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Home My WebLink About52313-Z rr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52313 Date: 10/03/2025 Permission is hereby granted to: Gil Ben-Ami 1635 Ridgeway Dr Hewlett, NY 11557 To: Demolish existing foundation,pond and decking and construct a new two-story single-family dwelling to include a walk out basement, HVAC system, elevator,trellis,screened porch and decking as per Trustees, DEC non-jurisdiction,and SCHD approvals. Premises Located at: 1800 Hyatt Rd, Southold, NY 11971 SCTM# 50.-1-4 Pursuant to application dated 08/19/202S and approved by the Building Inspector. To expire on 10/03/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $3,684.50 CO Single Family Dwelling-New $100.00 Total $3,784.50 Building Inspector r r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-95021ttt s:H'www.southoldtownp 2v Date Received APPLICATION FOR BUILDING PERMIT C� E u . For Office Use Only o 4 . u PERMIT NO. Building lnslpecton .�r Building Applications and forms must be filled out in their entirety.Incomplete "owr �f applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. i Date: OWNER(S)OF PROPERTY: Name: Gil Ben-Ami &Tracy Ben-Ami SCTM# 1000- 1000-50-1-4 Project Address: 1800 Hyatt Road, Southold, NY 11971 Phone#: 516-297-4632 Email: gilbenami6l @me.com Mailing Address: 1635 Ridgeway Drive, Hewlett, NY 11557 CONTACT PERSON: Name: Lisa Poyer, Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644 5998 Email: lisa@twinforkspermits.com DESIGN PROFESSIONAL INFORMATION: Name: Brian Shore, Architect Mailing Address: 90 Forest Ave., Locust Valley, NY 11560 Phone#: 516-671-7230 Email: bshore@optonline.net CONTRACTOR INFORMATION: Name: North Fork Woodworks, Inc. SC# 44' q�? Mailing Address: PO Box 1407 810 Traveler Street, Southold, New York 11971 Phone#: 631-298-7900 Email: rachel@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence, vacant Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes CXNo IF YES, PROVIDE A COPY. oheck,Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Gil Ben-Ami ❑Authorized Agent ®Owner Signature of Applicant: �� Date: ��- STATE OF NEW YORK) SS: COUNTY OF fib S cL u Gil Ben-Ami being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner of the subject property (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of A %i 4 ws ,20 9- Notary otar Public e ALISON TAWIL III RE':IIITOWNER U"T HORIZATION NOWY Public-State of New York No.02TAB036362 (Where the applicant is not the owner) f Melified In Nassau County COMMI In Expires 05/07/2028 I, Gil Ben-Ami residing at 1635 Ridgeway Ridgeyvay Drive, Hewlett, NY 11557 do hereby authorize Lisa Poyer, Twin Forks Permits to apply on my behalf to the Town of Southold Building Department for approval as described herein. �/�► �zazs Owner's Signature Date ueri -AI-vu Print Owner's Name 2 Albert J. Krup ski, Jr. OFIr STORNMA\T]ER SUPERVISOR MA\NA\G1El\\l[]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 M '� ,✓ 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: 1<e4 Date: Contact Information: (G.Mail&Telephone Numb") 0f 9 Property Address / Location of Construction Site: of #� S.C.T.M. 1000 District 50 L-1 Section Block Lot R TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S., Permi is Required ! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E,S.Permit is Required! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit, ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Eaineering Department Prior to Issuance of a Building Permit. Reviewed By: Date: �! FORM 4 SMCP-TOS December 2024 „ �� cc t//.� / ecl � /Z s BOAR OF SOETHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10807 DATE: JE E 11 2025 ISSUED TO: +GALL__& MCY DEN-AMl I PROPERTY ADDRESS: 1800 HYA'L"T ROAD ROAD2 SOUTIIOLD SCTM# 1000»50-1-4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Lune 11,225,and in consideration of application fee in the sum of$1,250.00 paid by it l"r c Ben- i_and subject to the Terms and Conditions as stated an the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing partial foundation,removal/abandonment of existing sanitary system, remove existing asphalt driveway,demolish existing 188sq.ft. wooden deck,existing rock wall and existing 101sq.ft. pond; construct a new 1,714sq.ft. two-story dwelling with walk-out basement and a landward 683sq.ft. garage in the basement,41sq.ft.second floor bay window,311sq.ft.west side decking; 181sq.ft. screened in porch,244sq.ft. front covered porch; 469sq.ft. lower level patio; 125sq.ft. trellis; install an IJA septic system; install a stormwater dt ainage system; construct three(3) retaining walls consisting of one 84' long wall with lop of wall elevation at 68' and bottom of wall elevation at 60.51; one 91' long wall with top of wail elevation at 61.5' and bottom of wall elevation at 57.51; one 97' long wall.with top of wall elevation at 66.5' and bottom of wall elevation at 60.5'; and to estgl{4sh and perpetually m9tttain a 25' non-turf buffer planted with native species laR4ward,of tup of bluff; plant with native species between retaining walls; all as depicted on the site plan prepared by Young& Associates,received on June 27,2025,and stamped alitroved on July 2,2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. c Glenn Goldsmith,.President Town Hall Annex "�► 54375 Route 25 A.Nicholas Krupski,Vice President ' P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly r Telephone(631) 765-1892 Elizabeth Peeples ► , Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 2, 2025 Twin Forks Permits 288 East Montauk Highway Hampton Bays, NY 11946 RE: GIL &TRACY BEN-AMI 1800 HYATT ROAD, SOUTHOLD SCTM# 1000-50-1-4 Dear Ms. Poyer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 11, 2025 regarding the above matter: WHEREAS, Twin Forks Permits on behalf of GIL&TRACY BEN-AMI applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 12, 2025, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 11, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as,proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of GIL&TRACY BEN-AMI to demolish existing partial foundation, removaVabandonment of existing sanitary system, remove existing asphalt driveway, demolish existing 18sq.ft.wooden deck, existing rock wall and existing 101 sq.ft. pond; construct a new 1,714sq,ft. two-story dwelling with walkout basement and a landward 683sq,ft. garage in the basement, 41sq.ft. second floor bay window, 311sq.ft. west side decking; 181sq.ft. screened in porch, 244sq,.ft.front covered porch,; 460sq.ft. lower level patio; 125sq.ft. trellis; install an I/A septic system; install a stormwater drainage system; construct three (3) retaining walls consisting of one 84' long wall with top of wall elevation at 68',and bottom of wall elevation at 60.5; one 91' long wall with top of wall elevation at 611.5' and bottom of wall elevation at 57.5'; one 97' long wall with top of wall elevation at 66.5' and bottom of wall elevation at 605; and to establish and perpetually maintain a 25' non-turf buffer planted with native species landward of top of bluff; plant with native species between retaining wails; all as depicted on the site plan prepared by Young &Associates, received on June 27, 2025, and stamped approved on July 2, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees 1 S .-D-- TRUS OUTHOL. TEES No. logo' Issued To ��► +T�oc� t�►cM A�►: Date Address.. 1�oo N�a� Roo a►, so��rti.o%d THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE JOWN OF SOUTHOI.D SOUTHOLD; N.Y. 11971 TEL.: 765.1892 - NOTES FOR A— RN ,Nwa Yank 11 ,111 yy��77 ABANDONMENT OF SANITARY STRUCTURES HEALTH DEPARTMENT USE � e®1.sDi.Tai ram.esl.-ra-r.aaa itANd-IEA D AEs-§E§iW —FWAdE1 1 (}L� /�,�{•(�(1 erw ccm WA 5i-S BY At=;%WA`�"€a NAIL-� 'S4&:3R`To,s _SSA leITu 3SBAReE==,.a+i'krRAS$L MATERIAm,A• - Y F3a5 A53T. - og Pt Tom.L prntI§I5�T4e3YSTEM§A'h�#iUAiA �r 4 _ � �sAL _,� S€WArl WW54th,A aC:�;$V0 H ku TveP-47ME. g, rh s�'�,i�. - m^'WU W i}ITAIR E_AND A- cRAi'�L.MATS°,L.A.� s' � - DATA AREA=40,3345Q.FT. IT r Tom= 40.'"AFT€D-`Fib FUR` .� IP tU "" �3 #3 CYd€€_pAsED I { - NTF WA OP Tw£A DATUM INI =NGY@iRee r._ Y , T ic53G3S "08"TO GROUNDWATER IN AREA OF IEAORV6NOOLS =58 FT [L - 6€ Y.'TZi S,gWA DL §L�4L§.fa's r •NUMBER OF BEDROOMS(DESIA4 EQWAL`M =4 } _. - _ itf € 4YZ�FM.rsiAl.iSS'$cT2'iE4$i "hid €D3E..i': - Lit 13 Z ii;'h' AST.TdO:S'A'=ED CA ARTA+k iT MIMMUM REQUIRED LA OMITS CAPACIPY =440 GAL ON Tt$ TO€LTG LT C.'� 3 '$$9i 8� A=SEWS £ JUN 27 2UZ5 DISTRICTS.THE APPROPRIATE MUMCBAL AGENICY WITH SURLSD=ON •FROViDED VA OMITS CAPACITY =440 GAL SHOIRD ALSO BE CONTACTED. '1€AO §Y§TEM =400 SPSWA _ I - PROPOSED LOT COVERAGE Vmkm aE& =4WSFSWA BUIIAABLEAREA � 325F Q #- ALLOWABLE LOT COV&AG 21,B E =20x EARTHWORK VOLUMES HOUSE A GARAGE -2.4375E _ J REAR D FRONTPCK 2905E 244 SF TOTAL VOLUME OF CUT -4BB a 0 REARPATIO =2TE 5F 'TOTAL VOLUME OF FILL =4B LY SCREEN PORCH =2645F 'TOTAL EARTHWORK VOLUME =439N(GJS) TOTAL ¢3,424 SF ` o l CovmnS ENGINEER'S CERTIFICATION -024 2i v D � i g ,.� SF/ .BT 5F -15bx •ICY T2�'3HA4 R�`R'A S€ V(u`IA A Oi :AL A. 91 /€ +i` `£ tuAv sfy C :. ,• SITE AND 6ROUNDWATER ODMIT`.IONS ALL=Ac.L.-.. 3 CONFORMTO TV-* WO�M D�IARTMEHT CONSTRUCTION STANDARDS$J€ 4T 1OF STORV j FARAD€ Lt/ e t c f €ate m tOTVAkowYO-6s.v�L�.�.a f z TE A'a URVEYOR'S CER =F:. �t .:. o ^ CERTIFYTO OIL MEN-AR9f'FA p'- APPROVED BY a z _ - �i '' —PREPARED . Ok "WTMINE OF =cf+1 €A n:: *g`z �r ''- ADOPTED f&EWYOW3 eASIOC r- BOARD OF 7 RUSTEES 4 —� IV TOWN OF.SOUTHOLD DATE �� - �" 4 � ��v � & r = a J eawrPn r rcr mow._ < .� � � � '%�c a�i _ _. o SURVEY FOR ' u - #x GIL BEN-AMI ' - at Southold,Town of Southold TEST HOLE NOTES \` Suffolk County,New York aa�:ap was 1.Tl E OAM 5HALL h900EL MAM 5Y ` 1 <. _.. ACTTON 13UIL.DIN6PERMIT SURVEY `� a (} enaeea;r+w+ a.THE DESfS E INISEK HYDRO-A MOM TA,1V, - f� AN &,DNS TATIbTS THE !( , wwoSp T.M� a"o-t.I s�taa 50 Bona 01 aet $ an' 145TALLATION OF THE OWT`a AHD LEACNINS 5Y5MM. E AL FROM ALL TiFEE PRIOR Ta KFILL. /T ( gB MAP MAP Flab SURVEY COMPLETED MTMAYY 101,�2 U%R 5.THE 5YST, START UN AB.L U. ER TPE i s _ v) `v as DIRECT SUPERvIsION aF A ACTION 'iATir {I z t Record of Revisions vH.W 4_Ak EXECUTED TiON AND WW LE T x;:uT€vz�ss DATE EE THE K41 PKO 10 R AND TY O eas .6va` K*T BE W3H7rW TO TE`FFFOLK COLPITY DEFARTP�,OF H=4LTH SmR CE5{SCDt cU PRIOR TO AL OF TM i/A r � _ A Y OWP3 RF:5 Or TI ON BY LK IN RDA7dC.E rBTH r _ 4 - F tttiH ARTICLE iq OF TV=SUFFOLK SANITARY j Wqa F 1D] 9 IZ to � a calla . a. earn-'C: JUN 27 203 W - AwP 3 Scale:1"_ sw D.se 308 NO.2022-0084 DWG.2m6_W W zoz2_00e1.pp3 Y OF 3 --. - *400 O®MandefAv ,RNorPiaaai Nory Yark 11901 651.12T.2305 fax.651.YSd0144 -K CAP BYrm'�N FROM ANY 05,�TUP-TlT ' '9 ckS�Ott #4� STD Pam= V—I It FRAP,C HOLSE `` ' KlI SAFETY LIM TOPS- ..ha 6 S l FVA,BY"Pill-nTe OR Ci'1 - P #� HEALTH DEPARTMENT USE LEVEL FACE Or ®55P [ a SANITAMr NOTE5 6 k m « I 'dwi°11Mer xm "W` 4.a0 eu.CAPACITY vA owes l "I NIDL.AN400 WF,BY HY AcVcN ravmrsr w.• c H vans V�ML POR 4 - 'roxr¢res�arrcuwam J€ 3 Cam- 9fwLL�NAVY AftY rRa+nc EEC FPOaY.n. [ -_ or 5� Metar ewwrm m�w ndaMa9 � �� ` r+.ww+atsrA a mat nrrsm mianx m Tar a SANY YEA POOL n�ef I sLroMewst tauter. s rh oP ctx4V sxo. axxt savx w rmmsw a taut caun H� 6 T Wq �•�� fv -. a o�c-wvwreaa rcn tecclwa�.%rwr reemnre A � F� s� mO o tar 6di0 A v1aelN emwrwaam®swwva M eoncw a rte Poa... �y L HYDRAULIC PROFILE ---------J U `' A LZ WS 27j"20 B—d o€T 17-1 t , ENGINEER'S CE11TIFICA710N .., DED;GA'PFD 5113rY-}$' € 4N_€3rt£-�saS1t 'r511te^sL #}' SREAKM - 3 �' I � f °• "' p � ON STANDARDS IN EFFECT AS OFT � +� ' a Ha WARD W.1..N.YS.LS,N0.49693n -ACnDN 11 i,� L 0r THOMAS C WO1PERT,N.YS PE.NO.61483 q4' pzLtW P DOU6LAS E.ADAMS,N.Y.5..PE.NO.60897 - I. OC M-WTI ICAL ONE-LINE DIA6RAM SURVEY FOR ..- - SCALE,P719 ° GIL BEN-AMI i at Southold,Town of Southold M { I T, PLC ca Suffolk County,New York F+F?10TE €; A..�. ' 1 BUILDI46 PERMIT SURVEY a IRV T. Y — 50 01 Lot 4 MAY X,W. PAD MAP BARED mMA.k7ED M11Y 111,2022 j � Record of Revisions I I { T1 DATE • PRE A T /—w 4W * 9 'T.aus(4i3 a TA?tlt LWMFL6NC SiAYDA� _. .. - ` - # E "$ $ €# g X Rc-9flGuanaw au c�PLETt %lzt a ' a o AIR LINE Wawa wt rlAhnRer WMPI£TE j W. zH.ak'9 etiolf AN400 245 NITROGEN REDUCTION SY5TEM CONTROL PANEL t 5LOHM Smle:as shown ,POB Wes,NM T08 NO.16-O0�88 ++III Dw6.a016_a0D3-0a'r` 2 OF 3 _— n ysF,mrc� � 400 a7etr�t9mr Aveme®,fWe 'Aeva Ya^k 11�07 €a� �[- � � ts1.531.Y2Y Part.631.'t2°P.OI^t4 I ye:�.��g€� � r� amnk[®yowgen4keaartlrgdam �� ik5�4tlAfQ� I: d £-a's- INe�e`NauEz - / PROVIDE EROSION - - ' CONTROL SILT [ (' FENCING '_ _ LINE OF CLEARING. TYPICAL F:EINF9RGm GONGRETE F2ETAININ6 WALL '/ / / t �� GRADING G GROUND _ / i o 'DISTURBANCE � �` t}/ �''t >h F� (14,253 SF) _ Dn27�!03F ' � 1t' 1' #3� _ EXISTING WOOD I i CY 1 s v/ �� / DECK,ROCK WALL PROPOSED LOCATION �&POND TO BE � to Ha DEMOLISHED 7 `� 2 STORY FRAME HOUSE PaE GARAGE-(4 BEDROOM) lv 43 Hi ARAE - - ENGINEER'S CERTIFICATION SP BASEMENT EL=61.00 FIRST FLOOR EL=71.00 J e we t, / ° LbDRADC. OLPERT,RY PE_NO. .614M e3 } ' k !�� J y ,; < _ -. ! `--. f DHOMAS C.WOLPERP.N.YSP NO.80897 9 - /I ' �i �•t. OOU6LA5 E ADAAIS,NYS.Pk.N0.80847 fq'\ 0 ` § q Sel ".;T" ; SURVEY FOR y` f ,ti `` 7 j '`t GIL BEN-AMI 'S1.�� at Southold,Town of Southold f s c I i 1a 5" ' t Pm' FOUNDATION TO v �� Suffolk County,New York t � tit DEMOLISHED z sas Bs; I f TREES TO BUILDING PERAAI f SURVEY 159, ft > REMAIN ASPHALT _ Ln, 3 DRIVEWAY TO BE HSE _ - , O FM.0sURVEY u� a,v�,! u�, 50 a�04 4 REMOVED mxnkiEu a'�PrsY i9; II Record of Revisions bATE f } I .t aoerw.mzame9 OWb.2U16 0003�a22_W64ypi 3 OF 3 I B K g ❑ .rii El i t S - a—� �E H,r 0 p r it 11 it it s r` I 1'`r . 0 0 . . _. 0, U00 C3 (D* *(D .-- PROPERTY LL-E Worrtr.o i n Mg Male W¢W 1a11eYB1i TPflIYff M SIB F41�IWR LANDSCAPE SCF2EENINCs PLAN OTY. 50TANICALNAhE COMIGNNNE 517E ROOT SPACIWs rm.o wt.w wwnr m 7 P"STROHUS UMITE PINE 4-5'HT. 545 10 OL. ` ws rwrt. SCALE W'•1'i y DRAW BY Ja 3 ILEX OPAGA AINERICAN HOLLY 4-5'HT. 545 VOL, € DATE 15' z REV. r# - REV. REV. 41 MORELLA NORTHERN 3 GAL. CONT. 4'OL. PENSLYVANICA BAYBERRY 35 ONOUEA SeGATIVE I GAL. CONT. Y OL. SEN5151LI5 FERN 0 F NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03661 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT October 1612198- Wade Guyton Sigurdsson Baldur, LLC 167 Bowrey, 4th Floor New York, NY 10002 Re: Application#1-4738-04638100001 Sigurdsson Baldur, LLC Property—1800 Hyatt Road, Southold, NY 11971 SUM# 1000-50-1-4 Dear Mr. Guyton; Based on the information you submitted the Department of Environmental Conservation has determined that: The property landward of the line labeled "Top of Bluff'as shown on the survey prepared by Young &Young,last revised on 811312018, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, no permit Is required for work landward of this line. Be advised, no construction, sedimentation,-or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions _may-include.maintaining-adequate_work-area_betw-eer-the_jurisdictional_boundary_and._y_our._ _ project(i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hate bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, R r Evans R 9 nal Permit Administrator cc: Suffolk Environmental BMHP File N!&YORtt Depaittiment of � � , errW� 1nvlronrt"ttatrla( ' onsetvatfoon F,x smga tiiax®,adg 1>s'F t;•dr YAt xx a NCIN,Na V n¢x[•reoi rrxll[CYexnw ux(I nnlwa wow rutty rw,MxNnry lrlt t[ II•KM[ Mt ru A Nlp•ruNox MD N[,Nt 0[Ua010 ttlMUW rxwnry ux Iq IMCnM V I[xal 1+1 erNa q MI xuxHr uN xol NM W Mt lN•iP" 9k..� ird�.43'x f•4 al x tP•eM[o 10•[A vli0 a'e1 It)etxrciv.m, cpgr��BL+r t m4 s{.a iS xS h I�•xd€mt WHY ie N[rM[0 xxx w w•xM•V to R[ant o•VMn ax rL.KKxor u•tlxal0 xxniunW NR a xm to 1M xuw[n a M{ttxexr mrnm,px S•NKxnwr M[H01 IxM VUML to xo• N x1eNAax p Wa[Wl.t ow l l lx[l%.Mx a ruK InA•rnc IN id-,i� �W:s4��rh ML lxow frtul t•orvnxw•Mo a rN,W rr0u On4xl _ 400(fry'A"".: - .Yvassi Y �N f W.WM72-10S fax-B[4 T'`°FINIBNED FLOORS ELEVATION TO BE SITE DATA VERIFIED BY ARCHITECT ---AREA•40,9 owns 4 Doug94 90.FT. • VERTICAL DATUM •N.A.V.DATUM NEW W.Y-,. Land 9urV•yor ?4 Tnorrla•a#fi t,Pra aeelonOl Engl"Or I� 12"glas B.AQ ,vmW.I.W1 Engh w ,/oJ / // - Robert G,TOet,Mchlt.ct / HEALTH DEPARTMENT USE TUB a / A r' d 6 ! /' 1 / > • /� tao / •,� o'� o' SURVEYOR'S CERTIFICATION LP- 4 .gg, r t %SmSs OCI tTrFrFERARE To Ix 4 F ADDOuDNN ri Tpm s ra r z FRACT14�raft T1 tom+Y TTA RATION t "� z F 0 4. TE5T HOLE ' `' ' )Q n Yam,t. Ls.NO.saes BY WPONAL 6EOSCIeNCE g DATE,oe/Dane or ' SURVEY FOR EL•Sa.B O.O' o OAM WADE GUYTON INC. as �,I at Southold,Town of Southold BRO�LAr r�`tie�//n� \ O i Suffolk County,Now York 6'o BUILDING PERMIT SURVEY6'o' �t CLAYEY SAND WI TH&RAVEL .\ 1 �ry County Tax Map ow,-1000 aaae 50 exxx OI let 4 IN LAYSlilz ERS LOT COVERAGE r - FIELD SURVEY COMPLETED FES.lo,20Nb EL•2 B STA' /\ i \ MAP PREPARED Oc` OI FW.II,201b WATER IN \ 6 RflVL4it &POD PROPOSED 4 C -4.2% / \ ' a 9 RECORD OF REVISIONS DATE 9VEL AND MA K WITTH HOUSE = I,112 50.FL - �4,welt, ToO, TERRACE - 962 50.FT. =2.4% wa o-iae WATER IN POOL -600 50.FT. - 1.1% 'elf _ y. !' `4'c� -. _ BROHN FINE ASPHALT DRIVEWAY - 1,660 50.FT. -4.1% To COARSE AND o _ TOTAL=5,022 50.FT. - 12.4% •' So..__ o zs z IOC lems T6.0' MISFSST EXPECTED / Ate, scab, 1°• 50" 6W EL zA / c �[ JOB NO. 0000 ( € DWG.2016_06-0 009Jap12 OF 2 13•MONUMENT BET 8•MONUMENT FOUND A.STAKE SET A•STAKE FOUND UTILITY POLE :WAGE AND SUFFOLIC COUNTY DEPARTMENT OFHEALTH SERVICES PERMIT Fop, APPROVAL OF CONSTRUCTION FOR i SINGLE FAMILY RESIDENCE ONLY L B )RE(S), DATE 8/12/25 F . ._R221582 . ___... APPROVE. . � � x � $� .� a W. Al FOR Axlnnunn OF 4 Ifi��u�i��(��ii�� TED m �.�-° - * DATUM EXPIRES THREE YEARS FROM DATE OF APPROVAL * DEPTH TO GROUNDWATEF * NUMBER OF BEDROOMS(C IGN LENT * MINIMUM REQUIRED I/A ER * PROVIDED I/A OWTS CAN _ PROPOSED LOT COVERAGE * LEACHING SYSTEM REQU] * LEACHING SYSTEM PROM fessionai's Certification Required.----] BUILDABLE AREA = 21,831 SF P.E.or R.A.Certification for the ALLOWABLE LOT COVERAGE =20% EAR nstruction of the Sewage Disposal System Use Form WW -073 HOUSE dt GARAGE =2,437 SF __ mm FRONT PORCH =244 SF * TOTAL VOLUME OF CUT REAR DECK =3115E SCREEN PORCH =1815E * TOTAL VOLUME OF FILL * TOTAL EARTHWORK VOLU TOTAL = 3,173 SF COVERAGE )SION 3,173 SF/21,831 SF =14.5% ENGINE T WELL A LATERAL _.._._. . "I HEREBY CERTIFY THAT TI- gR1W. ' SHOWN ON FINALU SYSTEM(5)FOR THIS PROJE( ROUND DIRECTION.BASED UPON A C E APPROX LOC. -• � �- � �" SITE AND GROUNDWATER CC OF SANITARr� ra 6 a�a�cted CONFORM TO THE SUFFOLK SYSTEM OOD ffgjk r'`�'-n(`�� `' i CONSTRUCTION STANDARD! v 2 STORY FRAME HOUSE advance, xh.d 54,ns echooun as mm PROPOSED LOCATION ®,t®acFa®dole:reap®cti®n(a), Au, I &GARAGE( BEDROOM f.J GARAGE EL=60.50 40F BASEMENT EL=61.00 Grp 0 V == FIRST FLOOR EL-71.00 8� R HOWARD W.YOUNG,N.Y.S.L. THOMAS C.WOLPERT,N.Y.S.i ,� A DOUGLAS E.ADAMS,N.Y.S.P.l s PROPOSED 705 WATER 3 ' SERVICE SURVEY a TMryN *WE HEREBY CERTIFY TO G PREPARED IN ACCORDANCE A ADOPTED BY THE NEW YORK i SURVEYORS. r � Q s HOWARD W.YOUNG,N. . L.: DANIEL A.WEAVER,N.Y.S.L.5 ofloon oq P RAI �R e ;T k'411 k'qi. ;w �. ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO ETOSTINO STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3J COPIES OF THIS 5UMY MN'NI —mv 3 ILY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LDMO INSTITUTION,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(I NOTES FOR ABANDONMENT OF SANITARY STRUCTURES HEALTH DEPARTMENT USE ABANDONMENT IN-PLACE EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE - WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE STRUCTURE(S),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND SUFFOLK COUNTY DEPARTMENT OF H EALTh I PROPERLY COMPACTING. PERMIT FOR APPROVAL OF OONSTRUCTIC ABANDONMENT BY REMOVAL SINGLE FAMILY RESIDENCE ONL) ; EXISTING SYSTEMS MAY AL50 BE ABANDONED BY REMOVING ALL RESIDUAL I SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE STRUCTURE(S), BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY COMPACTING. DATE- THE .- .5 F R ABANDONMENT OF SEWER PIPING THE ASSOCIATED SEINER PIPING.SHALL BE CUT AND CAPPED AS A MEANS OF APPROVED ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED FOR MAXIMUM OF 4 — BEU- IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. EXPIRES THREE YEARS FROM DATE OF CERTIFICATION REQUIRED g THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER IN-PLACE,OR BY REMOVAL,MUST BE CER ED BY EITHER A LICENSED DESIGN PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT ON THE PERMIT TO CONSTRUCT;FOR PROTECTS SERVED BY MUNICIPAL SEWER DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BE CONTACTED. PROPOSED LOT COV {/ Design Professional's Certification Required. BUILDABLE AREA { Submit P.E.or R.A.Certification for the ALLOWABLE LOT COVERAGE { / { Installation and Construction of the Sewage Disposal System HOUSE&GARAGE { / Use Form WWM-073 [ FRONT PORCH REAR DECK t / SCREEN PORCH I ` A' ,[* t�,r� TOTAL //� ' {'/( /{ ' i / r ✓' /fr COVERAGE 3,173 SF/21,831 SF PROVIDE EROSION _— CONTROL SILT FENCING WELL AND LAT'ERAI { // 1 // l { / { / t { LINE OF CLEARING. SHOWN ON FINAL S. DISTURBANCE UND APPROX.LOC.9 (14,253 SF) OF SANITARY 34- tat�Y tiT)e 1 I �Yi SYSTEM / - m k uT� De t.of- EXISTING � / r r4 WOOD € It r-ET3 , r { DECK,ROCK WALL ^ PROPOSED LOCATION _ DEMOLISHED � 2 STORY FRAME HOUSE &GARAGE A BE DOOM f GARAGE EL=60.50 BASEMENT EL=61.00 / � / ' ' • °. � � � � / , = � � FIRST FLOOR EL=71.00 / r l t t jam{ �r/ 4t, l 1 r g PROPOSED WATER 3 SERVICE EX.SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH THE SCDHS STANDARDS FOUNDATION TO BE DEMOLISHEDIR { Y � �ry � 8 { 1��V��ED ASPHALT 159' DRIVEWAY TO BE ,,T)r REMOVED IVI 0 � D O I > ENT W0///n9J `\ 0 L \ APPROX.LOC. \ OF SANITARY O I \ SYSTEM MALL BE MODEL AN400 MANUFACTURED BY o )N 4 ER61NEEK HYDRO-ACTION REPRE ENTATIVE, aEPRE ENTATIVE SHALL OE35ERVE THE . OF THE OWTS AND L.EA6HIN6 SYSTEM. ZOM ALL THREE PRIOR TO BAGKFILL. \ ° AZZ [ START JF' WILL BE COMPLETED UNDER THE KVISIO OF A HYDRO-ACTION REPRESENTATIVE. { 9J o 0 { 0Z ED OPERATION ANO t-IAINTENAiCE OONTR N4TT ep tee,. \ MAiNTENANt--E PROVIDER ANT? PROPERTY O - 8 ,11TTED TO THE SUFFOLK COUNTY DEPARTMENT OF {/ e TOE (SODH5) PRIOR TO APPROVAL OF THE I/A , RATION BY THE 50DH ICI AOGORDANGE NTH y F THE EFFOLK COUNTY SANITARY CODE. ° k'� TO VERIFY FINISHED FLOOR ELEVATION(5). SEE ATTACHED S GRADING PLAN AI ��— 5 CKS 50 — I -� L IT44 I' 'Ti F�k r J /—V A/- ............................................... ---------- ........................................ ................ ............ (P -- --------- --------------*-"*--------------------------------- ... ......................................... ........... .... ................................. ... ............... . . ........ . ......... ............... If ........... . ............ fill IIII fill 111_1 IIH It . ,.": ............... .... ...... ....... : 1.1w I'l L I 1.4 W 1.1 W,I 1 11 11 11 p t] �j 11 1.1 11 I'l H if 1 Al :—------.......... --------------------------------------------- ........................ ..................................... womw LU 77:1 L-7- ................. ............ Ix IF .. ......... . i 7, 7 777 ---------- IS F, L ---------- ................. 73 ....................... ..... _ Lid. _ v ------------- 2 a IL A Ir ARCitty,T V2�_ A Ili 1 HYATIPwl'" RU'&*v'1*ft' TH011 97d OqF T. ---------j NO. iq Of The Project Directory : Index of Drawings : Vicinity Map : N. T. S. A' Sheet No. BRIAN SHORE , ARCHITECT 1 of 34 Cover Sheet 1800 H*rATT Architect 2 of 34 Zoning Data Climate Data 1 Plumbing Riser Diagram Rescheck + General Notes ROAD 90 Forest Avenue 3 of 34 Data For Determinin Height & Stories For Building 9 -SA 4 of 34 Foundation Plan U E Locust Valley, New York, 11560 SA 5 of 34 Lower Level Plan ib",S 6 of 34 First Floor Plan O 516.671.7230 Tel. V 7 of 34 Second Floor Plan bshore@optonline.net 8 of 34 Roof Plan 5.1 'We IT IS A VIOLATION OF LAW IM FOR ANY PERSON, UNLESS East Elevation X 9 of 34 ACTING UNDER THE DIRECTION OF THE 10 of 34 South Elevation TOWN OF SOUTHOLD 11 of 34 West Elevation ARCHITECT, TO ALTER THIS 12 DOCUMENT. Town Hall 'I"',NOW H o r t o n t,4 e� 1.2 of 34 North Elevation OR/f/hN. V a Fg r P 53095 Main Road, Box 1179 THESE PLANS ARE AN (K 13 of 34 Building Sections 'A' / ' B ' p -ne ia a rt INSTRUMENT OF SERVICE Southold, New York 11971 14 of 34 Building Sections ' C ' / ' D ' . ..... AND ARE THE PROPERTY OF THE ARCHITECT, 15 of 34 Lower Level Electrical + Reflected Ceiling Plan Light Fixture Schedule Al INFRINGEMENTS WILL BE Building Department 16 of 34 First Floor Electrical + Reflected Ceiling Plan PROSECUTED. 631. 765. 1802 Tel. 17 of 34 Second Floor Electrical + Reflected Ceiling Plan IF2 ".: CONTRACTORS SHALL VERIFY ALL CONDITIONS AND southoldtown.northfork.net 18 of 34 Door Schedule Interior Trim Details 5p 19 of 34 Lower Level Finish + Trim Plan MEASUREMENTS IN THE FIELD �j 20 of 34 First Floor Finish + Trim Plan AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF YOUNG & YOUNG 21 of 34 Second Floor Finish + Trim Plan WORK NO ALLOWANCES 22 of 34 Mudroom Elevations Powder Room Elevations ...... SHALL BE MADE IN BEHALF Land Surveyors OF THE CONTRACTOR FOR 23 of 34 Bath No. 1 Elevations Plumbing Fixture Schedule ANY ERROR OR NEGLECT ON 400 Ostrander Avenue HIS PART. Bath No. 2 Elevations 24 of 34 Riverhead, New York, 11901 25 of 34 Primary Bathroom Elevations Llu,�jrzrs-. Corg-nec-i ions SCALE N.T.S. C o r p DRAWN BY ��O-4 Thomas Wolpert Realtv JET 26 of 34 Wind Resistant Construction Details 0.21/11 27 of 34 2020 E.C.C.C.N.Y.S. Data 631. 727. 2305 Tel. 28 of 34 Details DATE 08 AUG 25 /5 25-.- admin@youngengineer,ing.com X_ 29 of 34 Details REV. 30 of 34 Details Ap 0, S_ REV. 31 of 34 Details Cabinet Elevations + Details 32 of 34aa� REV. J or, 33 of 34 Cabinet Elevations + Details REV. 34 of 34 Cabinet Elevations + Details l3levator Elevations 'k-%. JOB NUMBER Addendum Drawings A - 1 Survey I,Idep'l AID ()I A Site Plan A - 3 yy Soil Boring Logs and Report A - 4 Sanitary System Details AID A - 5 Landscape Screening Plan 0 F ................... .......... (C)2025 Brian Shore,Architect CHEC<L15T Zoning Information Surnm qry: MSCHECK NSFS9ION CHECKLIST NOTATIONS : 2018 IECC CODE SECTIONS SEC.403.5.2 MC,103-1,103.2 DEMAND MCIRC UL.ATION WATER SYSTEMS NAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATU OF THE WATER REPRESENT D D LUWl dU0 D D ION DEMONSTRATE ENEMY CODE COMPLIANCE FOR TH OL E BUILDING ENVELOPE. THERMAL ENVELOPE ENTERING THE CD WATER PIPING TO 104.D,F. TDESCRIPTION ; New Two Story Single Family Dwelling With Basement SEC.403.5.4 Not Considered a 'STOREY ABOVE GLADE' SEC.103.1,103.2,403E l DRAIN WATER NEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH C.$A M.fi POTABLE WATER SIDE P�SSURE LOSS[.'F DRAIN WATER MEAT CONSTIRUCTION DMIN08 AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LICzNTNG AND MECHANICAL SYSTEMS. SYSTEMS RECOVERY UNITS LESS THAN 3 POT FOR INDIVIDUAL UNITS CONNECTED To ONE OR T1110 SHOWERS. POTABLE WATER SIDE PRESSURE LOSS CF DRAIN SERVING MULTIPLE DMLLN3 UNITS[MUST DEMONSTRATE COMPLIANCE WITH THE tEC;C Co I ERCIAL FROV SIONS. WATER HEAT FMCOVERY UNITS LESS THAN 2 pat FOR INDIVIDUAL UNITS ACTED To THREE OR MORE SHOWERS. 0 SEC.302E I,403E l , , , , M �F '1A1�+iT FI)c"!"L�S NA1M=HIGH EFFICACY LAMPS.1 MPS JECT SS 1800 Hyatt Road HEAAPPTING AND �YCOOLNG EO IFM134TT 16 SIZED AS PER ACCA MANUAL S BASED ON LOADS CALCULATED MR ACCA MANUAL J OR OTHER METHODSSouthold, NY 11971 THE C47DE OFFICIAL SEC.404E L 1 SEC.402.1.1 FUEL GAS LIGHTING SYSTEMS HAVE NO CONTINUOUS PILOT LIGHT CONDITIONED BASEMEN WALL INSULATIfkt R- VALUE. I INTERIOR INSULATION 18 USED,VERIFICATION MAY NEED To OCCUR DICING INSULATION L ALL R ED E011IR INSPECTIONS,BY THE GOVE1 NING MUNINCIPALITY BUILDING OFFCCAL AS MR CODE SECTIONS R!04.2.1 TWROW-M R04.2.5 SHALL PARCEL TAX ID # : istri `t : 1000 Section : 50 Block : 41 Lot : 4 SEC,301.2 BE SCHEDULED BY GENERAL CONTRACTOR AT APPROPRIATE TIMES DURING CONSTRXTIOK COORDINATE WITH BUILDING OFFICIAL. 2. IR LEAKAGE TESTING BY APPROVED RD CONDITIONED BASEMENT WALL INSULATION INSTALLED PER MANUFACTLIRM INSTRUCTIONS. DETAILED WRITTETI E OF THE TESTING RESUULLTS MUST BE SUBMITTED To TESTING DIING DTEPA N ACCORDANCERT' PRIOR To FILI CODE NG CXRItTIFIC TE OF L 2.ARESIDENTIAL ZONE : R - 40 SEC.402.2.9 OCCUPANCY. CONDIITC D BASEMENT WALL INSULATION DEPTH OF BURIAL OR DISTANCE FROM TOP OF WALL. 3. PRIOR TO FILM FOR A CERTIFICATE OF OCCUPANCY,GENERAL CONTRACTOR SHALL PROVIDE A `PERMANENT CERTIFICATE'TO BE POSTED ON A i- SEC,303.2.1 WALL IN THE MECHANICAL ROOM.THE CERTIFICATE SHALL PROVIDE ALL APPLICABLE VALUES FOR;BUILDING INSULATION R-VALUES,DUCT INSULATION A PROTECTIVE COVERING IS INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND EXPENDS A MINIMUM OF 6 N.BELOW GRADE. R-VALUES,FENESTRATION U-FACTORS AND SNGC,RESULTS OF AIR LEAS TESTING PERFORMED ON THE BUILDNG AND DUCTWORC,EQUIPMENT STANDARD ALLOWED PRIOR APPROVAL 1. PROPOSED 2. COMPLIANCE -- TYPES AND EFFICIENCY OF HEATING/COOLING/SERVICE WATER HEATING SEC.402E N.i,402.3E 4 1 LOT SIZE 40,000 sf 40,344 sf 40,344 sf COMPLIES DOOR U-FACTOR SEE ATTACHED ENVELOPEASSEMBLIES FOR VALUES Gross Buildable Land 24,32q sf 3• 21,838 sf 4' SEC.402.1,401.3E I,402.3E 3,402.5tz R A L N 0 TFE- `- GLAZING U -FACTOR SEE ATTACHED ENVELOPE ASSEMBLIES FOR VALUES 2 LOT WIDTH 150, +- 101' +-101' EXISTING NON-CONFORMING L j !- SEC.303.L 3 3 LOT DEPTH 175' +-404' +-404' COMPLIES U-FACTORS OF FENESTRATION PRODUCT'S ARE DETE 'TINED IN ACCORDANCE WITH tl4d NFRC TEST PROCEDURE OR TAKEN FROM THE DEFAULT TABLE I. THE PROPOSED WORK ON THIS BUILDING MEETS THE j;EQUIR5MTS OF SECTION R 602.12 'SIMPLIFIED WALL BRACING'.ALL WORK SHALL COMPLY WITH 4 FRONT YARD SETBACK(EAST) 50, 52.3' 74.6' COMPLIES Z SEC.402.1,402.3.3,402.3.6,402.5 THIS SECTION OF CODE.%"THICK EXTERIOR SHEATHING MATERIAL ON WALLS SHALL BE FASTENED AS MR ATTACHED NAILING SCHEDULE AND ALL SKYLIGHT U-FACTOR.SEE ATTACI-ED ENVELOPE ASSEMBLIES FOR VALUES HOL-DDOWNS AND STRAPPING SHALL BE INSTALLED AS PER DETAILS ILLUSTRATED ON DRAWING 0IS. 5 SIDE YARD SETBACK(NORTH) n ( ) 15, 15.0' 19.3' COMPLIES !__t 2. ALL WORK SHALL COMPLY WITH THE REMIREMETITS OF THE 2020 RESIDENTIAL CODES OF NEW YC C STATE,2020 ENEMY CONSERVATION CONSTRUCTION -1 SEC;402.4E L 1 � 6 SIDE YARD SETBACK(SOUTH) 15' 22.2' 16.0' COMPLIES Q AIR BARRIER AND THERMAL BARRIER TO BE INSTALLED AS PER MAN ACUR ER5 INSTRUCTIONS. CODE OF NSW YORG STATE SEC,402.4E 3 3. ALL WORK SHALL COMPLY WITH CODE SECTION R310 FOR EM MENC:Y ESCAPE AND RESCUE OPENINGS.SEE LOCATIONS ON FLOOR FLANS FOR'EGRESS' 7 AGGREGATE SIDE YARD 85' 37.2' 35.3' COMPLIES OPENNG6 11- FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETNG AMA/WOMA/CSA l IolA,S2/A440 OR HAS INFILTRATION RATES PER 8 REAR YARD SETBACK(WEST) 60, 88.6'5. 76.6-6. 73 NFRC 400 THAT DO NOT EXCEED CODE LIMITS. 4. ALL WORK SHALL COMPLY WITH CODE SECTION R314 +R315 FOR SMOKEALARM AND CARBON MONOXIDEALARMS.SEE FLOOR PLANS FOR LOCATION OF 9 MAXIMUM HEIGHT 7 COMPLIES SEC,402. 34.8'8• COMPLIES 4� .4.5 UNlTB, Principal Building-Pitched Roof 35' 27.2' fC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED To INDICATE LESSTWAN OR EQUALTO 2.0 CFM • LEAKAGE AT 15 PA 5. ALL WORK SHALL COMPLY WITH CODE SECTION R401 FOR FOOTNGS ko FOUNDATIONS.SEE PLANS AND DETAILS FOR SIZE OF FOUNDATION WALLS + 10 MAXIMUM NUMBER OF STORIES FOOTINGS,STEEL.REINFORCEMENT,DRAINAGE,DAMP PROOFING,ETC 2-1/2 Stories 2 Stones 2 Stories COMPLIES ,mot Principal Building SEC 403.2E R OR ■ R-6 SUPPLY AND R 6. ALL WORK SHALL COMPLY WITH CODE SECTION WL 2.1.2 FOR PROTECTION OF OPENINGS.SEE NOTE ON DRAWNG 01S FOR SPECIFIC DETAILS OF WOOD ETU�I DUCT$ IN ATTICS INSULATED GREATER OR= R-S � DUCT IS GREATER OR_-33 INCHES IN DIAMETER AND GREATERGREATERSTRICTURAl.PANELS AND FASTENERS.SEE FLOOR PLAN FOR STORAGE LOCATION AND OF PANELS. --------_--- (20.0%) ( 14.7%) (20.Q%) (14.5%) COMPLIES 11 MAXIMUM LOT COVERAGE •WHERE LESS THAN 3'.SUPPLY AND RETU�!DUCTS N OTHER Pf1RTION6 OF TT•E BUILDING INSULATED Ca�ATTrR OR = R-6 FOR DIAMETER GREATER DIAMETER OR = 3"A 4,864 sf 3,580 sf 4,368 sf 3, 174 sfAND R-42 FOR LESS THAN 3" DIAMETERT. ALL UM SHALL COMPLY WITH CODE SECTION Mi.2.1 WITH RESPECT TO WIND RESISITANT CONSTRUCTION.SEE FLOOR PLANS AND DRAWING i 1S FOR ALLOWED ALLOWED �- SEC.403.3.2 SPECIFIC DETAILS AND NAILNG SCHEDULES. First Floor Habitable 1,889 sf 1,714 sf $- DUCTS,AIR 14ANIDLE4ZB AND FILTER BONES ARE SEALED WITH JOINTS /SEAMS COMPLIANT WITH 2020 RESIDENTIAL CODES OF NEWY0 Garage 616 sf 683 sf STATE, S. ALL WOW RELATED TO C.HIpNEYS AND FIREPLACES SHALL CONFORII t0 CODE SECTION R1001.SEE PLATS FOR SECTION OF PREFABRICATED Roof Over East Entry Porch 355 sf 244 sf SEC,403.3.3.5 FIREPLACE UNITS. Screened in Porch 0 sf 181 sf }� BUILDING CAVITIES ARE NOT TO BE USED AS DUCTS OR PLENUMS West Balcony/Deck 646 sf 3111 sf S SEE ATTACHED 'MANIA.J'AND 'MANUAL- S'FOR MECHANICAL EaIP'mT SIZING AND SELECTION. Second Floor Bay Window 0 sf 41 sf SEC,403.4 South Balcony/Deck 58 sf 0 sf 0 NVAC PIPING CONVEYING FLUIDS ABOVE. 1051).F.OR CHILLED FLUIDS BELOW 55D.F.SHALL BE NSULATED TO GRATER THAN R-3 10. ALL WOW SHALL COMPLY WITH CODE SECTION M1201 FOR MECHANICAL CODE,CODE SECTION 02401 FOR FUEL GAS CODE,CODE SECTION P2501 FOR Outdoor Shower 16 sf 0 sf SEC 403E 4.1 PLMNG CODE,CODE SECTION E3401 FOR ELECTRICAL CODE. Total 3,580 sf 3, 174 sf PROTECT INSULATION OF HVAC PIPING 11.ALL CONCRETE SHALL BE 3500 P81t 28 DAY STRENGTH SEC.403.5.3 12.ALL NEW FOOTINGS SHALL BE MINIMUM OF V-6"BELOW FINISHED GRADE AND BEAR ON VIRGIN S01L. ALL NEW FOOTINGS ADJACENT To EXISTING WALLS 12 MAXIMUM GROSS FLOOR AREA 4,010 sf 9. 3,534 SF 3,532 sf COMPLIES NOT WATER PIPES TO BE INSULATED TO GREATER THAN OR EQUAL TO R-3 SHALL.BE 13�DOWN TO EXISTING FOOTING L.E"VEL.ASSUMED SOIL LOAD BEARING CAPACITY OF 2 TONS/SE.Gr,SHALL FIELD VERIFY _-__._-.-_ ALLOWED G.403.6 13.ALL STRIICIURAL FRAMING SHALL BE DG'UICd.AB FIR 02 AND BETTER First Floor 1,889 sf 1,677 sf AUTOMATIC OR GRAVITY DAMPERS ARE TO BER INSTALLED ON ALL OUTDO AIR INTAKES AND EXHAUSTS Second Floor 1,493 sf 1,799 sf SIG 303.1 14.ALL STRUCTURAL FRAMING FOR EXTERIOR DECKS SHALL BE ACA.TREATED WITH NO AMMONIA.ALL FASTENERS,HANGERS,AND CLIPS %AL.L BE Attached Garage 616 sf 0 sf ��1.. STAINLESS STEEL.No EXCEPTIONS ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R- VALUES PROVIDED. Greater than 15'Ceiling Ht. 12 sf 56 sf SEC.402E I.1,402.2E 6 15. PROVIDE 14OLODOIII�I DEVICES DED N CONCRETE AS NDICA'1'ED ON PLAN..SEE DRAWINr#IS ro G. No.I Total 4,010 sf 3,532 sf 'o`s'h of The FLOOR INSULATION VALUE.SEE THE ENVELOI�E ALLIES TABLE FOR VALUES. 16.PROVIDE HURRICANE CLIPS AT ALL RAFTER/FADER CONNECTIONS�AS R'ER CODE.SEE DRAWING IS - SEC.303.2,402.2.1 tl.PROVIDE COIL STRAP AT ROOF RAFTERS OVER RIDGE AS PER CODE.SEE DRAWING•IS FLOOR INSULATION TO BE INSTALLED AS PER MANUFACTURER NSTRICTIONS AND N SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR, OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WIT14 TIE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION IS INSTALLED ON T14E 0.PROVIDE COIL STRAP EMBEDDED IN CONCRETE PIER AND EXTENDNG Lq'INSIDE OF PERMACAST COLUMNS AND OVER MADER MOTE AS PER CODE. 13 SKYPLANE 10. LIdDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS SEE DRAWING#18 SEC.303.2,402.2.1 IS. SEE ATTACHED SPECIFICATION BOOKLET FORADDItION4L INFORMATION ON MATERIALS AND METHODS OF CONSTRUCTION.CONSTRUCTION. Front 45 Degree Angle starting 10'above COMPLIES ;•.r s - .< WALL INSULATIONR- VALUE.IF T1418 IS A MASS WALL WITH At LEAST R!2 OF THE WALL INSULATION ON THE WALL EXTERIOR,THE EXTERIOR INSULATIONSide natural existing grade at property line COMPLIESRear QUIR IT•APPLIES. COMPLIES SEC.303.2 t, WALL NaUL..ATiDId SHALL BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS NOTES: SEC.402.1.1,402.2.1,402.2.2,402.2.6 1. INFORMATION i DATA PROVIDED AS PER PREVIOUS ZONING ORDINANCE CEILING INSULATION R - VALUES.SEE THE ENVELOPE ASSEMf31IE8 TABLE FOR VALUES 2. INFORMATION/DATA PROVIDED AS PER NEW ZONING ORDINANCE,ADOPTED AUTUMN 2022 SEC.303.1.1.1 -' ROOF -�4° VTR - -4° VTR - 3i VTR _ 3. BUILDABLE LAND'LOT AREA'DOES NOT INCLUDE LAND SEAWARD OF TOP OF BLUFF IN PREVIOUS ZONING ORDINANCE - CEILING NSULATION SHALL BE INSTALLED AS PER Mk FACTLIERv INSTRUCTIONS.BLojN INSULATION To BE MANED EVERY 300 SF I ( 4. BUILDABLE LAND'LOT AREA'DOES NOT INCLUDE LAND SEAWARD OF COASTAL EROSION HAZARD AREA LINE IN NEW ZONING ORDINANCE IT IS A VIOLATION OF LAW 5. REAR YARD MEASURED TO TOP OF BLUFF IN PREVIOUS ZONING ORDINANCE FOR ANY PERSON, UNLESS ATTIC ACCESS HATCH AND POOR INSULATION TO BE GREATER THAN OR EQUAL TO VOLUTE OF ADJACENT ABLY SEC'402.2.4 ATH 0 2 1 f 1 PRIMARI'BATH 6. REAR YARD MEASURED TO COASTAL EROSION AREA HAZARD LINE IN NEW ZONING ORDINANCE ACTING UNDER THE 7. MEASURED FROM AVERAGE FINISHED GRADE AT PERIMETER OF BUILDING DIRECTION OF THE _ _ 8. MEASURED FROM AVERAGE EXISTING NATURAL GRADE AT PERIMETER OF BUILDING ARCHITECT, TO ALTER THIS SEC.402.4.L 2 -7'iRq-`T-- (�_T-T 2'v�rti`r-"r1 9. GROSS FLOOR AREA UNRESTRICED UNDER PREVIOUS ZONING ORDINANCE. AREA SHOWN IS FOR COMPARATIVE PURPOSES DOCUMENT. BLOWER DOOR TEST SHALL BE PE +e 50Pa.LESS THAN OR EQUAL TO 5 aclt IN CLIMATE ZONES I-2,AND LESS THAN OR EQUAL TO 3 ac1� N I I I ( I I I I ( 10, SKYPLANE WAS NOT A RESTRICTION UNDER PREVIOUS ZONING ORDINANCE. _ CLIMATE ZONES 3-S 1-� i I-�' t-�t' I 1 1-II2' ►-II2' 1-tar 1- I- THESE PLANS ARE AN INSTRUMENT OF SERVICE SE:C.402.4.2 SHMER( To � � Ito I AND ARE THE PROPERTY OF FLOOR - R THE ARCHITECT, WOOD BURNING FIREPLACES HAVE TICai-1T FITTING FLUE DAMPE�i AND OUTDOOR AIR FOR COMBUSTION. INFRINGEMENTS WILL BE akt' 2' '�' 2' 2' �' !' �' $yt' SEC.403.3.2 1 4 WIL 1 1 4'SAIL PROSECUTED, DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:-ROUGH N TEST: TOTAL LEAKAGE MEASURED WITH A PRESSURE I I DIFFERENTIAL OF 01 NCH mg.ACROSS THE SYSTEM INCLUDING THE MANUF AIR HANDIER ENG..oORE IF INSTALLED AT TIME OF TEST. I CONTRACTORS SHALL VERIFY FMT I N TEST. TOTAL LEAKAGE GE MEASURED WITH A PRE D #IAL OF 0.1 INCH mg.ACROSS THE ENTIRE SYSTEM INCLUDING THE KITS iM4NU ALL CONDITIONS AND MEASUREMENTS IN THE FIELD SIG.403.3.4 r-1 x' AND BE RESPONSIBLE FOR r� I I I vet' I DUCT TIGHTNESS TEST RESULT OF LESS THAN OR ECILIAL TO 4 c1M/t00 Ft2 ACROSS THE SYSTEM OR T14ESS THAN OR E01AL.TO 3 cN/100 rt2 WITHOUT FIELD FIT AND QUANTITY OF AIR HANDLER*25 Pa. FOR ROUGH IN TI=STS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION. ply 14" 11-�' � WORK NO ALLOWANCES SHALL BE MADE IN BEHALF SIG.403.3.2.1 OF THE CONTRACTOR FOR AIR HANDI.,ERI f� CRITERIA ANY ERROR OR NEGLECT ON LEAKAGE DESIGNATED By N'1,d�11.RFAGTURIR At L.ISS OR = 2%CIF DESIGN AIR FLOW FIRST FLOOR CLIMATIC GEOGRAPHIC D 1 t �1 FAI - 2° 3 2' 1 - HIS PART. SEC.403.L 1 41 WL 1 40 WIL ALL WOW SHALL Ca IDLY WITH THE REQUIREMTS OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YOR<STATE. LE THERMOSTATS INSTALLED FOR CONTROL.OF PRIMARY HEATING AND COMING SYSTEMS AND INITIALLY SET BY MAR ACTURIR TO 1 I � SCALE N.T.S. CODE SFICIFCATION I AB TN+I i LAUNDRY/ROOM I i 1LIS� GRUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FRONT WINTER ICI=-BARRIER FLOG? AIR MAN DRAWN BY JET SEC.403.L 2 I I SNOW DE84N DESIGN UINDERLAI hENT 44AZARDS PFMIN G AN fAL, FEAT PUMP T14ERMOSTAT INSTALLED ON HEAT PUMPS. 1 (�.v�r i -`1--- -4--N�°v_FRT-1 I -I2'v r LOAD T 1�HNG SPECIAti WIND DEBRIS IS CATECzORY uEATHERM TT�MITE T�TUIE MQUI 'D Ih�c TEMP. DATE 08 AUG 25 j ,-I p '- " 1- ° 1-#�' � ' aka' MODERATE REV. SEC.403E 5.1 20 P.S.F. 140a MPH NO NO NO B SEVERE 3'-V TO NAVY 11 DECx YES NO 500 51,S Deg.C1�lIL.ATING 81WRv10E HOT WATER SYSTTMS SHALL HAVE AUTGMAtIG OR ACCESSIBLE MANUAL CONTROLS � REV. 1To SEC.403.6.1 BASEI'M T _ 1 a2 ALL 1MEC.NANIC.,4l.VENTILATION SYSTEM FANS NOT PART OF TTrSTED AND LISTED HVAC EQUIPMNT SHALL MEET EFFICACY AND AIR FLOW LIMITS. I - 2' s" r oYN 2" � 2 REV. SEC.403.2 HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE OR TWO I TO S C H D.APPROVED I 4'eo1L " " 4'eolL T T � { PIPE HEATING SYSTEMS SHALL HAVE OUTDOOR SETBACK CONTROL TO LOLER BOILER SANITARY SYSTEM 4 a�L MTV�v4 ,F C COMPLIANT STATEMENT f REV. RATURE BASED ON OUTDOOR TEMPERATURE, TER TT"xh1PTO T14E BEST OF THE UNDEI;&GNEDS KNOWLEDCIE, WIoR 1ATION AND PROFESSIONAL BELIEF,THE ATTACHED JOB NUMBER 1= SEC.403.5.1E I HOUSE TRAP CON61F=ION DOCUMENTS MEET OR EXCEED THE MINIMUM IREQUIEWENITS OF THE 2020 RESIDENTIAL CODE HEATED WATER CIRCULATION SYSTEMS HAVING A CIRCULATION PUMP.THE SYSTEM FEU N PIPIT IS A DEDICATED REIURN PIPE OR COLD WATER OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YOR<STATE. AID P11 SUPPLY PIPE.GRAVITY AND TH�RMOSYFHON CIRCULATION SYSTEM ARE NOT PRESENT:CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS f1 START TIE PV P WITH SIGN..FOR HOT WATER DEMAND UTNN 111E OCCUPANCY.CONTROLS AUTOMATICALLY TURN OFF TIE PLI P WHEN WATER 16 IN NOT TO SCALE CIRCULATION LOOP AT SET-FONT TEMPERATURE AND No DEMAND FOR HOT WATER EXISTS. 1) ALL VENT TERMINALS SHALL COMPLY WIT14 2020 R.B.CN.YS.CODE SECTIONS P 3101.2 AND 3103.1 0 FAD 2) ALL VENT TERMINALS SHALL BE ON BACK SIDE OF ROOF AND PAINTED FLAT BLACK 0 2025 Brian Shore,Architect EL. PG EL. PG EL. PG X10. 5, X10. 51 ....................._X10. 51 EL, P EL. F EL. F EL. P 10. 5 10. 5 10. 5 (0(0. 1 EL. X EL, X EL. E EL. E RETAINING UJ4LL be. a ba. 3 52. 8' (0(0. 1 (0(0. 1 EL. PG X(o(0, .. . .. . . . . . . . .. . .............. .......... . ....... GRL E 1-011 ... .......................................... L (0 .......... ........... F_ ------------------ L .......... T--- --------- F ELEVATOR ................ _j .................... .......... ......................... F .......... ....... (p IN v EL. 161. O' NAVD ISW L j ---------- ................. .......... ........................_E J (0 -0 E L RETAINING WALL EL. P �.... .. .................. ------ IN ----------- ---------- ------- 11 (0(0. 1 EL. EL.63.0 IN EL. E EL. PG X(o(0. 164. 5 L --------- ----------- Im .......... i ( I i , I IN ................--------- EL. PG Is EL. P6 0. F T -F-FT T 7 7-1 60, ro --------------- (05. 0 L. E i -11 ........... 2 EL. E EL. E RETAINING WALL (o 2. (0 -------------- ............................ ............- V---------------------- .... ......_ .............----------- ........................... .................... NATUFZAL ............. ... ..................... > ��D ARCkyj�,, .......... ............. ...........--------------_ zm WEE ELEVATION POINTS USED TO DETERMINE EXISTING AVERAGE NATURAL GRADE ELEVATION _j------------- 2'- XR 68. + 65. 3 + bb. I + bb. I +(64. 5 + (62. (o + 60. 3 + 513, 6 + 60. 3 + 60. 4 (60. 5 (ol, 3 (68. 1 + bro. 2 M 114 63. 19 ----------..... ......................... EXISTING AVE ATURAL 29A....................... ------- R&rg N -PE ELEVATION Is : (03. IS d THIS ELEVATION WILL BE USED IN DETERMINING BUILDING HEIGHT AND SKYPLANE ABATH.0.1- I EO ............... j__ EL. E . . ...... (00. 3 .......... .............___.......... L.............. EL. i roo. 5' NAVD 11385 EL. PG f=LANr= f=- LEVATiC)N ------------ .......... ............. ------- ......... ..... DEFINITIONS 1AKEN Pin om 2020 SLAY.& ------- _CTLY EL. E J.7............. .............I CiRAPE PL (01, 3 _-------- ---------- ............... EL. PG 'A REFERENCE PLANE REPRESENTING THE AVERAGE OF THE FINISHED GROUND LEVEL ADJOINING THE BUILDING AT (00. 5 ALL EXTERIOR WALLS, WPM THE FINISHED GROUND LEVEL SLOPES AWAY FROM THE EXTERIOR WALLS, THE .... ........... REFERENCE PLANE SHALL BE ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN THE BUILDING AND II THE LOT LINE OR WHERE THE LOT LINE 16 MORE THAN 6 FEET FROM THE BUILDING BETWEEN THE STRUCTURE AND A ................................ L ........... POINT b FEET FROM THE BUILDING.- ............ ELEVATION POINTS USED TO DETERMINE GRADE PLANE : IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 10.5 +10. 5 + 10.5 4(06. 1 4 66. 1 + (08. 0 4- foV. 3 + bb.3 &b.3 &b. 3 60.5 60.5 60. 5 + 60. 5 52. 5 114 65.21 F ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS GRA :RETAINING WALL. PLANE ELEVATION 15 • (65. 21' DOCUMENT. T.W. dab. 51 EL. E 49. EL. E EL. E THESE PLANS ARE AN 5.W. (00. 01 INSTRUMENT OF SERVICE II IL 60. 4 (00. 3 (0 to . AND ARE THE PROPERTY OF EL. PG EL. PG EL, PG Z:)B7=TfEf;Rr'-01 IN INC= IF L(Z)UJ1Ef;R LEVEL 16 A THE ARCHITECT, INFRINGEMENTS WILL BE (0(0. 3 (0(0, 3 PROSECUTED. L A L RETA IN ING W L CONTRACTORS SHALL VERIFY EL. E DEEINITIONS TAKEN DIRECTLY FROM 2020 RCRY.S. ALL CONDITIONS AND TZ. &(o. 51 / 5.W. (oo. I MEASUREMENTS IN THE FIELD (00. 5 AND BE RESPONSIBLE FOR EL. PG MILPIWG FIELD FIT AND QUANTITY OF 'ANY ONE- OR W - FAMILY DUELLING OR PORTION THMOF, INCLUDING TOWHOUSES,USED OR INTENDED To WORK NO ALLOWANCES (00. BE USED FOR HUMAN HABITATION,FOR LIVING,SLEEPING,COOKNG OR EATING PURPOSES,OR ANY SHALL BE MADE IN BEHALF COMBINATION THEFEOI�OR ANY ACCESSORY STRXTURE.' OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON ffM A a GRAM FL&E HIS PART. 'ANY STORY HAVING ITS FINISHED FLOOR SUFSACE ENTIRELY ABOVE GRADE PLANE, 15mommasim 11 1 m*mwmm'm EL. E EXISTW%NARRAL GRADE OR N tL441CH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE 16 ANY OF THE FOLLOWING SCALE 114 =1 -011 00. 0 1.- tgff THAN 6 FE91 6?nj OA DRAWN BY JET PE!JAM EL. P PROPOSED FINISH GRADE ELEVATION OF FLOOR NEXT ABOVE LOWER LEVEL 16 IL 0' DATE 0a 4Uaj 25 00. 0 ESTABLISHED L 15EVAT 21REV. FLOOR NEXT ABOVEOIER LEVEL IS 5.1S FEET A50YE GRADE PLANE UA41CH 18 LESS T14M 6 FEET REV. EL. PG PROPOSED FINISH GRADE USED 2. MORE THAN 6 FEET ABOVE THE FINISHED GROUND LEVEL FOR MOB THAN 60 PERCENT OF THE TOTAL BUILDING PERIMETER. 00. 0 TO CALCULATE GRADE PLANE TOTAL BUILDING PERIMETER LENGTH 15 210 FEET REV. -------- OUTLINE OF 5UILDM PERIMETER BUILDWs PERIMETER UALL LENGTHS THAT ARE LESS THAN 6,FEET ABOVE FINISI-ED GROUND LEVEL- REV. 52.6 +30.0 +8.0 +4%8 +35.5 a 146.1 FEET BUILDING PERIMETER WALL LENGTH THAT 15 MORE T14M& FEET ABOVE FINISHED GROLIND LEVEL mm 123.ci FEET WM� ammmmmmm LENGTH OF BUILDING PERIMETER WERE 46%OF TOTAL BUILDING PERIMETER 16 MORE THAN 6 FEET A50VE FINISHED GROW LEVEL WHICH 16 LESS THAN UM JOB NUMBER FLOOR NEXT A50YE LOWER LEVEL 16 3. MORE THAN 12 MET ABOVE THE FINISHED GROUND LEVEL AT ANY PONT LESS THAN 6 FEET ABOVE FINISHED GRADE AT NO PONT AL[ BUILDING PERIMETER 16 THE FLOOR NEXT ABOVE THE LOUDER LEVEL MORE THAN 12 FEET ABOVE THE FINISHED GROUND. AID P I . . . . . . . . . . PROPOSED RETAINWs UALL LMIR LE)IL 15 NOT A 01M =�a ClEAPE PLANE For T OF..... .... J ep el)mb (D 2025 Brian Shore,Architect i 6b'-1o" 4'-(0" 4�_�� 8l_oll 41'-1o" $1_011 TYPICAL 111V EO T10-N SEE DETAIL ON On PLAN FOR RETAINING WALL DESIGN AND _-� -- ) A 1211 POURED CONC 6" INTERIOR WALL CONFIG,1R --ATION, VERIFY N FIELD WITH OWNER - 13 12"x 12"KEYED CONC.FTG j SEE DETAIL FOR M15AR W-0. I 2� . .. ........ ............. .................... ..... ...................... ...... ................................... '............. ..............._.........._........ . _. -----_ T'11 .._.__ f--------------------- ----------------------------------- ............................................... I I I I i i I i'-fib' i 19 11 2 i 4 9 5 i = ' '' 1'-�� _$�� ,�,� T _ - CIA LAIIN PATIO i i _______ _______ - _-----_- 1 I ( I 13 I STEP FOOTING DOWN TO FROST LINE I AT 2 t �T FOR F•OIJNDAT - _-__.._...._._.... ....... -------- .......... RATIO MAX. L_ - -- ------ - — ----- —1- — ——-1 3'-6" x 3'-6'x I'-6"PEEP ' /" I I _ ( _. / I i .t. I ( 28 BLUESTONE FINISH AT PLATFORM AND STEPS ey)Ah CONCRETE FOOTING:UNDER ;. 1 MORTAR SET TO 4" CONC SLAB WITH 66 x 1010 W.W.M I I i <,. I I POINT LOAD FROM Bl7tirE -�- I I �c, I ! I �- r' I I I DROP SLAB pN $"FOR ELEVATOR rl I . `' I I +r ` y 12 Pp CONC ICO FOUND.WALL IN POUf�D CHIC WALLS AT STAIR PROVIDE 05 OUTLINE of �1 GRADE PATIO I I 60 x I2 KEYED CONC.FTG BA15 +�12 oZ.13EM INTO FOOTING .9 I ><<:: Pit PROVIDE$" SLAB WITH"4 ••-" I ,� ( x x ABOVEI --......--'................. 1 ( 1 BARS 9 9' O.C.EACH WAYAl LOWER LE�JL 1 _ -' I 1 I SEE DETAIL FOR R1rBAR INFO. I_ �-- -� € I CA 'H ' A ON n I H1") 12"POURED CONC,F-OU3+l0.WALL I I I =- 11N 12 DEEP FOOTING FOR _- _-_ _ ---__-__ 6' CONCRETE SLAB WITH 66 x 1010 6" INTERIOR t MWs SHELF - ( i I P1.ATFOIsh i AND STAIR --- 1 I WJUJ"1 OVER VAPOR BARRIER AND ( I PROVIDE 5 545 012" OZ. 1 ..- ; . .. .y , .• '''..:' - :; •' : # .;; ', ]�, I -12" x 12"KEYED CONC.FTG I i I 150T H WAYS I :.«. � t, .: � I 2 I COMPACT FILL SEE DETAIL FOR MBAR NO. r- = I 28 n �% ''1 I 1 2 I ,�. I'_/h11 Y-0"Y-1�"P-0" 41-oe 1�_��1'-��1�_ ,� ';' Q —— ——— •--———- t� �9 '-b" �'- ° i®'-0" 1 I 12" POURED CONC FOUND.WALL a 2B � • -� ( I I 1 I r-- -i—-}--� -I—-- —I`fi Q 4 " �� I I I I I I I I I Cn 6 INTERIOR LAB SHELF <r I I I 24"x 12'KEYD CONC.FTG G 0-0 6 � 0 i i �� tl-m i X:", I �' ; � - - _..._....._ _---- - ............... f� — --- =— -- 11)5 BAR CONT.* TW. " I I - ` I=L .-r j — (2)'°5 BARS CONT.•FTG. I! Y ,• . I 6� r—— ._ _........._. -- ..._....' I IF i —I 1-----_j ( 3°-b" x 5'-b" X 1'-6"DEEP i I CONCI�TE FOOTWI UNDER i I I I I I I L i l l Y I _I fy- m Laud ! PATIO I 1 POINT LOAD$FROM A5OVE 1 _ •; I I •~ I I I I I i I I I "' ;<: I— ^ L. 4' 1'-�" 6" INTERIOR SLAB SHELF FOR I I I SUPPORT I I 18"DEEP HAUNCHED FOOTING --- - - -----__:J I I I ! PROVIDE 2Y' RIGID INSULATION WiTH(3)45 BARS CONT. FOR FIRST 2'-0"VERT.AND HORZ LIM1 "" y; I I AT Fo1�1pAT(oN WALL AT GRADEHD ( .• i 1 `:: 14 // I I ,nv -----_ _ __ —__ _ ._...___..._..................... ............._.__._._.........—_......_..._...................................._..—.—___..__..—..- ,Y`.' r / .. , '•- _ I I _ NOi ____ :J _--_...•--_--_— 1 —_----_—_..._._--_ —_--_—' _� r__—_——_ _ _ 47 IQ —__ _ ___ _ ___—_ _ __ 1 C_ _ ► 1 HD —HD WD OUTLINE OF BELGIUM BLOCK DRIVEWAY p,Eo ARC 1 i am I I Cu ABOVE �E �'. �� of I t I i F 2 -8 I 1 to 24011 1m'-� 3'-2" _ 5 -8"' 12 _$ I _ I i _ w I - I a-m 19-0 21-2 K1 p� 2-8 ' 2&a-10 I PROF'SLAB ON.2" N AREA --� ---� V' OF €6HOWER A501/E _ ( WWI —— — 1 /'',,' 28 ~. tj7 14 ' 2 I E2"POtJD CONC FOUND.WALL L_ m -J 6' INTERIOR SLAB SHELF FOR I F I I 'y 1 %�1 co 14 28 b" INTERIOR SLAB SHELF r! °`UST I _ I I !L ( 24'x 12'KEYD CONC FTG 1 k.'. I r' p TO.FOR OVERHEAD DOOR (1)'5 BAR COW.a TJ1� PROVIDE 214x" RIGID INSULATION I 1 (2)+'S BARS CM.s FTG. FOR FIRST T-0" PERT.AND HORZ J AT F-OUi�lDATION WALL AT GRADE I ( I x — I — — -- -------------I s : r I I i ______ _______ I <- _ ___�__ ____ _-_-_ - I 6"CONCRETESLA13 WITH 66x I x; ,. F. . _�. ..... ......:. .......... .... r ._ .., OER VAPOR B 1� 1 1 HL7 tow sk , I r ( - I AND COIVACT FILL. PROP T.W.FOR OVE I I RHEAD ROOK F 61 �, L I I 2 I I i r rn 1-tD I .....-.... --------..-...........................- ............ ------- -'-................ .....__... I I I 1 1 I �K.f � 4'-r�" S" 11'-2° S° 2'-4° _ �'-2" I -i'-2° �'-1O" I '<`1'��" 2514011 1f�'" ' s -la° 11' 6ii 1'-®u IT IS A VIOLATION OF LAW ;; FOR ANY PERSON, UNLESS ® 4.6 I6-4 19-4 — 25-6 32-5 39-6 :� 66-0 - %- ACTING UNDER THE 61 -----� I ;; I DIRECTION OF THE ; ; 4• I '�� I ARCHITECT, TO ALTER THIS T ( D28DOCUMENT. ----- _ _ , —_ __...._—__.._—.._..—..._._... -- —_._.._..._._J L-------- ----_-----_----. _-- - _ _I �"I -----fit _ _ _____—_.......................... THESE PLANS ARE AN ._ ....._....... ......................._._.1�7 a. .. : <': .,.. ., a .. •' i. .,. •.:.t ..:. . ._• • •.a";., .f . I INSTRUMENT OF SERVICE - .............._._.-... ........................ --- - _ ...---------........._........... .;a.' .,' <. '•.f• t i t:.' •aVF .y ..a .e t`. '�� '• +,. ?�' ''as :. `+: •.t. a�,.. ••'.•a: '�.•]•4 `r r; a •�• }••'.,� •!i..-•' - S.4• ' ••; ' «.•' '•;' I PROPERTY OF i AND ARE THE PRO 1 I I ;• ( THE ARCHITECT, Y r I INFRINGEMENTS WILL BE _ g 1 1 •: ' _ ( I 1 ` • 1 PROSECUTED. 1 N I1 I CONTRACTORS SHALL VERIFY r- •! I ( ALL CONDITIONS AND HD ` , f L_----- --------� f{ 1 L_ __ __—_____ _J - - AND QUANTITY OF .:.. : I AND BE RESPONSIBLE FOR _,' : ..: :' .. u .. : ' :•. , t: ..'•,a .. a 'f .. FIELD FIT MEASUREMENTS f v - :• Z•, . .a_.! a� y •. ., '•..a y. . ••' .f4- •% :s �. f .:a •r a •'f' •]_ i t, � .. ., , <.,4,. . ... •. ., •: �•' : :. • . ..: �. WORK NO ALLOWANCES -__.._._..........- _ -- ___........_. —_—___ _--= _ _ _� _ _ �__ _ _ __ __ __ _ --- __ _ _ ---_ ^� __ _ _ __ __ __ _______________ _ ____.__ - --___--___—__ ____ _ .{_ � ....� �- SHALL BE MADE IN BEHALF @�Y! — I I OF THE CONTRACTOR FOR j I HIS YPART.ERROR OR NEGLECT ON I I � NOTES : SCALE 114It=1'-o" 1. ALL E SOILS SHALL BE PROOF ROLLED(COMPACT)PRIOR TO PLACEt"ANT OF FOOTINGS TO MINIMIZE SETTLEMENT. DRAWN BY JET 13 2. IF EXiSTiNG FILL NEE06 TO BE REMOVED AND REPLACED, iT SHOULD BE REPLACED WITH A SUPERVISED CONTROLLED FILL QJ-� 4- 11-m 3g-�, 66-1rA CONSISTING:OF A CLEAN INORIGANIC SAND,CRUSHED STOW OR RCA PLACED IN LIFTS NOT TO EXCEED 12"DEPTH AND BE DATE 08 AUG 2� �'_�,�-�, 12'-6° 22'-�� 2.1,^4„ COMPACTED,UNDER INDEPENDENT SUPERVISION,TO A M(NlMUM� 9b � iTS MODIFIED PROCTOR DRY DENSITY AT OPl'ii°�JM MOISTURE CONTENTPER A61M D 155'1. SOiLS TO BE USED FOR CONTROLLED FILL SHALL HAVE LESS THAN IM- PASSING A 200 REV. SiEVE WITH NO LARGER PARTIVCLE SIZE THAN 2 INCHES REV. N � �./1 REV. �R PAD t=o0Ti1�x FOR LIIN REV. - _._. _._. .._ --- -- .. .• -' 1w1w'CONCRETE FOUNDATION �/L1mill WALL AND F-DOTING JOB NUMBER - - - - O EMBEDDED HOLDDOWN ----- 'LOW°CONCRETE FOUNDATION DEVICE SEE DRAWING 26 i Aj WALL AND FOOTiNG WITH (NT. Y.iFn VERIFY IN FIELD Add SLAB SHELF N.T.S. NOT TO SCALE CONCRETE FOUNDATION WALL KIZ NOT IN CONTRACT O F 1 AND F-OOTIPks FOR PiER!COL. AD V=. VERTICAL ON CENTER TA.I,I!! TOP OF WALL 0 2025 Brian Shore,Architect I 41-611 414011 51.0" 41'-10" 8'-011 .1111 PROVIDE PROPANE GAS 8113 UP 1"RRGM ' A SLAB.VERIFY LOCATION INFIELD ! i WAINNG ttikL I _ fROF ANE C-MLLE e e -----._............... - ---- ----..,------------.-------...,-.,,,,-----------------------,._......-----------------------------------------------------------_ - _..............._.-..--.-...-.. -- _......_......._.._.._.-..-..........__....-.. ..._..._ .....-.... -....--._... _ ----__ __ ---..-......--......-... _...._..... -- -----..-... ........-.-..-..- - _...............-................ ':+ a'.i a. ••' _e .�. Y,A:' ,!i!, t.4 f •e. •4 '• a• R R' '.a•.f: f " :��.: a' fA i• `•iw •• +..: 'f s _ . ..... ..........__.__- ......_.....,-._.......--._--------------------------------------------------.------.. _. __-_...................... . --.---- f : A, .— a}+��y Cp �n i 1 a.►T°FF�dd14s w, ita a f}.^� 13 CAS •N _ ------ — ------ -- - (3)R/ x 91/ MICROL.FL. ----- - F1EVAtl 2TI.: , PATIO I\N -_s 160 O.G. 61 i C Q I) .4 O j,[� .!•,a music Rt I .......... 4'TJI S€a0 SERIES lei� 11%'TJI 56O SERIES - ` c�,E 12 x FJ. i6"0C. y I 1 FJ.IN 29 y: I� g�rg _ -- .<:. (3)13i x MICROL FL (3)134 x 11%MICROL.FL. .f - - - - - ------ MM 4 : vie 4\ f. 1 �'-�� a'-� al-@° 121-2'► 121-(o" I 11-4" 4►I .;t II_�n - 1►-�n R.�. X 11:► ° _ (2)P/4 x 11 E-x1 n -x � a� I I I ' �"• �• 14 iv I i I � I (Z 1�4' 9��g" ..................... . . . . . . ....................... r... cv :s� C:ROL D - ! I _ ,r r. a'♦ : .......... �9 S► e ;< _ I I -►i sn�i , _� ..._........_...._...._........__/ a'(2)P,14p x 9 1/g )P/4"x9gn' '9 _ ICR1" MIOL.D 3 -(011 - - s� -bil -olf APE (i .Q .4 g� NSNUFi tr`i 'cam <.:: -•-.•--.-----.-..-.-#'- R- � � 1 'r, M a 2 x 4 ' FURRING ON FL WITH �, FULL T CLOSED CELL Y FOAM.�$ <, -----------.._..... . . E X GYP FS FINISH •'` 2�_g►I �,►► 13'-1@'► 4►I 2� ®►► �,►► -1'-@ bit �' 12'-2►' �„ I I i 1 IF S �� I 1I E - � y fY Of The� g eTILED WALL MC555 e � 1 � e El Fitt �Ye �,54 1 � \ aT ~ 2 (2)p4n x Sl u ' I RECESSED MED.CAB. AN d \ MICROL I ik) I II —I _ cp 2 f Ate + 1 1_g I '�>r>-`—' —=—� 14 e f \ PULL art stab ,> of x x x _ t4. ;y - F.. .: .............. ..v. .. .,... :... Hf....:............:......:... . :4S fr I ti► MICROL. ,►► ►I r ►►(2) �/4 X��g ----------------------- ............ ................ h 2'-41 -2► (01-1011 ►11 - 2� ;,. -� IT IS A VIOLATION OF LAW ® (3)?4"x IN"MICRO•FL 1 f;/4 111"MICRO.FL ER N UNLESS <f> FOR ANY PERSON, U S _ _.....-. --I T- ........—fi-I —-T—--� — ---i1— -1-I— I I ._ ACTING UNDER THE�J I I@ I I I I 11 -`i I I I I�, !I I I I I x ® DIRECTION OF THE �, II II it 11 I! II II II I! II I� II li II �, ARCHITECT, TO ALTER THIS I I DOCUMENT. x 2 x 4 A.C. FURRING ON FL WITH 4 °' THESE ARE AN FULL T CLOSED CELL Y ,� i INSTRUMENTS OF SERVICE I y 2 x 10 A.CD-D.J. x l l I I I I !I I I I I I ' ri FOAM il X ITYPE GYP. IFINISH AND ARE THE PROPERTY OF I6 oz. I I I I I I !I I f I I �, bxbx4,I THE ARCHITECT, b)2 �I1O A •T LLIS BEAM 11 INFRINGEMENTS WILL RE -- - -- __.-._... _—___ ---__ - _ _ PROSECUTED ` . _ -a .. a•f. ...aaaN a• -a V f•• ••� ' '•. •.• •� •f •�••f f•,•L•ta f¢•.a:f..d.f..•4.t'.` :�.f i .� M, i I I I I I I '{'i + RETA<NM WALL CONTRACTORS SHALL VERIFY ALL CONDITIONS AND PRIOR TO MSTALLW:t FINISHED - ® -f n MEASUREMENTS IN THE FIELD DECKNG AT SCREENED PORCH, `;) (� 29 AND BE RESPONSIBLE FOR PROVIDE STAINLESS STEEL INSECT - �.. A i .. 4 RAISED CONCRETE PLATFORM AT IETEINC�FASTENED 70 T OF 1 11 1 n ► n �� P15E AREA FIELD FIT AND QUANTITY OF r p OP 11 -@ •.1-@ +� :.•: I-� 11 -(O I I-ON NO ALLOWANCES s DECK JOISTS WITH ST.ST,STAPLES. SHALL BE MADE IN BEHALF OVERLAP AT SEAMS AND TURN UP AT . . •:' OF THE CONTRACTOR FOR a - a .. a _ ENDS FOR TiCxl•'1T FIT OR NEGLECT ON .a Q a a. ,f f 'a'd�•a, �� ' �: .i! •• f '[ a .,s•r' •. 'f. 1• s• � S i^ � 4 .• a~ i �'f ' '�' 1. ' -+ y [d -• 't•• '.at .f' a` ♦ fa •R 'f• .. ,.•� :.t f , '. :•' y° 'a a .... _-_-..._..__-_.__..._.....__.__. - •. .' - . .• •.' ..' .. .. .. ._--.-_............._-_- HIS PART a9 i ® SCALE 1/4"=1'-ID11 Q I 61 i d DRAWN BY JET DATE Pia AUG 25 A REV. 0-0 4-6 . i i REV. 4 -(O 12 -(o 22 -� I 2� -4 I REV. NEW WALL CONSTRJCTiON REV. 4' = 2 X 4 STUDS * 16' OZ. (061-1ID" 6° ■ 2X6 STUDS a16"O:C. JOB NUMBER 4zzzz INTERIOR BEARING WALL VJR VERIFY IN FIELD I I AID )11 RT.5. NOT TO SCALE SOUND ATTENUATION WALL 2 31 NJ,C. NOT 1N CONTRACT —— —— LINE OF SIT,BEAM,�CYLIG4T OR RA.H. ROOF OVERHANG 0 F K / CEILNG ABOVE pg. BOTH SIDES ®2025 Brian Shore,.Architect 50[-]oil 14011 1-611 1.1011 ll 4 4 51-211 2 33I-lo 0-0 p A 161-211 T.0111 81-011 TYPICALFOR-111CO COL" (2)PEx IP/4 MICROL.FL. AIC ALC A/C 4ro x 6 FARALAM POST CLAD WITH AZEK. SIMPSON STAND OFF BASE 0 Ca%*(p - 6062 FF SIMPSON POST CAP'P CCQ SERIES UDHG2 3C% ..................... PAPA 77:7777777 7777 ................... (2/R-4- x m P/4" X S 11160 Tit 560 SERIES 54 MICROL. (3)P/41 XIB111411CRO . &�MtCROL. Ib"Or- (p LIVM ROOM FIREPLACE Fll WARD AT PORTICO PREFABRICATED DIRECT VENT PROPANE- F FIREPLACE BY NEAT 4 GLO,MODEL I A I j�- x OR 1.11 x v x TRUE-50WITH 'STRATFORD' INTERIOR 5,411 4 - (2)11/4'x li "MICROL. PANEL.NON C0115USTADLE32 a02 2 x 10 RR 16"OL, r \ C • LERARANCES AND WEART4 AS C4 REOJIRED BY MANF. UOL. 2 X 10 C.J. Ill ........................................ ................................. .................................. INA PARAL it x 11,41,M11 .............. FMT (3)P/41 x 1116"MICROL.FL. 17AT.M L ------------------------------------ METAL DUCT LINED LAUNDRY CWTE P/4'X 02'TJI JOIST FRAMM 6 1'-4 FOR SHOWER FLOOR ABOVE TO LOWER LEVEL_ FRAME AS REa Lu x_1 C14 LILA x x T_ (p 11"Iff,Til%0 SERIES OUTLINE OF BAY WINDOW FRAMED 2A OYER CANTL.FLOOR JOISTS MCTW V.................................... ..................... (1)RM (2)6HELVFS 3: PAUL x�SYMICROC RETAINING WALLS AT STAIRS (2)AW/4 PmT I-01 :r2 - 4 J=w I -C3 10 4 4 1 JI- CIO 22 35-6 �': I 1 (2)P/4 x IN'MICROL.FL lilt FLAVORMS TJ1 !iblZi i ERIE6 an 0 x - I 169C C. WAND RAIL AT II x STEPS IWALL x "\ co bx& 0 1wD 0)%ELM FARAL (2)P/4 X 1116"t IICPDL-FL 6x—&A MXT a Ip rmt 00 1% (2)P40 x I PP_ffld�OE FL X11 FM . 11 &Q:AST 25 0 1 11 �L-4A 31 = %D if, i 1-111 a 21-41 oil If El. 19 In BREA FIFEFLACE 41-411 41.111 45-9 1111-011111.011 4411 41.01 Ion V-41 V 4 OS PREFABRICATED DIRECT VENT PROPANE FIREPI.XEDY HEAT 4GLOMOPF_L '9K 0-0 WITH 'STANDARD DEFINITION LOGS', NON x ICO QQ _j CCMDUSTABLE CLERARANCES 40 on t oil HEARTH AS SEQUIRM BY MAHE. F_ x I UP(M) I ,/ x Im EQ__ C, Cq 1100'-0' (DATUM) I- IEL I ��4 C1 I PAR& C WILF TEMP I T;0 TEMP. 1 .., i x stml rl 1: 1� z- —--------- 444 ..... — — — — — — — (2)PWX 111611 MICRO.FL ITI (2)P/4N 1111i"MICRO.FL Q / ill - &qti I I I %% I 5T; ill 0211 SEE SPECIFICATIONS SN%MELTING SYTEM AT ENTRY PLATFORM AV STEPS (2)P4114114, FROM DRIVEWAY TO PORTICO It 6 MICRO.FL 2"BLUESTONE CAP ON TWIN STONE PANL co Cm FINISH MTANW3 WALL L_u CLEAR CEDAR LATTICE PANEL ON WALL fa EL (2)2x6 ROOF CRICKET FOR DRAINAGE AS MOL MA<FAST it C14 �14 NT GARAGE ROOF BELOW %D 1(2)P/4"XII16" MICRO.FL (2)P4114% 46-2 0 .011 12 12 12 b I 1 (01 MICRO.FL _611 ------ �14 rx P411 x S1/2"TJI JOIST FRAMING FOR SHOWER FLOOR AWYE 0 gj 0-0 (2)P0148 MICRO,FL MICRO.UJIT14 STLFILFL (2)P/4"X 1111i V_ (3)110 lilt"MICRO.FL UDH*2 3032 UDW 3032 12 _.._——1 aw. 1 j I ———--- — ._— —._.. � o___..___ ——— —..... i i - TEMP. CMIER -m 151 TEMP. CAM (2)P41x 11 MICRO.FL x 'IT IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS awl, XA*b!1EAC LrA 00 n 001% POST E>FOED IN ATTIC OF GARAGE. ARCHITECT, TO ALTER THIS BUILD EXTERIOR 2 x 6 CRIB WALL REC IO OF HE DOCUMENT. S Tal FROM UNDERSIDE OF FLUSH MOOR 4.3 BEAMS TO TRIPLE ROOF RAFTER THESE PLANS ARE AN BELOW INSTRUMENT OF SERVICE SIR AND ARE THE PROPERTY OF THE ARCHITECT, x ............ .... .... INFRINGEMENTS WILL BE ..... .............. ....... PROSECUTED. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ON CONTRACTORS SHALL VERIFY .?C ALL CONDITIONS AND 2 x 10 IZPI 2 x 10 RJZ MEASUREMENTS IN THE FIELD (4 O.C. 6 16" O.C. AND BE RESPONSIBLE FOR I PLANTWs BED PLANTINGS BED FIELD FIT AND QUANTITY OF A bit !611 WORK NO ALLOWANCES SHALL BE MADE IN BEHALF I OF THE CONTRACTOR FOR L - 1 (3)hit x lilt M CONT. ANY ERROR OR NEGLECT ON DO HIS PART. 4. SCALE 114 1 L RETANW4 WALL A/C DRAWN BY JET COLUMNS ON RETAKING WALL SUPPORTM OPEN TRELLIS DATE 08 4UG 25 REV. 0-0 4-6 no 38- A 1_(011 I-sit REV. 4 12 21 121-211 LEGEND REV. FLOOR TO FLOOR REV. NEW WALL CONSTRUCTION HOLODOUN DEVICE. 50' 4" - 2 X 4 STUDS 4 16"OL. SEE DM 0 26 -1011 JOB NUMBER 6" m 2 X 6 STUDS 016 O.C. VJF. VERIFY IN FIELD 7777777 INTERIOR BEARING WALL N.T.S. NOT TO SCALE ACD ()'I 777 NOT N CONTRACT '4 31 .777 SOUND ATTMATION WALL IF r 22T RON. ROOF OVEWAN6 0 F i 'Ac LINE OF SOFFIT,BEAM,SKYLIGHT OR B.S. BOTH SIDES CEILING ABOVE 0 2025 Brian shore,Architect i 53'-,111 13'-10" 3'-211 151-811 161-211 21_011 214011 Q-® � 32� 49-1C� I—� 50-I21_�4 5_ 3-4 ...................................... --------------------...._-.-............------------__ ___.... _--........_... ____..-..._._ _-•----------•--..--......_.........---------------__,-,__................._....-........._._,._--__-------..........................-........... ------ CABINETRY AND SHELVING 1N CLOSET BY OWNER 3'-011 411 RECESSED MED.CAB ABOVE EACH LAX. I 1 OUTLINE OF Roos OVERHANG I _ -- ..... --.. -----------------..-_..._...........---- I - ------- --- - - - ---- -- -- - - - _ - ...:...::. a - - - - ) is 4 x 6 bxb _____....................................,_: b,x b , ..� 5---•. i _ ' y� - CV iT bxb ` 32-10 Q - f � av ' _ - Pia x 91/2 MICROL. _ j � x MAINTAIN A — /— — IN -F- ,4 x s -� n50-4c 1 t _ 1 :'�"¢::: 1 i 1 WINDOW SILL TO ROOF. l�a x 9� ROLL, ... •....N 31_211 151 411 �? PARAI_ ` - ' 3"-4 /g'-�" [ >-•. .....; _-�:::: `-- ADJUST ROOF PITCH AS REa �IY .... POT , O 11 k :-' PORTICO ROOF BELOW _ X . ..1 13 J. 1 x - ::r..., .....� 13 -- , I ..I o�. ' X P/ x 9� MIGROL X ' ' '�' 2�a `` ♦ �' .rr � METAL DUCT LINED LAEJ�IDRY CF�J°fE �- 1 v: o:' - TO LOWER LEVEL. �AS a , @ - RiDG FALSE RlIX -- .....:.:.. .. C :. •1 _ w o, F: - ....I ...�'......... -..... .... }....A. a�BENGH 4 3 411 I /J511 I /_I N- /li fi it ! 411 /_1 i..._ -.. /c- K/ IJ L! 't 1 ID -- , , BALCONY BELOW , I n-b ,, .�zb- i s-b _ a 50 - _ - _ -_ x / (I \► N � �'' -�- .:i--5 �� -- --�-...�.:::: tiLI=D WALL RECESS �. 1~� ...:F� L I' PAS + HTrlc ,..... ::..-.. ;f...:.-.... ...... - ... arcH 'p� _.. __ -......... _ .-__......_. Df31 CLfx J.iAMMb , _.............- --=----- - _ --- ..--....-._.-... __ _ _._..-.... ....-.-..........-... / ��- v e'to - ....� FI��Ah11NG FOR ARCHED SARRI*L a x 9 ! _ „ 4 aT Ircu orte� <a x �a x _ ....1 - J VAULT CEILING AS A MI: ROL PAR& sT N - r = CABM-W AW 81�Y�a � b/33 - a/34 t3tiT ea": POST :.:I >_ '@' - @ un - R4 CLOSET BY OUN�R \ r 1 a f 2f /a « 1 IC� _` (3)P4 x 9l/z Ar<av euul IM / G -^ 1 M(C L T b%b i - MAL. LIIRY FIPLACE b%b 2b ;aa i' T-e+ I I I I -i� -w �wweww ww. w_ PRIzA5RICATED D IFECT VENT PROPANE= Q MI L. �I '�" FIREPLACE BY HEAT t GLO,MODEL 6K i 1 11 i II 1 + T _ `I } ENTRY PLATFORf IS ' y _ It it 1 11 li 1 it i I II EI I EI I II II II •--•!' r----•. ..� ...1 I WITH 'STANDARD DEFINITION LOGS'. NON I; 3 -2 2�� ;8 3 - & 2 -3 ( -0 ,,�s ` -1 -5 -0 4 --1 2 -( '::::�-,=; ': AND STEPS SELCil1 I t AND ! W =� - .... - GOMBUSTHEARTH��EC,�!'!RED P+Y MAN � h Z x 1!�R•R. 2�x�RR ��+ � � 15z-1?� J.:..�. '- - a I I e I/_II O/ ILId I6 0� ,q I - %�.._ o' x P J I l2)�'/a X 9va Mi L. 3� 1 I --. ._,.... -- - --;-- - - -... ------ �.._.__......-.. -- _ 1 c� I / X 1r MICROL. - - . ::a.... �....a,.._:;:-. i ' - 1 �.� f2)P4 x 01/ MICROL.FL i = ®I Si' - ... \ N - ----- @ x I .RIDGE e' EL f 110'-01 ,-xl .. l 1 [ _--- - ...__.._.. ___ _: ' -, IL - - ,, `•r 1 2 X 10 Cj_ G � I �� I -• ` I ttl-a� • i 2 L f I ^� I. ' 1 ® N Yi ,{ .... \ X -- a h„� I ..-'.,..3-.......L....i.....:.....1.... f i I 14 E .. i - - I.---I.. --; 1 \ y..., GUARD AT JULIET BALCONY ACTIVE o`•�e ( //i `\ I \,, �- COW,OW NG TO CODE I 4 ](2) -- - ---- x �e , L - -:r-RR - - \ - -- _ MI ------ ---- I It IE 11 41 ,t I 1 :..... 9i ^� j /_ -p1 -/J!0 -it tG/ VG 1[/ I 31'„�II 1 _�\ / I I � � p I II SJQ.�• 13-1� it-v f bxb � 2) X 9 - - - -- -- — :>, — — PAPAL GRO L. 1 r PLAT aQ .�L-'-'-- : c^s ,.. .,. a .. ... .. ......:r••..•.,.-w...,•. .. ..:....:..:.:. i:. FD y � r _ - - t R0� OW _. � ..- r: •sa b%b a a b%b +:• :1 ' _... -• �PS�s -n BELOW 7' ,—{ .... P1Sf t1 / �,'i. •''. +nn't 1:♦.'ter'.`C_• :f-mot,--t�!• _•i ..,.Y.• .n••='.:i.:T F-r. '..Y•'i'i '':+�:..:- ��..- __ .!,,, �\•�...... .-.,I ";:..: sw,•'6. Ate. :,. �. t � C L •`:+ ww•wwu ,•, J l s 4i! /Ay O :•F— 1 .4 �, J`• PST i°mbT �9 ..;. ;.:•...,♦ ,h;� ,'-•. ,.k - Cn X1 00%4 C4 i Nl%w rr Ji- .-.. r-. ..MLvk^`i»a.'`7.t ''*B ^2!�Ty'� �.,. '•t - - - ter`-\ -tt..,..,-.`. -L ' vt �. GATHEDRAI.. CEILING iN 1_ ALGovE _ I L ' - 0 - CAB, r } �. ® t RECESSED ME'D �-,1 : -�' .L•. ...1:'• LJ: :L-: �- -- 2z ..� 1. - I •i. E�-1 ; ..J a @ @ I X I P/a X if%MI X.RIDGE ' 1 rya%b �, _ O aQ @ _I t .' ,l. ( r 1. t i - 1 11 f ® I 1 1 1 1 i 1 I 1 1 1 11 .� �t ' v F---t4 , I 14 3 -2 12 -0 x 4 2 3.0 - 2-2 2 4 \ 14 -0 (oil - 1. t - •I• 14 s 11-1.• i I Ii •:e 0 41-81. - , .. :. 2 X 10 R.R. 16 O.C. .L.. _�,.. � @ ;Y: o , 11 2 x 10 C.J.4 Ib Oz. -E -1: T' .r RECESSED MED t : '" ® - «^ - 11 :. ® : • -� ,. xl:J GARAGE i�oF BELOW 5� ca5 = / _ y:: x .�, E FULL WALL TILE RECESS x 1. -- f 1 _ �... 1. Ll....1 I Q FRAM FOR - OUTLINE OF ROOF - — SENCH ; - s: @ r ..-. a• cn i .i � �\. r; ARCHED GLG OVER �:, / -• bxb - .--- --..:.,.... .. . }. -' ©r ERWAt 916..7 m ,' = :::,4, I : I i ..; cY! TO AS REa Ate- f2)2 x� � -i - _ ,_.�-'i- \� - 1 t I --I� t: rill �� Pt�T i • ' , : 1 ... .. ......... .s ,.....,.. : .. -- - x - _ IT IS A VIOLATION OF LAW :..__ t.....:-- ..... , � wQ ::,,. .. ..1, ....,.....1,• ..... t......1...},-- ....[.,_... -4-^-- �-�-�� - - - I - `��-J--:_..__ ...is _t-,__l.•_ -,..'-...., ....-.-.. I I ; 1 • ---' _. -. .. - .. •..: .: : .. R ANY PE UNLESS -__ _ ._, I ,_. . ._..1 r .._ � � _ 1 , r 1 _ �-1 _ . �. .1 .J ..- 1 . _ . 1,,. , , , .i.... \\-..� 7 .�. --1.:\ \�[ :. .�.. �I FOR PERSON, u - �- x. 1 _i 1 nt E f I T�i E r i I 1 _ _- - i OW I i ROOF BELOW - -.... ......: ----- --- ;;:; _..-.i.�.. . ..... .. L. -. 7 1. 1.� 1' E --� r 1 . , .-..-.. - ..:, . , �..�':,1..,.. ..- L...,1..-.� ..�`l.-t.�:... ..�- ::� �. _ _ � u L,i �� _-,.L�_ J-1rr< -1�- --1-_:-�YL_-' �_-��• _1 � ACTING UNDER THE .�v t-. .. _ -�\ 1...>. _ �.-.•. J_ _1...I 1....n-�... . ..1_-:.-JM....._[.._1. .} [....., >-- . J .�,- .. �' i., DIRECTION OF THE :_.. _ -( _4 --r �1 -' ; t ; a r I I T ( ; • ARCHITECT, TO ALTER THIS I T. -(`I DOCUMENT. _- 1 .\\ 1. -----� 1 �� - -, THESE PLANS ARE AN -I 1 E I• -i- ti I t 1-, J....._. 1 I �: ' � ' ..-.. 1---c i--a t :...._[. �-- ....1-......._[...>. T_:L` .,.,1...L. .•J.-::,J....._�-I SGREI�D PORCH ROOF -- -:-_- _ , • INSTRUMENT OF SERVICE I BELOW - ;..... ...-. : \\1 = ; :1 I I j i E I.,([I' i 1 E i li„i !_ ; s AND ARE THE PROPERTY OF _-. i ---I. ,. \1- . ,� ..... h -M1T THE ARCHITECT. `'-fir .....:..... , - .-,-.. 'i'T .-..--t- C ?..-.}..._'. ' I._. .... _a, .�..T.J .. .:.. r �- .;.....:♦• J t._:.....l.z.._t .1...t._..:.,. }_., 1..1.-1 i...:..t, INFRINGEMENTS WILL 8E .� t {....: �.....1... ......t t i_ 1 I i s .,- -i -,• : --r�" -.;_ -' �. •� PROSECUTED. i J r :Y `r i - -�' -i J7 - __��:1JJ.`r�' -L �i'-r-i..' -4�.� - ...li��.l.: L.T ,@ ..... , ;, ' .: 1 i 11.J4 ..L:- . _aL.. .. .,1 SHALL VERIFY I , ,.. , ; ._I. ;......,. •......��.i<...1....:.,.i..,..i --..�. .-.,.�y.;1...... ...,�. ...,\'-.-1.....: ......_...�.-•..a...:.,:,1. CONTRACTORS ALL CONDITIONS AND .:::......: .....~.... ......... ...'---- ... ' � - FIELD 1 > \ ...-.....� ' ' ' MEASUREMENTS IN THE AND BE RESPONSIBLE FAR FIELD FIT AND QUANTITY OF .�.." OPEN TRELLIS BELOW WORK NO ALLOWANCES - SHALL BE MADE IN BEHALF - � - �-��-• � \---'-�-•---r OF THE CONTRACTOR FOR �- ANY ERROR OR NEGLECT ON i. _ _ - -- '=i - ----- ---- -------- _ -- ------- --- HiS PART. -- I ------ -- ----- —_-- ---- SCALE 1/4 -1'- ,4 DRAWN BY JET -�} 4-b n-0 13 26-3 45.2 50-i0 ! 53-4 DATE 0S AUG2 I 11 ! 11 1 II 1 11 �' 1 Il 14011 4 -� 12 -( 9 -� 18 -� 2 ' REV. i i bb REV. , 53'-411 13'-(" REV. NEW WALL.CONSTRICTION T�O.W. TOP OF WALL REV. 411 - 2X4 STUDS a16pOG. 6" a Z x 6 STUDS 0 i6" OZ. VIP. VERIFY IN FiELD JOB NUMBER (('.1Q�" N.T.S. NOT TO SCALE INTERIOR BEARING WALL / N.IL. NOT IN CONTRACT D p'l i!•_:: W ND ATTENUATION WALL 31 RDA. ROOF OVERH" B.S. 50TA SIDES 0 F . ----- LINE of SOMIT,BEAM,SKYLIGHT OR CEILING ABOVE ®2025 Brian Shore,Architect 4 A 13 EXTEND GUTTER AT HiP ROOF DOWN RAKE TO LOWER OTTER ----------................._...._.'-__r. _.................. .� _..----------------------.... __-_ ._...._._......._._---------------------------- - - i GUTTER AND LEADER .....................................................................................................................................................................................................................:..................................................................................................................................................................................................................... . f --............. _...------------------------------- - OUTLINE OF WALL BELOW OUTLINE OF t�TAMIt�Ks WALL BELOW 29 i ! 29 ' _- ---'-�•� ` I ." � A.A ,!'�..1^ ,�.� :;..1 -.� � ; 2a Y LEAD SINGLE PLY MEMBRANE ROOFING PITCHED _ ----- -- - -- - - ..... J --_-i.... .._< .. .�, - --�� - .. ;...-:....- - --• OUTLINE OF COLUMN BEt.OW TO CUTTER -�- fi.. _� � ! I ! t.i. ! _E...... _-�.:� L..._4 _. f ; • - - ..... .... ! I - - - - tva�acut ! -' -' - -. - _ 1,. rLEAM :1........ :}.... ......::::.....4 OPT!AND FLASHED VALLEY TYPICAL I" }::I_ —.i"...•' -- J: , • '_' ...... .. - �. ¢ ...f.:.." .....`. , :"�_ ` PROVIDE WALL APRON FLASHING UP AND OPEN AND FLASHED VALLEY _ J $.. UNDER SIDING AT NEW ROOF FIBERGLASS ROOFSHINGLES i �t,.. .;.1 �-• f- !. i 1 ...�' 1 ..a.:.�u, - - ...i }- b Jt - -!1-iI 1 �i l"{' y....'f�� l ! ; ,..-'_� - _ _ ... ... _ _ ^L`.:... -- TER SHIELD A5 --- OUTLINE OF WALL BELOW ' cv`s z' : .. r _ ! ;. . :`''''' - - D p W N t — - REQUIRED BY CODE 13 ii !� �- nl ! - ::��: — - ! i 4. ` `..., i ... .,:, n I • r� . r . -- •---r .....E � I-" :..*�-",-• .�.. J i .� s' 1. tt .J• ..r Ir .._ .... -• -- - -- - - i { BUILT UP i+ .E PLY MEMBAI�hIE OUT CONY - . LINE BALCONY BELOW �--'-•- _ '- it •� _ CRICKET REQ .• i SINGLE PLY ROOFING'PITCHED - I _ _. - - O GUTTER . _ a -L } ..... .....r _. - t... li L.l 1... .l J :...• - - FI f I i :) .... _..1 ---.. ..... .._. I ., >� �� - -. I3E�LASS SHINGLE GAP AT RIDGE I i CONTINUOUS GUTTER AT FLOOR BAND T T _ --�! - - !��-I. I-1- GUTTER AND LEADER jjj BELOW ; , � � :._.r i- ,... 1.. ' - - "hl I .1--• -'. .� a.� '_ li_ i ...t ` �-'-^ _ k I I OUTLINE OF WALL BELOW GUTTER AT BALCONY EDGE WITH ,... COPPER 'RING iN CHAIN O6N - -- - ---- ---- ! ! RA D (- _ • .".. .. _.-Il._ ,:�:•:: ....+... - ! � "I �:: _::r OUTLINE of COLUMN BELOW I TO DRAIN AT GRADE. 4 THUS I- '-''-------------_: :..-.... - ... - -- - - - ! ; r-•= r I j :�I,. I Y i ALUM Ire P AND Ll !. J.. r !�...Y I,._T1 1. `{ !jj, T.�.. .i...' l i. i l 1...' C.. TERMINATION.COLOR OF CAP TO BE ._ -.�=-�- - -�:-'--, -- , -- � ...__ -: ..r- I • _ ! �` � (<.. - I �s ! : ' ? ! — �... ' x 1 t ! --------- I SELECTED . : -------- ---- � ---'-• ........ _I1 ....-.... . ., >.._: •�- i.... ... _ ,i i I BUiLT UP CRICKET AT CHIMNEY A5 I 1 I ' !' ' ! I , � i i � _.. ....; , .... ..N I —.I I .._• _� ...rSri. — ..J'.i..,,��v.J.;..� __ - .: — .'• ��—tE... 1 SINGLE PLY MEMBRANE ROOFING PITCHED '.�_o !•; l -- -� {- !'- _ t0 CRITTER f . Y- I - _.. L� i r r ALUM CHIMNEY GAP AND FLUE TERM IO+h COLOR GAP TO BE _: ! `j i € -i T- ...................... __ _. __ ` i..........................................'.....J . i SELECTED ... ......... ....!i .,.1.... ... .. ..-- ,�:,:>.,:..::,:;::;::,, : . . , . 1 ..� r ' i i 1$ - .;!1. BUILT P CRICKET At CHIMNEY AS � , .....;,..,.. : . �.:::.:.:<„ - _ r _.. _. __. — f > f-- I. . . ........ :.:::::..::..:.:... 1 / _ _ - .. 2 BLUESTOI=tE SLAB GAP AT CHIMNEY - - !.........� 1 I ..1. r- - I • I I - ; , r r , y i... ;� . f�:%�:.:;� :. .:'��. 4_.. - 1 TRANSITION L-T- CRITTER AND LEADER ! RETURN GUTTER T GABLE END WITH u3:�: ;'y:. ��'': !LEADER ,-.- .. t - - - - - - - .I. { `�. ............... . .. OUTLINE O�WALL BELOW - :- - - _ , 9 1 FII3�arLASS 5HII�LES At LOW} BELOW T -I. I I LEADER LEAW ... ,--, } ! " •- '4 I I ,-n*-'- T.i.....• .�i-j- --' .Y-- - ---' ._. `�1_... � `� L r� _ _ _ i _ _ i.� D AR iy.�,y�yE ._ ...., �_...I OUTLINE OF WALL BELOW SINGLE PLY MEEMRAINE CRICKET AS REQUIRED - t I I : ii Y" I ! %- !- ' •. 1. I :. �•'• t I i 1. : � _ - '/-�� 1 i_ l.... _ _ +'f N • -' 1 , � 3 I �-• i i i i - __ .... .__; ,._.. 29 �i-7 ^� t"-` �" s!_ �•f " .i. '.. i.s..l ....1. L„J,i..0 ! ..... T....-:..I��1� !. .... I I I• I li FIBERGLASS ROOF SHINGLES 'a FIB�LA55 731°'IINGLES AT GABLIr ROOM I ! i ' i � i ? ! i f'- I ..... J..... _� ._.. f----- -( _..t--'� ...... 4 ....is--: _ ....�........_�-•• .._. •....i--. �'� _ . •i. i r No.t. e3 FIXED CURB MOUNTED "'�YL4CsHT BY L7tdBRCXJk, I , I ; ; ! lir......�_L _. t.1_,. .. l---..lr.- i..._ _ li- _ �-} J r PRODUCTS WITH CLEAR TEi�IPLOW E GLASS IN FIBERGLASS SHINGLE GAP AT RIl?GE r _ ` • : - - - _ - - �-.. _ _ iI r- 5i4i --: y }-'� i"" _ .. _ ..r. ...r..!- ..i '. . _ t!_ "x 4'-O MULLED UNlrs. FRS � (213'.g• i ( � i , ... ..... _ P CFI- ....i - �--- P i?'G N� 1 --- ._...t....�--:_ .. :_ i. : !. :' _ l._ ._ AGK F1NlwH EXTERi1. •, _J_ i_ :,,.> I —'...;� F :r ....k " ! - i i - i +c•� x WHi FINISH INTERIOR OR OUfN �. -4 ! . r. I:. i:::• �7.L. . 4j - u� } � i ; : S -- � �.. .... , j x j - r- _I - - -1�' .. ...... .. ...:.•�----. ..T. .. •, : �-•r'-� •: �,J L-i.- r - ..�-i._ri ! _ _..t 1 i 1 � i a I Sl t I ._. '1 14 1 l: , 1 { , i r—+ i �—( — :—J ...t L1.-•• j :::�.... :I-1" -,-i-r _ W F T - •� I ALL API FLASHING AND : r ' ' ' _ >UP UNt3ER 5 a . . I ! ._t ---r -- :._, `„----: - _.r I ...1..1' _.: � i— 1. I— .-_L, ;. s— J. .�.1— _. :_. ._ �_Lt i �i! •; ! r" ••i-i- 1 �T• — — 1.. J- y; { I : 1-�, -I_::I:'�::` -1:•L._�il`L.r`1:::::��. I,�::T_t a.1 SIDING At ROOF 29 ! i . . . 1_'.. � - -- ._. .... ..... .... � t , , , �E 1. r L...1 �� LEADER ...i .. _�. .,- :_ _�. t. , f--, , r._. ..---. .• .a I i ! "'i F A55 SHINGLE GAP AT RIDGE y' i �-J ..... .... ._.. .... , :. - :..r.r -_ram.�4.�•.,.—�:�F..,�� ; Y `i' :...9j. I - - i �, {a i ! , ! , I t ; I • i I , i 1 L1..>....... ..I. J..... 1. .L..:I. Z [- r—t ..... I...... ;..... LEB2 .... —.. _. -- .y i T TT I. Y I 1 �E ( 1.. ! BUILT P SIf IDLE PLY CRICKET --. .-.... _. - ..............................- -.._................................. '- ' _ ............................ " T T L �'}f CFI-1..�5-r —Y... �.h-' I..I. _ -L..,{�� - •.... ..� ! IT IS A VIOLATION OF LAW AT WALL BELOW A5 i EO T.i.: ! ; -'-' 1........ 1....! i i:.i..._ 'i ..1..:. FOR ANY PERSON, UNLESS i.i ' " - .....�_.. _... ! _ lI__�.ti Ti.. _,[:- .�..,.1::T`: _:.L._T:. .I:a. I.J.. : T 1.... .L ..:.Z.i.T:I� i . J...- _... �..... ! i I ' ' , ; I"s. .........�....I_.i...' ..1...'..._L..1.1...0 i..,....�.._�...L..;`�...L,. ... �.1.... 1..i......i: T..i ! Y i_ r... ACTING UNDER THE _.. ; 1 i ; 1_1. i t l r ; , ..i ..,�... y..�l _'..� ...,.[, �i.. ...,1 ....,L.l,.. l :..'. . Y I .i... �.. 111 : I I it ..... ...... .._H ._._ r.....j ....., ..._ .....f.-.... :.... i ; —,r�-+.. �-I.F {��a i.� rif.� I-Yi I I I : r I..:..... T ! r. .�.:.fr . :_ '.,.�-- -:a t�J-iY.r. ..:.�:. .�. l,T.... .{ .� !� DIRECTION OF THE Y i r. 1 i...l� ! - ........ ! I ! !— L; T, T ER THIS - ' -,. ..I. ;� - Ti.,..[ :..)..:I 1....ij -i.i .. :... �.... 1..�. ._. ARCHITECT, 0 ALTER I-.. ...— 1 i �' - . iT . , i r _.) DOCUMENT. - '-� _-- .--_...• . ' .. .....,. ... :-.. - , I .J. _L...1.... , . ... ' ..... 1 .., 1r.,.... _ .... .... ,....., ! I �. �r_.:... .._L.rT THESE PLANS ARE AN ..._ .. .. ._ ._.{....i ,.. ..........� .............. ......... I ! . .--- ! t r INSTRUMENT OF SERVICE ::::::n t ::::::::t. - - 1 s .� ---- ' .1 J � f ---; ; _..>s.{1'i' 1- T `,-- {•� ! ' - — . ,.k•._..-• �- , - -�i'� ']�-. '-' �Z : . .. — — THE ARCHITECT, PROPERTY _. > { 1 �. I i =1 ! - ; ,.... _ .... :_ - - INFRINGEMENTSWILL BE T. _ - ........::::T._.... _..._.. - - -- - -... �i .... .........: -P I T c�I-----i ..... ,r =.._....rP I T C�! ..., -� i , -- - - --- FIBE€�'sLASS ROOF 59IiiLES J_I..... ...�-- g _ ......... _ ...._.. __........... p O W N PROSECUTED. , PROVIDE ICE AND WATER SHIELD - -- �._.. .... -"'_� �. 29 CONTRACTORS SHALL VERIFY _ AS PER STATE CODE "' - r ��L...'r "" L-- ^ ALL CONDITIONS AND r I;,_... ;— ,._.. WALL Al l FLASHiNG UP AND UNDER DING At ROOF MEASUREMENTS IN THE FIELD ` `... :--- AND BE RESPONSIBLE FOR OUTLINE OF WALL BELOW _... _.� _ SIDING " ..I - :.....i — - - --- ----- — — _. —_--- - FIELD FIT AND QUANTITY OF LEADER } GUTTER AM,LEADER -� WORK NO ALLOWANCES --- -- —' - SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR 2 OFAI TRELLIS FLOW ANY ERROR OR NEGLECT ON 29 OUTLINE OF RETAINING WALL BELOW HIS PART. COLUMNS ON RETAINING WALL BELOW GUTTER AND LEADER SCALE 1/4 =1'-0 A 13 OUTLINE OF WALL BELOW DRAWN BY JET DATE 05 AUG 25 REV. REV., REV. REV. JOB NUMBER 1.PRIOR TO INSTALLATION OF GUTTERS AND LEADERS,ORAL CONTRACTOR SHALL AID 11 HAVE FIELD WALK THRU WITH OUTER/ARCHITECT TO VERIFY LOCATIONS. 0 F01. "./D 0 2025 Brian Shore,Architect Cil-411 29 MwjECTm aeLr:m FlIBIER62-ASS SHINGLE CAP AT MAX"BUILDING 14EIC44T RIDGE T (p AZEK RECESSED PLAT PANEL AND SHWSLES F15EW34ASS ROOF 11RIM AT PROJECTM GABLE M FIXED CURB MOUNTED SMIC49 BY LYNIBROOK PRODUCTS WITH CLEAR TEMP LOW E GLASS IN _-Tj_ sf ALUM.FRAME.(2)3'-S"x 4'-0"MULLED UNITS. —e YT L j III I I a Ml r DECORATIVE Ct)Rl�,ELS BLACK FINISH EXTERIOR FRAME % U41TE FINISH INTERIOR FRAME -11y,I L I ................. AZEK 13ARSE BOARD RAKE BOARD AND lij ...................—,.......... ...... TRIM J J ;J; ....... ................. ----------- AZEK FASCIA TRIM AND SOFFIT AZEK FRIEZE BOARD mK90CIND FLOOR PLATE ............................ ............. ................ .................................................... GUTTER AND LEADER--—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-- --—-—-—-—-—- -—-—-—-—-—-—--—-—-— -—- EL.1(+118,419 AZEK FRIEZE 50AFD AT WINDOW BAY 2 .............................. ................................................ .................. AZEK RECESSED FLAT -- ----- ............................................................. %EE HUNG WINDOW WITH AZEK PANELS AND TRIM .................... CAS �V HISTORIC SILL . ......................... 5 0 Q MR DAS —--—--—------ 213 ---------------- ...................... .................. ............ APRON F�L�tM AT ROO: Lu WALL .. ............ CEMENT CIA70ARP SIDING Eli 1�1 ................... ............................... ------------------- Y : ................................. -_ -------------_-....................... FIBEWsLAW ROOFS 14�51_1!6 %..... ...... -0—ROD FLOOR Wj_ ....................................... ................ -—-—-—- -—- FTI AZEK RIM BOARD AND CA EL. (410-09 ...................................... ............................... --------- DECORATIVE BAY COFMSLS I,: 71: .......... AZEK TRIM & --------- x -DECOFZATIVE C4fOELS 77 AT PORCH HEADER 777 01 ..........12 i ----------- ............ .............. ........... 1.7 M FnD SCREEN PANELS 6 x 6 POST CLAD WITH AZEK 7 ..... ....... SHUTTERS AZEK TRIM ]� 9' M. ...... ...... A DOUBLE W45 WINDOW WITH AZEK —13.19— ——— —— CASING AND HISTORIC SILL. EL. 113,is'NAvp ism EL.t 'NAVD IM p COMPOSITE RAILING AT FIXED SCRIEEN PANELS ,........... PORTICO V�5_0 ARCk FIRSTFLOOR SUIFLOOR --------------------------- I�------ - FINISHED GRADE bN44 SWo EL. 11.O' NAVD W CEMENT CLAPBOARD SIDING :jf 2"BLUESTONE WALL CAlm .............. J_j; P—i OVERI-EAD GARAGE ...................................... ......... 4ii -PORCH PERIMETER DOOR ................... 1i1VIM ed THIN STONI�PANELS AT .......... PORCH FALL Q GRADE PLANE ELEVATION GRADE PLANE ELEVATION EL. t 65.21'NAVVP I ALUM.14ANDRAIL AT STAIR AVERAGE EXISTING NATURAL GRADE I AVERAGE EXISTING NATURAL GRADE EL t 63.113'NAVD IW8 THIN STONE PANELS AT RETAINING BALLS _ �� _ �� /.. .. . r .... .\ ... / ikv 2" BLUESTONE TREADS WITH aK LMR LEVEL SLAB C.I.WHEEL GUARDS __.NAMA & T&StONE V �Z —-—-—-—-—-—-—-—-—-—-—-—-—-— ............................... L ———— —— ——————— — —— ——— —— EL 1 (61.0'NAvD IWS _j_Tl---- - --- -------- - --- -- FINISHED GRADE STEP FOOTINGS,DOWN AS WOUIRED I—I— ————————L—————— ———— ————————— ——— — ——— ———7 _T I I _r I— �—I� 2: 1 RATIO MAX PWED C0rRETE FOUIOATION L IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS EAST IELEVATIC)N DOCUMENT. ELEVATION MATERIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE ROOF : GAF TIMBERLINE ULTRA WO FIBERSLA,%, SWW:;LES,LIFETIME WARRANTY.COLOR TO BE SELECTED AND ARE THE PROPERTY OF THE ARCHITECT, GUTTERS +LEADERS- ALUMINUM STANDARD K PROFILE. SEE SPECIFICATIONS INFRINGEMENTS WILL BE PROSECUTED. SIDING s CEMENT CLAPBOARD CONTRACTORS SHALL VERIFY STONE VENEER ; THIN STONE WALL PANELS. SEE SPECIFICATIONS ALL CONDITIONS AND MEASUREMENTS IN THE FIELD WINDOWS/DOORS: MARVN ULTIMATE' SERIES. SEE SPECIFICATIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES WINDOW/DOOR TRIM - 514 x 4 AZEK WITH AZEK HISTORIC SILL 0 M 6WO SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR GARAGE DOORS - SEE SPECIFICATIONS ANY ERROR OR NEGLECT ON SHUTTERS - ATLANTIC PREMIUM SHUTTERS,REINFORCED SOLID PVC,WIT14 FINTELS,PAT TAIL HOLDIBACKS. HIS PART. SEE BUILDING ELEVATIONS FOR STYLE.COLOR TO BE SELECTED SCALE 114"=1'-0" SCREENED PORCH : POWDER COATED ALUM FRAME P=14 ENCLOSURE SYSTEM BY 'SUMMER SPACE'. DRAWN BY JET FIXED SCREEN PANELS AS SHOWN 04 ELEVATIONS. COLOR TO BE SELECTED. R05M 13LUVER: 631 - 121 - 6211 DATE 06 AUG 2E7 COLUMNS , AZEK CLAD STRUCTURAL WOOD POST/STEEL TUBE. SEE DETAIL ON DRAWING-4 REV. RAILINGS : SEE DETAILS ON DRAWINGS REV. FASCIA - 5/4 x 8 AZEK REV. FRIEZE BOARD - 5/4 x 12 AZEK WITH 13LOCKNG TO MAKE 1/20 PROUD OF CODER BOARDS REV. RAKE BOARD - I x 2 ON I x 8 AZEK JOB NUMBER DECORATIVE CORBEL : FYPON `MTIL BLOCK'#DTL5&xbxb. SMOOTH WHITE FINISH DECORATIVE BAY CORBEL FYFON 13RACKET'O W 5 x 4. SMOOTH WHITE FINSW AID D11 0 F I tTl (C)2025 Brian Shore,Architect I 10 1-111 FR0.ECrING GABLE M F15ER2"SHW-11-E CAP AT RIDGE :I i1-1j 1j. FIBERGLASS ROOF SHINGLES AZEK RECESSED FLAT PANELS AND TRIM (P PRO ING CHIMNEY BEYOND J, L E END _j I FIBERGLASS SHNGLE CAP AT RIDGE Tt DECORATIVE CORBELS T-7' 17 F 4. AZEK BARSE BOARD FIBERGLASS ROOF SHINGLES U.- I� ` . i I I I i �i i 4-jLi ;_j 1. ... I I F L J I�tj 1 L ..... ........ ............................... ------------------- FI' AZEK RAKE BOARD AND TRIM AZEK RECESSED FLAT PANELS AND TRIM ....................... .......... ............................................................... ...................................................... AZEK FRIEZE BOARD I.H9: ----------------- �7 _ ------ .................................................................. ................ 1 _j J -ILSBCONDFLOM T..I . —-—-—-—-—-—-—-—-—-—-—---—-—-—-—-—-—-—-—-—-—-—-—-—-—-— r e)— ................................................ .......-- .................................. —----------- .................... AZEK FRIEZE BOAR . ............................. ............................................ ...............------- ------ . ......... ----------------------------------------- ............. ------------- CASEMENT WINDOW WIT14 AZEK TRIM WALL APRON FLASHING AT ROOF .......................----------- ............................ ... ......... .............................. ....... ................. AND HISTORIC SILL ---------------------------- ................................................................................ ...... ............................... ............................ ......................................... AZM RAKE 130ARD AND TRIM ------ L ................. ..................... .................................... APRON WALL FLASHING AT ROOF AZEK FASCIA SOFFIT AND TRIM ........ ........................ ................. --------........ .............. ..................... .................. .......... F15EFZSLAM SHW;sLE CAP AT RIDGE OTTER AND LEADER ........................- ..................... ........................... ..............................................-..........- ------ rr -—-—-—-—-—-—-—-—-—-—-—-—-—-—-— EL. (4110-09 > ........----------- .......... I -T -T-1--T ...........................................------- .............. .............................................. FIBERGLASS ROOF SHINGLES LT TFI ....................... DOUBLE HUNG WINDOW WIT14 AZEK F. . ............................. .................................. CASING AND MIST ORC SILL. Q FIXED SCREEN PANELS .............. 0!i" ............................... --------------- ..... TFIT AZEK TRIM ..........I . I .......................itw ............. ..................... AZEK FASCIA, -7 SOFFIT AND TRIM z 4L ........ .................. I ILI OTTER AND LEADER ........................ ............................. -------------------- ................ ................. ... .. .... --------------- J� ------------- CEMENT CLAPBOARD SIDING FIRST FLOOR SU5FL0OR 213 —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-- - —-—-—-—-—-—-—-—-—-—-—-—-—-—- EL.111.C'NAVID I989 ..................... COF1,ER BOARD --- ------- ARC/Y/,, OPEN TELL16 ---------- ... ........... 2"BLUESTONE CAP/THIN STONE COLUMNS ON RETAINING WALL ............... ............................................. ......................... 28 PANELS AT RETAINING WALL ......-------- CEMENTCLAF50AM SIDING ........................... ........................ Y, ......... ............... ................. ............. ........... ............ 0 GRADE PLANE ELEVATION F7-------—-------------- EL i 65,21'NAYD IWS' AVERAGE EXISTING NATURAL GRADE ............. EL f 63.1'3' NAVD IW OUER LEVEL 6L -—-—-—-—-—-—-—-—-—-- -—-—-— EL.t (+wI-019 EL 161.VNAVD IWO FINISH GRADE 1*011RED CONCRETE FOUNDATION cil — — —— ———— — ——————— L — —— — ——— — — —— ————— ——— — —————— — ————— — ——————— j-a—— — — —— — ——— — — — — — ——— ——- ————————— — ————— 0— ——— ————— ————— ——— — — — —— ——— — — — —— ———— —— — ———— — ——————— ————— ——— — ——————— — ——— — ——— — — —— — ——— —— ———————— —————— ——-j THIN STONE PANELS WITH 21 BLUESTONE CAP FNISH AT WOOD FRAME WALL ALIGNING WITH ADJACENT RETAINING WALL IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE SCUTH ELEVATIC)N DIRECTION OF THE ARCHITECT, TO ALTER THIS ELEVATION MATERIALS DOCUMENT. ROOF -,GAF TIMBERLINE ULTRA HD FIBERGLASS SHINGLES,LIFETIME WARRANTY.COLOR TO BE SELECTED THESE PLANS ARE AN INSTRUMENT OF SERVICE GUTTERS 4 LEADERS: ALUMNJIM STANDARD K PROFILE- ME SPECIFICATIONS AND ARE THE PROPERTY OF THE ARCHITECT, SIDING: CEMENT CLAPBOARD INFRINGEMENTS WILL BE PROSECUTED. STOW VENEER - THIN STONE WALL PANELS. SEE SPECIFICATIONS CONTRACTORS SHALL VERIFY WINDOWS/DOORS: MARVIN 'ULTIMATE' SERIES. ME SPECIFICATIONS ALL CONDITIONS AND MEASUREMENTS IN THE FIELD WINDOW/DOOR TRIM . 5/4 x 4 AZEK WITH AZEK HISTORIC SILL 0 AZM 6W AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF GARAGE DOORS ; SEE SPECIFICATIONS WORK NO ALLOWANCES SHALL BE MADE IN BEHALF SHUTTERS - ATLANTIC PREMIUM SHUTTERS,RE1*0RCED SOLID PVC,UJIT14 PINTELS,RAT TAIL HOLDIBACKS. OF THE CONTRACTOR FOR SEE BUILDING ELEVATIONS FOR:STYLE.COLOR TO BE SELECTED ANY ERROR OR NEGLECT ON HIS PART. SCREENED PORCH : POWDER COATED ALUM FRAME PORCH ENCLOSURE SYSTEM BY 'MISR SPACE. SCALE 1/411=11-011 FIXED SCREEN PANELS AS SHOWN ON ELEVATIONS. COLOR TO BE SELECTED. ROBERT 5LUVER: 631 - 121 - 62tl DRAWN BY JET COLUMNS AZEK MAD STIRUCTURAL WOOD POST/STEEL TUBE. WE DETAIL ON DRAWINGS DATE 08, AUG 25 RAILINGS SEE MAIL$ON DRAWINGS REV. FASCIA : 5/4 x 8 A.ZEK REV. FRIEZE 50ARI) 5/4 x I? AZEK WITH BLOCKING TO MAKE W PROUD OF COINER BOARDS REV. RAKE BOARD I x 2 ON I x 8 AZEK REV. DECORATIVE CORBEL - FYPON 'DETAIL BLOCK"DTL5 8 x(o x 6. SMOOTH 1U41TE FINISH JOB NUMBER DECORATIVE BAY CORBEL FrPON MAMT' 0 BKT 5 x 4. SMOOTH WHITE FINSH AMD p 11 T- 1 4E 0 F e 'ID I ®2025 Brian Shore,Architect 213 FIDERSLASS SHWSLE CAP AT RIDGE j] y ! ALUM,CAID FLASHING AT CHIMNEYALUM.CAP FLASHM AT CHIMNEY :y L j- li- T L TAN STONE PANELS -1 T' THIN STONE PANELS FIBFr%LA.%64ME CAP AT RIDGE FIBERGLASS ROM SHINGLES L I • AZEK RECESSED FLAT PANELS AND TRIM T Li f J j I 7� AZEK RAKE BOARD AND TRIM T '_j ;4 L AM<RAKE BOARD AND TRIM AZEK RECESSED PANEL AND TRIM AZEK BANE BOARD T AZEK FRIEZE 5OARI:> GUTTER AND LEADER EL T . CPRPLATEI — 11 1 z '*%—-—-—-—-—-—-—-—----—- - --—-—-—-—- -— -—-—-—-—-— -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— (AV-09 ........................................ ......................... ...............--------------------- —--_------------------------- 3: AZEK FRIEZE BOARD L CASEMEW WINDOWS WITH AZEK TRIM Ee� CASMT WINDOWS WITH AZEK TRIM DECORATIVE,P=ER COATED ALUM RAILING APRON WALL FLASWNG AT ROOF f "F AZEK RECESSED FLAT PANEL AND "I 1'.': .7 TRIM 14VZA��>1 T L.C.COPPER ROOF FLASHING AT ROM OVER BEAM .......... SECOND FLOOR SUBFLOG� .�GUTTER i' 'T FIF AZEK RECESSED FLAT PANEL AND TRIM —-—-—-—-—-—-— -—-—-—-—-—-—-—-—-—-—-— — X.-t9 -11 11 'T EL 1 (4101-011) DECORATIVECORBEL ---_---------- .................... ............... .....-------------------------- ....... ........................ GUTTER AND LEADER .......... ....... AZEK FASCIA,$OMIT AND TRIM . .... .... . ..... ........ FI)(ED TRM50M OVER FMNCH DOORS 3: ...... .. .. ... .................. ................... ............... Ye T 1 . ...... FIXED SCREN PANELS WITH AZEK TRIM COLUMNS ...... ... POUJDER COATED ALUM.RAILNG g DOUBLE R.ING WNDOWS WITH AZEK N - ------- TRIM AND HISTORIC SILL 6/4 AZEK CAP AT PIER WALLri P" ...... 5/4 Am�END CAM AT FIER WALL WALL 2" 15LUESTONE CAP THN$TM PANELS AT RETANISIC r. FIRST FLOOR SUEFLOOR M_k_T+Tff__j1rf7ATam-—-—-—-—-—-—- - -—-—-—-—-—-—-—-- -—- - -—-—-—-—-—-—-—-—-— A EL 111.O'NAVID MW CEMENT CLARIBOAM SIDING AND AZEK FINISH AT BALCONY FASCIA COWER BOARDS WITH ALUM.GU, R*0 RAIN II CHAINS OPENING N WALL 2 4" 'A A SLIDNr CASEMENT WINDOWS WITH AZEK TRIM s FFZENC44 DOORS GRADE PLANE ELEVATION EL. 165.211 NAVD IW ,ArIE EX15TN6 v"',94 AVEP NATUNAL GRADE Isla �s onf EL. k 63."ITNAVID IOW vm 11'� ON GRADE BLUESTONE PATIO AZEK RECESSED FLAT PANEL AND TRIM !2 I?2, LOWER LEVEL SLA5 -—-—-—-—-—- r—-—-—-—-—-—- -—- -—-—-— EL. i 6L O'NAVD ISW I I I — ——— ——— -i T-——————r_J —1_r——— ——— 7 L LI_ __1 1 1 7 ---- -7 I---7 1 ——— —— —-- —————— ——— — — — ——————— POURM CONCRETE FOMATION _j-—————— J_ —1————— —-j__ I — ————— - — ——— —— --L — ———— ——— ———— — ———— ——— — —————- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. WEeT E L r= VAT I (:::)N THESE PLANS ARE AN INSTRUMENT OF SERVICE ELEVATION MATERIALS AND ARE THE PROPERTY OF THE ARCHITECT, ROOF-GAF TIMBERLINE ULTRA 14D FI5ER3LAS5 SHINGLES,LIFETIME WARR*47Y.COLOR To BE SELECTED INFRINGEMENTS WILL BE PROSECUTED. GUTTERS #LEADERS - ALUMINUM STANDARD 'KI PROFILE. SEE SPECIFICATIONS CONTRACTORS SHALL VERIFY SIDING : CEMENT CLAFBOAI;V ALL CONDITIONS AND MEASUREMENTS IN THE FIELD STONE VENEER - THIN STONE WALL PANELS. SEE SPECIFICATIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WINDOWS/DOORS : MARYN 'ULTIMATESERIES. SEE SPECIFICATIONS WORK NO ALLOWANCES SHALL BE MADE IN BEHALF WINDOW/DOOR TRIM . 5/4 x 4 AZEK WITH AZEK HISTORIC BILL Ill A7M 6S30 OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON GARAGE DOORS : SEE SPECIFICATIONS HIS PART. SHUTTERS : ATLANTIC PREMIUM SHUTTERS,RE CEP SOLID PVC,WITH PNTELS,RAT TAIL HOLD5ACIG. SCALE 1/411=I -Oil ME BUILDING ELEVATIONS FOR STYLE COLOR To BE SELECTED DRAWN BY JET SCREENED PORCH - POWDER COATED ALUM FRAM PORCH ENCLOSURE SYSTEM BY 'SIMR SPACE'. FIXED SCREEN PANELS AS SHOWN ON ELEVATIONS. COLOR TO BE SELECTED DATE 05 AUG 25 R05ERT IBLUVER: 631 - 121 - (6211 REV. COLUMNS AZEK CLAD STRUCTURAL WOOD POST /STEEL TUBE. SEE DETAIL ON DRAWINGS REV. RAILINGS SEE DETAILS ON DRAWINGS REV. FASCIA . 5/4 x&AZEK REV. FRIEZE BOARD 5/4 x 12 AZEK WITH BLOCKING To MAKE PROUD OF CORNER BOARDS JOB NUMBER RAKE50AFO Ix2ONIx5AZEK DECORATIVE CORBEL : FYPON 'DENTIL BLOCK'0DTL56xbxb. SMOOTH WHITE FINISH DECORATIVE BAY CORBEL - FYPN 'BRACKET' I 5KT 5 x 4. SMOOTH UA41TE FINSW pr 0 0 F Q 2025 Brian Shore,Architect e�z 42- /C7 r- - FIBERGLASS SHINGLE RIDGE CAP -- - -- /09 3_ -- i-- _ �-_ — =Jt=-� _ 9 FLUE TERMINATION ON ALUMINUM Ct4IMNEY I D I- L'i FIBERGLASS ROOF SHW4ES CAP AMC R '<E BOARD AND TRIM i. Lw FOERV"SHNGLE RIDGE CA =17 TYPICAL IL AZEK DARSE BOARD L L FIBERGLASS ROOF SWWSLES T j GUTTER AND LEADER AZEK FASCIA,SOFFIT AND TRIM • GUTTER AND LEADER A, AZEK FASCIA,SOFFIT AND TRIM J SECOND I 1 1 T" FLOOR —-—-—-—-—-—-—-— fft AZEK FRIEZE 50AFO AT WINDOW BAYS .................... ............... ............. AZEK FRIEZE BOARD ................... ----------- ... ........ ... - ------ ...... ............ ............. ................... THIN STONE PANELS AT CHIMNEY L WALL APRON FLASHING AT ROOF .. ........... .. .. ............... .................................. .. ............................. ................... DECORATIVE CORBELS AT DAY 1................. .............................................. ... ........................lr ..... L.G.COPPER ROOF FLASHING AT AZEK RECESSED PANEL AND TRIM ............................ 1............. ROOF OVER BEAM J, . .......... ........... .......... ..... APRON WALL FLASHING AT ROOF GMERAND LEADER . .. ................................................ ........... AZEK RAKE 50ARD AND TRIM ... .. . ..... j -—-—-—-—-—-—-— -—-—-—-—-—-—-—-—-— EL.i .......... 2"BLUESTONE CAP AT CHIMNEY ............. ........................................ .......... j . �, TRAN51TION ILI AZEK TRIM AT HEADER T-11T-1— j- ................... .............................. f i ... ...................... ............_03 ....... ..... if I-I T I F7 i'T COL" 3: 6 x(b A=POST CLAD WITH AZEK ................. .. ................. ......... .. .................................................. -7- 7� 7 DOUBLE HUNG WINDOW WITH AZEK ... ..................... ....... CLEAR CEDAR LATTICE ON WALL .......... .... ...... GANG AND HISTORIC BILL BEYOND .... ...................... .. . . ............ ... .. ... . .. POWDEE COATED ALUM.RAILING AT THIN STONE PANELS WITH2' ........................... BALCONY BEYOND BLUE STONE CAP AT WALL CEMENT CLAPBOARD SIDING FNIC44 El .......RAILING ON PORCH AT WOOD FRAME PIER BEYOND DAR FIRST FLOOR SUBFLOOR i, —-—-—-—- ----- -—-—-—-—-—-—-—-—-—-—-—-—-- ........ ---mr -.1 - -11 —-—-—-—-—-—-— --—-—-—-—-—-—-—-—--- 10� - FINISH GRADE EL. t 1L V'NA�V IWS T14N STONE PANELS WITH 2" BLUESTONE CAP AT PORCH WALL FOU5ED CONCRETE FOUNDATION NO flit; - aQ FINISH GRADE GRADE PLANE ELEVATION EL.i 65.2I'NAVM7' AVERAGE EXISTING! XISTING NATURAL GRADE ..............L I.......... —-—-—-— —-—-—-— EL. 163,lS'NAVD ISW 7 POURED CONCRETE FOUNDATION ———— —— ———— L(NUEF3.LE\jjL la L—————— — ——— k -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-- —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- ELi ow,-v) ——— — ——— ——— — ————— ——— ———— —— ———————-------—-—-—-—-—-—r—-—-—-—-—-—-— —-—-—-— —-—-—-— EL 161.ONAVD IWS _1 - — —— ——————————— —— ———————— — —— ——————— STEP DOIN FOOTW36 BEYOND AS STEP DOWN FXTING5 BEYOND AS RE01,11RED. 2; 1 RATIO MAX REQUIRED. 2: 1 RATIO MAX L — — ——— LI——— — ——— — —t-I— — —— — —Lt —— — ——I IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. VAT I C:)N THESE PLANS ARE AN INSTRUMENT OF SERVICE ELEVATION MATERIALS AND ARE THE PROPERTY OF THE ARCHITECT, ROOF : GAP TIMBERLINE ULTRA HD FIBERGLASS SHINGLES,LIFETIME WARRANTY.COLOR TO BE SELECTED INFRINGEMENTS WILL BE PROSECUTED. GUTTERS +LEADERS - ALUMINUM STANDARD K PROFILE. SEE SPECIFICATIONS CONTRACTORS SHALL VERIFY SIDING: CEMENT CLAPBOARD ALL CONDITIONS AND MEASUREMENTS IN THE FIELD STONE VENEER : THIN STOW WALL PANELS. SEE SPECIFICATIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WINDOWS/DOORS - MARVIN 'ULTIMATE'SERIES. SEE SPECIFICATIONS WORK NO ALLOWANCES SHALL BE MADE IN BEHALF WINDOW/POOR TRIM : 5/4 x 4 AZEK WITH AZEK HISTORIC SILL'AZM 6WO OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON GARAGE DOORS, . SEE SPECIFICATIONS HIS PART. SHUTTERS - ATLANTIC PREMIUM SHUTTERS,REINFORCED SOLID PVC,WITH FINTELS,RAT TAIL HOLDBACKS. SCALE 1/411=11-011 WE BUILDING ELEVATIONS FOR STYLE.COLOR TO BE SELECTED DRAWN BY JET SCREENED PORCH : POWDER COATED ALUM FRAME PORCH ENCLOSURE SYSTEM BY '�R SPACE. DATE 06 4UG 25 FIXER OMEN PANELS AS 614M ON ELEVATIONS. COLOR TO BE SELECTED. R05ERT 5LUYER: 631 - 121 - b2tl REV. COLUMNS AZEK CLAD STRUCTURAL WOOD POST/STEEL TUBE_ SEE DETAIL ON DRAWINGS REV. RAILMS SEE DETAILS ON DRAWINGS REV. FASCIA : 5/4x8AZEK REV. FRIEZE WARD 5/4 x 12 AZEK WITH 13LOCKM TO MAKE V2"PROUD OF CORNER BOARDS JOB NUMBER RAKE BOARD I x 2 ON I x&AZEK DECORATIVE COR5EL ; FT`P`ON VENTIL BLOCK 0 PTL5 8 x 6 x 6. SMOOTH WHITE FINISH DECORATIVE BAY CORBEL : FYT" 'BRACKET'0 5KT 5 x 4. SMOOTH WHITE FLASH 0 F 0 2025 Brian Shore,Architect AL 1 FEBEID FI RGLASS ROOF IN63LIES BER'xLA55 GAP AT RIDGE2g 300 FELT ICE AND WATER SHILED PROJECTING BOARpANDTRII _ X PLYWOOD SHEATHING I ROOF 1ATERS. SEE PLAN i SPRAY FOAM INOU1,.ATION RECESSED AZEK PANEL AND TRIM AT GABLE END PROJECTING RAKE BOARD ! TRIM s1CONpLC4�LAT __.._---------------------------------- ----- -------------------------------- ' CEILING JOISTS WITH a"GYP. ----- -- - —--- - - - - ----- -- - BOARD FINISH I I� � WINDOW �, j ::::_�j:::: G jg-" 1 .. ............................------------------ ---------- .._-._....__-- _ � i !1:.�: .-_:.._L-._...1.. CEMENT CLAPBOARD SIDINGS�_-__._- _. co I i J.- j I - jJL_ _JL�— 'cps" i, j VAPOR BARRIER!RAIN SCREEN $4II CD n PLYWOOD OUTLINE OF FINISH FLOOR. ALL FLOOR 2 X D S s 16"OC. FINISHES SHALL BE FLUSH. PROVIDE _ FINISHED FLOORII�'s i UNDERLAYMENTS A5 REG�•IID ABOVE SUBLOOR. R-14 SPRAY FOAM :: R-B BATT INSUL SECOND FLOOR SUBFLOOR : I ;I I. n i IGYP.50.FINISH EL. t (+110-® J _ ....._.... .- _ -- - - - - - —_—___._------_—_--------------- - -_._............................. - -_ -- ---------- - ............---_— '.__- _..__. ._....__ ....... - - -.. ......_... -........ ......... m TYPICAL.wAL!<CONSTRUCT►cam ._ __.....-- ---•---.- ...._._.-. _.._.--- -..._-.._ -----•-- ------ - ....... .._ __... ._. ....... ....... .-- ..... ... ....... .--- .... ....-..- ..... ---- ..... __.... ....--. .-...... ------- -__ ....,_ CEMENT PBOARD SIDING - -- - [ _ l VAPOR HARRIER/RAIN SCREEN ...---! {-----_..--.. -- --- � of oo o ; olo� GDx PLYWoOp _----_._-----------_-- '--.------....................t �4 I -t•i.............. 2 x 6 WOOD STUDS 16" O,C. li --- --- - -- — -_- _--- -- -- - -- -- --------- -- -- — ----- - = R-14 SPRAY FOAM R-1>;BATT IPISUL ; � II � t i � I; i ; a"GYP.BD.FINISH !� : _l_. SWAGING FRENCH DOORS WITH IVI _ I T: FIXED TRANSOMS ABOVE WINDOW - _.1 ...__......--_ - i_- -------------------- /a" CD PLYWOOD SllBl L00R° _.- -, ._...... - ------------...-----_ _ --- - ... X SCEN PORCH BEYOND I ( -- FINISHED FLOOR Hi ! I II ABOVE SUBLOCR I AL!! L SELOOR -----......................... i '-- FIRST FLOOR - �- °- --------- --- ----- - - --- - ----_.._ __._.__—_..__—_ - - - - -- - -- -- --- ----_—_---_—_—_---------------- I— I ; I C—ZT�d'�DAB• ,� .. : .. . - .- - -- EL t 11.0 NAVD 191� - .` �v....:. : kA— : "4 FINISH GRADE OPEN TRELLIS CLAD WITHAZEK 1 COLUMN ---� 29 ` CONCRETE,REINFORCED Q ---------------------- FOUNDATION RETAINING WALL •-''; _ I i :~ \ I •_ �'�"GYPSUf"1 BOARD FINISH ON 2"FURRING, = IC - :.• 2" CLOSED CELL SPRAY FOAM INSULTION Q ON FOUNDATION WALL 28 s:a SLIDING GLASS DOOR FINISH GRADE 6 CONC SLAB WITH 66 x 1010 W,WM.OVER LOWER LEVEL SLAB -----_ s _—_—_ ---- ''`. ---_ _ ------f- A - --------------- VAPOR BARRIER AND COMPACT FILL EL. .:;,• a...,. ., _ Lj --_._._---- --------`-_---, . .. .. r — EL.161.0 NAVD W8 • ,,«t: :a. n ,'„ pis^, y 7.• •' e� +• � e"I ' ••ta M a '••r • �.J •�.t,; ..•.. 2g � RIGID INSUL AT PERIMETER� EXTERIOR FOUNDATION �-- ---- BLUESTONE PATIO MORTAR SET � f ON 4 CSC.SLAB WITH 66 x 1010 11 W111M.OVER 6"COMPACTED RCA 0 Ar? `o 1 �SPRAY FOAM INSULATION 29 \ s,T'CPIC& RODE"CONSTRI,�TION FIBER'sLA%SHINGLE CAP AT RIDGE FIBEWsLASS ROOF SHINGLES �'�' AV 12 •� :,', 2 30"FELT . CLOSED CELL SPRAY FOAM. TYPICAL y ICE AND WATER SHILED =` :y.,• -�. 29 34m WX PLYWOOD SHEATHING - 'i:%i't` ,-1*= •r':^•^ ti'.1i:i:•::y 1:�•y ROOF • SEE PLAN 2 .. ._tii%„f i'',,...:1.'. ,,.:.N... ..'r`'� .:ti....,.t ....1... >.rF�t.y... .--..F...,•i. ef 29 ---. / PROJECTING RAKE BOARD! lit TRIM a- b FLUSH GIRDER " RECESSED FLAT AZEI<PANELS 4 AND TRIM AT GABLE END CEILif�s JOISTS WITH�"GYP -- ' -�---------------------------------------- 31 31 ------- - - ___—_—_--_— BOARD FINISH EL t (AV-09 ----------- ------- ------------- VAULTED CEILING TO RIDGE WINDOW HOLD 6'FROM WINDOW SELL TO WINDOW ROOF DACE.ADJUST ROOF IT IS A VIOLATION OF LAW LIMA Y - ILIA PITCH AS REaJIR M FOR ANY PERSON, UNLESS 'bl _ ACTING UNDER THE Imp PAN co DIRECTION OF THE -� , 2B WALL APRON FLASHING EXMING ARCHITECT, TO ALTER THIS RECESSED FLAT AZEK PANEL -- - UP AND UNDER SIDING AT ROOF DOCUMENT. AND TRIM AT WALL FINISHED FLOORING tl" 29 ABOVE SUBLOOR TYPICAL ,y-- THESE PLANS ARE AN FIBER3LASS SHINGLE ROOFING INSTRUMENT OF SERVICE .-..-......._._. . _�€c€ �- ----------------------------------- -- ---------------- - -- -- - - --- - --- - ------ -- ---- ------------------------------ PROPERTY OF - AND ARE THE '�,------------------_---- •--- --- ---- _ - �..—. ALUM,GUTTER AND LEADER ON THE ARCHITECT, COLUMN CLAD WITH AZEK - - _ AZEK FASCIA.TRIM AND SOFFIT INFRINGEMENTS WILL BE PROSECUTED. 1 x 4 AZEK WITH 'V' FINISH I cv ------ --PAD OUT PORCI-I ROOF HEADER CONTRACTORS SHALL VERIFY AT SOFFIT -- CLAD WITH AZEK TRIM ALL CONDITIONS AND FLUSH GIRDER MEASUREMENTS IN THE FIELD 6/4 AZEK CAP AT P1ER WALL 3m AND BE RESPONSIBLE FOR @ BEYOND - FIELD FIT AND QUANTITY OF 9 _ Il. V11 C 0 T IC B WINDOW WORK NO ALLOWANCES FIREPLCE ON WALL 9 SHALL BE MADE IN BEHALF RaAILING BEYOND 2� OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON ALUM GUTTER AND RAIN CHAIN 12 FINISHED FLOORING ti" C BLUESTONE MORTAR SET TO 4" HIS PART. FIRST FLOOR SUBFI.00R I 29 I ABOVE SU13LOOR TYPICAL , � CONC.SLAB WITH 66 x 1010 W.W.M. i t t OVER 6"COMPACTED RC A SCALE 1/4 =I ------------------- ----_ _ -- -----�_.... --�---_ ._.-- __ ----- -----------.--._. - - ------- - - - -------------------------------- EL. t 'il.®'NAVD1988 DRAWN BY JET CD"FM11 E DECKING FINISH �.-.... GYP BID.FINISH '`'�'� `. .• � OVER SINGLE PLY MEMBRANE 11 : ::x: 28 DATE 0S AUG 25 THIN STONE PANELS AT APRON R00FMG SYSTEM I 29 I DROPPED ORDER '� I REV. »; WALL I x 4 A7.EK 'Y GROOVE'FINISH SLIDING GLASS DOOR AT CEILING ® :�, �+i. --FINISH GRADE REV. CEMENT CLAPBOARD SIDING '� CP REV. FINSH AT PI1rR WALL WITH 5/4 AZEK END CAPS g ..:. `:•: . � ;: REV. BLUESTONE PATIO JQB NUMBER Ou �EYEL SLAB ---------- --------------------------------------- FL.t 6L 0'NAVD Iat, ),I .is 4•• :t-''. .a•.. .7.-. •.�" '`i':,.' t,. •. 2 1 6'CONC.SLAB WITH 66 x 1010 " :r:.. f.'.:' :•• E 28 W21.OVER YAPOR BARRIER OVER COMPACTED FILL / y;•�� l' 0 RIGID INSUL AT PERIMETER OF EXTERIOR FOUNDATION 0 2025 Brian Shore,Architect FIBERGLASS SHINGLF CAP AT RIDGE ROF 5EY0 0 CLOSED CELL. SPRAY FOAM. TYPICAL DOUBLE RAEIER FRAMED OPENNNG 4` AT SKYI_IORT 2 29 FRAMING FOR ARCHED VAULTED -,h GEILIt�a AS i�Q y RECESSED FLAT AZ7~K P,41�IEL8 --- - - —-- MICAL WALL C��T�I MON L _ CEMENT CLAPBOARD SIDING AND TRIM AT GABLE END VAPOR BARRIER/RAN SCREEN _-- SECOND FLOOF Pl._44tE -.-.__...._.__..._..__—_._._._._. - —.---_.._.___.___.______,—.__..._.._--__.__.�_._._.____ -—._._._,.-_. —_,_—_ _ _ _ _ Jam. 3�'"C�?�C Pi.YtU00D 2 x� WOOD STUDS g 16"OTC. R-14 Sl' 'AY FOAM v ! R-15 BATT INSI.IL �DOOR AT J11LIEt _" �°�'GYP.i3D.FINISH 4 BALCONY WINDOW WITH aXEK TRIM DECORATIVE A-UM.RAILING AT �t_i ... il........1_._.i__. 29 --- WALL APRON FLASHING AT ROOF JULIET BALCONY _. i. ._. .' I ! 4 'I I { 29 TYPICAL FIBERGLASS SHINGLE t-' ROOF AT PORTICO ROOF -�-- SECONDFl-C'OR Sl1 L�C _...._.._.__—_—__......_._.._._._.._._.,_._,�____,_—.._..._._._--.._..__...._...�.._._._—_.._......_____-_ —___ �;t.,'-� '.:. - -- - - .................._..... - -- -- -------------------- -- ... ---------------................------ .................. —_—_— EL. t l+110'-0'7 ALUM.GUTTER:AND LEADER ............................._..... COLUMN CLAD WITH AZEK - PROVIDE CONT.VENT AT SOFFIT 1 x 4 AXEK WITH 'Y'GROOVE FINISHAT SOFFIT 4 / AZEK TRIM AT BUILT OUT HEADER ... 3fd N 6/4 A7EK CAP AT PIER WALL 1 9 ? COLUMN WITH aZEK FINISH � BEYOND 3� 29 � WINDOW z ,-- i RAILING — %s"GYP.BD.FINSH AT 29 UNDERSIDE GF STAIR i Cxt,IARD ALUM GUTTER AND RAN CHAIN l" E�LLIESTONE MORTAR SET TO 4" FIRST FLOOR SUBFLOOR ! i 1 GONG.SLAB WIT14�66 x 1010 W.W.M �- - - --�--1- ,.,rU - ----------....__.._._---------_------- I--- - - _--_--_— _—_—_— � EL 'ii.0'NaVD i 2" BLUESTONE TREADS THN STONS a COMPOSITE DE�CKINCs FINISH VENEER PANEL RISERS OVER SINGLE PLY MEMBRANE _ ..'S ( • ROOFING SYSTEM . ' "GYP.BD.FN1SH AT I ..... 1 x 4 AZEK 'Y CsROOVE'FINISH UlsIDERSIDE OF STAIR ! f AT CEILING CEMENT CLAPBOARD SIDING music ! I , 4 F1NSH AT PIER WALL WITH 5/4 l i :,; f`:,A 6 A2EK END CAPS I 9 ! :.,; i I .,:A• 28 BLLEISTONE PATIO TL I - .•; '-• mot♦ __...�.. EL. t 6L O'NAVD IWO 4.1 TINS 4 GRADE SECTIC)N AR F � A1o.•12��,��Q �r S i I 1 i I i �� .w�• SECOND FLOOR PLATE Ir ........._............ ----- .------_-_--------------� 9 EL. (4161-019 TYPICAL. R 92NSTRI,IC IICN FIMR31-ASS RCS SHINGLES A"� 30"FELT {. •. PEPBQQd 02 DATE E EORO M 03 ICE AND WATER SHILED Q 5/" CDX PLYWOOD SHEATHING ROOF RAFTERS. SEE PLM IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS :- "Y DOCUMENT. : C� S;MCrUND FLOOR ",,..,•... ;;. •.r �p�� _ al_� �1T y ; i + 1 EL• l 110-0 ) t 1 i!-- THESE PLANS ARE AN T �•� rNG ROE BoaRD/PROJEC TRIM INSTRUMENT OF SERVICE i I j ll fl �I AND ARE THIS PROPERTY OF �I THE ARCHITECT, • `` INFRINGEMENTS WILL BE li WINDOW PROSECUTED. i '{ I VERIF' A—T�� !! FINISH CONTRACTORS SHALL K1124 PIN ( �i ALL CONDITIONS AND !; �; FL(:OR At ATt1C !! fN (I I ! MEASUREMENTS IN THE FIEL �( AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES 2 x 6 WOOD FRAME:CRIB SHALL BE MADE IN BEHALF FIRST FLOOR%MOOR j j ij � WALL aBOY1r PLATE IN attlC OF THE CONTRACTOR FOR __Ex...._....... _I1--......- ..... -- -_.......` ANY ERROR OR NEGLECT ON — . .:.. ------------------ ------ � HIS PART. r K;"-.['.�. 1f.0 Na El- VD ISW SCALE 1/4 1'- ! DRAWN BY JE' DATE 06 AUG 2 C'F.� OVERHEAD GARAGE DOOR REV. : ! REV. ! i REV. -- i • ----- ......-_... i . ...... ........� REV. _ ou R®LL,gEgY/L SE A5--------------------------- -----_ _--_— — =�.•----------- JOB NUMBER EL. t 61.O'NAVD I •:..• ,. ,. 28 ,r•f '�, � ti , � / i 0 F / 0 2025 Brian Shore,Architect I i uso --——------ w — ___________ \ t°I®OFWE GRUE I \ t ; r t PROVIDE(I0)STAKE MOUNTED LANDSCAPE LIGHTS ALONG ITAINING I j j WALL. LOCATION TO BE DETERMINED / ! ? I I j _ rr.------ww BY OWNER MEWANICAL T_ , WIRE t0 ASTRONOMICAL TIME CLOCK W-ON cr..G HT. `\ IP 1 IN MECHANICAL ROOM PROVIDE POWER SUPPLY FOR ELEVATOR EO4.11PMI=Nt AS lij _____ FiXFEMI D. SEE SnCIFICATIONS FiXTU 11'PE 'K'MOUNTED ON �` / I ---------- - FIXTURE TYPE 't'MOUNtEp ON PER WIRED TO ASTRONOMICAL { ETAfNNG WALL CAP WIRED tO --� TIME CLOCK IN MECHANICAL ' / REMOTE PHOTO CELL 1 ROM WITH DIMMER i I I y I9'7/ WIN ,GROOVE IL FINISH— WITH I x 4 AZEK V CEILING 5/4 x 3 PERIMETER BORDER USA I I �� / ,. i / /,� fy- ry 1 j I I I I i00 P(16)R i Liar I j I i 11�1 T , r — • ,. i� ','/%///�j' w_ y { ` db POWER OUTLET DEDICATED to WALL ` / :s-Ow GLG bi: % w MOUNTED OVERHEAD DOOR OPDM VERIFY IN FIELD , •'; ,�. i Ilgip' � _ S ASTRONOMICAL \ RE FIXTURE TO tRONOMIC WE TIME CLOCK*4 IN MECHANICAL ROOM I �II �," ,, '/ %j � • . ,— „O - `,- \ , 1 ► jib �` ii w 4 i x 4 PRIMED PINE IV, t GROOVE CEILII 's FINISH \ OVER VANITY WITH 5/4 x 3 \\ PERIMETER BORDER PULL pN STAIR I..._— _. Um I x4 AZEK ,Y,GOOVE CELG FINISH WI q4 5/4x 3 PERIMETER BORDER I I iW-0 n GIC Orr./ i 1 r IT IS A VIOLATION OF LAW I ! / / FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE I ! { { 1 x 4 AZEK GROOVE CEILING FINISH i POWER OUTLET DEDICATED TO WALL ARCHITECT, TO ALTER THIS WITH 5/4 x 3 PERIMETER BOLDER� I t MOUNTED OVERHEAD DOOM OMER. DOCUMENT. i / VERIFY IN FIELD ! I I I ( K THESE PLANS ARE AN FINISH AT I i INSTRUMENT OF SERVICE IMER51DE OF SCREENED PORCH COMPOSITE DECKING +__ --- FLOOR JOISTS I I ! I I a AND ARE THE PROPERTY OF J ' ! Ile THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. I I i I i j I ILI u ` r FIXTURE TYPE 'P'MOUNTED ON CONTRACTORS SHALL VERIF) 1 I ALL CONDITIONS AND RETAINING WALL WIRED t0 REMOTE MEASUREMENTS IN THE FIELI PHOTO CELL 0 I WITH DIMMER AND BE RESPONSIBLE FOR ( ! FIELD FIT AND QUANTITY OF I I I OPEN TRELLIS ABOVE I ! i WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. "= FIXTURE TYPE 'N'MONW ON SCALE ilk 1'-0 FRIEZE BOARD WIRED to DRAWN BY JF-1 ASTRONOMICAL TIME CLOCK®3 IN MECHANICAL ROOM DATE 05 AUG 2 c REV. REV. REV. L L f=L AN REV. ELECT CAL AND EMEMD GPI III PLAN ` JAB NUMBER AID ),I C E � ' . ENRON (D 2025 Brian Shore,Architect i I x 4 AZEK 'V'GROOVE SOFFIT FINISH WITH 5/4 x 3 PERIMETER BORDER ---------- - --- - _.................. L ---............................__... -_-... L ......-...-..................... -....--............._.........�.._. r FIXTURE TYPE RBI'MOUNTED ON FRIEZE BOARD WIRED TO AV 93 - CR ASTRONOMICAL TIME CLOCK#3 IN .__ I D MCHANICAL ROOM , \� ♦ FF \ ' rrE 'R'FIXTURES To BE WIRED I \ % -__ J j TO REMOTE PHOTO CELL '1 WITH Of gli' IR17 ELEVATOR l I I r ij te'.m°CtG 1rr. 1 / / I x 4 AZEK'V'GROOVE SOFFIT FINISH WITH 5/4 x 3 PERIMETER 50FVER Q I x 4 AZEK'V'GP=vE SOFFIT FINISH I MCI WITH 5r4 x 3 PERIMETER BORgERLUM I � r I it ` At Q �t r----------,-- --T--r-----------1-1---- . L , '�-` �_ A ,' i ! • ! i � I t 1 t t t t ! 1 ! I 1 1 � �� 1! j ' � � '� �� 1 j !• I I I I 1 I I I ! I I I ! 1 `�✓E' i II ' - - -1-- -F- - --}-----------}-- 1 r-----i 1---------- pq J r-----� -q- I I , - I r--------- TO LIGHTS TO LIGFFTS •- f ! ! f I t I I 1 t ! I 1 ! '` •� ••� ABOVE- A -"- _, •. .� ♦ '„_ { y I ` f ! I I { I I 1 1 I { F4At f44t (4169, A ♦ .` ♦., _ i ♦ ! j i 1 I I I I I l 1 r----------L_� j t 9.0' ar�o ♦♦ 1 ` N I i ----------J L-----� I 1 1 ----------------------------J it \ I 1 �'�� I I ! I I I I , PN UP W_00 C-G"T I WI F 4 1 3 ! I i I j i ip A13C ! ------ , NCH C'I _._ FtRfiPL4CE i ` -f L p I i i -------------------- 1 � --— — — — 1 I k� �Q♦P - __ . __ -------------------`7 1 1 ��.' 1' 3 I ------- I I L----- I -^----------------•------------------------- ' ! ♦!. ..— � ,yam i �,..—.� I......._..._ I 1 •,,�+. 3 13 No.i23` Q ---- I I I ^-- i ALL TYn V FIXTURES TO 5E WIRED -- i I f �� I TO REMOTE PH0TO CELL Y 2 WITH I ! OUMR SUPPLIED TIN CEILINCx 1 �- aarr - __ _ ! { I , I I i , i SIMMER i i " a PANELS IN INLAY OVER "GYP?W. t � I / { , ! �► _ _ 1......«... �► SEE DETAIL ; ;_ � !.............. j.....' r Ii - PROVIDE POWER SUPPLY FOR ! i � � , , I 1 , • � ELECTRIC RADIANT FEAT IN I ..1. I FLOOR ♦ J i 1 t°S`-O"CIS 1-IT. met I IT IS A VIOLATION OF LAW . I FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE I x 4 AZEK V GROOVE SOFFIT FINISH ARCHITECT, TO ALTER THI WITH 5/4 x 3 PERIMETER 50ROER DOCUMENT. • � I � � � !. 1! r� �!� f l 1 1 I I t 1 1 1 t l J t� f l 1 t ! 1 1 1 � i i i THESE PLANS ARE AN INSTRUMENT OF SERVICE , I ! II II II It 11 II II II II II II II II I! , ! I ; ! II II fl t! II II tl 11 11 11 II 11 II It I I AND ARE THE PROPERTY OI THE ARCHITECT. I f 1 1 t l f l 1 1 I► t 1 1 t 1! t! t l t t t f I! I! , f i i ' �I INFRINGEMENTS WILL BE II 11 II II II 11 It t1 II tl !I II II II { I ! I I I I I I I I I I I I I I I! f l 11 If If I I I I j l PROSECUTED. I ! ! � II 11 II li I1 II II IE Il It II 11 II II { I I ' ! ! I i� I I ! II r! II II II II It II tl II II II 11 1t ! I If 11 11 11 I f I I I I if it 11 it 11 11 I I , I ! ! CONTRACTORS SHALL VERI ---I F ---I 1----!k---t k--j k_--I t ---1 1----1 F---I k--4 - 1 I----11----f F--- 1 4-- 1 ! I . Ot1AdEI~a SUPPLIED DECORATIVE i ' � , ; j I i I ---r r---1 r---t r-- =a--t ►----1 �-- r---{r---{ � "t I ALL CONDITIONS AND I ! I I yr i l ! 7 =—'�r--y r--•y r---f H—y r _ CEILING FAN WITH REJ"101 C:�ITR(x. , ( j i I ! __J L__J L__J L__J L__ I I 1 1 I J L__J L-_J L__J L-_J L__ I I _� I I I I I MEASUREMENTS IN THE FIE OPE'RATION 1 I FAN 1 I ---I 1 __-11 __-! I___ t---1 €-_� C_�7 __ J I-_--I t___-1 2d I-_....-1 I---J I---�C-a 1•-------------------------------------------------------------------------�J !--__-__------_-______-_-__--__-a 1 ! 1 , ! 1 ►t 11 t l t l I I 1 1 1 1 t t I t r! I I 1 1 ►1 I t L AND BE RESPONSIBLE FOR UW U U U 1,1 U W U U U W U U ------------------"_—^^^ ----..._---_..._._—_.—.�_.�.__—_.,.._---__-----------.�_„_---.., __T i i i FIELD FIT AND QUANTITY C V WORK NO ALLOWANCES SHALL BE MADE IN BEHALF CONTRACTOR FOR OF THE ANY ERROR OR NEGLECT 0 HIS RT. E t f 1 1 ? I I I 1 'I I ' _....�-- - ------ -----i -_� ------------------------------------------------------------------------------------------------------------------------------------ -----------------------------J I, SCALE 1/$ 'I "ET I DRAWN BY JE DATE 08 AUG REV. • REV. FIRST L REV. ELECTRICA &P EffLEMP CEILIWA ELF 1, pt REV. JOB NUMBER 0 F i / ®2025 Brian Shore,Archite 9 I FI>mRE wi BOARD U11iD TO ON r _ I`_- FRIEeE = �-- - -------------------- ASTRONOMICAL TIME CLOCK 0 3 1N y___ CI.IANI ROOM ------...---- _--.................... "PR. � 1 DUPLEX RECEPTACLE 8'-®°I IC4G i T. ATE r,' I i � DUPLEX RECEPTACLE CPANCAKE BOX') t i I f f.. .a QUA:::k::: h X REC EPTACLE T DPLE RE EP LE a' 'Sr �3 A 4 x, k 1 : < : " IT DUPLEX G I RECEPTACLE_ \ f RE LE • �T GPI PROVIDE SUPPLY FOR ELECTRIC RApIANT 4-IEAT IN AT PA NEL ':. Jd. -M�: >f ,�,---i� •Fi- {f�:.::� } �I—V�/i` 1 I ... .w. ... .: .,.4„': G DUPLEX fit EPTAG UlfaLE b-�• WITH INTI HT WHILE IN USE 1 MEVATOR G CO CLEAR ZI , .€:N ..<.:<. ....... �,..� DUPLEX FLOOR MOUNTED RECEPTACLE ,.:,»...„<:..:... .<.:.� ;yam:...:•:{,:..... �'!�!•' #,ha. , # ,;.,;. r. � -{�: _�� t�.>�.' �:�.� I I LEVITON MODEL 1rB 5121). LOCATEDiN i» `..,�.4.:: .K•-, �.tab3i:.: * .`�.`:,>"":> � r; ' iK' .N§:y.�,.`.::5' 0.. , FIELD BY ARCHITECT >n ,' vM I `::h:::.:, .,..`;t.ssss:':>::{::k;.»:�f.»>;,:: .:,,ros: :.`;> 'thy`:i :`:;kM•° PROVIDE POWER RIPPLY FOR A I G \ UM TA MPER A RESISTANT LED MP X OUTLET ER RE DUPLEX __ VAT f�lJl T A5 T—' REG3EIIRED. SEE SPECIFICATIONS WiTH NIGHTLIGHT BY LEGRAND *NTL a85 TR DEDICATED RECEPTACLE AT PANEL I .... u85 RECEPTACLE WITH U55 CHARGER -' ::=_::__::::::::_ g------------------------............_...... 1 LEViTON MODEL 0 T 5632 .. _................ Q__� 1 :-:-:_:::::::::: -:_:_t:::::::::-:.: - --__ ________. It \\ i } __- i HEIGHT TO BE VERIFIED IN FIELD " ........._..._______-__.. 1 \ t ------------.................._...........--........... - - ; i ri'm �` NEW SWITCH / SINGLE POLE i x 4 CLEAR POPLAR W#TII'Y'GROOVE ! t , /` ~-_ _ _'' -~'j `j gut t \ ...!__.............-"---.......--- 1 cc rr, i CELfIk- L#'a / I ,q ,,� \ , 1' NEW SWITCH (PANCAKE BOX) z .................--____-- ' FINIS14 AlCEILII\Ka _----_ _--. � ; � � \� � � /'\\ t rr , 1 f Rft NEW SWITCH / 3-WAY Q t I 1 GYP.W.FINi64 AT A;Z,- IED __-_.-------- ----._...... .......... - -- - -- WT. BARREL VAULTED CEILING NEW JAMB SWITCH I I ! ..a;{ryi:y`3^rt! :.:;T�...Y;.3: t I I ^/: ' • I/ — I ,. NEW SWITCH / TIMER `\ � _— ;<;. ,a�„ T(j 1 _�..--_..-_-.-.-_. � E 3 � i I au NEW DIMMER / 600 WATT — - {0l g:."::`\:: E..: I —._f-- —_--_------------------ — — FIxrU W'MOUNTED ON :. .._.,.._._.._...............---- — BLE �I FRIME ARD WIRED TO ? f ;<::.. _—E�....-......--_ ...-- A : WItCm INT AT(C ST01 � AY -, � �< E D PROGRAMMABLE , : i: _ - ASTRON ICAL TiME CLOCK 3 M - `- : .. -= , DIGITAL ASTRONOMIC TIMER SWITCH ..:*>; ,: : 3 :::. i °s1CYLKaraT -- _:...---�. Q MECIIANICAL ROOM i S1aAFT _ --- - _ ; Y N VACUUM OUTLET / VERIFY IN i - NEO ; , Ll 1 CENTRAL LE YER FIELD ; I ' � G T T � _____01 1 1 _ - - NEW RECESSED LIGHTING FIXTURE TYPE '�`FIXf11RES W(R�D TO � -_ _-- --- � � Q NEW SURFACE MOUNTED LIGHT FIXTURE ' REMOTE PHOTO CELL •1 WW IT14 ♦' DMIR TYPE 'A'FIMMS IN VAULTED ' CONTINUOUS STRIP LIGHT L BE RFD TO REMOTE GEI INCs TO WIRED r. . o:.. _____________ _1`♦ PHOTO CELL 02 WIT4 DIMMER 1 t ATTIC 1 NEW COMBINATION SMOKE / CARBON / I 2 MONOXIDE DETECTOR CLG AT. t'i � •'� D � � i t D �i HEAT SENSOR ¢43 ! I ~��t ! I mil. ` / \♦\ I ;: 0'-0- N'i'. "°•"i _' ♦ BEDR 03 / T All V-011 CA-0 AT. C --------------------------------------------------------- um 1 13 ! j ' ' i 1. ALL WORK SHALL CONFORM TO N.E.C., AND THE 2020 5iC.C.CN.Y.S. ALL WIRING SMALL BE f i T I COPPER. 1 NO•t23� 1 1I F �/ �,.-' ; 2. GENERAL CONTRACTOR SHALL PROVIDE AIR-TIGHT SEAL HOUSINGS AT RECESSED FIXTURES 1 °GYM'.DO.FINISH AT ARGNI=D ;: _-� , I 1 AS REQUIRED BY GODS, j BAWL. VAULTED CEILIN&OVER i ! "-rr_'—'iv""-7 —7r�7r---rr--7r---rr--Zr---rr--Tr----77----Tr_—'rr— �__—� � 3. ALL FIXTURES AND LAMPS TO BE SUPPLIED 4 INSTALLED BY GENERAL CONTRACTOR EXCEPT If I I 1 1 1 I 1 1 1 1 1 1 1 1 I I I t I I j I AS NOTED. i I , I 11 If II II II 11 11 II II II 11 it 1 ! II i _ I � � , i I 11 it If II II II II II II it II it it II I - , �'. .�•�,;`�, . •;.�:,.� ,,, .,: .�., I I I f i I 1 1 1 1 1 I 1 1 1 1 ,I 4. EXACT LOCATION OF ALL FIXTURES, SWITCHES AND DEVICES SMALL BE DETERMINED IN FIELD ::;��D ,. 1 ! I i f i f 1 1 I f 1 1 1 1 1 1 1 1 1 1 1 1 i f 11 11 I I f I ' "> { r{ 1 1 I f I I 1 1 i i I I I I I I I I I I i t i i I I I I I I I 1 BY OWNER PRIOR TO ROUGH IN. li II it 11 II tl it 11 II it 11 11 II II I I 1! Il Ii 11 11 it ii II i! II II II 11 11 i I I I 1 li _ it II ii it 11 II II it II II it II 11 I ,, , I I i t I I i t I E i t I t I I i f I I 11 I I 1 1 I I I I 5. ALL OUTLETS SHALL BE LEVITON DECORA WITH DEGORA 'PLUS' PLATES IN WHITE MOUNTED i I F'1 1---y i----I r--y r-- F d '!,----�I t�----1 h--�I�'---�1 1 , I__J L__J L__J L__J L__ L_ J L__J L__J L__J L__J L__J L__J L__J L-4 - i HORIZONTALLY iN BASE TRiM EXCEPT AS NOTED, I i f I I 1 1 I I I! !I I I I l i t 1 1 I I I I I I I t L_—_.____ —_.. ----------------...__._—_---_____—_—___._.,....._____—__—...._.__---_____—_-- i 1 u u u u u u u u u u u u u u (o. ALL SWITCHES SHALL BE LEVITON DECORA. ALL DIMMERS SHALL BE LUTRON, DIVA LED + IT IS A VIOLATION OF LAI FOR ANY PERSON,1 I 1 DIMMER. COLOR TO BE SELECTED BY OWNER. VERIFY IN FIELD WITH OWNER ACTING UNDER THE NLES' DIRECTION OF THE i I 1 1 1 i 1. ALL LED LAMPS SHALL BE 3000K / UNLESS NOTED OTHERWISE IN SCHEDULE. ARCHITECT, TO ALTER TI DOCUMENT. 8. GENERAL CONTRACTOR SHALL SIZE A DIMMABLE O THESE PLANS ARE AN E ERAL RA R ZE ALL BLE MAGNETIC POWER SUPPLY UNITS AS INSTRUMENT OF SERVICE L-----------------j--_-__-----------_-i G IC C C I I REQUIRED FOR LOADING. AND ARE THE PROPERTY THE ARCHITECT, 9. ALL PROPOSED GFI OUTLETS/ CIRCUITS iN KITCHEN AND BATHS SHALL BE PROTECTED AT INFRINGEMENTS WILL BE PANEL. PROSECUTED. CONTRACTORS SHALL VEI j-_ 1 HT I FIXTURE C j�IU1. FIN15H / COLOR OF ALL SPECIFIED FIXTURES SHALL BE CONFIRMED WiTH OWNER PRIOR TO PURCHASING 10. PROVIDE DRYER EXHAUST BOOSTING FAN BY FANTEGH NO. DB-F10&K COMPLETE WITH ALL CONDITIONS AND MEASUREMENTS IN THE F MANUFACTUREI-' CAT Nd, � , � � NEGATIVE PRESSURE SENSOR. 411 DUCTWORK, AS REQUIRED AND BE RESPONSiBLE FOI FIELD FIT AND QUANTITY A FIXTURE AND LAMP TO BE SUPPLIED 5Y OWNER AND INSTALLED 5Y GENERAL CONTRACTOR 11. IN EACH OF 3 ATTIC ACCESS LOCATIONS PROVIDE : SWORK NO HALL BE MADE IN ALLOHAI WANCES 5 WAC FM - 211 20 W 3000 K LED 12" CEILING MOUNTED CLOSET LIGHT (1) OUTLET OF THE CONTRACTOR FQI C WAG WS - 236 25 W 3000 K LED 36" WALL MOUNTED CLOSET LIGHT (1) SWITCH ANY ERROR OR NEGLECT HIS PART. (3) FIXTURE TYPE IV' D WAC WS - 248 30 W 3000 K LED 48" WALL MOUNTED CLOSET LIGHT ALL To BE LOCATED BY OWNER IN THE FIELD SCALE 1/'4"=1' E ZUi~IT081=L PANOS-D-N-1 -1R-H-IeW-"330-WH / PA,N08-Fr:-i00DL-#R-IeW-DH-I / WET LOCATION 1"3 W 3000 K LED 31/2" ROUND DOWNLIGHT WET LOCATiON / WHiTE TRIM + BAMLE F FANTECH PB 210- 2 / MGE & METAL EXHAUST GRILLE 0 411106 --------- IN-LINE EXHAUST FAN / 6" DUCT DRAWN BY G PANASONIC WHISPER GREEN / FV - 0511VK3 ------------- EXHAUST FAN - 6" DIA. DUCT DATE f0a AUG H LEDI V5 - SPEC - 1.5 - 30K - LENGTH - CHi - 80 - F IB W 3000 K LED LED STRIP LIGHT WITH SLiM STANDARD CHANNEL / FROSTED LENS REV. U RAe VX 200 G 18 W A-21 LED SURFACE MOUNTED UTILITY FIXTURE WITH WIRE GUARD REV. K €-3EGA 33 328 / MGU / MARINE GRADE UNDERCOAT / SLACK 3. S W LED / 3000K EXTERIOR WALL MOUNTED FiXTURE L ZUMTOBEL PANOS-A-N-100-R-24W-830-5-WH-W / PANOS-1=E-10OAD-R-24W-DH-120V 10 W 3000 K LED 31/2" ROUND DOUNLiGHT ADJUSTA5LE / WHITE TRIM + 5AMLE REV. M WAC 5m - 30 - BLACK 30OOK LED STAKE MOUNTED LANDSCAPE LIGHT REV. N WAC UP - LEp430 - 30 - WHITE 3000K L1ED SECURITY SPOT LIGHT JOB NUMBER P BEGA 33 548 MGU / MARINE GRADE UNDERCOAT 21 W 3000K LED EXTERIOR UP / DN FIXTURE / )I] R BEGA B 22230 MGU ! MARINE GRADE UNDERCOAT / 24V DC 2. iW 3000K LD EXTERIOR STEP LiGHT / PROVIDEE TRANSORRMER AS REQUIRED 11 av WAC WL - L50101 - 120VAC - 3000K - 68 - WT 3�r900K LED INTERIOR STEP LIGHT E BEGA B 84355 MGU I MARINE GRADE UNDERCOAT 12 W / 3000K LED / 180 DEG EXTERIOR PATI- LiGHT LEVITON 1GEYLESS PORCELAIN WHITE SOCKET 3000K LED ATTIC UTILITY Li!HT ' D E (C)2025 Brian Shore,Arch'. 1 POOR SCHEDULE MARK WIDTH HOGRT THC. / TYPE HARDWARE SADDLE RSMARKS C1{401 - 4/I -MDF -- 5/8" SHEETFOCK i 3'-0" 6'-8" 1 34" TYPE 'A' PASSAGE LATCH/DEAD BOLT ALUM. WEATHERSTRIP �-� HEAD WING /DOOR JA3 SEE NOTE•4 2 3'-0" 6'-8" 1 34" TYPE 'A' PASSAGE LATCH/DEAD BOLT ALUM. WEATWERSTR(P SEE NOTE 04 - 3 2'-8" 6'-8" 1 34" TYPE 'B' PRIVACY LOCK -- .=ra J WINDOW/DOOR JAMB / WINDOW/D40R 43,_0° 6`-8" 1 3j4" TYPE 113' PASSAGE LATCH STONE ---- WINDOW SASH 5 30•0" 6'-8" 1 S4" TYPE 'B' PRIVACY LOGIC WOOD 6 4'-0" 6'-8" 134" TYPE 'B' DUMMY TRN/ROLLER CATCH ------ " CH 401 - 4A -MDR _ (2)2-0 SWINGING DOORS HT.MIRROR ON INT.SIDE OF ONE DOOM ;' WINDOW STOOL CASiN1 1 4'-0" 6'-8" 1 3/4" TYPE 'B' DUMMY TRiM/ROLLER CATCH ------- (2)2'-0" SWINGING DOORS - 41/¢a FULL HT.MIRROR ON INT.SIDE OF ONE DOOR 8 3'-0" 6'-8" 1 31/4" TYPE 'C' PASSAGE LATCH ALUM. r-P.S.C. "'LABEL DOOR — CH 401 - 4A - M7F DEAD 1501-t WEATHERSTRIP CASIP�a 9 5'-09 6'-8" 13/4" TYPE 'B` DUMMY TRIM/ROLLER CATCH ------- (2)2'-6" SWMt:NG DOORS 41/4EE 10 3'-0" 6'-8" 1%" TYPE '15' PASSAGE LATCH ALUM ELEVATOR DOOR 11 3'-0" 6'-8" 1 34" TYPE 'C' PASSAGE LATCH ALL" I=fbC."B'LABEL DOOR - WEAT'F�RSTRIP HEAD/CASING TAIL a DOM / WINDOWS 3 CASING ALUM. WE-ATWEATr14E°� 4 18 SCALE : 3" • i'-m" ALL MOULDING-6 SELECTED FROM 18 SCALE : V = 1'-m" 12 3'-m" a'-a�" r/34" TYPE x>' DEADPASS 1� -T DEAD BOLt .., i 41/4" ' " at-on 3 " ALUM V-O" DOOR WITH(2)I'-6' SIDELIGHTS � "HUDSON RIPER MILLS" 13 6-6 8-® r �4 TYPE 'E PASSAGE NOTESEE LATCH DEAD BOLT WEATWERSTRIP 14 2'-6" 8'-0" 1 34" TYPE 115' PASSAGE LATCH ------- 41/4 ' CH 401 - 4A -MDF I CASIAks 113 3'-0" 8'-0" 1 34" TYPE 'B' PASSAGE LATCH WOOD ELEVATOR DOOR C44 401 - 4A - MDF 16 2'-8" 8'-0"GA51NCs DOOR JAMB 1 3/4" TYPE ' ' PRIVACY LOCK WOOD 11 3'-0" 8'-0" 1940 TYPE 'A' PASSAGE LATCH/DEAD BOLT ALUM. WEAT14rmSTR(IP WINDOW IAMB SEE NOTE 04 18 3'-0" 6'-8" 1,040 TYPE 'B' PRIVACY LOCK WOOD WINDOW SASH . t 19 4'-0" 6'-8" 1 34" TYPE 15, DUMMY TRIM/ROLLER CATCH ------- (2)V-0" SWNGiNG DOORS FULL+4T.MIRROR ON NT.SIDE OF ONE DOOR 20 2'-8" 6'-8" 134" TYPE 11:3, PRIVACY LOCK WOOD left N ' ALL RECEPTACLES TO BE LOCATED IN BASE AS SHOWN21 3'-0" 6'-8" 1%" TYPE 'B' PRIVACY LOCK WOOD HR 115 -1 MDF FR WINDOW STOOL — -^^^�� 13 M(�D1p, 2a 4'-0" 6'-8" t 34" tYPE 'B' DUMMY TRIM/ROLLER cATG-I ------- (2)2'-0" SWINGINds DOORS } 3/4"x /�" O FULL HT.MIRROR ON INT.SIDS OF ONE DOOR } 1303 - CL.POPLAR 23 3'-0" 6'-8" 1 34" TYPE V PASSAGE LATCH WOOD ELEVATOR DOOR 14 BASE SHOE AT WOOD +TILE FLOORS AQ i x 4 - CLEAR POPLAR 24 V-O" 6'-8" 1 34" TYPE TV PRIVACY LOCK WOOD 25 4'-8" 6'-8" 14411 TYPE 'B` DUMMY TRiM/ROLLER CATCH ------- (2)2'4" SWNGWx DOORS FULL HL MIRRoR ON INT.SIDE OF ONE DOOR 26 V-4" 6'-8" 1 34" n.PE ,B, PASSAGE LATCH - ---•--• FULL+4T.MIRROR ON NT.SIDE OF DOOR 2-1 2'-4" 6'-8" 134" TYPE "B' PASSAGE LATCH ------- FULL 4T.MIRROR ON INT.SIDE OF DOOR ckv,®ARC"y\ I LL/L"O' I �!"•'�1� � CASING DETAIL 28 3'-8" 6'-8" �CLEAR Ti�T'tP DOOR PULL SELECTED BY DOOR------- 2'-B"D0O WITH i'-®" SIDELIGHT 5ASEF�,4MELESS a 18 SCALE : 311 = 1-m iS SCALE : 3 = i-m ALL MOULDINGS SELECTED FROM "I-IUDSON RIVER MILLS" � a- i 10 9 1" b ' i TILE IN MUD SET 11/2"x 1�"x 1/4" ALi,M11 LM ANC �, Y ANCHORED TO SZSTR,ATE M. r.-------_-..— FINiSH FLOORM(SEE PLAN) j \ D ------------------- 1— }- YER11�Y TI IICKNESS iN 1~1%LD PLYWOOD FILLER AS 1�QUI� 4 � � \ IT IS A VIOLATION OF ::: . . , . • . � .. eoFOR ANY PERSON, UNL - — --- -- ----------------------- ---- ----- ----- 34" CDX PLYWOOD MOOR OR � 9 EA � ACTING UNDER THE 0 0 0 __.-............................_.__.____._....................__-•-... -..._._._._.--_-------..._--.-----.-- EXIST1NCs S1IBSTI4TE(SEE PLAN) i -a +� DIRECTION OF THE " R HITECT, TO LTEF DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SER1 AND ARE THE PROPER VARIES VARIES VARIES 3'-0" THE ARCHITECT, INFRINGEMENTS WILL P "Am " poog rnmE Pc' WOR Ty1m Non PROSECUTED. EXTERIOR PAINT&ADE SWA E 1NTERIOR PAW GRADE RAISM I MIWR PANT CAE RAISED SW4E EXI MOR PAW GRADE pUTCH PANEL DOOR W14 6TiC m S W5LE PANEL.DOOR BY"TATE PAPA.DOOR BY WSTATE DOORS'OR POOR!OkTF1 RAiSM PAWL$15T CONTRACTORS SHALL DETAIL T TILE / FL BY IJPWTA'li:DOOR'OR D 'OR AP1 D E(dUAI, APPWVW MI& DOUR'OR, ,ED ALL CONDITIONS AND 18 SCALE : +�ALFSGALE r� F�RAT�DATGARAGt:/1 ANDMEASUREMENTS IN H BE RESPONSIBLE FIELD FIT AND QUANT WORK NO ALLOWANCE SHALL BE MADE IN BE OF THE CONTRACTOR ANY ERROR OR NEGLE DOOR NOTES HIS PART. SCALE AS N L ALL DOORS kO"RMfe TO BE"rLIEP AND NTALLED BY comr.acTolt DRAWN BY RE 1. ALL DOOR HIE S aR-ALL W BALDIEN BALI.SEARK 4'x 4"S EDGE,1 It DATE 08 A' PAIR PER DOOR FOR 6'-W AND 1 PAIR PER DOOR FOR V-0"DOOM FINiSR4 To REV. 3 BORED► FC11M FOR ALL N MRIOR WM 64AU M'p1W Ul N OLD TORN 1CAM FiNiSN TO BE PM OM CMM SEE SC"MI FOR REV. FL TYm 0 4 ALL BORED WERIOR DOOR MqDdVM TO BE SELECTED BY 00M FOR REV. 131DDR�a PLUS ALI.aU ft00 F''ER DOOR REV. 5• flO=D()OFt KAFMAW SHALL 15T+'GRW 1°tODEL 130 MV TOP RAiI RECESSED PILL BY'ACOM`M'NO.S 20M SERE& EPGE PULL SY'ACCFRATE' �O B NUM B NO.T002.F1NI64 TO BE 19MISM MOM Ll 6.DOOR STOPS 94ALL Re'"YKATIOW DMW U L_DOMTOP.FNX TO M fvLlwm C1,11palf " AD (1.4. 1. GMVX CONTRACTOR&4A-L PR7VM SHOP OF ALL DXR TYPES, 6TICKM AND MK AND kMU M MOlNTM l•ErGM FOR APPROI/AL PRIOR TO Orcava OEM / 411td f WE PAINT M4 M SAJGL.M PA IM DOOR*0e3p 6IDl:LIGNfB ON orsm 511Q M AND M14T(N6 WITH CLEAR TEMP.6L.A0 BY WSTATE DOOR`OR ,APP W�W ECIAL ...........; ........ ....................... :........................................ .............._ ..._.... ..1......... . ..... ....... L .I .HID! r..............._...... .I i I.................!:::::I j...................... - - -__.._.-...�.-._ ..............-_' -_- ..._....... ..........-_.._---------- , G PENNY TILE SE7 GN ...................�' ........< 1 E t................ ..... L........ -- I t-... !::::::::a:-:: :... SCHLUTER- DITRA - IaEA7<�ICC�IPLING_........ ........ MEMBRANE I i E _...; I i -- --__.... - --' SEE SPECIFICATIONS FOR DETAILS - T { 1 ................ i. :................................................. ......:.... .. I { I ................� -...---- -- i ,.. �.....1 ` ...7........ - _ .,...... - ii POLISHED GCNCREtEFLOOR.COIOR............. ..._""...... OF STAN TO BE SELECTED BY OUNER ...... .............. ELEVATOR ...............I...................... ..�.................. SEE SPECIFICATIONS FOR DETAILS 2"x 12"HL.LESTO1E STAIR TREADS !........... ......._.., ( AND CAP AT FETAINWs U1ALL.S i �y ... ' :,......... POSED JONTS SHGUK b'-O"MAX.LE:k*V 2"x 101 MMSTONE SLAB DER At PATIOPROPOSM r " ; �. . JOINTS SHOWN. 6-® MAX LEftH -1;__ snaiaLe �— ' as urn a�aa! ........................................ .................... I i ; ....-- ......... NEW YOB'G STATE BLZIEStONI=,I" RANDOM RECTANGULAR PATTED! ............... , _........................... �.............;......... �:........;........... ........ SEE SPECIFICATIONS FOR DETAILS .. VESTIBULEI { : y..................._........:.......... i -......-...... ................... ............. i .... ...............:..........i ................ .............�....... I .........� >.. . • I • -•- -_ ': -----......... .. SHIELD- EPDXY PROFESSIONAL FLOOR .... .........._. ...----.....---.. �sL� ........................ / SPECIFICATIONS FOR DE TAILS ............................................... `\ i ........._.a .... 1. I :.............•............. i J f i - r. 1 i .............:' ( .........., ...........I _ I i i I I I �� S ).... ` ........ ... .......... �T .-:-r-:; GAit BY OWE �......... I .... " ... ... — -' I I I I I I �� ' TEE __....,..��-.. .. GC�I7RAGTOR SHALL PREP SLAB A5 �ci)fi _: i I I I ; I I..... �.. .. ..:- ,Q�.�"� J$�i A.!!'I p!/baal- I I i ..1...._... �...J.--_._ ..- y^ ..............I--+._... ................. ....................... �i -.t_.--•.. ..... _. I tj — mi -- —= - —, : .: ....:.......A .. - - -+ , . + ' , ^3 f� I / / zJ T. r 4 Ell T-T OF }; -I I • ' / I I • I �. i rjt • / 1 ........... - - I ' '.......:.............: <............!............... -.(._,....•. - I , ,/ / J r / / /, ............'......-}''-- �� -- ' .. •, J ! �' / J /� IT IS A VIOLATION OF L FOR ANY PERSON, LE UNDER L....-.........._.._.._.........._�-L l .../ -'- ---- . ..�. .+...... +: -----..................... pCTEINGION OF THE N - - J CT T ARCHITECT, TO ALTER ' — , ® ; ( '' ! / DOCUMENT. / J ; J I / �.. _'- -__' �' ._.�_._..; i...:'"--' THESE PLANS ARE AN I ; 'j 2"�L1�STONE SLAS 8ORG)ER AT PATIOS. :.........__I 1................_:.....I I ( -.......... .... ...............�::.:?... ;.....---.........r.....; / / // // INSTRUMENT OF SERViI i ' /, / / / / / / � RT' ! ' , � 1 AND ARE THE PROPS URDTHS AS NOTED ON PLAN ' '..., L AN ......I ; _...... ii. ....... .7.......... , n >......_�...... . .... ........................' .. ii ,/ J / ' !' : / / // L �lLEVEL ,IONNTSSHCL : I -2 ...... ...I..........! oaAs: 1................... .. 1 ; ... .. ..............,.........1.:... / , , ,' /', / /, PROPOSED .............................:.........; I..............._!....... ! -_- - :. . / ' / ' /� / , / ''/ /�/� / : . Ir�1t C I Y C1��IC�d� INFRINGEMENTS THE �VILL BI -¢� MAX LEtTH PROSECUTED •---—-_ , CONTRACTORS SHALL V .......... .� I : . ................... IiaL _ \ / / / I) ALL FINI D TILE FLOORINCs C Tll�x Sal ALL CONDITIONS AND ` I TO WALL. IN EACH SHE LE AND AR 'E ALL EXTEND WALL MEASUREMENTS IN THE !............. ...! ;r. AREA SHOLN UNDER ALL CA5NETRY,BUILT INS AND APPLIANCES,AS WELL AS ALL AND BE RESPONSIBLE F .. -...._--------- CLOSETS FIELD FIT AND QUANTIT . .... .. ... • , i AL LOWANCES OWANCES SHALL BE MADE IN BEH, OF THE CONTRACTOR F I".r......... { 2) SEE DETAILS FOR BASE TRIM At THIS FLOOR j ,...7 ! ANY ERROR OR NEGLEC i' 3) SEE DETAIL 1 + 2 FOR DOOR TRIM AT TINS FLOOR 1 PART. IS 8 SCALE I/4"= 4) SEE DETAILS FOR WINDOW PRIM AT THIS FLOOR DRAWN BY DATE 08 AU 5) ALL AREAS OF LOWER LEVEL TO HAVE CRC>�l MOULDINCa WALLED ( HUDS N RIVER MILLS N aR 149- 1 MDF PR)WITH THE EXCEPTION OF : REV. 2'x 14"�1.l�STC�#E CAP AT RETANNC's W�V..LS JOINTS Sa OUX W-®"MAX LD6TH A) GAGE REV. 5) CLOSETS C) MECHANICAL REV. L j, REV. JOB NUMBE AID (p 19 0 F 02025 Brian shore,Arc SELECT GIZADE MAPLE,21/4" WIDTH .. .............. COATS SATIN FMMY .............. .................................... SEE SPECIFICATIONS FOR DETAILS ---------- ............. t I,X-.X-1274*i"' 'Z "rib GLASS MOSAIC FLOOR TILE SET ON X SCHLUTER - DITRA - I-EAT UN=PLM ............ �2 ............. ...... 32 ................... r7-7 MOSAIC PATTEFN ...................... ELEVATOR U-11] lil I L/—\ : -................ .................T WE SPECIFICATIONS FOR DETAILS ............. ............. .................. L I 211 x 14'SLESTONE SLAB DER AT PORTICO I I PERIL rpDPOmD JOINTS&OLK ---------------- 04"MAX LEZT14 PORCELAIN FLOOR TILE SET ON ............... tu SCHLUTER - DITRA - HEAT UNC-OUPLNG MEMRANE DIA51ON4 PATTERN IN TILE BORIDER RAU SEE SPECIFICATIONS FOR DETAILS ............. MOSAIC PORCELAIN FLOOR TILE SET .............. .......... ON SC14LUTER - DITRA - HEAT ..................... UNCOUPLING MEMPANE R.400M PATTERN ..... ...... SEE SPECIFICATIONS FOR DETAILS I ! I ( I � ! ! I I i I II I I i i .......... j COMPOSITE PECKING BY AZEK COLOR ............T TO BE SELECTED BY OWNER ............ ................ SEE SPECIFICATIONS FOR DETAILS ............... I I I Ij V N(Vo IF w 4) ............. .............. Fllmn-Am 11 1 : -----------.........------------------------- ...............-------------- —-------------- ................ If NEW Yow STATE 5LUESTON , R*0OM IRECTAWiULAR PATTERN ........... ...................................... K 32 SEE SIPECIFICATIONS FOR DETAILS ...................I ............ rvn 4"54.2�1 [OLAND KITCH INI 101 it i DAL .................. ... . ................ . ............ IT IS A VIOLATION OF L� I •/ �`J j ! FOR ANY PERSON, UNLEE ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER 7 H f=LAN DOCUMENT. FLQM ENIN AND-191M PLAN, CA NETRY L(XAIIM THESE PLANS ARE AN INSTRUMENT OF SERVIC NOM AND ARE THE PROPERTY THE ARCHITECT, ---rf I INFRINGEMENTS WILL BE . ....... 1) ALL FINISED TILE AND WOOD FLOORING SHALL EXTEND WALL TO WALL IN EAC14 AREA u L SHM LWER ALL CABINETRY,BUILT INS AND APPLIANCES,AS WELL AS ALL CLOSETS. PROSECUTED. 2) AT THIS FLOOR GENERAL CONTRACTOR SHALL PPDYll)E U10MAYMENT OVER CONTRACTORS SHALL VE SUEFLOOR AS REQUIRED TO BUILD LIP SUCH THAT FINISHED WOOD FLOORS ALIGN AND ARE ALL CONDITIONS AND LEVEL WITH ADJACENT TILE FLOORS. MEASUREMENTS IN THE AND BE RESPONSIBLE FC 1 FIELD FIT AND QUANTITI ........... ....... .......... .............. ............................................................................. ............................ 3) SEE DETAILS FOR BASE TRIM AT THIS FLOOR ----._...-------._...__-_.._.--_..__ ---------- -----------------------------------—----------------------------------------------- ------------------------- ----------------------------------------------------------------------------------------------------------------------------------- —-------------- WORK NO ALLOWANCES -LL Z�n SHALL BE MADE IN BEHA .................-------------------- --------------- ........................------------ ............-------------------------------------------------------------------------- —------------------------------ .........------------------- --------------------------------------- ----------- 4) SEE DETAIL + FOR DOOR TRIM AT THIS FLOOR OF THE CONTRACTOR FC ANY ERROR OR NEGLECT HIS PART. 5) SEE DETAILS is + FOR WINDOW TRIM AT THIS FLOOR SCALE 1/4 6) ALL AREAS OF FIRST FLOOR To HAVE cRMN MOULDING INSTALLED DRAWN BY ( HUDSON RIVER MILLS 0 HR 14,B- 1 MOF PR)WITH THE EXCEPTION OF DATE 08 ALk A) SCREENED PORCH REV. 5) CLOSETS C) AREAS WITH CATHEDRAL CEILINGS, REV. 1) PROVIDE PICTURE MOULDING( HUDSCIN RIVRE MILLS 0 RM 1410 P)IN THE FOLLOWING REV. ARE,46: HEIGHT TO BE VERIFIED IN FIELD A) LIVING REV. WON 11 11 B) FOYER JOB NUMBEF C) SERVICE WALL 0) DINING AD D F FIR] A 0 F (M70.5 Brian Rhnrt-. Arril --— ------------ ---------- ... ........---------- ---- .......----------- ... ... ..... ......................... ! I i I i j i !I (� 1 , 'i I I k f; I I f ! 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SEE 64nCIFICATIONS FOR DETAILS ---------------------------------------------------- LE .. ................ 1 4 : 00 ........................... ..................... ...... P=ELAIN FLOOR TILE SET ON F SCHLUTER DITRA HEAT LN=nNG _j ELEVATOR ----------------- MEMBRANE ORrH46ONAL FATTER4 SEE SPECIFICATIONS FOR DETAILS ul I I.— i SET ON SCHLUTER DITRA HEAT I.NCOLPLINGs MEMBRANE 3: CABW CABW i SM SPECIFICATIONS FOR DETAILS 73 LL CABW CAMV k4 " L—OE IDEAT %400 t Clem tl I Tit I I -I CABM7 CABW ...... An H �x �x > PROZ I L 2 El H Ll-i L 'o IT 19 A VIOLATION OF L) FOR ANY PERSON, UNLE.' ACTING UNDER THE Tj DIRECTION OF THE ARCHITECT, TO ALTER I DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVIC FLQ0 ENISH AN2 MM ELM, CA51NEM-LOCATIO AND ARE THE PROPERTN THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. 1) ALL FINISHED TILE AND WOOD FLOORING SHALL EXMO WALL TO WALL IN EACH AREA L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SHOWN DER ALL CABINETRY,BUILT NS AND APPLIANCES,AS WELL AS ALL CLOSETS. CONTRACTORS SHALL VI �H- -H� ALL CONDITIONS AND 2) AT THIS FLOOR GENERAL CONTRACTOR SHALL fROVIDE U05IRLAYMM OVER MEASUREMENTS IN THE &JEFLOOR AS REQIJIRED TO 13UILD UP SUCH THAT FNI,%4Er)WOOL)FLOORS ALIGN AND An AND BE RESPONSIBLE F( LEVEL WITH ADJACENT TILE FLOM. FIELD FIT AND QUANTIT' WORK NO ALLOWANCES SHALL BE MADE IN BEH) 3) SEE DETAILS FOR BASE TRIM AT THIS FLOOR OF THE CONTRACTOR F( ANY ERROR OR NEGLEC' HIS PART. 4) SEE DETAIL + FOR DOOR TRIM AT THIS FLOOR I SCALE 1/4 6) WE DETAILS + FOR WINDOW TRIM AT THIS FLOOR DRAWN BY DATE 08 ALk (7) ALL AREAS OF SECOND FLOOR TO HAVE CROUN MOULDING INSTALLED REV. ( HUD&N RIVER MILLS S HR 1413- 1 MDF PR)WITH THE EXCEKION a : A) LIBRARY +LOFT EXCEPT WHERE WECFICALLY NOTED ON PLANS REV. 5) ALL CLOSETS INCLUDNG WALK N'S REV. REV. MENOMINEE= JOB NUMBEI At ,9i. X34.) 0 F t?),)n,)r% Tlr;nti Qhnrp Art, T-V WALL MD.FARM HOUSE TYPICAL CROM MMOING TYPICAL CLOWN MOULDING CAST IRON SINK FRAMING FOR SOFFIT STONE SADDLE ABOVE CAM.AS REa COLD BOND XP c1YR L i-4 UPPER CABINET W€TH(13 `!:'.............. .......... ....... 151).WIT14 92022AM (purple)FINISH WALL FULL lXPTH ADJ.SHELVES L ---- -------------- -- RAISED P"L DOORS CEILING ( i `� `!\i � OPEN SHELVES TYPICAL CASNG DOM L I t CONT.UNDER CABINET LIGHT STRIP +4-- FIXED OPEN SHELVES WITH UNDERCA5 STRIP LIGHT 'a' GYP 5D.WALL FINISH WITCHES 110000 CUTLET DRTER STOW 0 0 SLAB APRON AND 0 CaNTERTOF .................... E I WALL MOLINTED BASE CABINET tl�—.-..-. FAF"4OUSS CAST I" DRYER WASHER t SNK < .......... .......... :AI TYPICAL ws -4- BASE MOULDI (2)PULL OUT (2)FULL OUT (2)FULL OUT (2)FULL OUT DRAWERS DRAWERS DRAWERS DRAWERS L i -4— T— _4 -4- cl --T F 5ENCH TYPICAL CROWN MOULDING "CAL CROWN MOULDING TYPICAL CROWN MOULDING HOOK AE - ALUM, I- ------ N� ....................................... ADDLE FRAMING FOR SOFFIT GOLD BOND XP GYP. ABOVE CAS.AS REQ. 130.WITH UPPER CABINET WITH(2) H (purple)FINISH WALL DILL DEPTH ADJ.SHELVES UPPER CABINET WIT14(2) CEILINGI FULL DEPTH ADJ.SHELVES ---------...................... "a Y GOLD BOND XF,GYP. 50.WITH ff!M-LA I --MR , ... (p qp q) ...... -HOM RAISED PANEL DOORS 021-211 (purple)FINISH s WALL ............ CONT.UNDER CABINET TYPICAL CASING CONT.UNDER CABINET LIGHT STRIP LIGHT STRIP PORCELAIN TILE BACKOPLAS14 pmoq GLASS PANIEL DOOR 1112� MUDROOM OUTLET OUTLET SCAIJE 1/2R - V-011 STONE SLAB APRON AND— Foo, STONE SLAB APRON AND COUNTERTOP ; ........... COUNIERTOP .............NOTES POOR 1) TILE SHM ON PLAN AND ELEVATIONS 18 FOR GRAPHIC REPIRESMATION MY. ALL TILE BASE CABINET WITH(1)FULL L L'-—j—1 L BASE CABINET DEPTH ADJ.SHELF MESS LAYOUTS SHALL BE MEASURED AND VERIFIED IN FIELD RAISED PAML DOOR$ O111NER SUPPLIED BENCH r4 AS NOTED) AND HOOG ABOVE 2) AMIANCES TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR nED APO�, EXACT LOCATION To BE VERIFIED N FELD WITH OWNER. TYPICAL BASE MOULDING 3) ALL VANITY COUNTERTOPS AND APRONS,SHALL BE STONE SLAB.MATERIAL ALLOWANCE IL OF $100.00/SF CONTRACTORS NET INCLUDING FABRICATION AND TAX (4)PULL OUT DRAWERS 4) Gf-E-NEIZAL CONTRACTOR 644L FRCM0Z SHOP DRAWINGS OF VANITIES FOP,ARCHITECTS APPF!OVAL PRIOR TO FABRICATION 5) ALL SHOW WACES 0:VANITIES/BUILT INS SHALL BE PANTED,COLOR TO 13E of rhe SELEC-MID. SEE 6MCIFICATIONS,FOR INTERIOR FINISHES/HARDWARE. 61 DRAWER AND DOOR PULLS TO BE SUPPLIED BY OWNER 00 INSTALLED BY ORAL CONTRACTOR 10 Z TYPICAL TYPICAL CROWN MOULD NG CROWN MOULDING ....................................................... --------------- IT IS A VIOLATION OF LAW 1-01 ................. WINDOW I HOOK FOR ANY PERSON, UNLESS ACTING UNDER THE TYPICAL CASM GOLD BOND XF` TP,HOLDER- DIRECTION OF THE GYP,B0.WIT9— ARCHITECT, TO ALTER THIS _R2 (purple) DOCUMENT. FNIS14 9 WALL MR GYPSUM CEILING ..........I HOOK-� Ii BOAFV FINISH fi THESE PLANS ARE AN ............ 14 INSTRUMENT OF SERVICE DECORATIVE AND ARE THE PROPERTY OF f ................ MIRROR THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. StUITCHES FID] OUTLET k' f . cr A i k- DOOR TOWEL BAR CONTRACTORS SHALL VERIFY ALL CONDITIONS AND STAL SW MEASUREMENTS IN THE FIELD 4-- -TP.HOLDER i FIELD FIT AND QUANTITY OF AND BE RESPONSIBLE FOR r4 i i TOILET TOILET WORK NO ALLOWANCES 1(o SHALL BE MADE IN BEHALF TYPICAL BASE OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON I TYPICAL BASE -MOULDWS 1611 TOUEL 5AR MOULDING I HIS PART. SCALE 1/211211-011 DRAWN BY JET DATE 08 AUG 25 REV. REV. REV. 10OWDER ROOM REV.- 22 SCALE . in-, - 11-00 JOB NUMBER NOTES 1) TILE: SHOWN ON PLAN AND ELEVATIONS 18 FOR GRAPHIC REPRESENTATION My. ALL TILE cry LAYOUTS SHALL BE MEASLFED AND VERIFIED N FIELD rillj is —4- 1 2) PECMATIvE MIRROR,ALL T.P.HOLDERS,HOOKS,TOWEL BARS,ETC.TO BE SUPPLIED BY OUf-R 40 INSTALLED BY Ge4ERAL CONTRACTOR EXACT LOCATION TO BE VERIFIED N FIELD WITH OWNER.PROVIDE BLOCKING AS MiQU 0 FIRED Adl ill-on 1. V4 lu M21 ck 0 1 > LU 0 I x 4 PRIMED PINE V GROOVE FINISH AT P-416M WALLS +CLG. FLUSH STONE SLAB CONT RECESSED LIGHT GOLD BOND XF, ---------------t ...... STRIP AT RAISED GYRWIT14 I x 4 MIMED FINE V I t CEILING (purple) GROOVE FINISH AT WALLS ........... F, FINISH a CEILING +MC-L OVER VANITY -4 ...... WALL -T Ti FRAMINS IN BATHROOM LW FIXTURE .......... AS RECL DROPPED CEILNG ----------- M IN —C ................. -i- DROP CEILM IN ZNT.FECESSED SAT14ROOM AS REQ .................. 7- SHOWER LIGM STfPJP T ............. (P TYPICAL CRM TYPICAL TYPICAL CPDIN MOULD CRDWN MOULDING &= _.._._..-A--------- ........ MOULDNS .................... %"MR GYP 01), ...... WINDOW ------------------------ TILE ON SHOWER I RAISED CL .2 5EY010 RECESSIED MED..........- WALL BEYOND j F I .............. ............ ........... T_ '-T........ ............... ..........F, L j CAB 0A "m J-] T NOOK $HOWER HEAD J.............. _AL : ...t--I--------------- . ................. STONE SLAB WALL CASIWj 12 ------------- ----- !-L-"__J: 1 ......... • %11 GOLD BOND XP 1 1. 1 i i 11 \1�11 JAM CAM SHOUER 30 TP.HOLDER --f 1 - I _R ............... :;....J WOOD GYP.5D.WITH -----....... ........... ENCLOSURE SHOWER ENCLOSUME r I ... .......L d---- ----- -A (purple) 31 ........... ...... CHAIR RAIL 7 T-IT TILED FINISH CEILING CAP OUTLET �J RECESS SHOWER VALVE Ham TOWEL BARS L7, ------ )NE SLAB APRON 7T AND COUNTERTOP 31 ----------- T r ............ .... .............. ............................. .. ........ CASING ........... - ............. ............. ....... ---_-_ ........... ... it........................I... 1 .1 _7 7 1 11 11 ............. .......... ---------- ............. : VANITY .. .1 ....... ..... ........... 7-- . . ;... .................... J-2 'T T 'L'""_e. ........ ..... .. $TONIF SLAB MC4 . ..... —TILE L DOOR CAP APRON :11 Ai TILE _T T_ 47- ..I.......... 7 1 r VANITY 18 .............. .............1. ............... ..... ....... T TOILET L-1 7.............. J -A .............. J_ -41 t I I ........ ................11 I------------ ................ BASE ....... ..... ................T' TYPICAL 13ASE MWLDNG MOULDING 0 DRAWERS SINK BASE FULL OUT PROVIDE BLOCKING AS REWIRED BEHIND CASING, 14AMMR HARAIL AND BASE MOULDING TO ALIW WITHHED TILE. TYPICAL CHAIR RAIL - HLIDSM RIVER MILLS 4 14R- 501 N FRIMED MDF 5ATH 1 23 SCALE : In" v 1'-0" NOTES 5) ALL VANITY COUNTERTOPS AND APRONS,SHOWER FLUSH SADDLE AND BENCH CAP,TILED 1) TILE SHOWN ON MAN AND ELEVATIM 16 FOR GRAPHIC FEPRESENTATION ONLY. ALL TILE RECESS HEAD,JAMS AND SILL,WALL JAMBS WALL BE STONE SLAB.MATERIAL ALLOWANCE LAYOUTS SHALL BE MEAD AND VERIFIED IN FIELD OF $IW,00/8F.CONTRACTORS NET INCLUDING FABRICATION AND TAX �IED Ao�C, 2) EXACT LOCATION OF ALL BATH AND SHOWER VALVES AND FIT SHALL BE 6) WCRAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF VANITIES FOR ARCNITECTS DETERMINED IN FIELD BY OUR PRIOR TO ROUGHING. APPROVAL.PRIOR TO FABRICATION. 3) EXACT SIZE AND LOCATION OF TILED RECESS IN SHOWER SHALL BE COORDINATED N 1) ALL SHOW SUFFACES OF VANITIES/BUILT INS SHALL BE PANTED FN14-4 COLOR To BE FIELD WITH OILIER AND TILE COURSING'. OVER FRAME AS BEMIRED SELECTED BY OWNER. SEE SPECIFICATIONS FOR INTERIOR FINISHES/HARDWARE. Z CABINETS,ALL TP.HOLDERS,HOOKS,TOWEL 5AIRS,GRAB 15ARIS,ETC, 5) DRAIMIR AND DOOR PULLS TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL 4) RECESSED MEDICINE TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. EXACT LOCATION CONTRACTOR TO BE VERIFIED IN FIELD WITH 0.$EP,PROVIDE BLOCKING AS REQUIRED 5) SEE SPECIFICATIONS FOR SHOWER TUB ENCLOSURE INFORMATION FLUM5ING FIXTURE ISCHEDULE NOTEES. L ALL PLUMBING FIXIIABS,FITTINGS,AND MCAJIM ROZ4- IN BOXES TO BE SUPPLIED AND NSTAIW BY GENERAL COORACTOR AS INDICATED IN SCHEDULE MOW, EXCEPT AS NOTED 2. ALL BAIT- ACCESSORIES(TOUEL BARS,ROSE HOOKS,TOILET PAPER HOLDEF6,GRAB BARS ETC.)TO BE SUPPLIED I LOCATED IN FIELD 15Y OWNER AND INSTALLED BY GDM'-CONTRACTOR PROVIDE BLOCKNG AS REQUIRED FOR INSTALLATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ROOM FIXTURS FITTING ACCESSORIES DIRECTION OF THE ARCHITECT, TO ALTER THIS TYPE MANUFACTURER MODEL CAT. NO. COLOR MANUFACTURER MODEL CAT. NO. FINISH Rr=MARKS DOCUMENT. SINK KOHLER RIVERBY PAW14OUSE K - 24564 WHITE KOHLER TOUMANT K - 71515 - ON POL NICKEL K - 87IS"a - SINK DRAIN WITH STRAINIEER THESE PLANS ARE AN KITCHEN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, LAUNDRY WALL HUNG SINK RANDOLf*H MORRIS RM - LAUNDRY 40" CAST IRON WHITE CHICAGO FAUCET DECK MOUNTED 8" CENTERS le* - GN 8 AE 2'5 A5 POL NICKEL INFRINGEMENTS WILL BE PROSECUTED. SINK BLANCO QUAITZIA R 0 BAR STAIN STL CHICAGO FAUCET DECK MOUNTED SINGLE HOLE 15lO E 35 311 XKA15 FO1_ NICKr=L ----------- CONTRACTORS SHALL VERIFY music ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR TOILET KOHLER MEMOIRS STATELY K - 3811 - U W141TIF ----------- - ----------- ----------- ----------- ----------- K - 4133 - RL - GLIENBURY QUIET CLOSE ELOWSATED SEAT FIELD FIT AND QUANTITY OF POWDER ROOM PIED. SINK MEMOIRS STATELY K - 2268 - I WHITE D><V OAK HILL D 35155800 1150 PLATINUM NICKEL ----------- VERIFY LOCATION OF FLUSH LEVER IN FIELD.FINISH TO MATCH LAV. FAUCET WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON TOILET KOHLr=R MEMOIRS STATELY K - 3811 - U WHITE ----------- ----------- ----------- ----------- ----------- K - 4133 - RL - GLIENBUIRY QUIET CLOSE ELONGATED SEAT HIS PART. 5ATH * I LAV KOHLER ARTIFACTS K - 21181 DROP - IN WHITE 5K0-HLER DEVONSHIRE K - 3'34 - 4 - ON POL NICKEL ----------- VERIFY LOCATION OF FLUSH LEVER IN FIELD.FINISH TO MATCH LAV.FAUCET SCALE 1/21f=11-011 SHOWER ----------- ----------- ----------- ----------- KOHLER DIEVONSHIRE K - TO 3"Yo - 4G - ON POL NICKEL ----------- K - 0304 - SERIES RIM-TEMP VALVr= + CARTRIDGES DRAWN BY JET DATE 08 AUG 25 TOILET KOHLER MEMOIRS STATELY K - 3811 - U WHITE ----------- ----------- ----------- ----------- ----------- K - 4133 - RL - GLENBURY QUIET CLOSE r=L0Ni3ATED SEAT REV. 5ATI-4 2 LAV KOHLER ARTIFACTS K - 21181 DROP - IN WHIM KOHLER DEVONSHIRM K - 30J4 - 4 - ON POI.- NICKEL ----------- VERIFY LOCATION OF FLUSH LEVER IN FIELD. FINISH TO MATCH LAV. FAUCET TUB KOHLER ARTIFACTS K - 210M - W WHITE KOHLER ARTIFACTS K - T121"30 - eM - ON POL NICKEL FLOOR MOUNT K - 20021 FREESTANDING TUB BASE REV. SHOWER ----------- ----------- ----------- ----------- KOHLER DEVONSHIRE K - TO 3'16 - 4G - ON POL NICKEL ----------- K - 9304 - SERIES RITE-TEMP VALVE + CARTRIDGES REV. REV. TOILET KOHLER MEMOIRS STATELY K - 3511 - U WHITE ----------- ----------- ........... K - 4133 - RL - GLEN5URY QUIET CLOSE ELOWSATIEP BEAT JOB NUMBER FRRIARY 5ATH LAV (2) KOHLER ARTIFACTS K - 211W DROP - IN WHITE r.>><V OAK WILL v 35155wo 150 PLATINUM NICKEL ----------- VERIFY LOCATION OF FLUSH LEVER IN FIELD.FINISH TO MATCH LAV.FAUCET TUB ARTIFACTS K - 21000 - W UA41TE KOHLER ARTIFACTS K - T12150 - C31 - ON POL NICKEL FLOOR MOUNT K - 204 BALL AND CLAW FEET FOR FREESTANDING. TUB SHOWER ----------- ----------- ----------- ----------- LEPRoy BROOKS ----------- coo 9103 POL NICKEL EXPOSED RISER L L*DI-1, HJOK TILE"RECE51: LLPI 0 F FRAMING FOR DROPPED _ CEILING IN SFd=R AS ..................._TYPICAL CRDII)W.____....,.._.----------------' MOULDING, - PIXED PANEL .--..:---- -- -------__. .__�___- 11 FRAMIIR3 FOR - _- '—' ._.._._ .._...._ -...__._ �.__L._. ' ....:.._T::::A��._ BAIL v4tILT 'a°GOLD WND kP 18 fig"GOLD BOND XP GYP. ?L1 ------ ---- _ CEILING AS REa i `— -_— GYP.BD.WITH BD.WITH A - (purple) 1............... _ 1 (purple)FINISH WALL + ___ _ i FINISH WALL + �- OILING ::..I"::... .:.::::....;....:::i.--•---•----:::. .....,.... :::T.::....;::: LECiF�T FIXTURE CEILING ... . - -- - -, ..... __.-T... ..� i I. �. i CASING SHOWER HEAD I - T 1 ti 7K DDDI� \` ♦ ! ! i 4E�i+J7-_N 1 il.o7•�.1/,"'oU J \ .-_-_.._--_-__.t -- € \ - - .....:..............� " #...................;....._,................,. IN CABII�IEt COORD. SHELF_ -.... r _L.... ...... (3)FULL DEPTH ADJ �:::::.................:::::::::..... ............. IN WITH OWNER i I .�.........-I :- I. __.._.1 TOWEL BAR I...., I....:a.......I....... S _ SHELVES Bl=Nlt�DOORS - ; ; ............, �,.....a.......1....... �m* SHELF T- 113D CHAIR RAIL CAP 1 - _ TILE - 1Eam � J I _........._..._.._ I / SHOWER VALVE t :................a4...... .`......`..........._:.......;........_. CONY.WINDOW APRON TILE I-.._...1. l : -.1.._ -I--- I i_. r ,1 .a. , TRIM At CAB. •� i WOOD SADDLE — I r— —=--- -- '- CiRAB 13A#' ':_ :::::I:_::1 -1_ ::.. ..L.�_�:::....--lr ; ..--. ................-----------___.— -...-.........................------ - ------- - -- --_ _—_ _... _... _ ._.........._._................... VANITY - - ` . t :..::. i ...I_. _ ...... C-r__ :.'_:�::: i - L - _ RAISED PAL C " __.._..... f , STONE SLAB APRON AND _r FRONT TO -1 COtNTERTOP LINEN --_ -__ / ; I PENCIL PENCIL __ _ MATCH VANITY TOILET _.._..,--......... ----�..... .__ .... �.. r.......-- --- -- :..- ---..;..... .- --:_ DRAILR..`� DRAWER..... :............_........:..... ......ut......:... .r..., .-..;..............,.+ DOOR PANELS__..... -._ _.........../-...- CABINET _ L s _# L. --r---1...........x........_....i......r.... - - -._ ,I / , 1...... . ............. 2� - _.. L.....,... -- -- - - ... i I 1:..::- ....----.............1...... :::.... l / I'• f�— I..... -Y.. _1. ' r OPEN FOR LEG SPACE ; :..............�.......�J......,r......,...........#...............J ....r -.w- / - - —- - - --- - ...............:............._ FRIwE STAND TUB - - - - _.. -- =f;�--...-._._....-- —.._. ..- ® --------..._— _ -- I __�,✓._._..... i _.�_.t: WOOD BASE DOOR CABINET =_="-__� , - PRESSING OVER DRAWERS VANITY PROVIDE BLOCKING AS REQUIRED BEHIND CASING, CHAIR RAIL AND BASE MOULDING TO ALIGN WITH ......_ . _ ......___..._..-----------------•----------------_- -••-------------......................._._ FINISHED TILE. . . Q --_ .- .........._.__............ TYPICAL CHAIR RAIL : HUDSCN RIVER MILLS+HR- �1 �- la" TCW1�L BAR � \ ��' � PRIMEDIN MDF ....._.._...---- - — ---...............------------. .................. � \Lu BAR _- III ,: c� a FRAMING;FOR PROPPEED NilCEILING IN SHOWER AS ict /W IMCW _- TYPICAL C1�l1PI. ................----- ------•-- ----........---....................__ __. ...........---- - 1 -. ... :::.f1 -..- :._ IR 11NG FOR MOULDING ".. �'"GOLD BOND XP GYP.BD. . :::::::::?::: .:: l L .:.:I_ ......1.---...,.:_I BARI�L YAULtWiTH (purple) ---------- -__.....-FINISH ® WALL + CEILING - - - - CEILING RECa. ___._ ...__._._._..---.............. dap C�C?LD BOND XP �----..........................._.._ -- __._ ._......._ __._. -------... G B BAR GYP.BD.WITH \��sREDAft? h, _ _- L*HT PIxtURE ', SHARD(purple) TILE - ALL i e - ---- ---- -- ---... CEILING: / I t b CEILING DROP IN SWOWER ' .t"w" `'./; P.`;::<,; ' ! 1 ,,. /:; '';:,:';.n:. RECESSED MED.C 1 AB >i I ENDOW ON Y -_.- _ : ... ;;::, .::�:>.;;;�' :,: I WALL BE t�IO ': l21 /. F / .:3�•:str%�I SHEL O CA I -� GA3:3 --^-7-I- :.r,:,,.y>;::� ;>vw;,, IN CABINET CODS. o, �'y6 p� E3. - -< `ri gym,::•-. i2 / 1 >+` \ CAS °< < ,,.,,,` .... :,<:> � T OWNER r ARCHED BARS VAULT CEILING r,s L AUL E LING •��•Y.F' T .�x` OWEL BAR �•. p O TUB OVER s, -..I--- - - - -- -- -- - - -- %' .. SNO11ER ENCLOSURE CH 1R RAIL r r 1 __........ .....�. :: :4:: ; SHELF -- SWITCHES ----- -------•-- --- -�----_.-- � ,. ., : ,:,:: : h. .�::M:>,, '::, ::. • � :::� . . , .� >..<: ::.: %t,::.�.; <:::: <....:::, , CONI:WINDOW APRON - __ - --- WOOD CHAIR!FAIL CAP A " -....---- r / ��n p TRIM AT CAB. ----•- ----- ----.. ..... ...;........ _. ...... .. ........ ..... # it - --,' - --.... - - ...- ................ -- -- RAISED PANEL vl-IEEE - - - j -� - TILE -I- i %- - :1. -STONE BLAB BENCH ,----- - -�- -[ CABINET FRONT tD CAP AND APRON -- -_LTI_ 1 MATCH VANITY // o ` _ _..... - -- • I __ - DOOR PANELS / a �_ A FREE ANDING TUB E��D _S •H x: _ _ TOILET r _ ... — _ -- -- ----.---------------------------------.. WOOD BASE ••------ FULL OUT SINK BASE PULL OUT _._._ DRAWERS DRAWERS DRAWERS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS n 1 � �� ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS 24 eCALE : 1/2" c 1'-0' DOCUMENT. �IOTES : THESE PLANS ARE AN INSTRUMENT OF SERVICE V TILE SWOt1Jl`I ON PLAN AND ELEVATIONS IS FOR GRAPHIC MFIMSENTATION ONLY. ALL TILE AND ARE THE PROPERTY OF L.AYCX1tS SHALL BE ME AND VERIFIED IN FIELD — THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. 2) E T LOCATION OF ALL BATH AND SHOWER VALVES AND FITTINGsS SHALL BE Na"GOLD BOND XP Z .z., - _---_t..�y�"-" .__ ..-.. --- DE INED FIELD BY OWNER PRIOR TO ROUGHING. GYP.BD.WITH _L.......a........_...I:::::1...::.1....----._... 1._: CONTRACTORS SHALL VERIFY SPOI;ZGA (purple) ALL CONDITIONS AND V EXACT SIZE AND LOCATION OF TILED RECESS IN SHOWER SHALL BE COORDINATED IN FINISH a CEILING - - - MEASUREMENTS IN THE FIELD FIELD WITH OWNER AND TILE COURSING. OVER FRAME AS RECIUI D - --- I 12 AND BE RESPONSIBLE FOR LARGE FO1AT 3C� FIELD FIT AND QUANTITY OF �!� O ?.�•�• NOOKS TOWEL BARS GRAB BARS,ETC. PORCELAIN TILE WORK NO ALLOWANCES ' D D C{'�riA7.yINl»f�,ALL T.P.I�D� e r i r � ......_ --r-----`-- --.—..................r-------- TO BE SUPPLIED BY CAR AND INSTALLED BY GENERAL CONTRACTOR EXACT LOCATION -.-. --.. .-__...._. -_..._.... __. ..1: -.1........: - I----.,:....:.1.:. :.. SHALL BE MADE IN BEHALF TO BE VERIFIED IN FIELD WITH CWNER PROVIDE BLOCKING AS R EQJIREP _J:_: �_-_:L: OF THE CONTRACTOR FOR .0 TILED WALL RECESS :. ANY ERROR OR NEGLECT ON 5) ALL VANITY COUNTERTOPS AND A FLUSH SADDLE AM BENCH CAP,TILED — __:^- --_:---- T_ __ __ HIS PART. RECESS HEAD,JAMBS AND SILL,WALL JAMBS SHALL BE STONE SLAB.MATERIAL ALLOWANCE OF S 180.00/8F.CONTRACTORS NET INCLUDING FABRICATION AND TAX. -- -I SCALE 1/2f1=1 -m" 6) GENERAL CONTRACTOR SHALL PROVIDE SWOP DRAWNG8 OF VANITIES/CABINETRY FOR T.: :1:...::- ::::: .I----L. __..I__ ARCHITECTS APPROVAL PRIOR TO FABRICATION. B DRAWN B Y J `C STONE SLAB CAP ; DATE 08 14UG 25 l) ALL�JI SU�ACES OF VANITIES/BUILT INS SHALL BE PAINTED FINISH. COLOR TO BE ,MID APRON AT TILED - SELECTED BY OI1R. SEE SPECIFICATIONS FOR INTERIOR FINISHES/HARDWARE BENCH REV. 8) DRAWER AND DOOR FULLS TO BE SUPPLIED BY 011NIFR AND INSTALLED BY GENERAL REV. CONTRACTOR ��_ Z 9J SEE SPECIFICAtIONS FOR SIR/tUB ENCL ftIAtION — REV. REV. JOB NUMBER I Ali 0 F-MAD / I i LIGHT FIXTURES TYPICAL CROWN MOULDING TYPICAL CROWN FRAMIN53 FOR MOULDIwx PROFFM CEILING IN %"GOLD BOND XP GYP. SHOWER AS I�CO BD.WITH __ blB" MR[GYP.BD. tl2'-10« (purple)FINISH CEILING — — FINISH -- —._.......-_-� k (P I I STONE SLAB FiNESI-I I 1 «;.. `%�� 1✓:�,4 �.., yr; LAW-iE FORMAT I — -- CASING ALL AMB PORCELAIN TILE SNC�IJE ENCLOSURE' R ENN OSURE WINDOW BEYOND ,�':�;ti; i`„?: I i;i' �/. f.,.: pg RECESSED MED.CAB I RECESSED MED.CAB ,. 3,. ;>; �;s.;.«.<. STONE SLAB WALL CAP TILED RECESS %, - --- I TOWEL BAR f 'aaWOOD CHAIR RAIL CAI'' — aS p t�t'iLET � RE SS CE sx � STONE SLAB A AND ' COUNTERTOP TILE `t — � STONE LAB APRON AND COUNTERTOP I STONE SLAB CAP AT VANITY `� � � - --- o VANITY -- -- --- — -- _ - — BENCH Aw10 APRON N - _® I — --`_-- TOILET ! `" ESTANDII�a TIIB --� i \` i '1 \` — --------- - ; - oD If _.............. - i I I I ! ! ...................................__.....---------.........-----------.------.. WOOD BASE i ! I SINK BASE DRARAM%DRAWERS SINK BASE i 1 PROVIDE BLOCKING AS REQUIRED BEHIND CASING, I I C i s CHAIR RAIL AND BASE MOULDING TO ALIGN WITH FINISHED TILE. � TYPICAL CHAIR RAIL : RDSON RIVER MILLS*HR - 501 IN PRIMED MDF 28 ! \ I FRAMING FOR I << I TYPICAL CROWN -- DROPPED CEILING IN E ! I ! MOULDING SHOWER AS REa � 3@" TOtl�L BAR -�—; ; ! i i — -- -- - GOLD BOLD XP STONE SLAB FINISH 'FLUSN STONE SADDLE GYP BD.WITH --------.-................... I AT WALL JAMB � SPORGARD (purple) i — - ,' STONE SLAB CAP AT FINISH ® CEILliaks SHOWER HEAD / ,` WALL JAMB ?,ED A \ i j VALVES HOOK ,� — %"M.R GYP.BD.WALL � fA O SHOVER ENCLOSUFE FINISH3 SHOWER ' ENCLOSURE ! GYP.BD.M � � .R. - -- - ,� -- --- - TOWEL BAR °i BENCH `�' �'s'MR GYP BD WALL FINISH, /' o w� WALL FINSH Oa % _ \\ _ ................ FRAMELESS I, I -- --...._—...........--..._.----... TILED RECESS - -- FRAMELESS GLASS ENTRY "orT,, � WOOD CHAIR RAIL i I y -- tte.,tale �� I \ j DOOR/SIDELIGHT SWITCHES I I TOWEL BAR STONE SLA5 APRON GRAB BAR --- --- `, \\ _--.- i IAND CONTEROP \� I /TILEP UlAl�l. fi.?~C��S w STONE SLAB GAP At _ I TILE 1 1 -I—--- .._.: - IBENCH AND APRON -- ----- -- ! VANITY o .+ -------- I FREE STANDING TUB I �� I — - ! WOOD BASE TYPICAL WOOD BASE - `� - -- - -- ON BLOCKING AS16 I j WOOD BASE m I "E i a IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS - i ACTING UNDER THE PRIMARY T DIRECTION OF THE ARCHITECT, TO ALTER THIS 25 SCALE : in" @ 1'-0" DOCUMENT. N .......................................-------------------------..._......---..-.._............... v....._.�...<,.- THESE PLANS ARE AN _._...._-- ................._.........._........................................__. 1) TILE:SHORN ON PLAN AND ELEVATIONS IS FOR GRAPH IIC R SENTATION ONLY. ALL TILE IN ERVICE AND ARE THE PROPERTY OF LAYOUTS SHALL BE MEASURED AND VERIFIED IN FIELD b°a"GOLD BOND XP THE - GYP BD.WITH _- INFRINGEMENTS WILL BE 2) EXACT LOCATION OF ALL BATH AND SNORER VALVES AND FITTINGS SMALL BE S (purple) --- _.....------------.---------.------....._. PROSECUTED. DETERKINED IN FIELD BY BIER PRIOR TO ROUGHINGS FINISH s CEf Ws 12 CONTRACTORS SHALL VERIFY 3) EXACT SIZE AND LOCATION OF TILED RECESS IN SHOWER SHALL BE COORDINATED IN LARSE FORMAT - ----------_----- S® -.......---......_.... ALL CONDITIONS AND FIELD WITH OUNER AND TILE COURSNG. OVER FRAME AS REWIRED PORCELAIN TILE MEASUREMENTS IN THE FIELD �) REG2=SSED MEDICINE CABINETS,ALL TP.HOLDERS,NOOKS,TOWEL BARS,C 'AB BARS,ETC. _ -I .............i AND BE RESPONSIBLE FOR l. .... ........ ........................�.......... TO BE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. EXACT LOCATION TILED WALL RECESS ! 1 � FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES TO BE VERIFIED IN FIELD WITH ONNER.PROVIDE BLOCKING AS REQUIRED ;� SHALL BE MADE IN BEHALF "� —_-------...-----------. ...__._.....__.-----._--.._ ....------ OF THE CONTRACTOR FOR S) ALL. VANITY COUNTERTOPS AND APRONS,SHOWER FLUSH SADDLE AND BENCH CAP,TILED GRAB BAR ANY ERROR OR NEGLECT ON RECESS HEAD,JAMBS AND SILL,WALL JAMBS SHALL BE; STONE SLAB.MATERIAL ALLOWANCE HIS PART. OF s 1ND.00/SF.CONTRACTORS NET INCLUDING FABRICATION AND TAX __-- B ---__..................._--. ._.___-_ ....... 6) GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF VANITIES FOR ARCHITECTS STONE SLAB CAP 31 °A SCALE 1/2"=1'-®" APPRCIYAL PRIOR TO FABRICATION. AND APRa4 AT TILED �^ ' ------------ ....._...._------------------ ---------........... DRAWN BY Jet BENCH 1) ALL SHOW SURFACES of VANITIES/BUILT NO SHALL BE PAINTED FINISH. COLOR TO BE DATE 0$ AUG 25 SELECTED BY OWNER. SEE SPECIFICATIONS FOR INTERIOR FINISHES/HARDWARE. ........_...................................... .........-.....-------------- REV. 8) DRAWER AND DOOR PULLS TO BE SUPPLIED BY OWNER ARID NSTALLED BY GENERAL --------------------------------------------------__.._.._...................................._ _____.__._._----------. C-ONT94CTOR REV. S) SEE SPECIFICATIONS FOR SNORTER/TUB ENCLOSURE INFORMATION REV. REV. JOB NUMBER 11 AID 11 Ail 0 F id It 02025 Brian Shore,Architect NAILING AND FAeF7. ! N 1N SCHEDULE k-CODE TA S ALL NAILING AND FASTENERS SHALL BE INSTALLED 1N STRICT CONFORMANCE WITH ITIE 2020 R.C.N.Y.S. r-------------......_...-_..-- ----------------I----------------------- --_ ._ _ ......... - -- --------- TABLERSCASE(i} - ------------------------------------------------- FASTENING SCHEDULE TABLE R602.3(i)-continued TABLE R60LE-- I i {IND E 6 1 6T I` ' GON T UCT I O TA I /6 �._.... FASTENING SCHEDULE FASTENING SCHEDULE--continued w dT��.. I \it/ �+++t NUMBER AND --.- ,►/ ITEM pESCRIP710N OF BUILDING ELEMENTS a SPACINQ AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°' �` SPAGNG AND LOCATION REM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER- SPACING AND LOCATION OF FASTENER' Ibd common{3 /,"x Q.162"l �....�.-..Root i 16"o.c.face nail Floor .___---.._......_. Bottom plate to•jotst.nor Joist,hand joist or ' 16d box(3 1 x 0.135"l:or 3-16d box 3'/ x 0.135' - - ---- - ----- --------- 48dbox(2/2"x 0.113'?or Mocking(not at braced wall panels) 2" 24 2"subfloor to'oils or irder ( 2" ?�°1' � "'��"�-'��- 3-8d oommvn(242"x 0.131');or 3"x 0.131"nails 12'o,c.face nail J g 2-16d common(3112"x 0.162'? Blind and face nail __._-____................_..__-----------_......_......___..-------..__.__..............._..__... ._....._........_.....................__ 1 Blocking between ceiling joists or rafters to fop plats 3-lOd box 3"x 0.12$'?:or Toe rail ) ------ ----- ------------------............... --- -� ----- ( 3-16d box 3 / x 0.135");or 3 each 16"v.c,face nail I 25 2" links lank&bsano---floor�.rocs 3-16d box(3'/2"x 0.1-15');or •• _ 1 At each bearing,face nail • '' is )laillrti i 3-3"x 0.731"nails IS Bottom plate to Joist,rim joist,band joist or ( 2 l F � 0 2-16d common(3/2"x 0.16Z') g• 'S eC(t�Gr •blocking(at braced wall panel) 2 16d common(3 /2"x 0,162'?;or 2 each 16'"o.c.face nail 48d box(2/2"x 0.113');or 4-3"x 0.131"nails I 3-16d common(3'12"x 0.162) 4 each I6"o.c.face nail 2 Ceilin vists to W lilt 3-8d common(2Y."x 0,131");or 26 Band ur rim oist to'oils 4-10 box(3"x 0.128'),or gj P P 3-ldd box(3"x GAN'?;or P�joist toe nail 4-8d box(2 ij' x 0.l 13"?:or i l J 4-3"x 0.131"nails;or F,nd nail 3-3"x0.131"nails 3-l6d box(3 /2"x0.135");or 4-3"x14ga.staples,'/Is"crown Nailing � � --- 4-8d common(21/2"x 0,13 V :or Toe nail (4 fee (T Wa from iiall edge Ceiling joist not attached to parallel rafter,laps over 4 lOd box(3"x 0.12$');or 4-1 Od box(3"x U.128");or 20d cornmon{4"x 0.192'?;or Nail each layer as follows:32"o.c ! -• r( hpt ; jl,•rr 3 partitions(see Section R802.5.2 and Table R802.5.2) 3-16d common(31, x 0.162'?;or Face ntut 16 Top tit bottom plate to stud 4-3"x 0.131"nail s " at top and bottom and staggered ,. t " 4-3 x 0.131"nails I ••- 6O box ' J` ( i - (3 x 0.128' •or ~ ., - -- 3-16d box 3 / x 0.135' or ?. 4 o.t.face nail at top and bottom j .•.: • a OYd I . 1 Ceiling joist attached to parallel ra1'tcr(heel joint) I 2 7 II Built-up girders and beams,2-inch lumber 3"x 0.131"nails s a�9d F1a1dt b 00 center 4 (see Sm-tion R802.5.2 and Table R802.5.2) Table R802,5,2 Face nail 2-16d common(31/2"x 0.162'?;or i layers staggered on opposite sides 3-10d box(3"x O.I28'1 or End nail And: , V0 -- --- - 2-20d common(4"x 0.192',;or - '• "' f r Collar tit to rtfter,face ntdl or 11/4"x 2t)ga.ridge strap to 4-lOd bux(3"x 0.128'?;or I 3-3"x 0,i 31"nails I 3-lOd box(3"x 0.12R ;or Face nail at ends and at each splice i �11#t f� I� t '•5 rafter 3-lOd common(3 x 0.148?;or Pace nail each rafter ---- ? + kill swt+htrlt ; 4-3"x0.131"nails 3.10dbox0"x0.i28');or 1 3-3"x0.131"nails 1 • ..._...._......-_ 17 ,Top plates,laps at corners and intersecttons 2-16dcommon(311,"x 0.162"):or Face nail ---•--- --•-- - 8t on wter 4-16d box(31/2"x 0.135'?;or pia dt (2a en cent•3-16d bvx nails(3'/,"x 0.135 );or 3-3"x 0.13 i"nails � 28 Ledger strip supporting 3-I6d cotnman(3'/"x 0.162'?;or 3-10d common nails(3"x 0.148% 2 we nails on one side and 1 the nail g P PPo�gjoists or rafters 2 At each'ois 3-8d boa(2 /,"x 0,1 13' or 4-1 Od box 3"x 0.128' or joist or rafter,face nail 6 Rafter or roof truss to plate or on opposite side of each rafter or �£ �' ( ?; box2-8d common'(2 A"x 0.1311:or I 4-3"x 0.131"nails 4-3" 0.1{3"x U.128'?;or truss' 18 I"brace to each stud and plate 2-1 Od box t(3"x 0.128");or Face nail 2-IOd box(3"x 0.1280),or 2-8d common 4-3"x 0.131"nails 29 Bridging or blocking to joist 2 staples I /q" I i (21/2"x 0.131";or 2 3"x 0.131")nails Each end,toe nail 4-16d(3'/2"x 0.135');or -�.-__-.�....-T- XO. 3-10dbommon(3 x(3'x0"281);o')tar 3-8dcommon 2112" 0.131 1 SPACMJGOFFASTENERS �� Toenail � 2-8d common fZi/ "x0.131'?;or I ITEM DESCRIPTION NUMBER AND 41Ud box(3"x 0.128'?;or 19 1"x 6"sheathing to each bearing 2 Face nail l OF BUILDING ELEMENTS TYPE OF FASTENER` - Edges Intermediate 7 Roof rafters to ridge,valley or hip rafters or Ttmf rafter 4.3"x 0.131"nails 2-10d box(3"x 0.128'?:or 3 pnonas)° supports°•• .... 2staples.]"crown,16ga., 1 14"long i (inches) --_-_to minimum 2"ridge beam 3-16d box 342"x 0.135°);Or .�..... Wood structural panels,subFtorx,roof and interior wall sheathing to framing and particleboard well sheathing to iramEng -•-----. 2-16d common(31/2"x 0.162');or 3-8d box(2 /�,/xx 0.113');Or _ [ace Table R602.30)for wood structural panel exrerrorwall sheathing to well framing] -` ALL STRAPPING AND CONNECTIONS SHALL BF,INSTALLED IN 3-10d box(3"x 0.128'?;or En nui 3-8d common(21/,"x 0.131");or 6d common(2"x 0.113'?nail(suhflovr,wan!)' 3-3"x 0.131"nails 3-1Dd bvx(3"x 0.128"j;or 30 '/s"-112„ 8dcotrunon 2'/"x0.131' trail mo orRSRS- 6 ( 2 ? ( o; 12' STRICT CONFORMANCE WITH THE AF&PA'WOOD FRAME -- ---- - 3 staples, I"crown.16 a.. 1-1/ "long s s ) CONSTRUCTION MANUAL W.F,C.W. Wall ---- P % a � E .......-..`_ Ul(21"x 0.113" nail(mofj � STRAPPING ANC) T��,.,,�ti„/ DETAILS '( )AND THE MOST CLJ7[tRFNT ( '�""""`_� P ) 20 1"x 8"and iuider sheathin to each bealtn -`-'- � ) ( 16d common(31/2"x 0.162'? 24"o.c.face nail g $ Wider than 1"x 8" Face nail 31 I9/ '1-I„ 8d common nail(21l2"x 0.131');or RSRS-OI; ! SPECIFICATIONS OF THE SIMPSON STRONG TIE CORPO 8 Stud to stud not at braced wall ant Lc --...-----_..... 4-8d box(2)/2"x 0.}l3'?:of 32 (2%"x 0.113" nail root) 6 12t i RATION lOd box(3"x 0.128 ):or 16"o.c.face nail 3-8d common(21/,"x 0.131'):or _ - - -------------------- . 3"x 0.131"nails 32 111"-11/" lod common(3"x 0.148'1 nail;or -._..-._...__._.. 3-lOd box(3"x 0.128"):or ' s •+ , � apclttltlr #I112 �:0X4_.�_ 8d{2/2"x 0.131'?deformed nail t r, „ 6 12 Ibd box x 45(3/, 0,1.,'?,or 4 staples, 1"crown, 16 a., 1'/ "•ion '�:">.e C^:s;n@�r£;,r ff•ti>� f�s� ;s ,',-, •r; r �s nr Cc �°;, g' 4 !' I ;,t allr.ti 5 Simi.^yS0,cut: €, :. Titan H!? uw7" 9 Stud to stud and abutting studs at inxrsecting wail turners 3"x 0,131"nails l2"o.t..fate nail _.r....__- ,-,.,-,....•. -., Other waft sheathing° � C fw dt:z;;att (at braced wall panels) Floor ii'I Bering a0essive Iof commt,e w';�hC'e s•A holdown,madline i01m and a____ 1'/2"galvanized roofing nail,'/ "head >"soft 9 w l6d common 3!"x 0.162' 16"o.c.face nail > z t ,• t, r fly tl . I ( _ ? ____.....---i•--.,._...-.____ - --.--- ---, !2"stnuttzral cellulosic fiberboard 1n " #<SlG tit i�9 : 5,Cc3f;00 l'�'?te;l 0 On:, t;rn 20 th8 I'a"1 aft u?@€0u fit tilt' �_.-----------..-......_ t •t-8d box(2 h �0-113'?.or - 33 sheathing diameter,or 1'/4"long 16 ga,staple with or 3 6 '•Csllsr 1ri,The r i£ir l€J=t1 11sls d€"uYfletf'l tr e col lr€1, "ii of 1 �S%s`#v t:S y `: Cf w$2^i L ei?Pr „ t 1Cx1 common(3 f2 x 0.162') 16"o.c.each edge face nai! 21 .foist to sill,to late or 3 8d cvmmv: f2 !,"x 0.!31');yr J 1"crown ` "•" `c` a 'y I" � � �,%� ' 10 Built-up header(2 to 2 headerwith /2"spacer) P P Birder 7be nail � _ 1 3-I Od box(3"x 0.128'?:Ot ! 1132"structtrrni cellulosic 1'/ CNIST strap a"d u f:iis'£itr um base opening diameter G#ap0'oxima°eh 7`lu £ 16ti box(3/2"x 0,135? 12"o.c,each edge face nail 34 ¢i galvanized roofing nai], /, "brad diameter, rOEJireC1#0r!he I$v I?%Idov%€?,l✓v f3t11'tllfl 0 l£r f£t Ia lid xC Ural ref InI£tlr yt ltl `%A,. lu 3-3"x 0.131"nails fiberboard sheaths 3 6 - 1•: '`I___ 1 n% or 1/2"long 16 ga.staple with /ib'r or 1"crown Gil,f to Goa•":fit CI?01T?kt, gw, w N 5-8d box{2'/2"x 0.113'?;or -- 8d box(21/�"x 0.113") d"o.c.toe nail 1 11/" alvanizedrtxrfin 11 Continuous header to stud 4-Rd common(VI,"x 0.13P);or Toe nail - 35 /2"gypsum sheathing' 2 g g nail;staple galvanized, 7 7 ltl T L1. T11}1l 410d box(3"x 0.128) 02 Rim joist.hand joist or bl,xking to sill or top . 8d cvmman{2'1,"x 0.131"):yr -� --� 1'/2"long;1'/4"screws,Type W or S :w..,.... plate(roof applications also) 13/4"galvanised roofin nail;a !e aivanize cot' ~. h n:z '., .sc ,^ CAST�tl'�11 �::�..::.:/''".,N,.«.:...........�.,,�,,,x....,} _. ., .. 16d common(3t/2"x 0.162'? 16"v.c.face nail lOd box(3"x.0.128"1:or I 6"ac.roe Hari 36 5/ Nf�stun % tap g d, 11 Select the 8 "rfl;,:tZt8..L11d.,:J€tra=:�h0=,wtCa„CO.,:tti!atior4 £p-�yp¢ {�}9yi)y�,a w'.:;.:.";;.;,. :, .::' a;;�{r e t9Jf sheathing'u 7 7 f,F f' con 'amt1an ji 1_:��,5':�L£�£i 12 Top plate to top plate 10d box(3"x 0,128");or 3"x O.13]"nails Is I 1'/s"long,1'/$"screws,Type W or S t y a _............. -� ..-_.._._......._.__..-..._. •-� � ;:,;r'1.ne tables fIIf t"w rt:q€1Jr�d Uplift IO;Id, � ;. �;. ..,, ...,.t,.. 12"O.C.face nail '3-8d box(21/,"x 0,1 131-or I wood structural panels,combination subflrxx underlayment to framing 'l'; the S1a17 Ire C;the 3"x0.131"nails I , tl'lNB$lutlflft .,, .�;,,y t 12-8d commvn(21l,"x 0,13 t");or FrUr for Ceviter 10ca`si0fl cohimn, 1 tt: tur.:tiva 8-16d conunou(3/,"x U.162'?;or 23 1"x 6"subflour or less to each joist £ 37 3/4"and less 6d deformed(2"x 0.120'?nai;or •a ". .• -. €'.kilt>_<:;gin. --�• t Fay nail on each side of end joint 3-I Od box{3"x 0.128');or Face nail Sd common(21/3"x 0.131?nil 6 12 Kate:s o'er t wb e lte,'O'fo mi"I?LIm�tep�'ard a''d dis.'arfa,sje7'.�t rust have r'yirmnlir l CiJ,•,,sew covfn 01 2X iron,or�'?' at}JT,E., a0po •. the ev" e 13 Double to late splice 12-16d box(3/2"x 0.135');or r,,, 1, o r>>s r r „;,Y � P P F 12-10d box 3"x Q.728' •or (minbnum 24'lap splice length - 2 staples.1"crown, 16 ga.• t'!.,"lung 7/1," 8d summon 2' x ( ?, - f_._._ ._ 3$ -1" ( /7," 0,131'?�;or 12-3"x U.131"nails t side of end joint) 8d deformed(21/"x 0.120')nail 6 12 one sslab t6r,1rh:i; `sed"OrJilclhor focv T,,poa. ;«,a£"J« __-........__._ , _ (continued) 2 a) lentil the hoh,w t0 thv S-Mdf€eft d£enleV�r and 0^vrf l,,D-. Petit immerlts � .^'""" mow: 39 11/"-l t/" lOd common(3"x U.148")uail;or -`%'"" i a 4 12 ° y✓ e Cede,,ai cho swo f!1<.4,I�rtllll±t"4um C'O;rtifele t£ickli£?5t. 6 tsi: leis ; t.,)„b £- ,.i2 Jot p .£ cnnnnuP 8d deformed(2'/2"x O.IZU")nail � I Fur SI:1 inch=25.4 titan,1 foot=304.8 tom i mile per how=0.447 m/s;1 Icsi=6.895 SI'tall rites;` s, depth. T, ' MPa. 0a t, f?. tio£r,?11 I^ ^I 1 h.. %nj t;sing the selfwe 4hrs1;lnst;l€Nrlr'tie ipkyr�rrr�(tonlinued 4} ststl t $ 3IdUc ' c 9;F t3'g 0-ppr?he IPGtsllatiorl inst"ilo'vollS On the fod;f i,?k"ay£fl'td" • 4 ; ...._......._........'..._-..'.'._....-._ _....._._.......--................._........._.._.".__-..--`-_-_...._._...................""..'..'. 1'rr&cAdl°1:2r£ai Ir:�tallat£cFr€Jr£1t)ffitatiC't leis TABLE ------------..__ - rQ've the Simpson R301.2.1.2 TABLE R301.5 WINDBDRNE DEBRIS PROTEt;nON FASTENING TABLE R30i.6 TABLE STRU ALLOWABLE QEfLECTION OF STRUCTURAL MfiMBERS°° TABLE R302.1(t tr itl(3-T£E` i iy /s.'y i y r fJ "fEJ;lygj Efj S r '3'FrtiJJ�° >3 "t��':f r J;.I .. ".'; "'.I I Ks t,;A IAINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SOUARE ) "�"yM : " • se*,w,, V .._.. EXTERIOR WAIL$ I kflyS)mycatalo Cr visit t�vt3dlyt.S7riJf1 jF QI?y, r f' (,;„`"a''<_'>' 1 SCHEDULE FOR WOOD STRUCTURAL PANELSgO'°'d ALLowAel.e Q �__ (In pounds per square foot) FOOT OF HORIZONTAL PROJECTION SlstveTtrRAL MEMBER - ---- - /,.,.' DEFLECTION E)rfERtOR WALL ELEMENT ISTANC MIMMUM FlRE H •""�••' �•. FASTENER SPACING(Incllesy° - -- USE"` FIRE-RESISTANCE RATING SEPARATION OIBTANCE 51 utit the C3if 8 :atru to length so that, ' "'-`""'^,.^•. FASTENER TYPE LIVE LOAD TRIBUTARY LOADED AREA IN Rafters having slopes greater than 3:t 2 with U180 I hotu-tested in a--dance with ASTM)s 119 +y,. , tsanel 4 feet< 8 lest< b SQUARE FEET FOR ANY finished ceiling not attached to rafters Fire-resistance rated strap can,M':c e d r n e gg 92 �`931sx t •• ~/ span_< pastel sport panes tltpon uninhabitable attics without storage 10 ROOF SLOPE - - <5 feet al f l':8 w.[3{.t : u"1r,JIfF£i<r�r 1.1,,;f"&'f14uPi of int�i LFt,E;£1 yy Yj '�•.•,..• .•i«n,,..'"'" ""^•"r•=' Walls or UL 263 with exposure from both sides #r£'?v t feet S 6 feet 5 8 fast ! I STRUCTURAL MEMBER Interior walls and partitions --fin Not fire-resistance rated &5'r}Yr)?3 i Sys':£�? 'l3 L':Itli S;€3705v1? fit+O 1 "TI?' ;5"; "" Unrnhabitable attics with limited storage 9 2Q o to tot) 201 W 6� Over t3g0 Floors }%3((j- o hours a 5 feet _ _. No,$wood screw based .-_.____.___.. --•- _ . ^'l3t£'lt• a'.L $v,".�°i`•: �u$ t^.''lLn ir€t12$tsl:l;u'Iv''s`•l, k'"'• 'j�l';, •Y• •. ., anchor with 2-inch embedment 16 1Q $ Ceilings with br€[Oe finishes(including plaster Not allowed N/R - <2 feet `'%'�- 4 '••r� Habitable attics and attics served with fixed stairs 30 Flat or rise less than 4 inches per L1360 bs Tt"£:¢S$r?)7 f1t;3 doYs'n tl"e Ca?tBi 0t the et�lt€n':0 to C'1r€r1�C,'>titl`t .............. ,..:.. •:,;, length 2Q 16 12 and stucco) Nrojections ire-resistance rated 1 has on the underside°° > foot 1:3) 2fertto<Sfeet t£a I OI £P'tf•.^:Iaul?3 K l t n" �` " # R I o t:,e stf� b,I(y Balconies(exterior)and decks` 40 ( Ceilings with flexible finishes(including gypsum I Nut fire-resistance rated aCC l,t1 c t i"z 13 dr %le No.10 wood screw based Rise 4 inches per foot(1:3)to board) ZJ240 _.- t)htlt/rs 5 feet b tt rn hele in the holdo fl.u„ttfis:s Fire escapes 16 14 12 All abler structural members --_ ------ 1-1240 Not allowed <3 feat - El r,,` c an r s ; c' nl s anchor with 2-inch embedment 16 I Z 9 P� � less than t 2 inches per foot(L•1) N/A .,,, ,s'ierlF, �„ ft-��•Strap tl{=1 Loa baL:{S;u6 01 Tina b" nh �Openings in walls 2 %maximutu of wall area `1Id4;tn and Exterior wails-wind loads'with piaste'ar I 8e O iuntrs length Guards and handrails' 2U0h Rise 12 inches per foot(1:1) stucco finish fl/36o 3 feet I mark 118 locations fcr tine holdVw'n belt Mrs f'a rf irtirt()Me •` :r �::;"N l,;inch lag screw based anchor t and ate' 12 12 12 ---• ---- unlimited 0 hours 5 feet "r� o ors Exterior walls-wind loads°with other brittle r' z 1Yl6" E9,YRQ' Oq with 2-inch embedment length 16 16 16 Guard in-flit CvmpvnenLs 5Ue finishes f1l240 penetrations Alt Comply with Section R302,4 <3 feet «) rill II e Ito1s Ir tL Stfu 3ar1C1 e�`:taCll£t t0 ih$'ielfls:: i's8iS1t tI a . Passenger vehicle garages" 501 roe Sh 1 square fool=0.0979 m',I pontnd per square foot=0.0479I-Pa, Exterior wails--wind ioa a with flexible finishes 3r c t' �t t , sM ;q gar For Si: I inch=2,5.4 rum.1 foot=304.9 tarn,I pound=4.448 N, N/12 None required 3 feet Struts 301ts m1led U,;,1!i ts.S,d IE;oaf't#,�s' 'Ff df f; �?� � ■�.�/�� S S":Z a. ..•" "• wl:.,l>y.T,>,,nw.:;..f',r�a_CS,-,1.... v"ir k inch per foot=83.3 mm/m. lintels supporting masonry veneer walls' LJ600 I foot=304.8 nun, �- Cyst t• r t s t r n^rsCy - 9 ire a m hour v. t sQ a�`'stI=r1r£1rl I)€�s%,l3,G11t{.lCi$,?:.s tl°: Lsk%ar£ cwfifF,�tt'S tht'ti ve;'frrt i/iEtl7 0.447 » «, - w� yr��:�✓;.: 'ice�r s�^�" s. oohs o n s sleeping rooms 40 fCa a line-re ie. ol0 x 21W vC scrA11t5 M.Sho�.I]its the tat?le.Trio center of the lo'rml t a.This table is based on 1$0 h ultimate deli wind I Note:1.=span length,N=span Iteigt,t. mp design spuds,vw and a 33 Sleep in rooms lt3(11.7 Deflection. The allowable deflection aF an SCruC- if taut fire-resislancc rating shall be p g 30 y a.For I b purpose of the determining.7 deflection t e c*i herein,the wired kwd n8 permitted m be reducers w 0 hoots Oa the tmderside of the cave if SLeblacking iIR provided form the will top plate m faSIV-sr rnust be r o less than Yg"from ft I olor11 of the 1.°'eam ss foot melilt r»of height. •. shalt be permitted a be taken as 0.7 times the component and cladding Irtderside of the roof sheathing. ,��p �21'r#11��CI'�8� �Irllt:tllr�iw�al2ri�C$�r Ur01�1 b.Fasteners shall be installed at opposing ends of the woad strttcturat panel. Stairs � turat member untie'the live load listed in ;sections R301.5 g (ASD)loads obtained from Table R301:2(2). t f eave.fire-resistance rating shall be permitted to be mducod to 0 slows on the undersw of the eave provided that gable vent openings are nat insWled. Fasteners shall be located not less than 1 in-h from the edge of the panel. an 301.6 or wind loads determined by Section R301,2.1 b For cantilever members,r,shalt be taken as twice the length of the " c.Anchors shall penetrate through The exferlor wall covering with an ( shall not exceed the values in Table R301.7, cantilever. HOLLOW COLUMN UPLIFT \STEREO AR�y embedment length of not less than 2 in4•-lies into the building framo. I C.FOr 21UMI UM structwal members ur pattela Used i°roofs ar walls of SIRE Fasteners shako be located not it ss than 21/2 inches form the edge of atnrormt additions or patio covers, not supporting edge of glass or HOEDOWN MODEL#HD 3B ANCHORED TO SUBSTRAIT AND STRAP MODEL#CMST 14 sandwich panels,the tom) load deflecr)on shalt not exceed L160•pot concrete concre mason continuous aluminum structural members supporting edge of glass.the I d.Paneta attached to masonry en g an ultimate w shall be attached using totsl toad deflection shah not exceembar, whit for each glass hte or tit. for IN LIEU OF STRAP DETAIL,CONTINUOUS THRDED TIE ROD CAN BE USED WITH TOP vibration-resistant anthill!laving an ultimate withdrawal capacity of not the entire length of the member, whichever is rw re stringent. Fur ` less than 1,500 pounds sandwich panels used fl rxfs or l w exceed eunmom additions a patio I ANCHOR PLATE,SEE SIMPSON INSTALLATION GUIDE twvers, a tows load dcnts:tian shalt not mtceea UI20. d.Deflection for errcrzn>walls with interior gypsum board finis)t shall be limited ro an anewable deflection of ft/180, I w c.Refer to Seclkm R703.8.2. i �O 6 O� 1232 ,vat' PING AND STRAPPING �� '"' TA ALL AF&P.4'V1100D CONNECTIONS CONSTRUCTION MANUALL(W F.C.W.AND LED IN STRICT THECONFORMANCE CURRENT THE SPECIFICATIONS OF THE,SIMPSON STRONG TIE CORPORATION 4-ic?d C.or"m rsdll:lt mii. b �P 3x4 Gontlrtrcus Z-IOd?tcl;la,typtetalallows 1/2" Spacing �._..__ O fotrxal I~t°taee holddawn Nc�lll'lgr ;, tit art confer . • i title evaq other nail Feline .. r-, �- bd rarmtort 6011s ° 1 itI Q r011I (0 ptoYlda �h8 � L�t16TN J lnstallatlOn I 11 a ' t ndwatf I 1 Gf7dG•f'octUpro frt�t the " t tsetse''^-^tot-aerltet° 12 Int,Ftitaa >• rm Corner stud a ° �71tr end studs �Sac2r19 feu•Halle HOlddown--, o '•'� •� connected to a t1141 ,�'� ° I• transfer shear / 2-16d Common a • r ' a �! nails at 6"O.C. ° -�11Xt g ATT+ f . s a 1 t GL�AFi IT IS A VIOLATION OF LAW .aa fit . �2 gusum t 1ry'l off SPAN FOR ANY PERSON, UNLESS ACTING UNDER THE ,•-`�.s�"`--�„ 2x4 Block np(!cd tP each tar-aca ! DIRECTION OF THE 1 f I .a Spy wllh •Hod nall9 t ARCHITECT, TO ALTER THIS 'i;°�1a•. W,xir•,uN +tGll su•on1s. ID' t;ncenter ++� DOCUMENT. b-y Strrnsou • �¢.o�s4 n�C I�Ct> . SAP c4sa►.1f.1..s1�1�.! Pao s�et�s ,as fa.t,oE�g . L'• 10-P.c1 keJlf� THESE PLANS ARE AN t��t pia�oszra�y ST�ucTufz> S - (1-k>5 3Gr`M1N,''w•:x,;aY ° ' •4 thyr+clll ecr�l4a,'1'on center j 12 Ulche9 INSTRUMENT OF SERVICE s t r?+�c>� Sl.>►ati,f.-l E. (74'� S'IZ 1- x �G��tat1 Provldel mihlrrrtnft " Notes 5h'�ma1 bo Installed c_ott.Ers seta . slrntxcxt.l s rrzot_Ica arc•GSZc� �� '1�� `�s�� 'ram ;r,..tr. and dfetrrlJ:r GYCr}711�1"tCOQ 4118Qthlst AND ARE THE PROPERTY OF F�BAR n to s.cay srt'�t sus cocst� --• Pl lt�g I•�I�•`'" ; ;�;'it' :. %a 6oild blxking THE ARCHITECT, LTut2Es wt .•.. ,' tlhear�,�b�L'-tJl��.•j i;.�.ta�.tlt�•G��'C'tea Y'..Jytp F'}tt.:a 7 7 j 1'�. • '4SbS'joty� Ft�s�•E.uEt?c> •�!H�t.-' � �•'•rid Comm tiCYl1S C(t1(1r Pt1C.rt-"t .� Sf i VS"`L (I,i) e)cj coYrtr►icti 1 c3tL'S ;;;^�::" + Pi�N > s `,3E e0_,-1?of-r e.ct.z,A4>ao ?0, SIMPSON 5 F MIN, f IZ men NoteT 5tra � ma bo 1n9ta12ed t�tlr+all studs r • ° •� �' y �U got, �trq:r INFRINGEMENTS WILL BE _ !lam ut.E. {}) 8d cvT^rtr+�t,.t r.tr rlraj y rt>� cxcx) s.E ' T QN�'•TI1= •,I; t'FAM rab�" aver plywood Eherathin HE, QN �!�_M 50C) p�.or•.)t�. g�faP'AT £�+tt,L P)atiz-C»r t�.ls�f�.� •�- E•y-ts•+iuc4 cou�.-t.;xt.-rtt�t. alsl^If�IdR1. 12 G�4..CA�V, I Gd�� SR PROSECUTED. �-rYtrar STRAP -Sufi. "CM Cant-tl, L-r4•t�-t•,3 ecu-► l?_-n*-Iz A� w srr�tit,�� , nQQ•.c�SfeJas use r^,£>J�mu SihILEQ r✓TRONC-TI>� G5 O 10-SdNtalls � �-- CONTRACTORS SHALL VERIFY 2 - to m 1L1=�1,,.,� UEL1FT Gt�NN�GT9'O�I: FLC��7R�-�"�-"FLaaR ALL CONDITIONS AND U� c2xar�IPP �T��x �,�£,�81� W Ltd 'N: '� G�ILIN � � INS 1GA$L �N�?W>41LL MEASUREMENTS IN THE FIELD �,tP¢�� ra,l'�cF cl ,t„Ytc. Nc�tD©1� i �1 • -1yP� .¢ - �t�1.La oG ��Esr,uc t 51: PLAN FOR k.t?GATIc7l�5 INSTALL AT EVERY 5711C) b INSTALL 6 FIX7 ON aNTI~R MAXIMG�i I INCHES alZ CENTER AND BE RESPONSIBLE FOR 'hE;r fti.ns.r ro�vx.KZT•1oU C,oLa�'�tiUC'l-1U1.3 f FIELD FIT AND QUANTITY OF i WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR 2 }� bolts 6#msan Strang-7Te h10 i ANY ERROR OR NEGLECT ON ° Natl�gt o • "7rws q x ho smooth ghw), r HIS PART. Q 96 -Ibd cotxrrlort noll3 0 ° 1Vatl t t-cl od gafvanllt7d 1 , 4-Od Utrwidti r4lis mh a4 Batts,4 total ° V ° ° Sal- bd Gamm i SCALE M.T.S. , a A £ Ce ° " t2EF3As4IP! ,'� y y ' Us ' very atiAr mail hate DRAWN BY JET oe o° 0 n In a roH to pro'vldo tIYE! �x o e SHEAR cote € code-rn�rtrnd mlrtimum e DATE 08 v'� °+ EM,r3Ct)IiLt1T ° p e e Not�9r�rpV��JgWO 9 r�.,^n '�, �. I conteJ�ta-seri:er 12 lochs'; AUG 2 l I.ENG"�t ° 12 MIN. for all_ ip Ralter9 +pt+clttr for halls REV. A. 41.:' MIN. ,°a a° RLSAi�LEk*TN f 12 Inches e e - REV. r'�r REV. X S" Expanalen Bolts ';;,a:. (Sol f ,t 4 Lrnmtrn fualls rein, tip:;t•; aapp strt�pplr,g under ,,. ' . r•, REV. p r; MIN.R AR •'t :.; � ; j tend 1✓P i'66 a face of plea tot. ' 15NPWN STRONG'-T( t� , L�STH 1:otot B ap-o may bo It'dtalled -6d nails crl oath aid p NUMBER tr a of Iota I JOB E-JA, 12 6,k 6ALV, I over plywood shtwathlntg �� Note, Stropo mca�by Il�W11100 / ETA5, 10&A., 6A�,tV simpsG'N STROO-Tif! ;t: r SIMPSON STROhG•;Tlr �520 rmuiatim, wail VVer plywood sheath1mg HOLDC�AN: !YFE 4 5>�1�OK IZ t�& &AW, r I ! D (DI Ulm kTRo��-r1�r-��o UPLIFT GdNEGTIC��l: GOOF-Tp-WALL G01LEp sP �. EXISTJN� G'C�N5Tf�UCTdON I�r�LaC3�V1�; FLDaR"-TD-FLDDRt WDLDoYy�l: TYPE 2 HULPGiNN; TYPE 3 ►NSrALL ills EVER ' 0 Y RASTER 16 INGHE�a OBI GENT�'R ` /� ® ; / . --- 51�E PLAN FOR t.00ATlor1 �� P1.ArI 1'dR L�GATID -- Sle PLAT!FOR LOGATiON5 SEE PLAN FOR LOGATION5 UPLIFT GCS KEOTION: FIRST FLOOR F -- - INSTALL AT CRY 51VO 16 INaHF5 dN o1!NTER TYPICAL AIR A I E AND I SUL.AT i ON INSTAL.■■L AT i ON D TA I L,S 2020 ENERGY CON6ERVATION CON5T UCT I ON CODE OF INFORMATION SHOWN ON TYPICAL DETAILS BELOW IS FOR AIR BARRIER AND INSULATION INSTALLATION ONLY. SEE FLOOR PLANS, ELEVATIONS,SECTTONS AND DETAILS FOR SPECIFIC DESIGN OF ELEMENTS SHOWN NEW YORK STATE THE UNDERSIGNED CERTIFIES THAT TO THE BUST OF HIS/HERS KNOWLDGE,BELIEF AND PROFESSIONAL JUDGEMENT THE ATTACHED PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH SECTIONS R401 TfflZOUGH R404 OF THE ENERGY CODE. TABLE N N2 AIR BARRIER AND INSULATION INSTALLATION' GENERALNOTEES ATTIC IMLATION / COMPONENT AiR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Ai OING FON SEALANT ATTIC FLOOR FRWNG / ROOFRARERF-R—SITE T iNStN Allew'R-VhM/DFPTH FM CINATE' �,I -� A continuous air barrier shalt be installed in the building i) ALL UJOE�C IN THE PROPOSED ADDITION AND t IlEM I�iWS1RlPPING AT PEiiD,lEIR OF ENCL ttE ,,. envelope. AREA OF ALTERATION SHALL CONFORM WITH THE D INSULATION / General re uirtmews The exterior thermal envelo a contains a continuous air m Air-permeable able insulation shall not he used as a sealing V" PER PER CLIMATE BIALT ATTIC LAIQ051�-IIET!#AFACAIlY SECURED 9 p material. 2020 E"CiIC•OMY'$• barrier. IYt�MAY SEALANT Breaks or joints in the air barrier shall be sealed. _ 2) IT SHALL aE THE RESPONS151LITY OF THE AN --- `\ __ The air barrier in any dropped ceiling or soffit shall be GENERAL CONTRACTOR TO SCHEDULE CONWOUS aligned with the insulation and any gaps in the air barrier REQUIRED INSPECTIONS RELATED TO THE QE SEALANT + — Ceiling/attic sealed. The insulation in any dropped ceiling/soffit shall he ATTIC INSU - ,+i l Access openings,drop down stairs or knee wall doors to aligned with the air barrier ENERSY CODE. ` unconditioned attic spaces shall be scaled i INSTALL SNFATAG AT ATTIC WOOD TRUSS FRAMING 4 'r( CHAt9CA1 LATCH TO PRESSURE d CEILING GYPSUM BOARD -- —------ 3) PRIOR TO FILING FOR CERTIFICATE O- SYlE OF SKYLIGHT SHAFT iI —_ _ � AT WA •�� 1 ff �+ Cavities within corners and headers of frame walls shall! SHEATH INTERIOR OF I I y AS AIR BARRIER be iusutated b cons Ietel OCCUPANCY, GENERAL CONTRACTOR SHALL ATTIC ACCESS TO I o ! The junction of the foundation and sill plate shall be sealed Y P Y lilting the cavity with a 0 +1*OF INSULATION LEY / . material having a thermal resistance of not less than R-3, COMPLETE AND POST A MIZ!MANENT !iitlllCHT SHAFT••-- CAyftY INSIfLA]ifAll /� CONTINUOUS BEAD Walls The junction of the top plate and the top of exterior walls r arch. � i CERTIFICATE AS PER SECTION R401. 3 AID ()I UJ T RIGID INSULATION �'J �` OF S EALANT�+ shall be sealed. � I ldANUFACTUREDPULLtHM4N5TAFt CONTINUOUS BEAD Tfneewallsshailbesealed. shalt be installed in substantial contact and in continuous I ) SEE OF-TAILS �+ELOIU INSULATION - ATTIC IdSJLAT10H \� \, Exterior thermal envelope insulation for framed walls —GTPSUN 90ARD LINER - N11 ACCESS-PAtdEI �;•� \ ��_ alignment with the air barrier. DRAW ACCESS PANEL SNUG \ /'� OF SEALANT The space between framing and skylights,an jamhs of -'----+ VALUES OF TYPICAL. CEILING, WALL. AND FLOOR WITH PERIMETER SCREWS V \ Windows,skylights and doors windows and doors,shall be sealed. CAVITY CONSTRUCTION r . TRIM AS REQUIRED __ FINISH CEILING \ j)��. CONTINUOUS MINIMAL Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. _ ) SEE ATTACHED 1 �-Ct 11"CI� FC?{� r EXPANDING FOAM AT Floor -~- - --- !'loor framing cavity insulation shall be install- ed toNEg�FENESTRATION 'l l' AND ' C' ACTt \`\ WINDOW PERIMETER maintain permanent contact with the underside of RS subfloor decking.Alternative) Floors including cantilevered €;. y,floor framing cavity ! •}� �• j_� /� /•• �• /� /�•�• g }�/� ATTIC: •� /•°� •g• floors and floors above The air barrier shall be installed at any exposed edge of insulation shall be in contact wM the top side of I 6) ,ACCESS POINTS TO ALL ATTICS AND 1 A i L r� I ATTIC HATCH T A I L f•'�t ( FULL i.�✓O Ys'h I I I C: I A I garages. insulation. sheathing or continuous insulation installed on the C AWLSPACE AREAS SHALL 5E Tit I AT SKYLIGHT underside of flour framing;and extending from the A-t HI;RSTRIPPiAD �4N1� INSULATED ?O A LEVEL bottom to the top of all perimeter floor framing members. _ _ EQUIVALENT TO THE INSULATION OF THE Crawl space watts Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of floor SURROUND I NCa aUF`�ACES AS PER SECTION R402. with a Class I vapor retarder with overlapping joints taped. insulation,shall be permanently attached to the walls. 2. 4 WINDOW UNIT AS Shafts,penetrations Duct.shafts,utility penetrations,and flue shafts opening to _ 0,a exterior or unconditioned space shall be.scaled. -1) A MiNIMUM OF W% OF PERMANENTLY1. J�.t AIR BARRIER _ �` Batts to be installed in narrow cavities shall i e cut to fit INSTALLED FIXTURES MUST HAVE HiGH-EMCACY z Narrow cavities _ or narrow cavities shall he filled with insulation that on LAMPS AS MR SECTION R404. 1 CONTINUOUS MINIMAL installation readily conforms to the available cavity EXPANDING FOAM AT — Air sealing shall he provided between the garage and WINDOW PERIMETER Garage separation conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal CONTINUOUS BEAD envelope shall be scaled to the finished surface, envelope shall be airtight and IC rated. OF SEALANT In exterior walls,bast insulation shalt be cut neatly to fit PROVIDE RIGID Plumbing and wiring _ around wiring and plumbing or insulation that on CONTINUOUS BEAD g g installation,readily conforms to available space,shall INSULATION BAFFLE extend behind piping and wiring. AROUND VENTIU\TlON OF ADHESIVE The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be CHUTE-FOAM SEAL CONTINUOUS BEAD Showerhub on exterior wall showers and tubs shall separate the wall from the shower or insulated.PERIMETER OF CAVITY INSULATION OF SEALANT tub. _ _ , RIGID INSULATION " •— —. �-... CONTINUOUS BEAD OF SEALANT E]ectricaUphone box an The air barrier shalt be installed behind electrical and INSTALL V RIGID CONTINUOUS BEAD OF SEALANT exterior walls communication boxes.AIternatively,air-.sealed boxes shall PROVIDE STUD CAVITY CLOSURE INSULATION AT CONTINUOUS BEAD OF ADHESIVE be installed. ON THE BACK SIDE OF EACH BOTH HORIZONTAL AND CONTINUOUS BEAD HVAC supply and return register boots that penetrate STUD CAVITY DRAINAGE PLANE—-I VERTICAL POSITIONS OF SEALANT ITVAC register boots building thermal envelope shall be seated to the suhtloor, INSTALL EXPANDING 1 (LEAVE 318"GAP FOR wall covering or ceiling penetrated by the boot. — Where required to be sealed,conceaicd fire sprinklers shall FOAM SEALANT AT ( EXPANDING FOAM} w FLOOR TRUSS only be sealed in a mariner that is recommended by die INTENTIONAL GAPS �,::,.ISTIN_-FL ASSEMBLY Concealed sprinklers manufacturer.Caulking or other adhesive sealants shall not IN 1"RIGID —EXISTING FLOOR be used to fill voids between fire sprinkler cover laces and INSULATION ASSEMBLY _ walls or ceilings.mj�J�Jv p p CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD _ _ CONTINUOUS BEAD I CAVITY INSULATION CONTINUOUS OF SEALANT a. Inspection of log walls shall be in accordance with the provisions of ICC 400. PROVIDE SOLID BLOCKING OF SEALANT- -I OF SEALANT BENEATH KNEE WALL �UM 1f2" CAVITY INSULATION V RIGID INSULATION CONTINUOUS BEAD SOFFIT CLOSURE OF SEALANT INTERIOR GYPSUM WALLBOARD AS AIR BARRIER P $W t `' I� Y DETAIL AT ATTIC C I DUAL■ ALL -TAIL AT CA�ITI 00 DTAI�. �° 00 Al`�ID Atc'CI�CPLYII '•1 r,+h• ; •},i•=� :/!'�..M'�I..L SI Ori.FL :`t ••t`r: Yz• '.: •e•T " �. 2% ! !16' ✓ V GYP.OD.FiN1911 o iNT. I?OITGhI OF FLOM JOIST�10 Owns Will `y ,+,• �•' tL4A1 L "n. jd` Q�� 9F' 1 O� "•''i 2 x 6 FRAt lAErx (2)2 X 6 Ar41.WOD .'J:' .;,.., • .:.,. /� •,..,r 8111 ANC�IOPc l�.Tl°D �..: (L_,• r,,'�•,.�_>�{- .� SPLAY FOAM ISIS 2•CLO&EA CLaI SPRAY OVER SILL SEAL.AND i�:. ;:, r r•j Y. TO R-35 i \�" �'.`. i F{?AI`!R-14 T M 5H1MD _. PROVIDE BLOCKING AT ^\` Nv STUD CAVITY AT SHOWER 1p-15BdT7 AT EXTERIOR WALL i�\ I ATiON 2,a0 CEU SPRAY i i `ors 1�,$ CEMENT BACKER BOARD CONTINUOUS BEAD OF 1,1 4` POAM II.AnGN TO R-14 it -TUB SURROUND FINISH SEALANT t l� �t J• MAT 4 O V 17R i I i faWATlCN WALL AND i TUB�UNIT FOR FIZ4MI%SOX BAY T SURROUN I CE,ILM TAPED AI+EP AT 3. •• CA J } tN, w k (B1�YOND�; j CONTINUOUS BEAD SPACKLEDll� I°L�V'T AT ALLJOIr Arif3 As --PREFAB FIREPLA IT ( al!) A TO COPF{�W WITH COTE CONTINUOUS BEAD OF TILE SURROUND FINISH INSUtATEb FXPERIO OF SEALANT - SEALANT CEMENT BACKER BOARD STUD WALL PROVIDE BLOCKING AT INSULATED EXTERIOR INSTALL INSTAINTERIOR sH THING CEILING L Ili N LOPE WALL LOPE FOUNDATION WALL ENVELOPE STUD CAVITY AT TUB STUD WALL PREFABOFIREPLACE U IT CONTINUOUS BEAD I ,AT EXTERIOR WALL THiN-PROFILE WALL OF SEALANT CL.00D MLL SPRAY POAM MILATM ey H FF91'IAN CL O0W CU SPRAY M M 1LAT04 BY BAN CLAMED CELL WRAY FOAM INSUL.ATKI!BY HtfN15T'fA)d -INSULATED EXTERIOR SHEATHING BUIL171NCs SOLUTIONS-I ROWA.(R-1,i i R INCH) �lt11LpIAL'a SOLIMI NS-CAI.(R-1.I t'ER !) i9L1A DWs SOLLIT10NS- (R-1.1 E�INCH) STUD WALL CONTINUOUS MINIMAL ORAPPROVWEi�fAl. OR Ea AL ORAPPI EC.TIAt 'THIN-PROFILE WALL SHEATHING EXPANDING FOAM AT -CONTINUOUS BEAD o WINDOW PERIMETER SEALANT MANUFACTURED SHOWER PAN CONTINUOUS BEAD OF /� ! y t SEALANT TYPICAL L CAVITY CON '!"I'��CTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EXPANDING FOAE111 EXPANDING FOA ACTING UNDER THE »--WOOD FRAME --WOOD FRAME --WOOD FRAME DIRECTION OF THE FLOORASSEMBLY--= FLOOR ASSEMBLY FLOOR ASSEMBLY ARCHITECT, TO ALTER THIS WINDOW UNIT AS DOCUMENT. AIR BARRIER THESE PLANS ARE AN a ti4••■ 5Y,` INSTRUMENT OF SERVICE • • CONTINUOUS MINIMAL M 1.• i '- r"" ''�}' AND ARE THE PROPERTY OF EXPANDING FOAM AT THE ARCHITECT, INFRINGEMENTS WILL BE 1 AT TU DETAIL AT SHOW 12 TAIL. AT EFA FI ,LAC WINDOW PERIMETER i I � ! I ! PROSECUTED. CONTINUOUS BEAD OF SEALANT CONTRACTORS SHALL VERIFY ' =�L...I-:_- ALL CONDITIONS AND CONTINUOUS BEAD I I.. - i--..... 1 ,= ; -'' i i- MEASUREMENTS IN THE FIELD OF ADHESIVE +2 AND BE RESPONSIBLE FOR ----.........................—.............---.._........................� CONTINUOUS BEAD ! ' OF SEALANT I � ' J _ FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE iN BEHALF OF THE CONTRACTOR FOR ---= - - - ANY ERROR OR NEGLECT ON I � Cam;'C C:.� 'CZI C=...�„C� C�.I 0 �• HES PART. i GYPSUM BOARD BOX ENCLOSURE ! SCALE ATTIC INSULATION >;w CONTINUOUS BEAD Arne rRuss � i I DRAWN BY JET PLUMBING PIP '� - OF SEALANT . i� DATE 08 AUG 2� ' CONTINUOUS SILL SEALER " ■ — — - - -- - - - -- - TOP PLATE—____r �� \ � ./ , � � ILL � ._ .. .:�, REV 3 t�iN / �f FOUNDATION WALL AS I REV. RrNxh!•rr?la"_-As and r„n s ti.:� . EXPANDING FOAM 3" .� �j �j ' ■ • AIR BARRIER SEALANT — MIN N ",<, r j' �,� - I F' i [—CONCRETE SLAB AS REV. r; AIR BARRIER ` : . ■'� REV. WALL STUD- �� • . • �► EXPANDING FOAM SEALANT AT PERIMETER �- = � ' M. U L JOB NUMBER CONTINUOUS BEAD OF SEALANT ' {" $ AIL DRYWALL CEILING f / RECESSED LfGHTING FIXTURE BLOCKING AS REQUIRED --.... - _._..........____ �_.._...—--.._...._........... - _ ---..........._.....--------- - --- ... '��: \ \� DETAI AT PIP TN U WALL i IL AT LIGHT FIXTURE MCHANICA DUCT UFO DETAIL. AT L WALL ALL UILDiNG THE AL E1� L0 E 0 F THIS DETAIL TO BE USED WHEN NOT INSTALLING IC INSTALLATION,INSULA"PION AND SEALING OF ALL RATED HOUSING NEW MECHANICAL DUCT WORK SHALL CONFORM WITH SECTIONR403 c++.___ . I CEMENT CLAPBOARD SIDING 2" INSUL.THERMAL BREAK `• OVER DRAINAGE MAT/VAPOR WITH GHAfi'FEI�ED 2 x 6,F ,4MWI tU/ CEMENT CLAPBOARD SED1Nk'i ON :' ---BARRIER �t DRAINAGE MAT It VAPOR BARRIER 5-s R-14 CLOSED CELL SPRAY FOAM FINISH GRADE IN 3/4"EXT.LOO GR. PI.YWD, 2 x 6 FRA M W/2" 6" CONC.SLAB WITH 66 X SULOOR --- --.__._ R 15 BATT iNSUL, PLAPLANTERS4`GDX PLYWOOD SHEATHING CLOSED CELL SPRAY IO1PJ WWM• CEMENT CLAP JAF�D SiDitm `� •1• INSULATIIOOND IEEE PLANS) C SPRAY FOAM INSUL u FOAM +R-15 BATT INSUL. -: . OVERHEAD .ly n DRAINAGE SCREEN 1 VAPOR BARRIER GA '�DOOR I - _: GYP.BD.FINISH Fat.SEE PLAN "= 2 RIGID INSULATION • - h 2 X 6 PLATE OVER SILL SEAL v;;. 3/4"EXT.GsR PLY�1D.SHEATHiN�s AND TERMITE SHIELD::; (2)2 X 6 MS&MATED AZEK GARAGE DOOR IZ) x 6 ACQ SILL PLATES ANGHCC� ATES O R S1 aEAL IN JAMB BEYOND - ...: EXY GR.PLYWD.Sp-kEATNIt� - PL vE LL SLIL, ; ID -1_I--•-=.�:..._I�;----j_;I,--1 .:;�'♦;. ': BOLTED OVER SILL SAL aND 'tER"11TIW 1 .... Ii a.•. ' . ; y CHIT.COPIER TEI�f"11TE SHIELD BLUESTONE AP" I_� - `, ALIGN W/FO1ID.EDCsE _ - AI, .i.... _.;-Ili i.:...il (-AI .' •.�•:,;c ;#•:_•::•':':'``' '' RluIhI .: f y FINISHED GRAPE 44 STL ANGLE AT CONC. EDGE POWER COAT FNIS iII �� III 2" 13LUdSTONE MORTAR I,-I-t!-I_! _I`•--;=�.1-i_-(;1`_i _ll Ii I I i- .- .y> � x d FURRING ON FL AT WITH 1 n CLOSED l 5/a" PiA X 16"L.ANCHOR BOLTS 1/4„ 1FT.TO DRAIN SET TO CONC.SLAB CELL AY FOAM 211 CLOSED CELL COMPACED CLEAN n A 6L ANCHOR BOLTS GRADE 1 ( FiLL GYP BOARD FINISH SPRAY FOAM N5LL. 1O/i0 M.F.OVER 6n 6 — nZURNn TRENCH MIN 5 n15AP,COI':AT TD.W —-I f i , I i COMPACTED GRAVEL I I MODEL NO.Z-Wb _ _ . I I=- 11=i 1 -;i l-�1-.:' '•'q. :. , POURED CONCRETE FOUNDATION WALL ;; III VAPOR BARRIER -- (2)2xb A.C.Q.SILL PLATES ® :(( i FILTER CLOTH ! -'i I I ' .-x �° " . . _-_._.... J I I ONLY*GARAGE DOOF� ® 7 . ---'-i ------ - WA XH SLAB OVER WALL I = _ .�• +� BARS VERY 612" OZ. AT BEAM SHELF sp .d. BARS VERT.6 12" DC. COMPACT FILL - - !' --i I ASPHALT DRIVEWAY1'- r`. +4 BARS HORN.B 12"O.C. IB11 Ft MIN I 04 BARS HORIZ A 12" O.C. 5 MBAR GC�1T. _._ ._ ......_I . b"COdCti SLAB W/ a. d . . {,II. , OA�°iPROOPM(SEE SPEC.) { ! EXPANSION JOINT �•,�y'II�� ,r • �. A b , :O ,SL WWF.DYER ii II TD.I"LtMW/. ''x4 ® '• • 2F atF iN}- " ,' .f.•11'< 12 POURED CONC WALL x' b MIL..POLY.VAPOR BAR � L AND COMPACTED FILL T2"POURED CONC.W , i �,,�U ��g + -i �IAtA�ICH SLAB AT WALL ii ALL ^ "= ` d , u. Ar ? 4' 6 FOOTIPiCE BARS ICE AND LAP 2 RIGID INSULATION TO I I '! ( "I II a i 4 '� ' " �� L ' . . . - ------- _ J' r � i __ _ - b CONC,SLAB WiTH 66 x 1010 W.W.M.OVER � _............I - 4 ' a i II n + SF°L. TOP OF FOOTING I. i I---.....I__ �✓�` ` e4 y� JV �� :a' 4' __ - r �I jq VAPOR 13AI IER == � � e •S-•°', , , .- 'x• / ..��' • •••' ' •• b s a -oc•---x x II KEYWAY • , .. • , _a • ,�, • .4 . • a fi Ij 2 x d FORhIED -I ! I I � � a�:� •'` ; •' ••� n p�;. ...... 6 COMPACTED RCA �1 Gd4- COMPACTED GLEAN FILL : 4 ' i _ d 12"X 24" POURED CONC.KEYED y '�h < __ y, 11•• III---1_ VL FOOTNG W/(21 FaEBAF x�� _ ._�1_.I..._-- _ ,�� . 4 d o- • I y la, VERTICAL SnICIE 4 _ T INTO FOOTING 'M LIB ai 'a:' • • •♦ •• s, �d BARS ® " OTC. BARS +�12"O.C. CONCRETE FOUNDATION 4 HAUNCH SLAB AT ORAiN � I.. '•.r '•. •„ � � " b'-0' WALL SEE PLAN FOR SiZE Y1 O.C. a a DRAIN PIPE TO DRYWELL • " 4 BARS 6 12 O.C. SEE WiND RESISTAINT CONSTRUCTION DETAIL. SHEET POP, F�EQUIRED FASTENERS _1 D T IL TRETAINING / FOUNDATION WALLr2-`**\ 1=0UNDAT10N / Lr.'NGARAGEDOORSECTION 4 DETAIL RETAINING / '> WALL 2,a SCALE s 3/411 a 1'-®" 26 SOLE : 3/4" = i'-®" 2S SCALE : 3/4" g 1'-P�" 28 SCALE Ess" = 1'-®" FIBERGLASS SHINGLE ROOF Q I" BLUESTONE FIELD IN ,;/;, :' 2" X 14" BLUESTONE BLABS AT SYSTEM , RANDOM RE A,'�.J! ,; .:...... •:.:. ..'- :.•, PERIMETER OF PORCH.3/4" - PCWtlL/VE 1 f�i-GTr*•tl`�iLAR PATTERN, MORTAL SET OVER r' " T—^� PROJECTION 2"15LUESTONE CAP AT WALL. 1j 4 2" x 12" BL.MSTONIM CAP 4°CONC.F TI= SLAB WiTH rQ6 x - ,y:. � it F4N MEMBRANE ROOFIW3 UP AND II 1®EtD W.WM. I�AUNC.H SLAB c,. ,..,�t�;��- ,�-��--• c' UNIDER R0�SNINGLI=9 AND �, . . . ; . .• f-' v / n1 rs --- OVER WALL 11!=T1-IT�'I— I. — - — — BENT BARS ,.,.. . INTO TOP OF WALL /SLAB� SINGLE PLY MEMBRANE ROOFING • Ilw ) I—III=' I=�I —! ! i_I �Mi• b"COMPACTED RCA _4 • STEP BAO+C TA FOR CAP I I a it 2'-O" O.C.OAT BUILT UP CRICKET ,' :�a•• �--I l.l:-:;_1=-I I-1=1.-�--i.�l•-I-1:- :I 11— .••.:• i=__I .� = I G..-. � 011 VAPOR BARRIER :.'..}..�I I I .a�' I_ ! _ — I !` a T111A1 STONE PANELS THIN STONE WALL PANEL FINISH AT Ig a AGAINST CONC.WALL 2"BLUESTONE TADS MORTAR 51=i I THIN STONE PA1®ELS I _�..I ! !- iI 11, " COt�lCR1=TE WALL d II• ', ... TO b" TWK.CONC.SLAB W/bxb 10/10 II:—;:::.{ I i I::::::::. =:.1 I I:;---;III -- I i I W==! ! —I ! _ MR 3 co1�1c COVER _ I ! I—_— i ( i—j ; —I i COMPaG1ED CLEAN FILL COMPACTED CLEM FILL -+� I;I-� Ii : , SEE PLAN SEE PLAN W�U1'i.OVER COMPACTED RCA BASE _ _ _ • fl �, - -III - I - _ I1 a.4Q. BA RT 12PORTICO r4TT,G I II ` , i ~I_ i I�^±------I----_��--I_�:-; ...._.. a'3 BAD I-IORI " O.C.00 l I' , :�L: I I—,I ! I—I 4_i l . n Ra VE .0 5" O.C. II BARS 12 oc FILTER CLOTH I _ III—i I I- II EXTENDING FROM TOP OF FOOTiNS II. 4 TYPICAL WOOD FRAME _.,....... i NATURAL. THIN STONE VENEER RISERS 1 I ( I�. I i e' '0d BAR 12" O.C, WALL AND FLOOR : ! I° BLUESTONE PLATFORM MORTAR: !iI '• .I I i=1 ! 1=� I=1 I �_ —I f d: i •• BARS VERT.*12"OZ. I ::I �_ .:1 I I-:__ d n i I I— — i ( BLUESTONE FINISH ON 4 GCMG. «{' „ CONSTRUCTION : a - -- % SET To 6"CONCRETE SLAB WIT14 6 x Ev�t�C 04 BARS WORiZ a 12" O.C. _ _..__..=1�_�_=,1,�__.1,=1_... : �i Ii MOLD SST VEER 2" SC 'IPACT b6-x i;7�1 1 W.W.M.WW OVER Q •:, 6 1010 WIUM CAR 6"COMPACTED FINISHED GRADE RCA _• DRAIN AGGREGATE 1 I-----I ;I ( � - •� /a I� , {I ."• `. .' - '+ ••-II-. -_-._-- __I II C I ! �._ _..c •wr a Qn vvi; . V � I ! GRADE -f ; 4, - _ ' FEND-! .4 _ _III=1 I •11 • • . • PITCH 1/ 1�T.MIN. " --- - HAUNCH SLAB A?PERIMETER T 1_AfIN _ IE I' - rx' - }: PATIO 4'-0" oc.FAINTED BLACK _ I.... 111 CONCRETE WALL AND " CxARACs !.... .. - ''�, . No. 12sz6`��ci F a o sY 11 " P `-1 I i_^-:=I I n t5 SPLICE BARS WITH .-__.._ �1.� ' .- ' .:, •- KEYED FOOTING 2 x d FU1�iNG�� FLAT i--- . • f�01.L D x LONG { '' • I Q x - -; ; 811 BENT LEG INTO FOOTING I� " I I -1 I I----I i I----, �I p a a s-a :II #6 VERTICAL SPLICE rt �- I II e• II WITH i tiz CLOSED CELL 1 % 13ARS +� 12 OL _ � VERTICAL SPLICE k3ARS n - BARS F3ENdT INTO FOOTING I 1 II ,� SPRAY FOAM AAd�ttD 'e i-1 ;. -.i _� ® IZ"O.C. -j 1 t- 611 BENT INTO M. 12 OjC. DAM1ROOPM& SEE SPEC iwll Y I� •d BARS I2" o�c - 11 II - , J \ ,-III---1 I L...- r �n GYP BD WALL AND X�,• � � � '�" . � :i i i u 4 1- CLG.FINISH . . a•, _ �pgm " n E_ n i Ipll. Q I 6 G0�1G.I�LAI WETI�bb X 11�1(D I M;2_08 � 4 DIA PY�•.WEEPS Z 0 ':+� _ e I <r W.W.M.OVER VAPOR BARRIER AND A.III _ FEED IN ---Ilia. FOOTiN1G d 4 ' II ,,..ew��.,4 • - 4 COMPACT FILL- 4 a =�x�=x--'?°-�- •' M $ fi':. • ria r' I r' - _ °_ _ a .a SEE FLAN FOR FOUNDATION • i' " ' , •I. .. 1 °'j� '•QM t �0- "_"` �( Q_ POUND CONC FOOTING WIT1I �1 I — . t'di • a •. - ♦ •. .•' d.. `_ F�/CT! 1S©11G I WAY MIN,3"CONC.COVER S-0 1 Z_Z° > T IEL T DOt LRETAININGWALLrro--� DETAIL T O CAI WALL -TAIL T / PORTICO � re-NNDETAIL TPLATFORM / STAIR WALL IT IS A VIOLATION OF LAW 2$ SCALE 1�s" 11 I`-®" 2;5 SC:AIL_E : 3/411 F'-00 r-1 � "�� 28 SCAALE : 3/4i1 = 1'-®" FOR ANY PERSON, UNLESS 2g SCALE : 3/4" = 1'-O" ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. Ito. Look _ 3/4",BLOTS STAGGERED FLOOR 1 WALL FF�aM11�1G AT 2 O.C. I I % / THESE PLANS ARE AN ! FLOOR JOIST HIGH STRENGTH I ! SEE PLAN INSTRUMENT OF SERVICE (SEE PLAN FOR SIZE) I I AND ARE THE PROPERTY OF I—I'm L �''c" EXT.GR.PLYWD. THE ARCHITECT, INFRINGEMENTS WILL BE �', ---- 30#BUiL_DiNGS PAPER PROSECUTED. WOOD GIRDER (2)3/4" BLOTS AT 1 SEE PLAN FOR SIZE �l`}CI-� AND 4 ! % HIGH STRENGTH I I j WATER WAY-RAIN SCREEN CONTRACTORS SHALL VERIFY i I i/ DRAINAGE MA? ALL CONDITIONS AND MEASUREMENTS IN THE FIELD I 2.5 GALVANIZED WiFE AND BE RESPONSIBLE FOR -------- 6"X 10"X V2"WELDED ON 5EARING PLATE W/(4)11211 DIA, I I �" // LATH AS REQUIRED BY FIELD FIT AND QUANTITY OF BOLTS PER COLUMN I I �,' M*AFF.DIRECTIONS WORK NO ALLOWANCES I ' SHALL BE MADE IN BEHALF SEE PLAN FOR SiZE OF I I ADHESIVE /MORTAR AS OF THE CONTRACTOR FOR ! FER MANUF.DIRECTIONS, ANY ERROR OR NEGLECT ON COL"TYPE 1=Ll,IS4-4 BEAM (SEE PLAN) HIS PART. I"BLUESTONE MORTAR I 1 SET TO CONCRETE SLAB. SEE PLAN FOR PATTEFN ' ''`� THiN STONE PANEL WALL SCALE A5 NOTrED TOE' MOUNTED BEAM HANGER I /,// FINISH 2" THC.BLUESTONE Co'INas AT b"CONC.SLAB W/ EDGE OF APRON WITH 34"PROJECTION 6 X 6- 10/10 W.W.F.OVER '` ' DRAWN B Y J t PITCH Val,/FOOT MIN. PROVIDE THERMAL EDGE. 6 MIL..POLY.VAPOR BARRIER LUSH Tf=CO JOIST HANGER DATE 05 AUG 25 SEE PLAN FOR COPING SIZE AND COMPACTED FILL REV. - '�` S"X 10"X 3/4"WE CalFLUSH 4 4' FINISHED GRADE I I %T FLOOR JOIST EXPANDED WELDED a !./ / CASIi+G BEAD WITH VEEP REV. T.O.SLAB BEARING PLATE W/(2)1/2 DiA, 4 d i I I! =1{ .x ' ANCHOR BOLTS EMBEDDED l r (2)MICROLAMS 11J! STEEL ILL �� BEN '{ 1- % _:7t✓".-: -I..I—I $°MIN j I o Q % REV. I!� CEMENT AF�xE FINISH AT �r�j II v MAINTAIN CLEARANCE PROM 1- :1 P w Lr PLATE TH '� MA A,N CE h RLI BOLT WITH 3!4 REV. EXPOSED FOUNDATION 1 "�`�°- ` • ,��. ' STONE FINISHES TO PATIO,LAiJ)PI- ' DIA. HIGH STRENGTH . DRIVEWAY ROOF SURFACES,ETC. " - cn I HAUNCH SLAB AT PERIMETER _ I ! ; q '•,I CONC.FOOTING BOLTS 24" O.C. STAGGERED v 411 CONC.SLAB W/ }: �`,` TO la"BELOW Gam= i ' h q II (SEE PLANE FOR SIZES) a �, a AS SPECIFIED BY PANEL J 0 B NUMBER i ! I_ __! i SEE PLAN FOR 51xE a MAN FACTUFER. PROVIDE b X 6 10/10 W,Wx. , I I__'I� Y� a _ a E` � �-� ----•:I ;---� __ --- ----- --- " :::.:. •5 REBAR5 0 T In"Or.EACH WAY of MICROLAMS AND 4 FLASHING 1 WEEPS AS REt12.IRED � 6"COMPACTED RCA t DER SLAB , I 1=i ; --- .-... :.._ GRADE 60 RE T STEEL PLATE _ (2) 413ARS CONT. __. i i _.._:�i I _...-- - :-;! I I I I , SUxRADE At 2 TON MIN.BEARING CAPACITr Rr T i T PLATFORM o f � � � I� TILE T COLUMN �� TIL `�` LITCHI LT �� ) TONE UEl�L� SECTION eP Arc A.-AI Y 71.f11 _ If ~1 r.r. ww Al .— . ..n E: 4E —.1 q••, . . - FIBERGLASS ROOF SHINGLES 300 ROOFING FELT 3/4" EX•.GRADE PLYWOOD SEE PLAN SHEATHING ROOF RAFTER J SEE PLAN ICE AND WATER SHIELD I ROOF RAFTER 2 X 10 ROOF RAFTERS SPRAY FOAM INSULATION — BLOCKING FOR FASCIA AS REQ F15E" 31.A55 ROOF SHINGLES FIBERGLASS ROOF SHINGLES ALUM DRIP EDGE 3&ROCtNCs FELL 30#ROOFING FELT _ ' -+ ALUM.CUTTER 3/4"PLYWD.&4EATWWs ICE AND WATER SHIELD "`-I x s AZEK FASCIA FIBS RIDGE CAP 3/4"KYWD.SHEATHING >' "PROUD OF SOFFIT 2 X 8 CEILING JOISTS CEILING JOISTS ; AZEK SOFFIT AND -GROOM: "AZEK" SOFFIT — �� ;<: FRIEZE BOARD. LOCKING 1x4 V IT _- -- I x a AZEK TRIM ON I x 8 AZEK SPRAY FRAM INSUL �l.,...: RIDGE BOARD.SEE PLAN FOR SIZE , , AS REQ. �, . RAKE BOARD. PROUD OF 1 x 6 SEE DETAIL i ALUMI%IM DRIP EDGE •.` FIBERGLASS SHINGLES.ME SPECS A SKIT 5/S° '? 0 Y , GYP.BD. ;x INTERIOR FINISH s/4"EXC GRADE �.:I.v. �� FOR PROJECTIA�s 1 �. � PLYUX)OD BHEATHIN!s __ ------ALUMINUM GUTTER � ROOFING FELT j . S/4 x 8 AZEK!3AlGE BOARD SPRAY FOAM ENSUE/ 3/4 COX PLYWD.SHEATHING INSUL SEE DETAIL 1 CEMETVT CLAPBOARD BIDING ' l 1 x 8 "AZEK"FASCIA BATt I I6s°PROUD OF SOFFIT 1 SCREEN SPRAY FOAM WITH BATT VAPOROVERD8 WE 1 x 'AZEK" ROOF RAFTER.SEE PLAN FOR SIZE INSULATION SEE DETAIL ON DW S. ;� R AXE SOFFIT WITH CONT.VENT 2 x 6 WALL FRAMING 1 x 'AZEK"TRIM 41 MADER 0 CEMENT CLAPBOARD SIDING ' 5/�"GYP.BD.FINISH AS NOTED ' '� �' PROUD OF SOFFIT DRAB MAT/VAPOR BARRIER 1X4 AZEK '" FOAM INSULATION.SEE SPECS. I �r : 34"PLYWD.SWEAT14NG CEILING TRIM PAD OUT PORCH HEADER AS 1 ' 2 x 6 WALL FPAMINCx SHMN -"'— AZEK CLAD POST SEE LJIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS SEE WIND RESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS ri--� DETAIL T RIDGE 2 TAILr.3---� DETAIL T IT �} �+,�. p q' r4-`\ TYf=`1C:AL FO,� C HEADS DETAIL � ie SCALE. 3/4' a IF-0" 2- SCALE 3/ ' ■ lI-/Aq 'Y YKJO �c3 SCALE 3!4"' ■ 1'-0" 2e SCALE' 3/4" � V-®" Q J. CEMENT CLAPBOARD SIDING DRAINAGE MAT/VAPOR BARRIER VENT TERMINATION AS _ REG3UIR1? 8Y FIREPLACE , .� SPRAY FOAM WITH BAIT INSULATION. Rom(MEMBRANE UP ADJACENT MANUF. TRELLIS RAFTER BEYOND. SEE DETAIL ON DRAW ) WALLS AND UNDER SIDING VERIFY END FIELD I4+�s �-, ALUM.CHIMNEY CAP AND ALUMINUM SINGLE-PLY MEMBRANE ROOF 3/' PLYWD.SMAT HM PITCHED 1/4"J FT.SEE SPEC. APRON FLASHING CAP FLASHING OVER ICE? AND WATER SHIELD ' a x 6 WALL FRAr111�Cs 3/' PLYWD.SHEAT14NG I" PROJECTION PAST STONE �� N _ lU1TH RURR1i z FOR PITCH WALL VENEER WITH DR P $ CDX PLYWOOD .� E DGE ' LEAD COATED COPPER AFPZN FLA.%4Wt EXTEND 6" UP WALL MER FLOOR JOISTS all a X 8 TRELLIS RAFTER " �p��D Arc . -r SIDING. BLOCKING AS�Q. i I FLUSH BEAM SEE PLAN ................. - 3 \5� �'`'�r 4 { (3)2 x 10 BEAM FURRED ROOF RAFTER ~� ALUK DRIP 1*DGE k 1 '' J - ' OUT FOR WIDTH + VENT TERMINATION A3 � SPRAY FOAM It 5ULATION/SEE PLAN , � AND LEADE -- ---.__..---- - Y FIREPLACE 1 +, �;tik.,<> • • � .,�-.—_GUTTE D 8 l�PL R R MANIF AZEK TRIM �� r` REC�UIR�E , SOFFIT � , `` I , PROLiD O��7'4Jf-T- 1 " 1 i ` �'+ AZEK FASCIA AND TRIM OYYI=KR 3�i" _...__...-- -- - ' No• 12376a°`'. ' Ix1a --- FIB>=mil ASS SHINGLES I CDX PLYWOOD SHEAT4.41NG AND - CA AND s - �i � - - I x 10 AZEK TRIM " 30s ROOFNG FELT _. ALUM.CHIMNEY P ! _ BLOCKING AS REQ APRON FLASHNfz 1 S PROUD OF SOFFIT - ,• cam: ICE AND WATER SHIELD ----._.--._. 1..J x 4 AXEK 'V'GROOVE* FIT I�" PROJECTION PAST STONE 34"PLYWD.SHEATH NG - -- 1 5J4 x 3 PERIMETER I � + _ - - WALL VENEER WITH DRIP � COLUMN BEYOND FINISH H L _ -- f COLUMN BEYOND I ....... ... E TAA THIN STONE PANELS ON ; WOOD FRA1*E CHIMNEY INSTALLED AS PER MANUF. INSTR,UCTRONS BEAM SEE WIND S ESISTAINT CONSTRUCTION DETAIL SHEET FOR REQUIRED FASTENERS NU FAIL. T A .A HI O. rro--'� SOFFIT TAIL. 0 FLAT ROOF -t CHIMNEY CAS � �"I A1`� `i' �.!®I DETAIL rl� �� SCALE : I-1/Z° ■ 1'-O° 2� SCALE : 3!4" ■ 1'-O" 2� SCALE : 3I�4" 1'-¢3" ag SCALE : 1-1/2" 1F-0" ET IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE F F AND ARE THE PROPERTY OF THE ARCHITECT, 1 1 AZEK'4"CROi N KIT' INFRINGEMENTS WILL BE PROSECUTED. _ I I INTERIOR FLOOR FINISH ON ALL CONDITIONS AND CONTRACTORS SHALL VERIFY x Ii„ AZEK LRCM 3/4"CDX PLYWOOD MEASUREMENTS IN THE FIELD I I SUI3E1,.'OOR AND BE RESPONSIBLE FOR FLOOR JOIST.SEE PLAN FIELD FIT AND QUANTITY OF 1 ' AZEK'ONE PIECE COLUMN A�CQ FLUSH LEDGER BOARD.SEE WORK NO ALLOWANCES f> PLAN FOR SIZE SHALL BE MADE IN BEHALF AP — EXTERIOR WALL FINISH.SEE OF THE CONTRACTOR FOR AZD-DECK/PORCH JOISTS SEE I PLAN ANY ERROR OR NEGLECT ON PLAN FOR SIZE AND SPACING {SUN MEMBRANE ROOF HIS PART. STAINLESS STEEL FLUSH JOIST ' - HANGER BY SIMPSON �,-�' ;` ___ + PLASHING UP WALL AND SCALE A5 P�lC3t�U EXTERIOR WALL F'RAMIt�s _ - �-,, '+ � UNDER SIDING OUTLINE OF STRUCTURAL WOOD a--_ FINISH BALCONY DECKING DRAWN BY Jet 1 i/ 11 1 POST OR STEEL TUBE. 3 " _ 1 { 1 , - V -- i Q1�I D R LEVEL DATE 08 AUG 25 ON TAPERED SLEEPERS AS Z � /4 GDX PLYWOOD SHEATHING � ,``''' PROVIDE BLOCKII�ks FOR COLUMN :w" o I I FINISHES AS REMID " " 5/4x6 AZEK PANEL CASING SINGLE PLY MEMBRANE REV. I 3/4"AZEK QUARTER += %�° a ' @ `' j ROOFING SYSTEM PITCHED REV. .:��/ _• I 514ND" "AZEK"BABE 3/" s/n (_,� { 1! }' t/PLYWOOD 3SMAT IIG ON 4 x 4 AZEK COVE MOULDING . ,.. TAPERED SLEEK �. - CAULK �...=_ ` t4NC AXFUC FLAT PANEL ! Yf �� ............ "AZEK' I I DECK OR BLUESTONE OVER VAPOR BARRIER BOLDTB AT LEDGERIA TO WALL -- BALCONY JOISTS.SEE PLAN REV. 1 JOB NUMBER PLATFORM. 8EE PLAN CTONS RoICTION.PROVIDE (2)BOLTS R PER FRAMINes BAY STAGGERED AS PDOVE OM ELEVATIONS FOR LAYOUT :�\ FINISH ATAt CEILfA "s ID (DII OF ACTUAL PANELS R3ALCONY I II COLUMN TA IL rio' TERIOR FANEL DETAIL » D F.TA I L_ LEDGER 150ARD AT 5ALCONY 0 F / 2'3 SCALE: 11/2" = 1'-0" 29 SCALE -- 1-1/2" ■ 1'-0" Ze SCALE: 11/2" ■ 1'-0" Z� SCALE : 1-1/2" P-�"i" f T-2400 HANDRAIL 3 �E — T-1515 F TAPERED BALUSTERS x 1'1s"TOP PAL POWDER COATED ALUM R41LNG IN BLACK PROVIDE SH®P DRAWWs FOR APPROVAL 4MI F FLUTED NEWEL 31/4'IMT TO ---------- 4 x 4 A,C a RAILING 4" ---POST V1R POST(�' BRED TO CLEAR POPLAR TRZT— m.CLAD WITH AXEK TRIM RISERS ---- TREADS - CLEAR MAPLE,FiNlSH AS 1'6c,�JA Ta lJ r, r PORCH H RAILING PERIMETER DECK/ _.,.....�..- SELECTED BY OWNER -- M 1 J CA SYSTEM BY AXEK PRIMED ¢34" x 3 " .--» WHITE m r COVE I "x Ili' tTOF1 PAIL `j ` ' CLEAR POPLAR OPEN ®.J .) F�ORCH OOR t >.... STRItR 1 C.t2�I,.CONY � ` s g -�� .._...-..- DRAWNG 15 SHOUN FOR DESIGN INTENT ONLY ALL STAIR PARTS BY 'TANEY STAIR / CLEAR MAPLE, FINISH SELECTED BY OMER r r 3� r3--"\ F;?,p4lLlNG DETAIL r4---� STAIR "/ I L INDETAILJ L � LCONYILINTAIL ,-�"41Lt DETAIL rM 4��-APL COdTi3 SCALE 3I4„ 1 3-0 BCALE 314° SCALE 1-14" P-011 SCALE 3I4" 1'-0" � Q n` Q AA�FD Q\04 ro ��IRie Ol v IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE Y.l AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE . TILED WALL PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND —LINE of CUSS AND BE RESPONSIBLE FOR 10 f. FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES /.....,... hs::. .. ... /. ., SHALL BE MADE IN BEHALF � 4 STONE SLAS AT OF THE CONTRACTOR FOR zs: b..» ";..:.:..:::::.::..: PERIMETER ( SIDE i.. ........... .,,.....,. ... .... ...... . :.Jr�.,.'../.,.,�,... .... :.,... : , '<' '3 :; �:�:.. ,<: �y� ANY ERROR CT ON WALLS O� RECESS I�.i.- f:: {, HIS PART. T sz, ,.F.. r. �.„ .,. SCALE �{(� ",✓,,' ..'fli.:-;V//r/, :»/": i i�i'fe 4:�ni,., ED 4.%J',.:q :r{'�'%`.: /� . ,,.,. :. ;>r:::.,:,.:.:is.;;:�::::;.. � ,.:: ,.:::� :.:.. :.:.,...www» _ NOTE 9', 1. .d, nI. /. ;:.%�:'. {•;j%.«';':'...r :;::fin. .;/.:: } Yr 1 s/ /fir i:/ r r s y / / / ' / , f 'f � ;"� / DEPTH OF RECESS TO DRAWN BY Jet 7f r ,r f,� i''.%i1 13E 4 FINISHED 4/ �./i'' DATE 08 � L�r ./. v..' i rri::'„j',... <:....:.�._ , ._..,..Y PITCH BOTTOM4 SHELF OF RECESS To REV. /.. ':�::;>'-,✓ ,:moo:. , rf PROVIDE DRAIN AGE VEN DE DRA E ��• TILE RECES5 TO REV. ALIGN WITH WALL TILE couR51NCS JOB NUMBER AD �'j rl 2 T 0 F 30 SCALE :3" : 1'-m" el) el) i 11_4II 5ATH LAUNDRY ... ... ..:.:: INTERIOR WALL FINISH ' ,::. :`t.: /. i (SEE PLAN) " J /1 /�� )t;\ /Y� `,v 1 — RAISED STRUCTURAL SLOPING CEILM ! ROOF RAFTERS FOR ��ER �PLAN �,, �y,^ '� %�� >>•,� ;;�)t,` - BLOCKING QUI RED N WALL AS ;.!.;• // SL DPNG CEI L NG ROOF RAFTER11 SLOPING CEILING, / ROOFRAFTER5 1 1 - , 1 ,:,R• 1 , AN 13r=0R00M LIVING 1 ` GYP.BD.FINISH '"- RECESSED DOOR FRAMING WALL ; 2"x 4"WOOD STUDS IV' O.C. TRIM-TEX TRACK SEE SCHEDULE n b WALL : STAGGERED 2"x 4"WOOD STUDS 093V EXPANSION — / ® ib"OC,ON 2"x 6"PLATE BACK SCORE FLANGES AS REMIRED r(�t TO FIT PITCH/MAINTAIN REVEAL �. POCKET DOOR SEE INSULATION 21/2" SOUND ATTMATION BATT INSULATION BY 'ROXUL' TO FILL SCHEDULE FOR SIZE STUD CAVITY n GYP.BD. GYP.BD.FINISH FINISH BATH/LAUNDRY PROVIDE Y GOLD BOND XP GYPW y n WOOD STUD WALL C NSTRI ICTION TRIM-TEX BOARD WITH v-FMARD (PURPLE)OR WONDER BOARD AT ?�3V EXPANSION WALLS To GIIrVE STONE TILE. BACK SCORE FLANGES AS BEDROOM/PU5LIC SPACES PROVIDE Son GOLD BOND RE011RED GYPSUM BOARD A5 BASE LAYER AND "GOL.D BOND TO APiTCH/MANTAIN SOUNDBREAK AS FINISH LAYER. INSTALLED AS PERREVE MANUFACTIURERS SPECIFICATIONS. %"GYP.18D. T I1.,,. FOCKET DOOR DETAIL AT SOUND RESISTANT WALL TAIL WALL oSLOPED CEILING 4. Y . DETAIL ROGE � 31 SCALE : Vl = 1'-0" 3 . SCALE : 311 - i'-0" 31 SCALE : HALF SCALE 3I SCALE : HALF SCALE ,I, NEW Sol Hill t� SEE MAN FOR WALL CONSTRUCTION TILE OR STONE FINISH AT WALL. SEE PLAN ' f— VERIFY IN FIELD I'- 4" STONE SLAB CAP AND APRON AT BENCH ALIGN WITH B�.AK 1N DECORATIVE "GYf'BD.AT GE€LINCs MITRED EDGE FLOOR TILE BELOW '/" THK,STONE SLAB I Of*-- COl1NTER TOP i _ 3/4°THK A G PLYWD. TILE OR STONE FINISH AT BENCH APRON THC•STONE APRON SET TO WONDFR13OARD. SEE PLAN .__...................... W/MITERED JOINT RN SHOWER PAN UP BENCH WALLSD ARC UNDER FINISH ��_/ ,5 'yf , 3/40 COX KW.SUEFLOOR - DECORATIVE TIN PANELS AT CEILING,3lIF'PLIED>3Y OWNER TILE OR STONE MUD SET a_r 3/�" CLEAR POPLAR C, JARTI=R \�. : . AT°aI4�1011R FLOOR �\ \ . PITCHED TO DRAIN ROIJND ' _.��'�� \\\ 1� eall'�t \J�--•�\ - ..State 0� �- - DOUBLE LAYER OF GYP \ , --'� BOARD LAMINATED WITH 'L' .---_-- \ ..... EDGE POLISHED E , �. _ BEAD END FINISH -- - - _.._. ..... ..... .- ........ FIN.UXW WACE ■ • - , TYPICAL CROWN MOULDING. SEE ELEVATIONS FOR J rF.J.SEE PLAN a SEE PLAN DOOR aa" %'GYP.BD.FINISH AT WALL TAIL. AT KITCHEN CEILING VANITY EDGE DETAILra`� DETAIL AT SHOWER (T IS A VIOLATION OF LAW 3 SCALE : SCALE FOR ANY PERSON, UNLESS 3� SCALE : HALF SCALE �1 BCALE: : 1-1/2" • I'_(d" ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS SILICON BEAD AT WALL \� \ ELOCKING AS na DOCUMENT. ----- WOOD FINISH THESE PLANS ARE AN CO STONE SLAB UNTERTOP - INSTRUMENT OF SERVICE , AND ARE THE PROPERTY OF SEE ELEVATIONS FOR BLOCKING;As REQ 0 o MAGNETIC CATCH THE ARCHITECT, BACKSPLASH FNISH rr STONE SLAB APRON ° o MDF RAISED PANEL DOOR INFRINGEMENTS WILL BE PROSECUTED. 61LICON BEAD MITERED C 1;a ER WITH 2"WOOD FRAME _- .:., :.::_•<::,::-: .: CONTRACTORS SHALL VERIFY BTOIaE Ct�NTER9X ' \ ALL CONDITIONS AND v. (2)3✓4' THIC ADJ.SHELF MEASUREMENTS IN THE FIELD 5LOCP\Ws AS REa WOOD FINISH AT REVEAL 2' z ° ° AND BE RESPONSIBLE FOR STONE APRON SEE DETAIL j FIELD FIT AND QUANTITY OF MAGNETIC CATCH "o "' WORK NO ALLOWANCES - - - ----- - - = - ----- SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR :\__- --°= ----""--'�"'"'"""" =_=_-_-_-_-=--,W,..:�_-=-___ =\ � ANY ERROR OR NEGLECT ON R n FNISHED UlOfD&IWACE MOF RAISED PANEL DOOR SEE SPECS_FOR CABINET MAGNETIC GATX:H ° o WITH 2"WOOD FRAME o o INTERIOR FINISH HIS PART. SCALE AS NOt1=p ADJ.SHELF MDF RAISED DOOR PANEL i ° ° DRAWN BY Jet 0 0 ,,,• :,..,:,. .,,> :,,,;,,. ,, r, ,, ,;, ,..,,,, . � ,:�„� DATE ¢�S :At.tC� 25 o a ADJ.SHELF SEE SPECS.FOR CABINET 3nr o 0 INTERIOR FINISH ME SPECS, CARNET ° o REV. INTERIOR FNISH 0 0 ° o 13LOCXNG AS REa o o EUROPEAN HINGE REV. EUROPEAN HINGE o ° BLOCKNs AS maEUROFE REV. ------ ---------------------Are HN:xE � ---------------—---------------- REV. - ROM TRIM AT tall ; ______-___-- ______—_____ _________ = ------- JAB NUMBER _ — 4 ( CONCEALED CONT.UNDER ----------- ----- -------------------- -- --------- ARC�W TOE 4AE ELEVATIM \ \ ` RECESSED KICK CABINET STRIP LIGHT SEE ` RECE66Eq KICK-BLACK REFLECTED CEILIIs PLAN ACD )'I NOTE: 1. PROVIDE SCRIBES AT ALL WALLS NOTE: L PROVIDE SCRIBES AT ALL WALLS AND CEILING 2. ALL EXTERIOR SHOW SURFACES OF BASE CABINET SHALL BE 2. ALL EXTERIOR SHOW SUWACES OF UPPER CABINET SHALL BE BE POPLAR,PAINTED.SEE SPECIFICATIONS BE PAINTED.SEE SPECFICATIONS i , ri_i -�LAUNDRY o f 1� VANIT � T $« C DET � UP � � � I � TTIC � e;Ab SCALE : 1-1/2" ■ 1'-0" SCAL-E : 1-1/2" a i'-o" f?1�m c u,;",ct,...�, a.,.t,:+a..• i ............................._.._. !i Ij j � fE ij j j i Ij li ' 4 I Ii II __....._...._..._ ............... :! -............ ... . �:. -_ - - .... ---.-...--- { I� TLu d x u GAS � ---................. ...........__ ___, FIREP�aCE --------..........._....._........... ....... — E I Iip I V I Q GUEST ROOM r2 MUSIC ROOM 5REAKFAST 32 WALE : ln" = V-0, 32 SCALE : In' _ P-0° 32 .00 Nd• 12'�26 `off r h�/s !R •: R .1 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND (QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/6"=1'-m" I DRAWN BY jr=T DATE 05 AUG 25 ro / REV. REV. REV. : R EV. ! JOB NUMBER 11. Alb 11 4 LIVING5 iVING 9- 11P 0 F N SCALE : 1n - 1"YO 32 Wr E : I•r w 11.011 /M^^Me T-:_- 11L-- •-"-/-!.._. i w z ............ ..a E4E INET c� Q CABINET FIREPLACE CABINET � f— L15RARY � L 15RARY 33 i3 ,- n 33 ScALE : in" , 111_011 0 AF?cl, �0. 12326 "s { IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE CABINET DRAWN BY JET CABINET CABINET DATE 08 AUG 25 REV. REV. REV. REV. LOFTj CABINET JOB NUMBER L T 3 SCALE : }n" " 1'-0" 33 SCALE : }l2" I—OFT 33 SCALE : }n" - I'-0" e 1)e0 F At ®2025 Brian Shore,.Architect I i r I ! I' J Li --TT---------------IT ........... ................. ----------. —...... Ij ! : ......_.. __._----- --------------- -------- I ............................. O L ------ fy- uj LOF -- -- 4 T rr " = i_ �� Iwi O ��n fin• 12326J° 3�4 SCALE . 1R 1 °✓4 SCALE . 1/2" s P-0" • IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS i ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD A B G AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/2"=1'-0 DRAWN BY JET C D DATE Q» AUG 25 REV. ELEVATOR REV. 34 scALE : v2" _ V.0, REV. REV. JOB NUMBER P A'lb Pl Ad el)AD, 0 F AMD� 2025 Brian Shore,Architect P NOTES FOR 400 Ostrander Avenue, Rlverheod, Atari York IM01 ABANDONMENT OF SANITARY STRUCTURES HEALTH DEPARTMENT USE tel. 631'M- 2505 f�K. 631.12-i.CI4.4• ad�nin�youngengireertng.com ABANDONMENT IN-PLACE F4- EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE i WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE ST'RVC URE(S),BACKFIL.LING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND �! { �Y PROPERLY COMPACTING. Howtord K Young, Lmd Surveyor ABANDONMENT BY REMOVAL Thomm, G, YioEpert, ProFeeslonal FAglnaer ks� _ti ©avg as E. Adoms, ProFasslorial EngEncsor } E EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL Dconlal A. Mover,Lcamd 5vrvayor -= SEWAGE WASTES BY A LICENSED HAULER,REMOVING THE ENTIRE STRUCT'JRE(S), BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY w f COMPACTING. �., �•+ SITE DATA ABANDONMENT OF SEWER PIPING_ - . ,,�,.et THE ASSOCIATED SEWER PIPING 514ALL BE CUT AND CAPPED AS A MEANS OF APEA = +40,334 SQ. FT. ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER s ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED * DATUM =NGVD 1988 IN THE AREA OF THE ABANDONED SEPTIC SYSTEM CERTIFICATION REQUIRED * DEPTH TO GROUNDWATER IN AREA OF LEACHING POOLS =58 FT D THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL.SYSTEMS,EITHER * NUMBER OF BEDROOMS[DESIGN EQUIVALENT} =4 IN-PLACE,OR BY REMOVAL,MUST 6C CERTIFIED BY EITHER A LICENSED DE5I&N PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT MINIMUM REQUIRED I/A OWTS CAPACI'1"Y =440 GAL ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER ` PROVIDED I/A OWTS CAPACITY =440 GAL —^ DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION V SHOULD ALSO BE CONTACTED. PROPOSED LOT COVERAGE - LEACHING SYSTEM REQUIRED r 400 SFSWA 3: r` * LEACHING SYSTEM PROVIDED =-400 SFSWA r J f BUILDABLE AREA =21,831 SF r r� � ALi.OWABLE LOT COVERAGE M 20 74 4' ` l/ r' EARTHWORK VOLUMES ' ..1= �•0- // r HOUSE&GARAGE = 2,437 SF ` R4 r j FRONT PORCH =244 5F * TOTAL VOLUME OF CUT =488 CY (� REAR DECK ZMSF l� /ir fJ ff f/ , hod Of+ REAR PATIO =272 SF * TOTAL VOLUME OF FILL =49 CY o' fofht SCREEN PORCF! =18i SF * TOTAL EARTHWORK VOLUME =439 CY(CUT) ! 'd'Y CQs�r!erf TOTAL ;3A24 SF 4 C'lA;, 4 rf AA ``�►! r, 0 f!f f f ,f COVERAGE ______. ._____� r r f f , l J r , f r J f , MOVIE EROsrON ENGINEER S CERTIFICATION � /f f ff Jr ff /f J/ , !l/f /1 / J /l�,l&' `�lS d CONTROL 57I.T 3,424 SF/21.831 SF -15,6% r� ,C1r I HEREBY CERTIFY THAT THE WATER SUPPLY S AND/OR SEWAGE DISPOSAL V ^)) 1/J Q +fi ff ff j r�,� rr fJ ff i Jf Jf jJ ZJ .f �jr f LINE OF CLEARIM, SYSTEM($)FOR THIS PROJECT WERE bESIGNEb BY ME OR UNDER MY � - R3 Ai'�r y r i l , r , f I'®� r , f f f / f / r , f r ' ` J r r f f / f r f / f / f f f , f f I f r 6RADzt d&RCTUh DIRECTION.BASED UPON A CAREFUL AND THOROUGH$T11 OIL, a'Y '0 r f f , / f f f ! / f f J f f J �j f f r r d ry DISTURBANCE APPROX,LOC. 9L, 11) f r � r , P r J ,' r r , r fff J r r / f f � � � + (M.2�SF) OF SITE AND GROUNDWATER CONDITIONS,ALL FAC.IM 5t� �5��Q� '►J r r r ry + J r f e r r f f r �/ ,m / ' r!J yy. J i r r `�6 t{ SYSTEM p4$7 CONFORM TO THE StJFFOLK COUNTY DEPARTMENT �X3 J i r ► t r 6' rf ,r r f ,/ / if rr,r�h fr , ° r6 Ex3s7it.6 WOOD to` CONSTRUCTION STANDARDS IN EFFECT AS OF S ° G 0 ILI f f , r1 fr f .� , �q,rf,1 fr ffrrr fr / `�• `' rr 4 �1 r DECK.ROCK WALL ^` PROPOSEb LOCATION u r / J l f aj a f f � ',/ / r r /f, r2{ S} '• L1" `�,`J 6 POND TO BE kcL , Syr A0 t f J r f v r err f r r r f f f f ' rr t �, c£xtozrs, a �K�:J// 2 STORY FRAME HOUSE ,f r r f r r' f ff r f r r ff r 11 r r � �o: y�� si,GARAGE 4 BEDROOM k -s •--- rf GARAGE EL=60.50 D r� " r G , �,. r- x 't LU BASEMENT EL=6i.00 kF0 �v , FIRST FLOOR EL=71,00 140WAPD W.YOUNG,N.Y.S.L-S,NO.45893n THQMAS C.WCJLPERT,N.Y.S.P.E.NO.6I483 / . r r , ♦ 1•. r r 1r r t t f .f 1J P 1 J R 1t �, y� Rp t C ¢!J ` 4 S J /f r r rr,r r'rrrrr r r ,rr ff% `J ri 1 4 1 f /t ao ty� A } '�i,Rw�� PROPOSED DOt1GLA5 E.ADAMS,N.Y.S.P.E.NO.80897i /` r j r 1 r f\ WATER ' °+ —� r J r1 ny Q -:1 SERVICE ----- _ r �, SURVEYOR'S CERTIFTCATIC)G� - R1D`6�- , t { ""+` .. '«-"'-a. WE HEREBY CERTIFY TO G 1 L E3 EN-A M t THAT k;5 - W �- cY PREPARED IN ACCORDANCE WITH THE CODE OF PR At�fp E?!NWNE TNAMOMTC]SE ,, ` ti, _ .. Q rr w rse .� t?W, ADOPTED BY THE NEW YORK STATE ASSOCIATEO Of h1� ABANOONF.DT�fA[fd7RDANCE g. _ pg ��' �O~ ' ^'•�•1' S ' f � a� WITH THE SCOS$STANDARD$ y Qy&C)pa1� J k m SURVEYORS. I C� O� „1 v FOUNDATTON TC? G) di WASPHALT ----.�. �-„ DRIVEWAY TO BE h IRCMOVED a �! _ A ti n HOWARD W,YOVN&,N.Y.S.L.S.NO.45893 G, cx ..•• �' `�, osv v q o DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 QvC , `• ,,,'' ��•,` I p k 4t 1 pd 9�` Sjr$ 'yRy� Aq (I} 4 SURVEY FOR � � 4.s't, CA¢ R�?•F�hJ�"y�c Q./ t rs'e ,�� ,•., nor.. ART t?�C'cJyy APPRO)(LOC. at Southold, Town of Southold OF S'ANi"'rARY0 TEST HOLE NIT , ,,,� SYSTEM a Suf f olk County, New York BY MCWNAL 6KOSCIENCE gga�y,ii��!± p'�` Ct �h o bATFt03/09/18 I. THE OATS SHALL. � MODEL AN40O MANUFACTURED ISY BIfILDi.l�47 f 1..R+� +.7iJP4V HYDRO-AOTIONI, r?A LOAM 2. THE DE51GNi ENC"NEER, H-VRO-ACTION REPRESENTATIVE, 14j AND 5GDH5 RZPR-Sn7ATIVE5 SHALL OSSI=RVE THE r 1 � � � � County Tax Mcp Matatct 1000 Sectl'on 530 84oek 01 Lot 4 IKSTALLATION OI` THE CATS AND LEACHIN& SYSTEM, o APPROVAL FROIr-I ALL T HREE PRIOR TU a.ArSKFILL. FIELb SURVEY COMPLETED MAY 10,2022 9ROWNa.AY 0 Q MAP PREPARED MAY li,2022 (CH) 5. THE raYST,M START UP NIL1 5E G+OA!PLETEt3 UNDER THE BR(}WNC]AYE/ DIRcGT 5UPERV1510N OF A WZI R 7-ACT ON REPR�ENTATIVE. f l'"; `', ` x v Record of Revi i=5 SAND WITH REVISION DATE 4. AN, EXEOUTED OPERATION AND MAINTENANCE C-ONTRACT 1` GRAVEL LAYERS BETYLm-EN TH MAIN7=-NAEVGE PROVIDER AND PROPF-RTY ONNEtZ !4� .PE eL-z.s (s� 57.a" MUST SE SUflMITTEED TO THE �JFFOLK COJNTY DEPARTMENT Or- � 9e•Q/C� � y" � � 0 AM'D AUXLDING PERMIT DATA MAY 04,2Q23 HEALTH SERVICES (SCDP5) PRIOR TO APPROVAL OF THE: I/A �,! t� s-1 �J SPOT ELEVATIONS 6 PIER LINE MAYS 2024 WATRINBROWN CLAYEY ONT5 RE6E5TRATION E5Y THE 5cnE�5 IN ACC.ORDAANGE KITH `'��py�pF �kE��L��L�P� ATA z 2 $AND WrTH A.RTtr-LE 1q OF THE C4JFFOLK Gt'9VNT'" SANITARY COVE;. O * � �� F QixG~11,�Q�4. &RAVELr Mym EA 2 2 70.0' 5. ,AFZCHITECT TO VERIF'r FLOOR ELEVATION(5), WATER TNWALLS ATIO DUNE 25.2025 BROWN PINE TO COARSE: SAM (sm 40 0 20 40 80 120 Pr. rr. T6n HF6HEST E Scale: 1" = 40' xP1=c:TED 6W EL22.$ JOS NO.2022-OQ64 DW&.2016_=3_2022_W84_bpr5 1 OF 3 SURVEY JOB NUMBER 1A14Mp Alb p 11 I III= 0 2025 Brian Shore,Architect GUARD R 42L AS PER taEw PORK 400 09tr4tYdBP AVBnUC1, ftivencead, Neaw York i tge71 STA-M Bt11LRTN6 M is rvt E AS SELECTED av c�v,�veR)�`. t&l. b31.127Z'03 rax. 631.721.0144 admtn� oungengtne�rtng,com 1z' Hos�ard f 'roung, Land 9rveyor - cat�c RZTA1aalhtG r`�u.�.. "' T .� FM64. "- - Thomas G. fNot}aert, ProFc5elonol rdhglneer �= �• c w a t? 4 p t. {� tapuc3lps >^. Adoms, Pr'oFesaiomcll Engineer 0 1@' -mow, - Dole! A. Neover,Land Surveyor� H �1B" 4--14 (4 0 i8' p4 A i2' .. 6' 2'-S' 3'-9 #4 0 iB` f4 0 18' 4-/4 14 0 le 14 0 12' lit �-`�y e.+, • 12 7' 2'-6" 4"-2 {4 0 14' #4 4 14" 4-04 #4 0 14" p4 0 12" MlH~~`,;' w - -WEEPNaLf t 8' 2'-8" 4'-B" 14 0 14- [4 0 14" 47/4 /4 0 le J15 0 12" `' '' '4"•MAX.r•.16" 9' X-2' 5'--2' F4 0 11" /4 0 11- 5-f4 #4 ®11" 11 a 12' .~ .� ®'TV 3'-7' S°-9" /5 C 12" f4 O 12' 5-'4 /3 {9 f 2" �5' fB 12' „. . FTR Aft. FILTER +:i,.. FABRIC BANKA(srirG- f hll3TE; , FYNISPEL3 St1RFACE 4F REY'A11,Itg6 WALLS p .; _;s.•_w', _ k MAY BE CONG#E1'F FOkMUNN PATTERN 04 MA SdNPY VWFFR =,• ;.= ;:� qy r+ •xt�. g. PROVIDE EROSION «7 CONTROL SILT 1 FENCING LINE OF CLEARING. TIC AL fZEINF01RZED C.0NC FZETE i;ZETAININ6 K6 LL 77771Q GRADING A GROUNI) / / , • , r , f f/ f / �o ��• _ DISTURBANCE (14,253 SF) 11ct f ` t" y`' f,� _ g ' r EXIST NG WOOD 03, }- ` DECK, POCK WALL / EASE '1r � POND TO BE �- PROPOSED LOCATION DEMOLISHED T_ � 2 STORY FRAME HOUSE \0 "`'�,C \ ,6 Q /f c�t C A RA 74..�. r0 ' GE (4 BEDROOM) ..._ GAP-ACE EL = 60.50 r t ' � ; ' __ qAV T BAS ENGINEER'S CERTIFICATION EMENT EL-61 _ ! \ \ �8 ` .00 �` ✓ f I''..'.l ''�-- �.., .� FIRST FLOOR YN CO Nb + 0 1 j 00 ry f t! /t � r. ww ` � 3}��h i `/ A � � �``:� , r rf s�.•.", � ��r" •v-s-9 i�� r. 4' 4��.( !1 l 16 ' tt 1 .% 1 � � ,'" • it !' !f ryj �"�' y �' �'�i ��--ice��,.�'-�'-,`. �(�, . 1 a K HOWARD W.YOUNG,N.Y.5.L5.NO.45893n F'F. L ,v co �1 't'NOMAS C.WOLPERT,N.Y.S.P-E,NO,61483 f '� air f Usk DOUGLAS E.ADAMS -!��! ,N.Y.S.P.E.NO,80897 i Z66 �� r �� r...r 6 ` ,�Di M;_ Oda► 65.� -_ -- C � ' r t'� 1 Q 30-btA- :> SURVEY FOR taw �/� s r/U , ,� E Qr ,. 7.1 FOUNDATION TO - --5 a , � pp N � � � �: F �, ..,� ,per, _ �'.� �!5 �- �'` 2 ,. � at Southold, Town of Southold BE DEMOLISHED . si- v' L`'•-. � _ 6f I�...65 .5 / t;`: �, Suffolk County, New York n R{� 6, y3 � I Ica 6';6 6 15gg k. Li - Q ��`'I --...,�.,� , �'`. -' 8�z, TREES TO BUILDING PER SUR�E� ASPHALT •. r 1,- .REMAIN — - DRIVEWAY TO BE DEC < NSE 30" it County Tax Map aiwrir_1 1000 Section .50 Block 02 Lot 4 REMOVED Q � .::� --- -� "`�"`• ��_ �` �ice-``' .�� t �4C tii , , �aPERECONI MAY 10.2022 J7. MP PREPARED APR.19,2023 r 6 N , � v ,�3 Record of Revisions p �x .r:J7.1 ` N l t:' ' REYISrON DATE bATA MAY �`66 ` `" `58 7 `` ln`°f / . / AMEND Eva I S AE FRIER LINE MAY+g'2024 IPLE ZRA ip J 16�5 "ZJ5 ✓ /` .� M� � �� Q 04 0 C p �'60.� .., 1 0 L1?Fl - ...._"1T.��.'M3�,�.4�3.5�5 NO 20 0 10 20 40 60 ' �C .q�� w °,,-► Scale: V' = 20' JOB NO,2022-0084 DW6.2036_0003_2022_00134_.bpr5 3 OF 3 SITE LAN JOB NUMBER 11 AID (),I 7(MS Brian Chnrc• Srehitart F �- B-1 B-2 B-3 UNIFIED SOIL CLASSIFICATION (EL.104.2(')GROUND SURFACE (EL.109.30')GROUND SURFACE (EL. 102.30)GROUND SURFACE soa cRoUPs TYPICAL NAMES AND SOIL SYMBOLS ems. E ORa GW WELLGRADEDGRAVELS,GRAVE-SANDMIXfURES,UTi'LEOR NO FIN ES 1 1 18 4 1 1 13' (CX s) 1 14JI�L POORLY G RA GRA 0 ROOTS,GRAVEL DK ERN.SILTY FINE 84N0, Rom• GP LITTLE OR NO FINES (SMHFILL►(7) Flom {SMHF�LH7i GM 91lTYGRAVELS,GRAYEL-SAND-51LTMIXTURE \ 2 a• SRNJ BAN.SILTY SAM, 2 18 (SMXFfLLH7) 2 18 DK®RR!SINe.SAID, • GRAVEL ( � OKOWFIVESAND.TR. 00't9.(iw+vEL EtTTLE T ROCTS,UTLEw 5 (SP-SMHFILL)(7) a GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE 5 3 1 • 5 3 1s (SP-WiHFILL7) • • * 3 1 0 Sw WELL GRADED SANDS,GRAVELLY SANDS.LITRE OR NO FINES e e 14 4 1 • 4 15 ! 4 19 • ( SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES !! 9RNJ TAN F•M SANG,TR SILT • ERK SAND.TR SILT,GRAVEL • .. ERN.SAID.TK OLT GRAVEL • • 1S ?{ I • ( SM 81LT1ISANDS.SAND-SILTMIXTURt8 e f 5 1 (SI'H3b) • 5 18 { �} • 5 1e ! :1 10 1 Q ! 10 SC CLAYEY SAND$,SAND-CLAY MIXTURES a ^-^ 5 t • 6 17 ! 6 1a e ' ML INORGANIC SILTS,VERY FINE SANS.CLAYEY WIS,SLIGHT PLASTICITY • e • GL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY.GRAVELLY CLAYS SANDY CLAYS CLAYS • 5 ° 5 • OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY (� 15 SRMNTA5711— GRAN0.TR.SILT. INORGANIC FINE Y OR 7 1 (S'H3a) • 7 1T e 7 t 81LTY SOILS,ELASTIC SILTS • LR K SILTY SAW.TR.fkiA e b GH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS (SM)(3I1) a traa 600.s H3&),iifiMfEL ! OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS SRN.&VTR TR IALT,GrRAVEI • 2Q O 2Q • ! Pt PEATANOOTHER HIGHLY ORGANIC SOILS g 1 ) $ 19 c g is ALLOWABLE SOIL BEARING PRESSURES,N.Y.C.BLDG.CODE TABLE 1806.1 ,�•-- • e 1 ! /2ASSOFMATERIALS LNXSRWALLOWAELE MURAUMAtLOAARV p piwrta0l FOUNDATtONPRESSURE FOUNDATION PRESSURE 00PROCKPIOTE9 2a 7) NU 9RN.8AN0.7R.GRAVID„ • SRN,SM1D,7K GRAVEL,s14T Ll1N. UTTL"TR.GRAVEL, 25 (S } ® 25 ;�H33a) 0 25 YTTLE SKT 10 MODIUHARD M ANNpDRROCS-MAR�BL.'E,8E3RPEN�TINtE� 4400 3 o ;157 1 • 9 20 • 9 19 {SPSM}(3e} e• 10 sPLERt�W FROCK-&WE,SANDSTONE 20 1,918 9 1d SOFT ROCK-YWATNEItEDROCK S 78S END OF BORING 2T-0" END OF BORING 2T-0" END OF BORING 2T-0' 2snranc�VRanGRAVE1laxDPLCNOTE83,4,aaal W 20 18L ffi MEDIUM 8 $75 (� 4\Vll ItfINCAS81111 CLASSIFICATION luLU.INOJSBIRI CLASSIFICATION NOSBIRI CLASSIFICATION 3,Da DENSE 1NNxRIAJRR30asroc,GM,swsP•alla3cxNO1Es4,as,a s 575 Sa MEDIUM 3 287 4. rs aCHXNOTES.a4, t7 WIN 4. 11 HAM 479 Ib STIFF ,. `_r',:'ur, fi, •?''•;:. �1.:�.,'. j f :" `, ,, '{ i �$' a ', �,� ,e 4C MEDIUM 2 19¢ .c;�t• x mKxwmm Sv 4. So DENSE i tib MEDIUM 1.8 144 it. - t• ` '�� 4 {' - �,1. -�.' i: ,$•''< °tk, curs aRtvuacsi. caaudc ,L+EATs,soFTcur Ta a ' 1 SEE M132.1 SDE a 8V.D LOOSE I;RANRllAR SOi.S. AIEVED SLT3 °s .v a DR," T.COtRRO11E0 INCONSRRM1.I31 F718 8EE 1�ZZ l063.9 $EE tlOB-4.2 CR,900].3 Y COMPACTION RELATE O COMPA D T N SLOWS PER�^r O SPOON R FOOT +M •x .r• SAN S1 t a LT&CLAY a. r ,3 r n 4 LOOSE 5 r • H�' l 1 OR LESS SOFT 1aoRL.EsS MEDIUM 18 TO 39 MEDIUM 11 T029 RC' HARD 30- DENSE OR .•�.' OR MORE yy � a : ,y k ;., ICI Nr, T N" STANDARD TEST T RD PENETRATION TE 0E !CF �>'•::- c" ."w"'' "�, CrR'sPDRxi. NI4A•lflR, ALL?.t: P .y: r �4 S d a '0"9•`'�t"iy : kk ;, SPOON BLOW COUNT ISlIEriERA1 LY SF101M4 IN 8•I�S FOR 7 DRNE"f• ''SA :t :3 .. Nw'17 BI,L)VVS =. . s a i s, - �' >� PER FOOT „ �� -. <. c. TO 019'TAIN BLOWS PER N U� N 3 3RD 8•,� " FOOT RICb2FJRtEN7' : b V, r. , OTARY CASblG EXTRA HEAVY CASING. '��`'In SAMPLE SPOON 1 ti .. `'`: SIZES,INCHES.' 2.0 as r ...., A; . Ig HAMMER WEIGHT,POUNDS 40 ti !�j �,v.x k .� a' z i MER F INCHES 30 f a xsd`: v` 1 SOA.CB [•.O'�PER DR ND4STURf4 8A M t� n -CAAl34Sti FOGS' NE I>a"" Fr¢a• ,} SB-SPOONBLCMS PER RpX8VE NO SAMPLENU MFlFL ti onY ,a, P .PUSHED BY V4FKRHIT OF HMIA:R FEET-DEPTH FROM C3N.SLR.N07ERAT EACH S w �• VYDR •VA3OIii OF ROD VYOH -MVElOITT OF HYIMSAER rtRfX.UDES ROD };4M +�• «t .�" i " `•-.- a ., '� R -OUAMITY OF SAMPLE RECOVERED �t t 3' `, •�~�c:Ea` q'd f°° �', • ':• TH LIABILITY of l0 MECHANICS DfOl1IN0 CORP..ITS IFF,cERS aR EMPLOYEES,FOR ERRO RS,OMSgN k i h'Y• £r+ •a' OR NEGLIGENCE RLSi1LTKi Rt PERSONAL INAIR OR CAPRSEQUBITiAL q N3S PNDPERT'!DAiMAE DAMAGES E I1iRITED THE OF THE FEE PART OR tISEOF PART TO AieotnRT FOR .THE ANY of TtEB'n d TM RENRoNrT E RETfNNION REPORT N pML1.CON5TTNIE AN A(XE ANCE CFTIIS LJMINED LIABILRY.IF THIS IS URWCEPTABLE.THE CLIENT MUST : , .. NOT,FY8pLilECNANICB ORtI1N0 OORP.RLYPRRINL9 EYCERTIFIED MNL,NRTHM SEVEN DAYS FROM THE DAI7EOF 1rgC9P'T.THE FOR ATKNN OF LIR�RY Y,H tB FIFE CHARGED TI•S REPOIRT IS I,ASi370N Tt�ilUT N:Fi THE EB• E+, \4�y!^v J ,r. F OF BENCE OFIN�A6RFflA9ti: UABE.RY ME THE CUENTYVVRTSA NIC#fER UMITAlIONI SOIL CHAkiCS DFttLlRai ti •. 'a +' TE NEGOM DIE EA8E0 AN,GNE CORP.MALL UP'OtR RPEE SENNO XANGEDFOR THE R. C AD01'il01ULASSINAP'TION OF W s r Y LtS DRILLING P itA LIASILIIY.BOi.MECHANICS ILL IIO�COW CfFICERC OR FAIPLbYEEa VE NO I:IABILNIV OR REBP'ON31 BR.- ..o •T x v E .": .v 1 •: '-s 1TYTOPERSON80TH THAN THE CLIENT FOR+ANOMTNIBRLPORTWASPRI�'ARED.ANYONE OTHER THANOUR `,;c: k' "�- .`+ .?�•� CLIENT RELES ON THIS REPORT AT SHFIR L11AA1 RISK •'t S k T" 1 S K, ,F i.k f F' .. •f..• � `T t , i, M,t v t, t w• r a t 37 y- erg. S i t e �I , , t' I� _ y 1. SOIL MECHANICS DRILLING CORP. subsoil inve t i At a n s r • y's''•-- = pµme' 'e 3770 RERR[C DAD SEAFORD NEW Y?RK 11783 618-221.2333 :: :.> '� •• � ",� f s'y' , .. `•C pry „ ,•Cy+ , •' : r�"•' ;,;�`..: •,.�":•.: '`rt, #1800HY T'CROAD NOTES: w - x L -SUBSURFACE INVESTIGATION- , 1.-SOLDESCRIPTIONSAREBYVISUALEXAMINATIONOFSOILSAMPLESRECOVEREDDURINGDWUNGOPERAiIONS. BODING LOCATION PLAN 2.-SOIL DESCRIPTIONS ARE iN ACCORDANCE WTH THE UNIFIED SOIL CLASSIFICATION SYSTEM. 1'"20-0• SCMJTH M,SUFFOLK COUNTY,NEW YORK S.•NO GROUND WATER WAS ENOOLINTERED TO THE LOWESTOEPTH DRILLED. 4.-SOIL STRATIFICATIONS ARE ACCURATE TO VNTHIN TWO FEET VERTICALLY. gERTE 0.-ELEVATIONS WERE REFERENCED TO B.M.-AT TOP OF CASING OF NEW WATER WELL ASSUMED ELEVATION AT 100.9. 8 AtTtL �. t�4(�7-3 S.-SOIL SAMPLES WERE OBTAINED USING A STANDARD 2.O.D.SPOT SPOON SAMPLER ADVANCED INTO THE SON FO RMATKIN VIA THE USE OF A CENTRAL MINE EQUIPMENT(CRC} PT AUTO-TRIP HAtt4MLER(1408.RAWER 8 30•DROP} +3,`11 vv T J ARRR 2L75 14 SNEFTT 1 OF I. SOIL 50RING AND IFIREFORT JOB NUMBER : A - e_jv ®2025 Brian Shore,Architect I 400 Ostrander Avenue, Riverhead, N6pi York IIg0I tel. 6BI.'T2't.2?05 fax. &51.F2T.CJi� - SvrZEr AIR VENT GAS rlF°c� �Y Tug-Tire erdrrtltl�yat�ngenc3Tneesrin�.coat FWMIN FROM ANY DOOROR V*00 ) ' ---20° 0eyociaf 41' PVG � « 2 STORY 4" F�1/G t� RI�aERS GOVER25 1.C�C7`% MIN. FRAME H0Lr--B 2.00% MIN. Pi[T1•I 5AFETY LILT LAST Hawclrci V'I. Yaunr�, La�'€cI 5urvevor TC P Thcmo5 G. Notpert, Profes�Tanal Ersgfneer 6 SEDRGOM '� MFG 5'r' TUF-TITS OR, OR Do .. Douglas E. Adams, ProPm5loral Ertglmaer FEEL-61_0 APPROVED EQUAL Dcmtel A }^iAavar, Lund 5urvouor - RIM-60.o F-L=60.0 CONS. cQ R HEALTH DEPARTMENT USE (� iE-�b.b8 LE`,/EL 1 PROVIRE: GLEAN OUT AT a'>n-1C0U-AQ iE=SPS.00 tu FACE OF- SUILDIN6 ? (SEENOTE711 €tti Uj SANITARY NOTES r` I.ALL rz+dT V6-1T€oN To BE IX A 40"ANGE KTH WMIOLK C couNre HEALTH CVRARPMENT 5 lIC.E IR NTS. €440 6AL.GAFAGITY I/A OWTr' �(SEEENOE 7) t a,ALL r TO VC HEAVY cvrY CAST IPVN FR,A1�AXA MD_. AN400 MF6. BY WDRO-ACTION I CCVM r-Al L PO,,VW PAT.•I=C,CR APPROVW EC:VAI- SEE DETAIL FOR O NT5 C� S.ALL 3TR fURZ-5 TO BE P'P.EGA°ST W4CRET-4000 PV. COMPONENTS 4.AEI_PREt, sr cam SLAMS 4 PftCCA5T CCW-R.ETE COVER$r L PAS.W4AVY VVIY TPAFFFIC BEAMNS PF,pVVl Tb. j -SPT +�C�.C�C� n` 3.BOTTOM OP LEAGHtN6 POCL-5 SHt3.i_FSE PLA'M A MINTMJM Or 3 rM-:r A50YE H154 T E:XPECTW GRDLMYtA•'rM t b.Tie MAXIF'€AN DISTAWF-FROM FIX€SI-W 6!ZA77E TO TOP CP SANITAR'r LEAGHIN& POOL SEE NOTE [ SLAB 544ALL 5E 25 FEET 400 SF5WA ( 6'STDATA OF 9,1.EA ANl9€O-M-`+"S ALL HAVE A MINIMIM 3 FOCr WLLAR NICvFf RO NZ7 MTED�.�� 1 P CP d&RAYS C�'ROUNI7 WA€�.R (s>r ors SW sozu) OF C4-FAN 5Arus. ( SEE"I ,E S '- S.EXCAVATION rOR LEACHING POOLS MIST Frhm-'M 4TE A I MINIMUM OP 6 FEET two A VIR6INSTRATA OF 940 e 6F-okvr; � i \_ 9ELCK T!-BOTTOM Of THE PR-.ro? t]7 L9Af..HlNry POQL�. SGAt 17-- NTS METER 1INCIOMIN19 SERVICE R ' ENGINEER'S CERTIFICATION ° I HEREBY CERTIFY THAT THE WATER SUPPLY(5)ANb/OR SEWAGE D15P05AL g€ 13EI7iGATT SYSTEM($)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY N 20 AMR•' DIRECTION.BASED UPON A CAREFUL AND ~ I THCRNOTU*6H$ s_S„ IL, C GIRGIT DREAKER ST AND GROUNDWATER CONDITrONS,AL-FAL n'li EPANEL CONSTRUCTION STANDARDS IN EFFECT AS OFFCO j 12aV, (� SERYIGI» �T l-''"`"''°'• � i..'��',�"�r.a � C'� "'�.',� <; REMC?T'E F'LG HYDRO-AGTION HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n '., t(j 6 fi':'6� y, - CONTROL G}KTa THOMAS C.WOLPERT,N.Y.S.A.E NO.61483 QPES��P C�P.OUN17 PANEL DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ELI�GTR.lG> L C7NE-'Liles L?1r�CRAM SURVEY FOR ---�� scA.LE: NITS a at Southold, Town of Southold REMOTE rLc. CoNTROL IN5ULATT:'7� VC-AATHE 5uf folk County, New York rA'NEf_ NiTH I-Tpb /-REsi5TANT E NcLC?5(:R- R BUILDING PERMIT SURVEY Q L ..._- 10 to County Tax►hap District 1000 Sevthon 50 Clack 01 Lo! 4 D NGRc.TE I'AD FIELD SURVEY COMPLETED MAY 10,2022 MAP PREPARED MAY 11,2022 Record of Revisions } ° REVISION DATE ."„_._..__••---3 -4�u ��n .a2Q22 2 FIN. 6RADm- �j {1 a AMEND BUILDING PERMIT DATA MAY OA 2023 d q SPO - - — - - W _ .._.._.._ ___ C lEk LINE A TANK, PRE/PUMP d0D © ' �d I1QQ�E:. B LQIN RPl�T�7ATA C_7CT�10 O a KIT. SIG 2 TANK CONNECTING 'STANDARD d• Q Oa 1?%-UPLE- - G ASSEMBLY, RE-CIRVLATTON 245 CO�PIFTF ------- ---------_- ------ �?EC•�� 2024 MUUF E A 2 2 ca D AN400 W/ PLATFORM COMPLEM WAALL5 o ° AIR. LINE TCt ELf1GTRiG 5UFFLY LINES W-AL LP�Q ----- � 2 2 TREATMENT UNIT TQ TREATMENT UNIT �j i c io] a °/green from the ground up AN400 245 NlTP,0Cv1EN PC-PUCTIC. N S"'rSTrzM COWROL PANEL 4 51-01AER Scale: as shown 256ALE2 N75 5GALE c NTS JOB NO.202Z-0084 DWG.2016_0003_2022_0084 bpr5 2 QI=3 SANITARY 5Y5T M DETAILS JOB NUMBER Alb 11 AA 02025 Brian Shore,Architect t ..... ........ ... , I I r f•, 1 ne.+.�sr..•,,Trrrn• �. ; I ! ....... .... . . . ...... ..... .. El El � .............:............... .................... . .... - I I I ...... .......... - __ -- --I ; L t bf.0'NA14D 19W Y' I rr €.. FT - ............ I ..I r" i I I . - (p I. .Y .v.rt:r : a: i'� �.1. is%' ... .... .........: . . ....,... .... ..r.... •L kt I I I;I :.:..::.:::... , A 4." t 3 •a • •.4 Y '� I , a.: ..... i i I — ` t i 7741 �.- �� : I ! i I � I .i.•< t\!gam/� I N f .. ,. i :>. I .... i I __ ...................... _.._...— a.... �_ . I Bf-bWER 1 : , %f. ... -.-.-... -_..-.. - -----{.-.-..-.. _ �_ .. {yy, F- IJ .......... 4 I i I I I .......�..�.._ �..).._...._._I. ..................1. I I I_L.........�.�.... . .............................. .. I I I{ ' ..-._�-�..i............ :' � --------...- I... .. .......... ' ---- I.I..... ...I,.L...�... 11 ...........LIi 1 III . .I I I ;..L.l.. I I .. __ I � I I I :II II II II : II li II !I II II fl II II II :; >.... ,.L,L.........h...l..l.............�..i.-; I I I I....------I E'_ ----�--L---.-...-.--�-�--.-...-_�-I ....:. :......:.:. .... ......'....:.: . ::::. :.:.::.:.:..'..'.:. .:24 ::::.:. .:::. a a .4 I.I I.I k l 11 i I 11 I I i.l I I I I I I.I I i I..i +a 4 Fp ARc :.' GOLUMN5 i OPEN TIELLI5 ON RETAINING WALL �`V TRASH TR44 TRAW ��N SH `..^ Ci ,. 4-11 a .•. 3Z*o .. ..,,-....:.. �.- .. .�:..e>.:. "sr;,:..:rr. .... ',•. • ..teE •a• .•'. .• ••. ;'i. .'•3 4 'a< ..%' ••t ,. i �♦,r - -i�ET�4CNINCx UJ�4L -;i�T,4CNINC� WALL : — 1 d 'o 0 0 0 0 .� A!C 1��4ND5C�4�'E 00 1 x,I�`rJLL_'��{�' 1 10 SCREENING 0 0 FLAN 0 00 00 f ET IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS PROPERTY LINE ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL BE QTY. 50TANICAL. NAME COMMON NAME 51ZE ROOT 5�-',4CING PROSECUTED. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND MEASUREMENTS IN THE FIELD gT 9 : f ' ' I AND BE RESPONSIBLE FOR P INU5 5TR05U5 WHITE PINE 4-5' HT. 13415 10' O.G. FIELD FIT AND QUANTITY OF 1. P1.ANTItaA i0 I MtJ1.CND WORK NO ALLOWANCES SHALL BE MADE IN BEHALF 1, TEMPORARY IRRIGATION IROYID3D FOR NEW PLANTW35 OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. SCALE 1/A11=11_011 DRAWN BY JET % \ S ILEX OPAGA AMERICAN I•°-IOLl..Y �4-5' SIT. 545 10' O.G. DATE �a AUG 25 REV. REV. REV. 41 MORELLA NORTHERN 3 GAL.. GONT, 4' O.G. REV. PEN5L.YVANIGA f3AY8ER Y JOB NUMBER At 35 ONOGL,EA 5EN5ATIVE 1 GAL. GONT• 2' O.G. 5EN5151LI5 FERN _ 1 �