFLU AR P.V;C%POST WRAP 4 EA�IL AT CONNECTOR ROOT= __. \± RAKE DETAIL COURTYARD . 'l p FF%8 CELLULAR P.V.C.BEAM - I I OVER 5'�ACER5 AS,<�QUIRED-SEE 1 1/2' = 1'-O° iK1M,PAINTED OVER5HIM5/ 'PLANdZAILATI`65 -COURTYARD' L I ELOCKING AS REQUIRED I I w �.EAVE DETAIL AT STAIR ENCLOSURE COURTYARD.._, 1 1/2' 1 U - = Fes- w I � cv — I X �CEILULAR P.V.C,'. P05T WRAP W O (n 0 OVER F�jj AAERS A7 FEQUIRED SEE _ "PLAN D-TAIL ATPOST COURTYARD' Z W m --2 X 3 F',FINISHED IJUMINUM DOWFI ,OUT W/SA�JD E TYPE .�?LYWOOD SPACERS. - (w� EXISTING COMPOSITE HANGF�',5 AT 5+/- !.C.AND AS AS 4C)UIRED \ O V �� RAILING TO REMAIN REQUIRE".D AT TRA1492NIONS )YI•'PLYWOOD SPACERS: "-- I%+2:ELWLAR F,k;C.CAP,RIPPED - X:'REQUIRED • Z l o 1/2' TO FIT i PAINTED QV.R SELF _� 55 AD1!f MEMBRANE FLASHING G IO CELLUI;'R '` HE5 _ `± \ POST WRAP, INTED X 5 1/4° h N III f.€RVATIVE ED P.51.POST }— .,...-, \ .. — I X 81CriLLULAR P.V);.APRON,ILI -7 I/a• _ \--Lf KED MITER JOINT5, PAI NTE OVER I%':I BLOCKING - 1PED AT CORFIER5, EXISTING 51'AIR$/ - UIJE OF CELLULAR P.V.C. 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J, C(n N <,�' H J,h)WAIL ES `;CHt J..LI V,. NI \Ek ANI. it I' kl,;k ;C:PI Vt\ IA . ':I ANY -III-III I-E-III ,-'.!v',7RI1 1"\ - III. II-I II-11I {I III��I,� -I I rll c 1 C bLUMN..bil B7�SE SECTION/ TAIL •- V i . 1 PA"-I?= H i.\IF -HF FF= W9 T- \'II IVI\ H'I /:,.W^.PKII`.: ":A";I'"71.:F Ftl R T. ',.Fill'; _- a Anl S-10__I I ) ':N-I\T 'ST_MS.:t-<CT-NINI -�Tf1^JJ<_IAC M '\CN C IV LII I.jT A< r� - N"T LIMITC T '\,;1'=-C CI V-1-NI.'11N, W::I 1 VIN1 -\ IC -E 1111 t,N/Ai C. 1/CI -0" STAMP: BAY STREET c co p �O� c _ N I � pt C) Z 0a Lu U 8 N m � Z W I�I�I�I�IOL m — Q ® o � N LU U w %i Z N - m Q p2 m �BO0 O Q 2 LLJ w O O EXIST. NORTH; ; - U) LW CD COURTYARD STAIR f, U z GV CD �M- ! cv W/PROPOSED NEW EXISTING POOL „ z W O ROOF/ENCLOSURE, AND DECK L-u m Z Q �� ti C W Q cy S�Q Q = Lu U Cn � z mQjO � zcy) z dbl co CN z �w- }_ U w 0 0 EXISTING COURTYARD - TITLE: SITE LAYOUT PLAN EXIST.SOUTH EXISTING WEST COURTYARD STAIR W/ PARKING LOT PROPOSED NEW ROOF/ ENCLOSURE d .. 1 SCALE: 1" = 20-0" . EXISTING HOTEL LOBBY DATE ISSUED: 12.2.2019 REVISIONS EXIST.WEST PARKING LOT STAIR W/ Tt r Na. oesceanoo Dare F^il AN% PROPOSED NEW ROOF I.NT NIS7f:F}iv✓. ,i n. C;( r1^.i15 - DRAWN BY: SK/SW 7F 411: SITE LAYOUT PLAN DRAWING NO.: l = 20' 0" j SP. 1 e _ L STAMP: t LU In i� s,: T �'�, .� � z .............. W1171 w oa g H a m c SQZD U a _ 7 ... ................................................ — z LINE OP NEW ROOF ABOVE _ z gg i. 4 ,: ... ... , ..... 'z H w Z N ff 10'5QUARE CELLULAR P.V.C. £ , q.zR! v ......... .. ... .. ��' ;c ,i -.. O C n m WRAPPED COLUMN5,PAINTED - .... ......... - r-- ._ .. ...... 3 -------- . ...... ..... _ '' •. EXISTING STAIR TO REMAIN .._.. ................................ -- rS O G � n EXISTING PORCH AND GUARD - F:,:a ✓1f" •k3' a { s 'Yb'I eF� '��_ u� - - RAILS TO REMAIN } E ,F �y PROVIDE NEW CONTINUOUS „ "e E':':. ••1 """ HANDRAIL A5 REQUIRED BY CODE _ (BOTH 51DE53 W Q J O �, Fr `a � W ENLARGED FLOOR PLAN AT PARKING LOT SIDE STAIRS/PORCH �EX�EXISTING PORCH ROOF-PARKING LOT SIDE P PROPOSED PORCH ROOF_ PARKING LOT SIDE 0 Q W O 1/4" = 1' 0" 3" = 1' 0" U Z Lv Fes- CV Zw0 cn � w EXISTING BUILDING FACADE AND 1 w 0 Z ..... .. .... .. ,. ....T. .. T T 1 1 MAIN " A. i T...........f..:...:. .....t.. ............ .. ...-. .._................. 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" 1 ._t....... 1 _ A 1 T :1 x _ 7...... 7 x::_.:...:::::............. t L W - .1...... .1 .. 1 T r.. 1 ...1.......z......Y..... ....7 .: ...1........_........� 7 Y t .. ........... . ...... .. ...,.. ..... . .. f ... ..s............. 1 1 .1 x ` : .... 1 Y :T:: Y ..t.........t, a. a .......... " ., w „ wIt.l 11IT(Il(I ARCHITECTURAL ASPHALT ROOFING TO MATCH TITLE: FX15TING „ ( PROPOSED ,. SHINGLE ROO ..,.I X 4 OVER - ..:.--.- ,�P.V.C.RAKE BOARDS,PAINTED."-•- -„ :.:.,..•- ' T. .1 _ _- L PORCH ROOF ... ,'. ...., PARKING LOT SQUARE CELLULAR P.V.C. WRAPPED COLUMNS,PAINTED - E .: .,. _ .. , • SID _ _ I I .. ..: scALE: As indicated ...__........._... ............_ - _. _........_. u zoT ................................._... - _..................._ ,� .... —.. � `s � � I ......- � t IXISTING PORCH AND GUARD __—.........:.................................... ............... _._........._......._:___... �+�.: ... - ........__. k r. ..... Z /, - - RAILS TO REMAIN E _ _.__.. ....__............. ...._ _................_ .......... ..................... � �• _..._.....__. .... �` s' i.. �. ...__.... .... - DATE ISSUED: V GROOVE SIDING,PAINTED ,\ " _ „ REVISIONS D.. {s ._.... z i . - No. DesatlDt 2 Date 9 . F ........ ................ ........................... ............ . . li( 1 , ......... .. ..........:........ .................. ..................... ..._ .:............ .........l ...... - ...:. { ......... I ;�I Ik �."•� NEW CONTINUOUS ....._' ......... ............. .........._ PROVIDE .._ .. . ................ ..................... .............................. ............................................... .. .. ... ....... yi.a........ ....... .....:.......................................................... NANDRAIL A5 REQUIRED BY CODE q ................................._.._..................... ......_. ............................ . ...... .... ............. ............................. ...... ...._.. ....._ - ..... }I � ................. � � � � I III BOTH SIDES)_ _ f. <I� 2 r . ! ........_ ....... ..... ....... ..................... .............. ......._ ..................... ... ....__...._ d ....... ...........d _.............................. .................. ......................................... ._. - $a$¢ ........_.._........................._......................_.............................. ..............__........_._. ._................_........... ........_. ......................._ ..,„ .. ..._._ .. e' / 4 p i I Y y CELLULAR P V C LATTICE PAINTED.. K/SW f - � P DRAWN S x.. fix•. �y DRAWING CELLULAR P.M.C.WRAPPED - � COLUMNS,PAINTED IXISTINGPORCH AND.GUARD' - RAILS TO.REMAIN-PROVIDE NEW CONTINUOUS HANDRAIL AS ' Lt l�TOWN Or BA!5iv� A 1 1 g - REQUIRED BY CODE(BOTFI,SIDES) H�'ANMIS MAIN ST WATER,*F_OI 4Z 1 -/ \�-1 . 7 . a PROPOSED ELEVATION A PARKING LOT SIDE PROPOSED ELEVATION B-PARKING LOT SIDE EiSTORIC DISTRICT COtviMISSION 3/8 = 11_01L STAMP: NEW ENCLOSURE BUILT AROUND IX35TING 5TA P,5 - - IXISTING WOOD A FRAMED STAIR W COMPOSITE RAIUW; - 8,/0. TO REMAIN .i £. +W - Do , U c g r UI w O 8 y r . WAIXWAY — , JAN x ,. ,. . ,c. ,,._ ,..• -,.. r-•.. .:,,- / ram. �^"-'".`?'`.- y � �s,� x� � — r • ., � t tits IXISTING STEPS Z. WN OF :. rr -' - .: mQ xo :. ..:.' ..........:. e NEW ...... .... »,.. .x 12 Y (!k 0 .. ....., ....... (t ..... . ............ ... ............. ..: ......... ,....... "'�-IXISTING DECK. ..... ........................ .... ........... ............ : r 3 «, r� ,ss�x ............ .. ........ A..., .................................. ,.e....... .. ............... ......... .... .......... .... r- z .. ..._. ..... ....................... ,..... ., .. :'+ � � I'iV III k � �l :, w' +II'hl�l �I r =D w - -s Lu CD , PARTIAL FIRST FLOOR PLAN-SOUTH COURTYARD STAIR EXISTING STAIR ENCLOSURE AT SOUTH COURTYARD STAIR PROPOSED STAIR ENCLOSURE AT SOUTH COURTYARD STAIR O z O Of CN 1 1'/4" = 1' 0" EX 3 = l'-0" z w O � O uj < Q Lu jQ w _. — IXISTING ROOF - ... .. .. .. .. .. ... �� c,'� K� K� .... .. .... �. -i: .. .- :� - BEYOND ... ...... >. .. .. ..... ..._ � cn z ... _ — _.. CN a . �� Q — --- - — — ... - ASPHALT SHINGLE :...a., .,.. I.-._.., ... 1� .. ..: .. ..._. .: ROOFlNG ::.... S ..__<.. .. • .. .... .. .�.,- .. >.->. : ;�.=-' CELLULAR P.V.C.RAKE `.., .�.... ` w BOARDS,PAINTED i - - - 1 1 . .i L T. j T... I ... _ er ..... _ l...).i r)3,.).. I_1r... ....71..................11..................11.....:................_...;T,........:..r,........:;::ar ._.....-..._...._..... ...T....... TITLE: ........ .. - ... 1.....T...._r......T....._X...._T.......c _ 1. r ...T...............T.....-Y.......T..._.......... .. `'i .. PROPOSED CELLULAR.P.V.C.WRAPPED ... - - d BEAMS,PAINTED EX15TING DECK f RAIUNGSI �i - ._ COLUMNS COURTYARD' ip SOUTH STAIR, ;, �.. .;..... )....{. ni 3 E r ... .., i IS r ,:;:::- IXISTING WOOD FRAMED ENCLOSURE i :. ::: CELLULAR P.V.C..WRAPPED n 3 1-: i.... ,..,t... ..STAIRS W/COMP051TE ^: ,�.....::. .. .... ....,..,. ,...... .. .�...,. _ :3.. ....... .._, ,..... � �,.. BEAMS,PAINTEDqg[# i ( RAILIN65 TO REMAIN: . .: I ...,...- a 11. SCALE: 'As Indicated ...... )'d CELLULAR P.V.C.WRAPPED DATE ISSUED:;. ' .•-�:: II i E '( .' - 12' .. COLUMNS,PAINTED 3 3 3 l...,1.:.... _l.. I._I...1..3._S r.. ': ,E ,E 13 .g j'r.'.r.. t'r r�,; f -...... . . ,2.2019 . IXISTING STEPS AND FIALF WALL W/IIARDIE SHINGLE WALKWAY .. .LL,:•. ,i. i 1 ..,: - : 1_.i.1...1..E ,_'..I l._1....1.i ._!. Ip ;L� REVISIONS. t 51DING(TO MATCH.EXISTING) C.CAP, "" Date C .1:,......,; I: y— ......:..........i.,. ,_!.1._(I 1, l .._�_,. 11 _:....L........, ..(, AND CELLULAR P V P. . ( i<E I N' [:;., PAINTED �Y�._ ,�..'." . EXISTING DECK 6 RAILINGS .... ....,..., ._.. �, ..-,... < , I? �-.—��.:, ,.......,. 3 - .. :. ,,..-. 1 a �._...:.. _:,.�,............ .. ..—...:.:..:_.. y A i HALF WALL W/MAR DIE SHINGLE a .... ...: -.`I. ........' ... ... 2, .. ..:rt. SIDING(TO MATCH EX15TING). - :::: .. T ; : 1 lr E :L. i...,c.,. :... k • AND'CELLUTAR P.V:C.CAP, j L.). C ,..I. i 1 H.,...,...:..... ....!.. :. :. ... .. PAINTED'. 1 7 ,:.... I lI(11 la 1Ai i^ ..€r?, L l.. L.J.f. I �_. ....,.. -�. tt,, -. I.. )71 r .. I ....... ..._.... .... i i E r E )� ll [ I E i t E r L�� - .. �, . . _;. •. ... ...._;....•.. :. ..,.....,�....... !..E...... 1 !..E: ,r- I " ,, 1T �T I HYANNf SY'iJ li MA1N �t . ^- '3 ?.C l..r ::.. HISTC?F?i%D1$TIZIC:i'Gt;,'vin DRAWN BY: sw _E IXISTING STEPS I X B CELWIAR P.V.C.CORNER - - _ DRAWING NO.: ' - BOARDS/TRIM BOARDS,PAINTED I. A PROPOSED ELEVATION A-SOUTH COURTYARD STAIR n PROPOSED ELEVATION B-'SOUTH COURTYARD STAIR ' ` 3/8" = 1' 0" 3/8" = 1'-0" )