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HomeMy WebLinkAbout49011-Z �SUEFnt,t�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o 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#: 49011 Date: 3/10/2023 Permission is hereby granted to: Tiliakos, Michael 99 Bourndale Rd Manhasset, NY 11031 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: \ t 5_l aq I 1500 Stars Rd, East Marion V JAffi SCTM #473889 f'lc - d r Sec/Block/Lot# 22.4-14 Pursuant to application dated 10/31/2022 and approved by the Building Inspector. To expire on 9/8/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $769.20 CO-ADDITION TO DWELLING $50.00 Total: $819.20 r Building Inspector 64Wit.0 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) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D D V DD PERMIT NO. ` Building Inspector: OCT 3 1 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDIlvG DEPTH applications will not,be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. TOWN®�SOUTQOL�D Date:10/25/22 OWNER(S)OF PROPERTY: Name:Kathy_ and Micheal Tiliakos SCTM# 1000--22.-4-14 Project Address: 1500 Stars Ln East Marion Ny 1.1939 Phone#: Email:miketiliakos ahoo.com Mailing Address: 1500 Stars Ln East Marion Ny 11939 CONTACT PERSON: Name:Katherine Samuels Mailing Address:25235 Main Road Cutchogue NY 11935 7 i :khone#:631-235-1177 Fm; : ate@samuelsandsteelman.com l DESIGN PROFESSIONAL INFORMATION: Name:Katherine Samuels Mailing Address:25235 Main Road Cutchogue NY 11935 Phone#:631-235-1177 Email:kategsamuelsandsteelman.com CONTRACTOR INFORMATION: Name:to be provided at time of permit issuance Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure @Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes @No 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes 8 No IF YES, PROVIDE A COPY. 8 Check.Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as prwided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Budding Department for the issuance of a Building Permit pursuantto the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buddmgs, additions,alterations or for removal or demornion as herein described.The applicant agrees to comply with all applicable laws,ordinances,budding code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections False statements made herein are punWm le as a Lbm A mbderneanor pursuant to Section ZM45 of the New York State Penal taw. Application Submitted By(print name):Katherine Samuels BAuthorized Agent ❑Owner Signature of Applicant: Date: 10/24/22 STATE OF NEW YORK) /gyp SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named,/ (S)he is the I-1'C EN l SA 46PS 44-V0 (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 �a�1 day of 20 27i Notary. EREIDAA.®ARv NOTARY PUBLIC,State of N@w Yolk No.01 BA60791Ia Qualified in Queens County PROPERTY:OWNER;AUTHO'Rl2ATION' QOmmissionFacpiresAUqua1g, -10 (Where the applicant is not the owner) Katherine and I, Michael Tiliakos residingat 15.00 Stars Road do hereby authorize Ka t h e r 1 ne Samuels to apply on ©y behalf to the Town of,Southold Building Department for approval as described herein. Katherine Tier .s 10/2�5f20�22 AvvIf Owner's Signatur Date Print Owner's N e z L FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(1ST) H -------------------------------- FOUNDATION (2ND) �s z o 0 ROUGH FRAMING& Al PLUMBING r INSULATION PER N.Y. $� y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS z m X cro, oA X O �z H x d b H S A M U E L S & S T E E L M A N 25235 Main Road Cutchogue,NY 11935 2/27/23 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O. Box 1179 Southold NY 11971 RE: Building Permit application for 1500 Stars Ln Dear Building Department official, In response from email on December 27,2023 regarding building permit application for 1500 Stars Rd, the following changes have been made.The garage application will be submitted on a different application after health department approval. See attached documents. 1- Provide codes(2020 NYS Residential and 2020 NYS Energy Code) a. Please see page A-11.1 2- Provide geographic&climatic criteria a. Please see page 5-1.1 3- Provide type of new girder to be installed on north side of house- a. See updated plans 2.1 and bubbled area 4- Specify crawl space construction details a. See page A-9 for construction details 5- Label which windows in each bedroom meets egress a. See page A-6.1 and A-7.1 for notes on elevations 6- Show locations of smoke/CO alarms a. See page A-3.1 7- ResCheck based off 2018 IECC a. Please see attached 8- Plumbing riser diagram _ a. See page A-10 3"iedJ42{eat.il Uut t4 uaeke 411C o�,y i2is�a�t��, ;.a w���.aa,�a�to�.��. .�u�a�a e��, kate@samuelsandsteelman.com or 631-235-1177.Thank you, ►otz 301i i MAR U c 2023 70Wj4 OF S0U`H®LD Area= 20.589 sq.ft. 0.47 acres MA �L �� �ry�E B`���AryRARY�V�MR rtTND pNR0 7'�4, L5 r�S A 4flAND purCtNa,%- DT�SICR�V pt Mg��TMy uCp CA►w"ou rCVIa„7�,d,,� 7wN P'AMi4e ARE Np7pRA,p��� 4C p TM�_N�110RK STATC ON �ps�L S1 M ROAD ,5�Y TO TS NdGC ODPY BE CRED Tp C NY p.ON'N,MTMO TNCRvrr 'y7Cp 'AL CNL AND AND - CS ARE hLTr ERABCE R LOT 11 �a saraDau.ms 4m Jm 9,I9a 1u RD.915 a NM424WE 195.57 w'mJ. .4+f•.�.f e.� on— by es1A rCt Iu ASPINLTPAt+aItENf\ � �_�� � MEU✓1/ n, � •�•• O ` U f0..`tl.l,r f.n L / 'pe fA OR IV" y o e e f S70tIl �` „p e ar+r.` VW Dgm-am 9om 4 awl n� / O7p �t FOMENCE N \ AP 2:b LOT 10 •:� o ar CU 4 a � po r Ya I •:AO FW474( W 3 \WU 196.54f LOT 9 �I 10 RE NXiz y,s z � OF Ngh, yqP�oH'I 1��hT LO n Q �8060 O J Certified to: ROAID TO Bank MAN Advocates Abstract, Inc. S R25 Survey of Lot 10 Michael & Kathleen T)liakos W OF SW&RM AWX-SECAM f RED J M 9. 1969 TU NO.5315 situate of � East Marion LAND SURVEYING Town of Southold Mlntovllle@aol-com SUBDMSIONS Suffolk County, New York TIRE A, MORTGAGE SUWM TDPODRAPNIC SUW.%'s Tax Map #1000-22-04-14 ,A110 PLANNERS SITE PLANS 30' October 2. 2020 UW4 Scale � _ G RAPHIC SCALE JOIfN efINTO. I-•B• PNDNC (e71) 724-4832 jo M0/04�OMV•,Nm euAn*oA rAft: a e.Se 1e p a° G0 Mb tD.A{fAR UC.MO ..AN ( Jf 124- OH SMITIITOIrN IIOUL£VAIlO SUITIITOBN. N.V. IIppT r, ' 777)f,71 r{e d \tv-'L h1 ,,ch D fl fl -D�nll—r C(_,.t! f\1f"1r� CGenerated by EScherk Web Software �J( Compliance Certificate Project 1500 Stars Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 NDDJ Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1500 Stars Road Michael Tiliakos Katherine Samuels East Marion, new york 11939 1500 Stars Road Samuels and Steelman Architects East Marion,New York 11939 25235 Main Rd 5167074192 Cutchogue,NY 11935 miketiliakos@yahoo.com 6312351177 kate@samuelsandsteelman.com • 9 Compliance: 40.0%Better Than Cade Maximum UA: 903 Your UA: 542 Maximum SHGC: 0.40 Your SHGC: 0.32 The 1/6 Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Enyglope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,110 54.0 56.0 0.010 0.026 11 29 Ceiling:Cathedral Ceiling - 800 56.0 58.0 0.009 0.026 7 21 Skylight:Metal Frame w/Thermal Break €0 0.530 0.550 5 6 SHGC: 0.35 Wall:Wood Frame,16"o.c. 1,800 19.0 22.0 0.025 0.060 35 84 Door:Solid Door(under 50%glazing) 24 0.530 0.320 13 8 Door 1:Glass Door(over 50%glazing) 24 0.260 0.320 6 8 SHGC: 0.23 Window 2:Wood Frame 357 0.270 0.320 96 114 SHGC:0.32 Floor:All-Wood Joistfrruss 760 52.0 54.0 0.009 0.047 7 36 Floor 2:All-Wood joist/Truss 1,150 24.0 26.0 0.019 0.047 22 54 Basement Wall:Masonry Block w/Integral Insulation Wall height: 8.0' 9,200 12.0 14.0 0.037 0.059 340 543 Depth below grade: 7.0' Insulation depth:7.0' Project Title: 1500 Stars Road Report date: 03/01/23 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Titfe: 1500 Stars Road Report date, 03/01/23 Data filename: Page 2 of10 RE deck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.for each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. , ,.i..,. :,.,...il i+;::r�:...in..•...,.;: 1„-......so+.;"':•,m: ir,:v+,M.': .•,\'!. •..Ysk-. .,.Y �.t.. ect Y % y.r h. „y Plans Verified"" ,jField.Verified' "-- ;`r". '-: :a 's;};�, #� k` Pre llnspeetion/PIan;Revrew Complies' Comments/Assumptions , da Valu Value � e 103.1. ;Construction drawings and lr ' , a a vv y i wt f s ❑COmpIIeS ; 103.2 :documentation demonstrate G� ` ,,�" i„ uw Sa r ff(,``"° &< ,IJ❑Does Not [PR111 ;energy code compliance for the w Q J y:'. ; L ;�" ❑Not Observable building envelope.Thermal r !s M ;envelope represented on El Not Applicable ;construction documents. 1103.1, ;Construction drawings and .,f"'s'„:s;.;$;,,i _' 'y'`'%7" -°s.;;rK:;«."';r;,i'H❑Complies ; 103.2, documentation demonstrate ti ❑Does Not 403.7 ;energy compliance liance for P � £w:ti JPR31 i lighting s It. and medianical systems. a °t SL! t' C ❑ Not Observable �'l�-mYa ;Systems serving multiple y;i 4 ONot Applicable ;dwelling units must demonstrate e riAr compliance with the IECC Commercial Provisions. `"r:. ^w >,_ ,`W, ,•. ';.^ z a,;,,; ,Heating and cooling equipment is Heating: Heating: ' ,❑Complies 401.3'� i-,-43sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2'72,"�� ``'on loads calculated erACCA ' :- 4,' P Cooling: Cooling: ;QNot Observable �: Manual I or other methods Bt hr Btu r ONot Applicable N a`r approved by the code official. PP Additional Comments/Assumptions: f 1 High Impact#Tier 1) 2>�'Medium Impact{Tier 2) Impact(Tier 3) Project Title: 1500 Stars Road Report date: 03/01/23 Data filename: Page 3 of10 7'' # ?Ic6mmenirs/ 402.1.1 :Conditioned basement wall R- R- ClComplies ;See the Envelope Assemblies [F0411 :insulation R-value.Where interior: R_ R- ;E]Does Not table for values. 1 :insulation is used,verification :rnay need to occur during :C]Not Observable :[]Not Applicable :Insulation Inspection.Not ;required in warm-humid locations: :in Climate Zone 3. ElComplies 303.2 "Conditioned basement wall EF0511 insulation installed per LJDoes Not ;manufacturer's instructions. E]Not Observable E]Not Applicable 402.2.9 ;Conditioned basement wall ft ft E]Complies See the Envelope Assemblies IF0611 insulation depth of burial or UDoes, table for values. Not :distance from top of wall. :E]Not Observable !E]Not Applicable 10J 1 'A protective covering is installed omplies to protect exposed exterior E]Does Not insulation and extends a LJNot Observable minimum of 6 in.below grade. E]Not Applicable "Sno and ice-melting system ��,'qcicomplies controls installed. yh -,[]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: Higb Impact(Tier 1) J';x`:�,'J Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 1500 Stars Road Report date: 03/01/23 Data filename: Page 4 of 10 . .` ' Project Title: l5O0 Stars Road Report date: 03/01/23 tl 1110 I me n S � 408'3.T".;Ducts declared to be within the W 'tm ro plies [FR28]3 conditioned space are either 1) '7Q E]Does Not completely within the continuous..- air barrier and within the building , []Not Observable V,­I­Wr,,p Nw, -""thermal envelope,2) buried E]Not Applicable �4 ceiling insulation in WF, Mp,'.,f 142-�, n��,I'V W 4accordance with Sec tion and the air handler is V M,N" located completely within the continuous air barrier and within -g-0 W, the building thermal envelope and the duct leakage is<= 1.5 J JCfm 100 square feet of g, 0�141`lffih_,�,;dp 1�0, _Iil'conditioned floor area served by R K"'L, 41he duct system,or 3}the ceiling N3 --n insulation R-value installed ­4 "'T, W ,against I ainst and above the insulated duct>=to the proposed ceiling R- insulation R-value,less the value of the insulation on the W HVAc piping conveying fluids I R- i R- IlComplies above 105 QF or chilled fluids TIDoes Not '`)Ibellow'55 9F are insulated to>--R- 3 :E]Not Observable 1 �DNol:Applicable 3 t 403.4.1 ;Protection of insulation on HVACy ray Dcomplies [FR2411 piping. E]Does Not YA A-) EINot Observable EINot Applicable water insutated W ft- 1 R- 463��',153� Hot Dcamplies, "NI TIDoes Not 0 UNot Observable IONot Applicable ElComplies 403 6_--"J;-.'Automatic or gravity dampers are installed on all outdoor air E]Does Not intakes and exhausts. []Not Observable 0Not Applicable Additional Comments/Assumptions: F-11 High ImpaLt(Tier 1) �iurn Impact iTier 2) Low Impact(Tier 3)Project Title: 1500 Stars Road Report date: 03/01/23 Data filename: Page 6 of 10 Y T] 6n fid- 66Vahue mintp/ftsulffl i plans Verified Fib d'Af C Insulation'll Value3 Comments/Assumptions; 6� -,)'All installed insulation is labeled Elco mplies or the installed R-values E]Does Not provided. PAEINot Observable E t Applicable r 4 1 N o 402A.1, Moor insulation ft-value. R- tl R- ;UCompfies See the Envelope Assemblies 402.2.6 1 table for values. Wood El Wood T]Does Not [IN1]1 Steel 10 Steel ZINot Observable 1 ;E]Not Applicable 303.2, !Floor insulation installed per A— ,E]Complies 402.2.8 :manufacturer's instructions and E]Does Not [tN211 ,in substantial contact with the -qk 0 [Not Observable underside of the subf[oor,or floor , (framing cavity insulation is in E]Not Applicable ;contact with the top side of sheathing, or continuous insulation is installed on the 7, underside of floor framing and �extends from the bottom to the ,top of all perimeter floor framing 402.1.1, !Wall insulation R-value.If this is a: R- R- iUComplies See the Envelope Assemblies 402.2.5. �mass wall with at least 1/2 of the 1[:]—Wood woo d ;E]Does Not table for values. I 402-2.6 ;wall insulation on the wall o E] Mass El mass :E]Not Observable [IN3]1 exterior,the exterior insulation E] Steel Steel �E]Not Applicable requirement applies(FR10). 303.2 Waft insulation is installed per Q orrvpties C_ [IN4]1 !manufacturer's instructions. E]Does Not Not Observable 1 E]Not Applicable Additional Comments/Assumptions: I]High Impact(Tier 1) 3 Medium impact ffier 2) tow Impact(Tier 3) Project Title: 1500 Stars Road Report date: 03/01/23 Data filename: Page 7 of 10 , ` ProjectTitle: ISOO Stars Road Report date: 03/01/23 . , . . Project Title: lS0U Stars Road Report date: 03/0I/23 �A Puns VeriftedFie OM s sump,ions men, :Valuee" i" Value eq. 13; 40.1;`10.13 ,Outdoor heated pools and Complies t,�:,"o outdoor permanent spas have a E]Does Not vapor retardant cover. a V [:]Not Observable Not Applicable 404.1 90%or more of permanent Ocomplies [F1611 :fixtures have high efficacy lamps. El Does Not 1! E]Not Observable E]NotApplicable Fuel gas lighting systems have Elco mplies continuous pilot light. E]Does Not -:5 A []Not Observable r W ONot Applicable Compliance certificate posted. '*,1E1Com plies E]Does Not -]Not Observable ,,,,1E1Not Applicable Manufacturer manuals for Elcomplies and water heating ElDoes Not ,,;,,'Systems have been provided. E]Not Observable 1 Applicable Additional Comments/Assumptions: I High Impact(Tier I I -,,F. Medium Impact{Tier 21 o 3 IL wimpact(Tier J Project Title: 1500 Stars Road Report date: 03/01/23 Data filename: Page'10 of 10 I w Energy Efficiency Certificate s . Above-Grade Wall 41.00 Below-Grade Wall 26.00 Floor 50.00 Ceiling / hoof 110.00 Ductwork(unconditioned spaces): e . . Window 0.27 0.32 Door 0.53 0.23 ,SkyUght 0.53 0.35 . . Heating System• Cooling System: Water Heater• Name• Date• Comments 4BULDING D AS NOTED PLUMBER CERTIFICATION DATB.P.# ON LEAD CONTENT BEFORE FEE: BY: CERTCFICATE OF OCCUPAN' NOTI DEPARTMENT AT SOLDER USED IN WATER 765-1802 8 AM TO 4 PM FOR THE FOLLOWING,INSPECTIONS: SUPPLY SYSTEM CANNO 1. FOUNDATION - TWO REQUIRED EXCEED 2110 OF 1% LEAD. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ; ,.;.,P. L(J[BJN( i REQUIREMENTS OF THE CODES OF NEW .-ALL PLUMBING WA&E YORK STATE. NOT RESPONSIBLE FOR AWATER:LINES NEED; DESIGN OR CONSTRUCTION ERRORS. r~(=� ,E.COUER1I4G.__ COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL dNSRECTION REQUIRED _301-40-G-TOMI PI ING BOARD STEES NYc n� Must provide Manuals D, J and S as per NYS Energy Code vCUPANCY OR SE IS UNLAWFUL WITHOUT CERTIFICAT Blower door OCCUPANCY and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code ARCHITEC rS: 1500 STARS ROAD RENOVATION x�'y KEY PLAN HAIN LINK FENCE S � . M EU E L S & _ ___. .. ---...__..........._.......____..... .___ __...___ -__ _ ._ . __.__...___--______....__._..........__... WITH GATE fence cor. ENT S � EZ5235 MAIN OAM A N __........ 0.8'S 10 2W NCRE�E MONUM 1 CUTCHOGUE,NY 11935 co O ,S�C1tON 1 1 fence pS �R�S�Woo FS No.5315559 - CONSULTi "ITS: i TILITY POLE MppO �uNpg 196gFttE _ 1 EXISTING CHAIN LINK FII.Ep to , 1500 STARS RD - - O 1 -< ....Q STRUCTi1 'AL _ _ _ '� A I L B OX FENCE fence cor. N - - - LANK 1� (!� CO. -' ` SL MARE, ,,,A &ASSOCIATES T WITH GATE _ C, CHAIN , - 18$-04 WE =T MONTAUK HWY 1946 PHONE:6 728,9480 R 40 ) ,� F�NC c�E71 Sop, S OW 0 NEW STEPS-- \ 9 42 h A 10 0 OWNER: w �7litR, ° EW AC TILIAKOS 1500 STAR ;LANE till 43 --• I EAST MAR ON, NY 11939 o EW ADDITION EXI ate C� 0 9 - o REVISION,, GARAGE C� 750`SF 0 PERMIT Si T 10125122 BIDDING 4 =T 11/15/22 c PERMIT Ri VISIONS 2/28/23 ° EW WOOD DECK m z / 4 D ° ©° RESURFAPE D a I w C77v j A P[JALT PAVEMENT NEW COVEREco .............. _._... _........... . _ .._. ------ ° ° D DRIVEWAY PORCH n I;o OWNER. a D o EXISTING PAT( q _ ° D ON GRADE 119'_11" o r° _ NEW STONE SURFACE EXISTING v -� KATHY AND MIKE TILIAKOS n ►Z '£Z [� I - 1000SF IN GROUND 1500 STARS LN v EAST MARION NY 11939 45' I EW STEPS pppL _ J 40 x 20 Q NEW STEP SCOPE OF WORK: STONES zo cr INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING NEW ADDITION k C� _oAo 1� uo"T ONE-FAMILY DWELLING. � S'80 SF EXISTING 1 pRG Q p,R Y _ —-I- - 0 a - NEW STEPS i STORY RESIDENCEDRAWING LIST. LINE OF EXISTIN o HAIN LINK , , S-1 TITLE SHEET, SITE PLAN m '�. HOUSE BELOW I Z-�_- ' FENCE Ill NOTESO I O ' A-0 CELLAR DEMO AND CONSTRUCTION PLANS NEW COVERED"" O A-1 1 ST FLOOR DEMO 'O - � PORCH ——'""- A-2 1ST CONSTRUCTION PLANS 46�"3 1 C N -" I m,r ° CONCRETE A-3 1 ST RCP/ELECTRICAL PLANS C � J_,_.._ --'' I !J r r � -p T' ICI --J 1 E (STING AC A-4 ROOF PLAN - ( r- ._ A-5 PROPOSED SOUTH AND WEST ELEVATIONS C, m N CK 1 N _.. - O A-6 PROPOSED NORTH AND EAST ELEVATIONS CT1 Z. RD SETBA I �r,,, ,,_•- 1� (n EXISTING >. A-7 SECTIONS '��„ S ..-�► FRONT YA _ — �, o I : m - fenCecor Z NN A-8 SECTION 1'n 40 -0 L, 10,4 A-9 INTERIOR ELEVATIONS � � � .--•----' O I � 1 *•. O —'` EXISTIN CHAIN LINK _ - c� 04240v " 0A-10 INTERIOR ELEVATIONS -g FENCE S719 A-11 INTERIOR ELEVATIONS { Q FENCE N SITE INFO: _ X - - X - Ix angle 9F— UTILITY POLE _ ! f _ X � O I � X NCE 1.3S oN 1 LOCATION: 1500 STARS LANE EAST MARION NY 11939 ENTwl, X _ X WIRE, F'E TYPE: RESIDENTIAL GRETE ,MONUM ,c %` NpCRES�w00pS5315 W TAX MAP #: 1000•-22.-4-14 ` N x - A - 'i MPP 0�SO11 Eg 196gFiLENO. ZONING DISTRICT: R-40 0 co _ X 541 FLED�pN 19 SITE AREA: 20,592 SF OR .041 ACRES " ` PROJECT I�DRESS: 1500 STAR LANE GEOGRAPHIC INFO: SITE NOTES : EQUIPMENT OF UTILITY COMPANIES. EAST MAR :ON, NY 11939 CLIMATE ZONE: 4 1. ALL EXISTING CONDITIONS INDICATED ON THE PLANS TO BE 6 INVERT ELEVATIONS AGENERAL ND O SEWER CONDITIONSINDICATED R OWNER SHALL FIELD VERIFY ALL PROPOSED SITE. PLAN FEMA ZONE: NOT IN A FLOOD ZONE REMOVED OR RELOCATED ARE TO BE SO EXECUTED IN A - - --- ---- PRIOR TO CONSTRUCTION, ARCHITECT ASSUMES NO MANNER THAT WILL NOT DISTURB ADJOINING AREAS OR RESPONSIBILITY FOR INFORMATION CONTAINED IN SURVEYS SCALE: 32"=9'-D" DATE: 2.: 23 CONDITIONS WHICH ARE TO REMAIN. OR SEWER DEPARTMENT RECORDS. SURVEYOR: 2. EXTREME CAUTION IS TO BE TAKEN DURING DEMOLITION, TO SCALE: JM LAND SURVEYING OBSERVE ANY VARIATIONS OR UNFORESEEN DRAWNB' KJS JOHN MINTO LIC NO 49866 DISCREPANCIES IN THE PLANS AND REPORTED IMMEDIATELY CODE INFO TEST HOLE REGISTER D ARCHITECT STAMP. TO THE OWNER. 93 SMITHTOWN E30ULEVARD SMITHTOWN, NY 11787 ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE NO SCALE RED Alec ALL EXISTING SITE CONDITIONS DAMAGED BY EQUIPMENT, BY MARK McDONALD (�\S��E,IEA/�S h'iT MACHINERY, OR CONSTRUCTION, ARE TO BE REPAIRED OR PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND FLOOD ZONES: GEOSCIENCE ,, REPLACED TO THEIR EXISTING CONDITION PRIOR TO CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY ALL PROPERTY IS NOT LOCATED IN A FLOOD ZONE. CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL SOUTHOLD, NEW YORK 11971 3. FINISH GRADE TO ELEVATIONS AS NOTED ON THE GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE r { LOT COVERAGE CALCULATION: CONTRACT DOCUMENTS. CUT REMOVED FROM NEW CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE TEST HOLE DATA 9/19122 ELEV. + 17 ALLOWABLE LOT COVERAGE: 20% (4117.8 SF) EXCAVATED AREAS IS TO BE USED FOR FILL WHERE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS SHALL + PROPOSED SF: 4112 SF REQUIRED TO OBTAIN DESIRED GRADE. BE SECURED AND PAID FOR BY THE TENANTS CONTRACTOR(S). _ 1.0 FT. DARK BROWN LOAM OL `s�qT 04436 F 4. ALL FILL MATERIAL SHALL BE SOIL OR SOIL-ROCK MIXTURE APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE 17' 0" OF NEW FAR CALCULATION: FREE FROM ORGANIC MATTER AND OTHER OBJECTIONABLE FOLLOWING: SITE AREA: 20,592 SF MATERIAL. IT SHALL CONTAIN NO ROCKS OR LUMPS OVER BUILDING AND STRUCTURAL 2020 CODE 5.0 FT. BROWN SILT SM TOTAL ALLOWABLE SF: 3,350 SF SIX INCHES IN GREATEST DIMENSION AND NOT MORE THAN SMOKE AND CARBON MONO. 2020 CODE DRAWING SHEET NAME: 15% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2 SAFETY NOTICES 2020 CODE 9,0 FT, PALE BROWN AND BROWN FINE SA D SP SITE PLAN TOTAL SF OF NON-ACCESSORY BUILDINGS: 1,897 SF 1/2 INCHES IN GREATEST DIMENSION. MECHANICAL 2020 MECHANICAL CODE SANITARY/SEPTIC: 5. TOP 6" OF NEWLY GRADED AREAS IS TO BE TOP SOIL RAKED PLUMBING 2020 PLUMBING CODE SEPTIC SYSTEM TO REMAIN IN PLACE. NO INCREASE IN NUMBER FREE FROM DEBRIS, STICKS, STONES OVER 2" IN SIZE AND ENERGY CODE 2018 IECC 17 FT, PALE BROWN FINE TO COURSE SAND SW OF BEDROOMS OBJECTIONABLE MATERIAL. CONTRACTOR/OWNER IS RESPONSIBLE FOR NOTIFYING ALL "' I�j � - UTILITY COMPANIES AND VERIFYING LOCATION OF SAME COMMENTS: NO WATER ` ` L IU II ' _ DRAWING SHEET NO: PYRAMID LAW: UTILITY COMPANIES LINES, SERVICES AND OTHER POSSIBLE ENCOUNTERED , r , 2 ryII7� VAR 0 ';OMPLIES. SEE DIAGRAMS ON N-1 '' --- II!s'LV 0�• ARCHITECTS: 1500 RENOVATION - STARS ROAD TIML� S A M U E L S & GENERAL NOTES RESPONSIBILITY OF THIS BILITYAPPLICATION ARE NOT THE CODE INFO PLAN LEGEND. RESPONSIBILITY OF THE ARCHITECT. S T E E L M A N 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH 25235 MAIN ROAD CUTCHOGUE,NY 1]935 WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CODES AND ORDINANCES HAVING JURISDICTION AND BEST OF THE ARCHITECT. CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY STANDARDS OF CONSTRUCTION PRACTICE. 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF L _ _ _ ] DEMO WALL 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO CONSULTANTS: SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL EXISTING WALL THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE TO THE ACT. BE PERFORMED BY THE OWNER CONTRACTOR; ALL PERMITS STRUCTURAL SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES SHALL BE SECURED AND PAID FOR BY THE OWNER SL MARESCA &ASSOCIATES ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT USED IN THE PERFORMANCE OF THE WORK SHALL CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT " NEW WALL 188-04 WEST MONTAUK HWY HAMPTON BAYS NY 11946 OF CONSTRUCTTON, THE CONTROCTOR SHALL BE CONFORM TO THE STANDARDS OF THE BUILDING. LIMITED TO THE FOLLOWING: PHONE.631.728.9480 RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE BUILDING AND STRUCTURAL 2020 CODE DUPLEX RECEPTACLE OUTLET HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR SMOKE AND CARBON MONO. 2020 CODE 220V RECEPTACLE OUTLET OWNER: 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR SAFETY NOTICES 2020 CODE QUADRAPLEX RECEPTACLE OUTLET TILIAKOS DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF WHICH CUSHMAN &WAKEFIELD INC. ACTS AS AGENT" MECHANICAL 2020 MECHANICAL CODE 4p HALF HOT RECEPTACLE OUTLET 1500 STARS LANE THE FINAL CERTIFICATE OF OCCUPOM;Y. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE PLUMBING 2020 PLUMBING CODE Q"P WATER PROOF RECEPTACLE OUTLET EAST MARION, NY 11939 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING A,,��iII,, CONSTRUCTION MEANS METHOD, TECHNIQUES, WITH ANY WORK AND REQUIRED INSURANCE IS TO BE ENERGY CODE 2020 NYS ENERGY `II'GFI GROUND FAULT INTERRUPTOR OUTLET SEQUENCES OR PROCEDURES, OR FOR THE SAFETY MAINTAINED AT ALL TIMES DURING CONSTRUCTION. CONSERVATION ) HIGH HAT FIXTURE REVISIONS: PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HO SURFACE MOUNTED CEILING FIXTURE PERMIT SET 10125122 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS GENERAL STO RMWATE R I. FOLLOWING PERMANENT STABILIZATION, PAVED AREA k+ SURFACE MOUNTED WALL FIXTURE FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE (> SURFACE MOUNTED SPOT LIGHT THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL POLLUTION PREVENTION SYSTEMS SHALL BE CLEANED AND FLUSHED AS $ SWITCH NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY NECESSARY. THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE NOTES J. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION $D SWITCH DIMMER DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT AND PROPER MAINTENANCE OF EROSION CONTROL PH TELEPHONE THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. MEASURES. INSPECTIONS MUST BE PERFORMED EVERY THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL POLLUTION CONTROL MEASURES SEVEN CALENDAR F TELEVISION MAINTAIN CONTINUOUS INSURANCE ,COVERAGE IN ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF DAYS AND IMMEDIATELY AFTER PERIODS OF RAINFALL SAD SMOKE DETECTOR STATUTORY POLICLES (WORKER COMPENSATION, ETC.) AND SOUTHOLD, CHAPTER 236, STORM WATER MANAGEMENT GREATER THAN ONE HALF INCH. MAINTENANCE MEASURES FC-M-1 CARBON MONOXIDE DETECTOR GENPRAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 AND EROSION AND SEDIMENT CONTROL MEASURES ARE TO INCLUDE, BUT ARE NOT LIMITED TO, CLEANING OF SURFACE MOUNTED CEILING MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING SHALL RECHARGE LNG FAN COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT BE EMPLOYED DURING CONSTRUCTION: BASINS, SEDIMENT TRAPS AND DRYWELLS, CLEANING EX/F EXHAUST FAN SHALL BENAMED INSURED ON ANY AND ALL POLICIES. AND REPAIR OF SEDIMENT BARRIERS, REPAIR OF BERMS F SURFACE MOUNTED FLORESCENT FIXTURE 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY A. EXISTING VEGETATION TO REMAIN SHALL BE AND RUNOFF DIVERTERS, AND CLEANING AND REPAIR OF CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA PROTECTED (BY INSTALLATION OF CONSTRUCTION FENCE INLET PROTECTION DEVICES. UNDER CABINET MOUNTED FLORESCENT FIXTURE T SURFACE MOUNTED LIGHTING TRACK TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE OR OTHER APPROVED MEANS) AND SHALL REMAIN K. DURING CONSTRUCTION, THE CONTRACTOR WILL LNSULOTED CORES. THE INSULATION PROTECTION AS UNDISTURBED. COMPLY WITH ALL LOCAL REGULATIONS CONCERNING THE � EXTERIOR WALL MOUNTED FLOOD LIGHT INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS DISPOSAL OF SOLID WASTE AND DEBRIS AND TOXIC AND Tp EXHAUST FAN STANDARDS. TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE HAZARDOUS WASTE, AS WELL AS SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN 7. THESE DRAWINGS AND SPECIFICATION ARE LENGTH OF TIME THAT AREAS ARE EXPOSED. A MAXIMUM SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. INSTRUMENTS OF SERVICE AND SHALL REMAIN THE OF 1 ACRE SHALL BE TEMPORARY FENCING SHALL BE ERECTED AS SHOWN ON PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR DISTURBED AT ONE TIME UNLESS WRITTEN PERMISSION SITE PLAN ALONG WITH THE PLACEMENT OF DUMPSTER'S Q WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT IS GRANTED BY THE NYSDEC. GRADED AND STRIPPED TO CONTROL THE BUILDUP BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF OF DEBRIS. THE CONTRACTOR SHALL PERIODICALLY SKY PLANE DIAGRAMS OUTHORLZATLO14 OF THE ARCHITECT. TEMPORARY SEEDING CLEAN UP ANY DEBRIS ACCUMULATED ALONG THE O 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE AS REQUIRED. SEED MIXTURES SHALL BE IN TEMPORARY FENCE AND EMPTY THE DUMPSTER'S SHALL BE INSTALLED ACCORDANCE WITH THE SOIL CONVERSATION SERVICE REGULARLY. 0) IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE RECOMMENDATIONS. INTERCONNECTED PER CODE. C. BARE SOILS SHALL BE SEEDED WITHIN 14 DAYS OF THE CONTRACTOR WILL REPORT ANY REQUIRED 0) T OPERABLE WINDOWS TO BE EXPOSURE UNLESS CONSTRUCTION WILL BEGIN WITHIN MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD / \ 9. ALL BATHROOM WITHOUT O / \ MECHANICALLY VENTILATED OS PER NEW YORK STATE 21 DAYS AS SECTIONS ARE COMPLETED, OR IF CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE >- CODE. CONSTRUCTION ON AN AREA IS ENGINEER/ARCHITECT FOR REVISION OF THE SWPPP / \ Z 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT SUSPENDED, THE AREA SHALL BE SEEDED WHERE APPROPRIATE. HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE IMMEDIATELY. GOVERNING AGENCY OR AGENCIES. A. SEED PREPARATION - SCARIFY SOIL IF COMPACTED,DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED REMOVE DEBRIS AND OBSTACLES SUCH AS ROOTS AND STORED ON SITE Q BEFORE START OF ANY WORK AND DISCREPANCIES OR STUMPS. CONSTRUCTION MATERIALS SHALL INCLUDE CONCRETE / \ VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO B. SOIL AMENDMENTS WOOD FORMS, BUILDING LUMBER AND ASSOCIATED METAL \ Q THE ATTENTION OF THE OWNER BEFORE PROCEEDING. 1. LIME TO PH 6.0 ATTACHMENTS, PRECAST CONCRETE SEPTIC/DRAINAGE o Lo co 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE 2. FERTILIZE WITH 6600 LBS OF 5-10-10 OR STRUCTURES, PREFABRICATED BUILDING COMPONENTS o — o W CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED EQUIVALENT PER ACRE (14 LBS/100 SQ. FT.) (WINDOWS, DOORS, CABINETS, FLOORING MATERIALS, BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN C. SEED MIXTURES FINISHED ROOFING AND SIDING MATERIALS, LIGHTING ' THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL 1. TEMPORARY SEEDLINGS FIXTURES, PLUMBING FIXTURES), GYPSUM WALL BOARD, 16'-8• 28'-10• GOVERNING AGENCY. A. RYEGRASS (ANNUAL OR PERENNIAL) @ 30 LBS.BATT AND RIGID INSULATION, PIPING FOR PLUMBING, PROJECTADDRESS: 13. ALL WORK OF: THE VARIOUS TRADES IS TO BE PER ACRE (0.7 LBS PER 1,000 SQ. FT.) OUTDOOR PAVING MATERIALS. PERFORMED IN ACCORDANCE WITH STATE AND LOCAL B. CERTIFIED "AROOSTOOK" WINTER RYE WASTE MATERIALS SHALL INCLUDE DEMOLITION STARS LANE EAST CODES, AND ALL OTHER APPLICABLE AGENCIES AND (CEREAL RYE) @ 100 LBS. PER ACRE (2.5 LBS PER 1,000 SQ.MATERIALS FROM THE EXISTING BUILDING STRUCTURE, ASTMAR/ON, NY11939 SKY PLANE DIAGRAM: EAST TO WEST SECTION STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS FT.) USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER.UNUSED BUILDING MATERIALS AND PRODUCTS, TRASH HEREINAFTER STATED OR IMPLIED. 2. PERMANENT SEEDLINGS - SEE LANDSCAPING FROM CONSTRUCTION WORKERS MEALS AND DRINKS. NTS 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS PLANS PROJECT SITE SHALL HAVE A DUMPSTER THAT ALL WASTE CONTRARY TO THAT REQUIRED BY THE APPLICABLE D. THE LENGTH AND STEEPNESS OF CLEARED SLOPES MATERIALS WILL BE TEMPORARILY STORED AND DATE: 10.25.22 GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. DUMPSTER SHALL BE EMPTIED WEEKLY BY A PRIVATE SCALE. THE ATTENTION OF THE OWNER, AND CORRECTED IN RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED CARTING COMPANY. DRAWN BY. KJS ORDER TO CONFORM TO THOSE GOVERNING SLOPES. / \ REGISTERED ARCHITECT STAMP. REQUIREMENTS. E. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT / \ 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC / \ CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE ROADS OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS ARCHITECT OR HIS REPRESENTATIVE. SHALL BE INSTALLED ALONG 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF THE LIMITS OF DISTURBANCE PRIOR TO THE START OF /5 <1�F A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL WORK DESIRED BY THE OWNER. CONSTRUCTION IS COMPLETE. / \ 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND F. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE RECONSTRUCTED TO INSURE DURABLE STRONG MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM \ -� CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A BEING TRACKED ONTO LOCAL ROADS. THE — — — COMPLETE WALL.. CONSTRUCTION ENTRANCE SHALL BE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS MAINTAINED UNTIL THE SITE IS PERMANENTLY ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. STABILIZED. ANY SEDIMENT TRACKED ONTO PUBLIC DRAWING SHEET NAME. REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, ROADS TO BE REMOVED OR CLEANED ON A DAILY BASIS. as-��� PRIOR TO ANCHORING PLATE. G. ALL RUNOFF SHALL BE RETAINED ON SITE IN NOTES 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM ACCORDANCE WITH LOCAL REGULATIONS AND THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, APPROVALS. DRAINAGE INLETS INSTALLED ON SITE SHALL SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE BE PROTECTED FROM SEDIMENT BUILDUP NTS NOTED BY THE OWNER. THROUGH THE USE OF APPROPRIATE INLET ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE PROTECTION. DRAWING SHEET NO: H. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. Ael ARCHITECTS: NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTiNROUGH REQUIRED BEFORE WIRING. 4. CONFIRM WINDOW SlIZES BEFORE PLACING ORDER. S A M U E L S & S T E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULTANTS: STRUCTURAL SL MARESCA &ASSOCIATES 1 2 188-04 WEST MONTAUK HWY HAMPTON BAYS NY 11946 PHONE. 631.728.9480 OWNER: 20'-6' 24'-8 1/2" TILIAKOS 1500 STARS LANE EAST MARION, NY 11939 8" 19'-2'1 8" 6'-11" 6'-6" INE OF STAIRS ABOVE pI 79 REVISIONS: •• �• `••• •• •• ; •�•'Eln: a ,_ • 'a • '•, • •• r . ,• •••� , I7T — 12"DIAMETER SONOTUBE PERMIT SET 10/25/22 r• •a •r, > „ . v :. : ' SET 36"BELOW GRADE(TYP.) . •. •• . a• • !: • • — BIDDING SET 11115122 ' ' ?! : •: (3)2x8 FL SH TR.WD. AArr ''��FFPERMITREVISIONSZQ8/23 :• * m '� • sFVEI(Y,'C A . INE OF DECK ABOVE NEW FLOOR STRUCTURE •" a , V . . ON NEW 2"CONCRETE SLAB. •.• ;�,; ' • .. •.j• •.�' • i N NEW FLOOR TO MATCH OD : a • ; •• • ' ••'„� '!: N EXISTING HOUSE FINISH _ I • •' a '• 00 •:_:'� ( N x 00 FLOOR ELEVATION. `r ' ,. : • •' (3)2x8 FLUSH TR.WD.Ar o NEW FOOTING SEE SECTION— • • .' ;.• • .. • !'a~.`• ,a4. a p • •' a I •• '�..�;� . !Y' .4 • i I VIDE#5 REBA DOWELS I `O RO •+JT� n •' a 2 Xg 16" J • '• ~2 X,8•( 16''F'J'a t• @ 12"OC 18"LON -6"INTO i ' @ f ' s• • . EXISTING FDM :1 . !: i • ! • . . a • '••>. ' i' :,.• ' • ••� �'' GROUT SOLID TYP EXISTING BASEMENT �:•_• ' . , ,'..;.. , .a• . , " HOPPER WINDOW(TYP) 1,.� i:�•^..• „�;� ••mot' � .r'ii �—��14+� �r I F-47 ° ° Zd° c dGI °° ° , z XISTING FOUNDATION WALL I r2 X 8 @16"PT. F.J. ° D \ 2°X 8 @16"PT. F.J. ° r`Ti7 ^z d° ° ° el p -0 u' I °d ° °� °° ° ° d N C O °d � r d , ed @ I C EXISTING FOOTING SEE SECTIO rn I ° ° ° °°d ° °° d ° °° ° ° ° � d d d (` I ° ° Ao a EW 31 O.D.PIPE COL' I N ° °1 ° ° ° ° ° wi 20°x 20"x 10"P.C. FTG e M I ° ° ° ° d° ° ° ° ° ° ° ° ° d ° ° XISTING METAL POSTS(TYP) ° ° 1AD O EXISTING GIRDERIs V J d 4 u° °d° °d A ' I° ° d e ° ° e NEW 3 z"O.D PIPE COLUMN W I ° ° ° ° ° °°� ° 30"X 30"x 16"P.0 FOOTING ° ° d °° X O ° EXISTING ° ° z IT! v J ° I � d XISTING FOUNDATION WALL v , NEW FLOOR STRUCTURE ( ° °° ° ° d ° ° CRA WL ° ° z Q I ° ° ° ° ° ° e ° EXISTING ON EXISTING SLAB ON GRADE. @ O NEW FLOOR TO MATCH EXISTING HOUSE FINISH ° d °°° ° d °° °° ° ° SPACE,° Lad° ° BASEMENT w FLOOR ELEVATION ° ° ° ° ° XISTING FOU DATION W LL (� ' ^ co � ° d v W v 9'-10" , _N °�° N " ' ! �• 'I a 2 X 8 P.T. LEDGER v :-I • '+' • ° • ..•'. •' �.• � � � r l•::' W 2-1/4"TIMBERCOK PROJECT ADDRESS: i • • „ .� :.. �.4 •�'�:(V C A� �•1 • �. ROVIDE#5 REBAR DOWELS I p N _ � a• ;• .. * SCREWS @16" 1500 STARS LANE � v � - <., •': ••.;a • •' • ' .. '�:• � :� . .!. • ,� ��rr..��p•n' � • , ..• @ 12"OC 18"LONG-6"INTO 0 p •� •:,• .: .: ��;� • �: •; �1rfit�rE�.•:. '�' +• ;J �a EXISTING FDM y EAST MARION, NY 11939 rn T @ rn I „ • .• •' •:;: • • ! : GROUT SOLID TYP N O OD X 7-1 I) \----NEW FOOTING SEE SE TION o 7-1 19 DATE: 2.2.23 O x8 FLUSH TR. o SCALE. 3 2X8P.T.GIRDER— T -3- P.T-GIRDER- DRAWN BY.� KJS N 101/2" 8'-8" REGISTERED ARCHITECT STAMP: 9'-6 1/2" 9'-6" 7'1 8'-1 1/2" 16"DIAMETER SONOTUBE ��RED AlZc SET 36"BELOW GRADE(TYP.) �C2� E JEANS�/TF�, \—POST ABOVE(TYP.) 7'6" 16 6 1/2" � li �G EW FLOOR STRUCTURE A €:' A r ON NEW CRAWL SPACE. VUNE OF DECK ABOVE * �' NEW FLOOR TO MATCH STAIRS ABOVE EXISTING HOUSE FINISH 'y FLOOR ELEVATION ROVIDE TRIPLE D.J. BELOW ,9��04436 COLUMN ABOVE. PROVIDE SIMPSON OF NEW HZ.SA HOLD DOWNS.COLUMN TO GIRDER. PROIVDE BASEMENTCONSTRUCTION PLAN SIMPSON ABA66Z CLAMP GIRDER TO SONOTUBE DRAWING SHEET NAME. SCALE.1 /4"=V--0" BASEMENT CONSTRUCT. PLAN DRAWING SHEET NO: ARCHITECTS. NOTES 1. EXISTING DIMEN,►IONS SHOWN W PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. ..'�^- bn 4. CONFIRM W1ND01/V SIZES BEFORE PLACING ORDER. S A M U E L S & S T E E L M A N DEMO WALL TCH MAIN ROAD G J CUCHOGUE,NY 71935 EXISTING WALL CONSULTANTS. NEW WALL STRUCTURAL DUPLEX RECEPTACLE OUTLET SL MARESCA &ASSOCIATES 188-04 WEST MONTAUK HWY 220V RECEPTACLE OUTLET HAMP ON B7YS NY01946 PHO48 QUADRAPLEX [RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET OWNER: QWP WATER PROOF' RECEPTACLE OUTLET ��{{ TILIAKOS 0GFI GROUND FAULT INTERRUPTOR OUTLET 500 STARS LANE Hi HIGH HAT FIXTURE EAST MARION, NY 11939 -�- SURFACE MOUNTED CEILING FIXTURE I-- SURFACE MOUNTED WALL FIXTURE REVISIONS: SURFACE MOUNTED SPOT LIGHT PERMIT SET 10/25/22 SWITCH $D SWITCH DIMMER / \ PH TELEPHONE / \ TELEVISION \ C Fs-/-Dl SMOKE DETECTOR \ CM] CARBON MONOXIDE DETECTOR - f X SURFACE MOUNTED CEILING FAN EX/F EXHAUST FAN EXISTING GRAVEL TO BE REMOVE CK ANDI I F SURFACE MOUNTED FLORESCENT FIXTURE / AND BACKFILO EDINGS TO BE REMOVE UNDER CABINET MOUNTED FLORESCENT FIXTURE T SURFACE MOUNTED LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT J EMOVE EXTERIOR SIDING I I EX/F EXHAUST FAN AND WINDOWS THROUGHOUT 59'-6" pC SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN I \ i LI II EXIST. -J1 UI �I WALI,IN I Q CLOSET\ I EXIST. II I � —I EXISTING II II EXISTING DINING RM BEDR00 E OVEAL EXISTING O PLUMB URES KITCHEN EMOVE ALL CABINETS L \ APPLAINCES,FINISHES F / /� M WOOD FLOORIN -�/ � r\ � \ � � I I TO REMAIN V J � N \ 1U \ 1✓ / REMOVE ROOF FRAMIN N �- REMOV ROO RAMIN f / EXIST. n I EMOVE ALL "' ♦ OO PLUMBING FIXTURES a TILE Q I / REMOVE DROPPE u ( N O EXIS�NG CEILING ) �) BfZROOM / O ROOF FRAMIN CL. Lo u) EXISTING TO REMAIN REMOVE WOOD FIRE / LIVING RO I W /REMOVE ALL STOVE AND CHIMNEY / / EMOV LL DOORS / WOOD FLOORING / J CL. ( / REMOVE ALL n � EXISTING / WOOD FLOORING I I BEDROOM PROJECT ADDRESS: II 1500 STARS LANE EAST MARION, NY 11939 19'-10 1/2" -�- _ CL. WOOD FLOORING N EXIST. TO REMAIN � EXISTING ENTRY DATE: 10.25.22 PORCH SCALE: DRAWN BY. KJS 18'-10" REGISTERED ARCHITECT STAMP: DECK TO BE REMOVED.ROOF TO REMAIN. PROVIDE TEMPORARY STRUCTURE AS NEEDED G\S REDgRC 4 E,1F�stii�t` r 1ST FLOOR DEMO PLAN SCALE.1 /4"=f-O" DRAWING SHEET NAME. 1ST FLR DEMO PLAN DRAWING SHEET NO: ARCHITEC -S. NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. CEILING DIMENSIONS AND MATERIAL ON RCP/ELEC PLAN. 3. PRIOR TO DEMO, WA/_K THROUGH REQUIRED. 4. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. S M U E L S & 5. CONFIRM WINDOW SIZES BEFORE PLACING ORDER. j S E E L M A N 25235 MAIN ROAD L _ _.-- !-- ___- DEMO WALL CUTCHOGUE,NY 11935 / EXISTING WALL CONSULTi "ITS: NEW 'IIIIALL I STRUM) 'AL 'A &ASSOCIATES DUPLEX RECEPTACLE OUTLET 188-04 we MONTAUK HWY HAMPTOP .3AYS NY 11946 220V RECEPTACLE OUTLET PHONE: 6 '1.728,9480 QUADRAPLEX RECEPTACLE OUTLET HALF HOT RECEPTACLE OUTLET 19' 1/2" 24'-101/2" OWNER: (I�wP WATER PROOF RECEPTACLE OUTLET TILIAKOS Ti I 1500 STAR ;LANE (�GFI GROUND FAULT INTERRUPTOR OUTLET I s'-o" -5" s'-o" 7'-1 1/2" a'-10" 12'-11^ EAST MAR ON, NY 11939 RE HIGH HAT FIXTURE: SURFACE MOUNTED CEILING FIXTURE i HEADS 9 L VL RAILING PER ODE AND SPEC F- - SURFACE MOUNTED WALL FIXTURE I N A REVISION; A L SURFACE MOUNTED SPOT LIGHT O 3'-4" T-2^ 4'-2^ a'-1" 4'-0" PERMIT Sf r 10/25/22 $ SWITCH � PRIMARY o BIDDING 4 T 11/15/22 $D SWITCH DIMMER BEDROOM } VISIONS (JJJ I � 2/28/23 PH TELEPHONE l NEW WOOD FLOORING NEW IPE CATHEDRAL CEILING w V TELEVISION ` _ . S/D SMOKE DETECTOR Z9 DECK m o) 2X10 PLATE SET IPE DECKING _ CM CARBON MONOXIDE DETECTOR ON LOWER ROOF N (V X SURFACE MOUNTED CEILING FAN ... ...................:....................................... .r N .. ......................................... ... ..._<:.................. ........... ........ ..............._ EX/F EXHAUST FAN .. A w _6^ 12'-41/2" 10'-9" O F SURFACE MOUNTED FLORESCENT FIXTURE ° 16'-11/2" EWPOSr iv x V-5" V-11 112" T-r 1/2" 4% w 2'-2 1!2" V-6"V.I.F UNDER CABINET MOUNTED FLORESCENT FIXTURE 2'a 1/2 T-11/2" - - - ID T SURFACE MOUNTED LIGHTING TRACK NEW ROD �' 11D A AND SHELF A80 E � ID 5L EXTERIOR WALL MOUNTED FLOOD LIGHT 3P a- '-8 1/2" ,o I HEADER-2-9i"LVL I I o HEADER I EX.HEADER EX/F EXHAUST FAN 2`°" 6P 16 ID I �� `�' LINEN I D 2P +PC SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN 1:3 6P i - STING STAIR I I N = W'.I.0 f I I� r DOOR SCHEDULE _.___._ i a PRIMA o i a. KITCHEN I N -_----------- --------___.--- __ _- - ----.__._...—_._— .�- r NEW WOOD I2 BATH I I I BEDROOM#2 \ i NEW WOOD FLOORING co DOOR# WIDTH HEIGHT MANU/NUMBERS- PANEL HARDWARE TYPE to \ NE CEILING o L EXISTINGWOODFLOORING L-LOCK, M I I N ( I -""- _. EXISTING GEEING I EXISTING CEILING O --._—__—_-.- 1 O N r- ID-1 2'-10" 6'-8" SINGLE `� jl� (N rn P-PASSAGE ' L-LOCK, _ _5'-8" 6'-31/2" ID-2 2'-8" 6%- SINGLE — �? ! P-PASSAGE iv 9'-4" T-7" I -9 _ _ _ I A ID-3 2'-6" 6'-8" SINGLE L-LOCK, N I I f - P-PASSAGE c> ( 2'-5 T-0" 2'-1112" I LL ID-4 2'-0" 6'-8" I SINGLE pASSAG ID _. ._.___........._...._---__..__._.___._._........_____._..___.......__._.._._.._._.. ....... _. .._.___. _ _.. . ... ___.._....._.-.._ -.._._ L-LOCK, --- N NEW POST v o P E m ! x � 4P � I 9" 3' 1 !2" 2'-6"_. ......._..K'.. N 2' 3'-0" 1 ID-5 1'-6" I G'-8" SINGLE x I W ID HALL ;n I _ '-0" ID — — — " — — N __..__._..._........_........._...._.__...._....__..__........_.._.{._._...._...__.............. _......... .. .. _......._..........,. _....__......' _...' - 2X8 CJ O.0 N CL ° j P PASSAGE ID-6 1'-0" 6%8" SINGLE L-LOCK, O �^ c�1s' 2-11 4P 5P mo o ( M P-PASSAGE __.__._- _ .._ _.. . .i.-_.__... ....._.._. ._____._.__ __ ID - - - - - ® - M! ANDERSON 400 LOCK AND _ NEwPosr — — — � � ED-1 3'-1" 6'-7 13/16" ; SINGLE GLASS 1s'o.c Asovr ........ ........._.......... ... SERIES-HP03068 DEADBOLT W ___._._. s'3" 3L ' Him F-0 1/4" 6'-8 1)2"; ANDERSON 4001 o 9'-4" ED-2 GLASS SLIDING LOCK T v *- SERIES- FGP5068! N o �, ID a� �•y... ........_._........._. ._. _...__..--...... 1_c. ANDERSON 400 _......_......._......_._.. ._...... N NEWPOS -� ID = ID HALL 2L BATH#2 ED-3 - - SERIES FGP1006s,4 PANEL, 2 SLIDING' KEY LOCK AND ABOVE 1L Q 3-2X4POSTS c� 9'-10 3!4" 6'-8 1+2"; _ DEADBOLT rn ID 610" ( N 5P ID 6-10 318 ! ANDERSON 400 _ �' I = _ _ _ 2L GLASS SLIDING 2 L _ ui � _ _ _ _ _ _ _ _ _ ED-4 SERIEST- KEY LOCK _ I I LINEN — LL FWG80611 ! PANEL OFFICE > t� _ _ _... _ _.. . FFI E 3 " _ �C 2'-6" ( I o I o I z NEW WOOD FLOORING ED-5 TBD METAL DOOR KEY LOCK NEW GYP CEILING I P. BATH =, I N I I ID �- _ -._....... _.. —.._.. _.. .. -...... ;-. . ..._ .. . i... ._. . _.. .-...__. .....__.�_ -- x u, �CL ( a J. •��: —� 4 6'-10" �. ® I LIVING WINDOW SCHEDULE _ WINDOW TAG WIDTH R.O. HEIGHT R.O. MANU TAG TYPE MANU G ___ ...._.._. _.. _.....__.__. .. -.._ ...- ___......... ..U. .........__ _ .... -. ..._......- . ._._ ,. NEWCAOTHEDRALOCEILIN = 3- HEAD I I Lli ANDERSON 400 BEDROOM#1 A T-0 1/2" 4'-0 1" CXW 14 CASEMENT ® _ r � WITH a�- _... .... ...__........_.................... SERIES_.. -- ® — EXISTING CEILING EXISTING WOOD LOORING DOUBLE ANDERSON 400 E � — --8 5'-3 1/2" 3'_5 5i16" CX235POST. . . --- - -- - CASEMENT _i — SERIES N ----- - CL PROJECT ODRESS: DOUBLE ANDERSON 400 r ED C 5'-3 1/4" 4'-0 1/2" CX24 CASEMENT SERIES 2'6" D 1'-9" 4'-0 1/2" CN14 CASEMENT ANDERSON 400 15'-s 1/2" 1500 STAR LANE - - __. ._ ...... . _... ._._...;. - - __ ...-.._. . .. % - 8 EAST MAR JN, NY 11939 SERIES 1'0"1'-0" E V-7" 6'-8' HP11668 SIDELIGHT ANDERSON E M ` SERIES o HEADER-2-9}"LVL EX HEADER / ----------- 1 0 -- ---- -- - - _ -- - - -._. .- -- - -- - - L-L COVERED DECK 6'-8" SINGLE I P PASOSAGE_ N w I - -- - -._—. . -- — - - -- -- -- - IPE DECKING OD I 3'-0" 6'-8" SINGLE LOCK rn w SHIPLAP CEILING C o 5'-5"V.1.F .. .... . 2'-10 1/2" iv 2'-10" 6'-8 SOLID SINGLE LOCK . . M o DATE: 2.; 23 4-1 1/2^ 1'-11 1!2" 16'- " - v 3-7}"LVL GIRDER ,./ 3-7 j"LVL GIRDER � SCALE: KJS R 3-2X6 COLUMN CASED TO 8X8" I 2-2X4 POSTS 4 REGISTER D ARCHITECT STAMP: (TYP)PROVIDE SIMSON AC6 POST CAP r LACK METAL RAILING 410 Ai�c 6'-10" PER CODE.SEE SPECS 3-2X6 COLUMN CASED TO 8X8" CJK (TYP)PROVIDE SIMSON AC6 POST '`���'���J FAQ`s" HT.PROVIDE 1 X8 TIES T 2X10 RR EACH ZABOVE PLATE- _ CAP .r SIDE OF THE W12-12"MACHINE 19' 1!2" 15'-3" 7'-6" 16'-6 1/2" BOLT RASTENERS 39'-5 1/2" a - _ 59'-4 1/2" 04436 DRAWING SHEET NAME: 'r I ST FLOOR CONSTRUCTION PLAN 1 ST f IR CONST SCALE:1 /4"=1'-0" PLM DRAWING SHEET NO: ARCHI TEC `S: NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. -4. CONFIRM WINDOW SIZES BEFORE PLACING ORDER. ( S M U E L S & S E E L M A N 25235 NIAIN ROAD ' I DEMO WALL CUTCHOGUE,NY 11935 -�- EXISTING WALL CONSULTf Nrs: NEW WALL STRUCTL 4L DUPLEX RECEPTACLE OUTLET ASSOCIATES 188 04 WL T MONTAUK HWY HAMPT01 3A YS NY 11946 220V RECEPTACLE OUTLET ! PHONE: F 728.9480 QUADRAPLEX RECEPTACLE OUTLET , HALF HOT RECEPTACLE OUTLET OWNER: p WATER PROOF RECEPTACLE OUTLET TILIAKOS GF' 1500 STAR LANE GROUND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE EAST MAR ON, NY 11939 SURFACE MOUNTED CEILING FIXTURE I- SURFACE MOUNTED WALL FIXTURE REVISION,, SURFACE MOUNTED SPOT LIGHT SWITCH -- -- PRIMARY PERMITSi r 1o�25i22 BIDDING c -.T 11115122 $D SWITCH DIMMER `� BEDROOM PERMIT RI VISIONS 2/28/23 \ CH 13=3 $ PH TELEPHONE TV TELEVISION DECK i S/D SMOKE DETECTOR CM CARBON MONOXIDE: DETECTOR 'X SURFACE MOUNTED CEILING FAN L/ � NEW CATHEDRALCEILING. � \ EX/F EXHAUST FAN GYP BO TORAFTERSPFLUSH \ /� F SURFACE MOUNTED FLORESCENT FIXTURE s/D UNDER CABINET MOUNTED FLORESCENT FIXTURE ` cm / T SURFACE MOUNTED LIGHTING TRACK a a `- — wP EXTERIOR WALL MOUNTED FLOOD LIGHT a o , � ,.. f P IMAM BEDROOM#2 : EX/F EXHAUST FAN i �-pc SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN t J / 1 EXISTING OUTLETS HEN -' L TO REMAIN 'I _ ......-_......___..___ ____._..___--_.---_.._.._....._......_-____..__ __._...._.__..-_. _....._...._____.._.__.._.__._.......---....__. __..._...... .._...- . . __..._ .._......_.� Lam_... - ri,'1 L 1 I�J',L C _ EXISTING CEILING t \ � ' CH 7'1 - - UNDERCOUNTER LE AT EXISTING HEIGHT L J \� ° eJMIA (I CH 8=4"$ I (/ X/F CH 8=0"V.I.F$ / eH EX/F i HEADER AT KITCHE i �\ DINING cM B EXISTING OUT TS I�J - � / `L4U EM IN 1 r f 2X8 CJ @16'O.c MAG \ o• �37 i OFFICE i 4 ® co � \ 7-7 t 2X10 RR @1§;-O,C \ EXISTING C NG CH 8'-0"Q AT EXISTING HEIGH Lw-jL \_ J` HEADER AT LIVING ROOM t"•.• J EJ y Z I CH 8-O' WITH DIRECTIONAL DOWNLIGHT$ ATH 2 2X10 RR @16'O.0 I 0 NEW GYP CEILING EXISTING CEILING S1D z HEADER AT LIVING ROOM , I '� T EXISTING HEIGHT a �1,� r \ �J F HEADER AT LIVING ROOM I 'I CM CH7'40 LJ CH 8'-0"�L` j— ! BEDROOM#1 �-- lJ P. BAT �4 LIVING c 4' ui EXISTING CEILING ❑ ❑ AT EXISTING HEIGHT T /r > CH8'-0"VI.F$ INEWATHEDRALCJ51LING. I PROJECT. t�DRESS: GYP BOARD+SHIPLAP FLUS \ TO RAFTERS J 1 EXISTING OUTLETSX 1500 STAR LANE ❑ ❑ TO REMAIN EAST MAR ON, NY 11939 — COVERED DECK `—LIGHTS ON RIDGE TIES — ` _ _ _ � DATE: 2.. 23 F � N SCALE. .❑ ❑ ❑ ❑ ❑ DRAWN B` KJS REGISTER 'D ARCHITECT STAMP. RED ARC ` �, \ S JEA/y o �0� S� 04436 ` IST FLOOR REFLECTED CEILING PLAN °F�> � SCALE.1 /4"_1'--0" DRAWING SHEET NAME. 1 ST I =LR RCP AND ELEC - PLAN DRAWING SHEET NO: ARCHITECTS: NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. 4. CONFIRM WINDOW SIZES BEFORE PLACING ORDER. S A M U E L S & S T E E L M A N 25235 MAIN ROAD DEMO WALL CUTCHOGUE,NY 11935 7777 EXISTING WALL CONSULTANTS: NEW WALL STRUCTURAL DUPLEX RECEPTACLE OUTLET SL MARESCA &ASSOCIATES 188-04 WEST MONTAUKHWY 220V RECEPTACLE OUTLET HAMPTPHON ON BAYS NY01946 QUADRAPLEX RECEPTACLE OUTLET ROOF OVERHANG----,,,, HALF HOT RECEPTACLE OUTLET TO MATCH EXISTING.V.I. OWNER: 0" 20'5' 1-0 OWNER. 2 QWP WATER PROOF RECEPTACLE OUTLET TILIAKOS 0GFI GROUND FAULT INTERRUPTOR OUTLET 1500 STARS LANE W, HIGH HAT FIXTURE I EAST MARION, NY 11939 SURFACE MOUNTED CEILING FIXTURE SURFACE MOUNTED WALL FIXTURE REVISIONS: SURFACE MOUNTED SPOT LIGHT SWITCH PERMIT SET 10/25/22 i Li $D SWITCH DIMMER. - PH TELEPHONE TELEVISION S/D SMOKE DETECTOR NEW ASPHALT ROO 2 ON ON 30#BLDG. CM CARBON MONOXIDE DETECTOR PAPER UNDERLAYMENT ECK BELOW _ ON%"PLYWD.DECKING ON SURFACE MOUNTED CEILING FAN FRAMING PER FIRST FLR.PLAN EX/F EXHAUST FAN NEW BLACK METAL GUTTERS 0' 37'-11" F SURFACE MOUNTED FLORESCENT FIXTURE I UNDER CABINET MOUNTED FLORESCENT FIXTURE T SURFACE MOUNTED LIGHTING TRACK _ EXTERIOR WALL MOUNTED FLOOD LIGHT EX/F EXHAUST FAN I PC SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN / EMOVE EXISTING ROOF RAFTERS cn EW ASPHALT SHINGLE I ROOF RIDGE f ON EXISTING SHEATHIN O TO MATCH EXISTING AND NEW ROOFING F T I ROOF HEIGHT II m X � Icn Z O � I M r^ 0) W v J EXISTING PITCH I N m I x ` ^ 0 r/) � I � z Q O Oco E-- T Q f I W I EW ASPHALT SHINGLE PROJECT ADDRESS: ON EXISTING SHEATHING AND NEW ROOFING FELT I 1500 STARS LANE N EAST MARION, NY 11939 0 2 flli G /? PI CH EPDM RUBBER EPDM RUBBER q DATE: 10.25.22 ROOFING ON APPROVED ROOFING ON APPROVED UNDERLAYMENT UNDERLAYMENT SCALE. DRAWN BY: KJS 13'-8" 17'-3^ REGISTERED ARCHITECT STAMP: \S�EREDAR JEA,ysti�� STAIRS * � m 7 � M, d ROOF CONSTRUCTION PLAN Q �o�� SCALE-1 /4"=1'-0" DRAWING SHEET NAME: ROOF CONST PLAN DRAWING SHEET NO: ARCHITECTS: NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. - _ S A M U E L S & 4. CONFIRM NEW AND EXISTING WINDOW SIZES BEFORE P S T E E L M A N LACING ORDER. 25235 MAIN ROAD CUTCHOGUE,NY 11935 3 CONSULTANTS: STRUCTURAL ASPHALT ROOF SHINGLES ON ON 30#BLDG. SL MARESC'A &ASSOCIATES PAPER UNDERLAYMENT M NTAUK HWY WINDOW SCHEDULE ON%"PLYWD.DECKING ON WINDOW TAG WIDTH R.O. HEIGHT R.O. MANU TAG TYPE MANU NEW FRAMING PER ROOF PLAN HAMPTON BAYS NY 11946 A T-0 '1/2" 4'-0 Z' CXW14 CASEMENT ANDERSON 400 PHONE: 631.728.9480 SERIES NEW METAL GUTTERS LOCATION PER PLA B 5'-3 112" 3'-5 5/16" CX235 DOUBLE ANDERSON 400 CASEMENT SERIES HEIGHT OF ROOF OWNER: C 5'-3 'I/4" 4'-0 1/2" CX24 DOUBLE ANDERSON 400 ASPHALT ROOF SHINGLES ON ON 30#BLDG. 15'-10" V.LF CASEMENT SERIES PAPER UNDERLAYMENT 1500 STARS ANDERSON 400 NEW FRAMING PER ROOF PLAN I 1500 STARS LANE D 1-�)' 4'-0 1/2" CN14 CASEMENT SERIES EAST MARION, NY 11939 (V E 1'-7" 6'-8" HP11668 SIDELIGHT ANDERSON 400 SERIES to IF 6-0 5/8" 6'-0 716" C16 CASEMENT ANDERSON 400 -0"1' SERIES REVISIONS: 3'-5 3/8" 6'-0 7/16" ANDERSOON 400 HEIGHT OF CEILING G P3560 PICTURE SERIES 2'-4 7/8" 3'-5 5/16" ANDERSON400 9'-5" PERMIT SET 10125122 H CW135 CASEMENT SERIES --- - Io 0o DOOR SCHEDULE — cx — DOOR# WIDTH HEIGHT MANU NUMBER PANEL HARDWARE TYPE ID-1 2'-10" 6'-8" SINGLE L-LOCK' iv"' P-PASSAGE _' HEIGHT OF 1ST FLR ID-2 2'48" 6'-8" SINGLE L-LOCK, P-PASSAGE 1 7" ID-3 2'-6" 6'-8" SINGLE L-LOCK, P-PASSAGE _GROUND —NEW REPLACEMENTANDERSON— L-LOCK, CASEMENT SERIES 400 SERIES ID-4 2'-0" 6'-B" SINGLE EW STUCCO FINISH.SEE SPEC WINDOWS P-PASSAGE ID-5 1'-!�' 6'-8" SINGLE L-LOCK, CEDAR PRE-FI SHED WOOD TONGU EW STUCCO FINISH \\\—NEW BLACK METAL RAILING P-PASSAGE EW CASED COLUMN EW BLACK METAL RAILING AND GROVE SIDING INSTALLED VERTICALLY AT FOUNDATION WALL.SPER CODE.SEE SPEC L-LOCK, PER PLAN PER CODE PER SPECS ON#30 BLDG PAPER iv ID-6 1'-!)" 6'-B" SINGLE P-PASSAGE N "PLYWD SHEATING � EDAR PRE-FINISHED INSTALLED HORIZONTAL WITH ED-1 T-1" 6'-7 13/16" HP03068 SINGLE GLASS LOCK AND 1"GAPS BETWEEN BOARDS DEADBOLT ED-2 5'-0 1/4" 6'-8 1/2" FGP5068 GLASS SLIDING LOCK ED-3 9'-10 3/4" 6-8 1/2" FGP10068 4 PANEL,2 SLIDING LOCK AND _BASEMENT SLAB DEADBOLT 8'-0" 0 PROPOSED SOUTH ELEVATION Q SCALE.-1 /4"=1'0" O 0) r^ M v) �_ 2 j ' o ASPHALT ROOF SHINGLES ON ON 30#BLDG. — PAPER UNDERLAYMENT ON 3/a"PLYWD.DECKING ON O Cr NEW FRAMING PER ROOF PLAN EW METAL GUTTERS LOCATION PER PLAN(TYP) O �".. 12 HEIGHT OF ROOF ASPHALT ROOF SHINGLES ON ON 30#BLDG. 75'-10" V.LF 6.5 PAPER UNDERLAYMENT ON%'PLYWD.DECKING ON EXISTING FRAMING PER ROOF PLAN PROJECT ADDRESS: 10'-1 1/2" 1500 STARS LANE HEIGHT �JEw METAL DOOR 9 5" OF CEILING EAST MARION, NY 11939 TFIP 68* DATE: 10.25.22 I SCALE. D 3 DRAWN BY KJS N C16 P3 60 C16 W REGISTERED ARCHITECT STAMP: J Z J J HEIGHT OF 1 ST FLR cn 1._7" GROUND EW BLACK METAL RAILING PER CODE CEDAR PRE-FINISHED WOOD TONGUE /G EDAR PRE-FINISH9,,�u,,INSTALLED HORIZONTAL WITH EW WOOD STAIRS AND GROVE SIDING INSTALLED VERTICALLY ) * r PER SPECS ON#30 BLDG PAPER I r c 1"GAPS BETWEEN ARDS ON PLYWD SHEATING "9� F N YO�� BASEMENT SLAB 8-0" DRAWING SHEET NAME: ELEVATIONS PROPOSED WEST ELEVATION SCALE:1 /4"=1'--0" DRAWING SHEET NO: A=4 ARCHITECTS: NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. 177, 4. CONFIRM NEW AND EXISTING WINDOW SIZES BEFORE S A M U E L S & PLACING ORDER. S T E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULTANTS. STRUCTURAL SL MARESCA &ASSOCIATES WINDOW SCHEDULE <2) WINDOW TAG WIDTH R.O. HEIGHT R.O. MANU TAG TYPE MANU HAMP WEST BAYS NY 119 6 HAMPTON BAYS NY 11946 A 3'-0 V2" 4'-0 2" CXW14 CASEMENT ANDERSON 400 PHONE: 631.728.9480 SERIES ASPHALT ROOF SHINGLES ON ON 30#BLDG.DOUBLE ANDERSON 400 EW METAL GUTTERS EW CASED BEAMS PER STRUCTURE. PAPER UNDERLAYMENT OWNER: B 5'-3 1/2" T-5 5116" CX235 LOCATION PER PLAN(TYP) ON/a PLYWD.DECKING ON CASEMENT SERIES SEE PLAN FOR SIZING �. C 5-3 14" 4'-0 1/2" CX24 DOUBLE ANDERSON 400 FRAMING PER FIRST FUR.PLAN CASEMENT SERIES TILJAKOS 1500 STARS LANE D 1'-9" 4'-0 1/2" CN14 CASEMENT ANDERSON 400 HEIGHT OF ROOF SERIES 15'-10" v.LF EAST MARION, NY 11939 E 1'-7" 6'-8" HP11668 SIDELIGHT ANDERSON 400 12 SERIES 6.5 j- 2-0 5/8 6'-0 716" C16 CASEMENT ANDERSON 400 F SERIES I N G 3'-5 3/8" 6-0 7/16" p3560 PICTURE AND SERIES OON 400 612 � REVISIONS: H 2'-4 7!8" 3'-5 5/16" CW135 CASEMENT ANDERSON400 PERMIT SET 10/25/22 SERIES —HEIGHT OF CEILING 9.-5„ L z DOOR SCHEDULE Jax 0 DOOR# WIDTH HEIGHT MANU NUMBER PANEL HARDWARE TYPE E E c Cx 14 N 4 C • co L-LOCID-1 2'-10" 6'-8" SINGLE PASSA, / '� P-PASSAGE ID-2 2'-8° 6'-8" SINGLE L-LOCK, o P-PASSAGE HPO O6 i+> ID-3 2'-W 6'-8" SINGLE L-LOCK, P-PASSAGE HEIGHT OF 1ST FLR ID-4 2'-0" 6'-8" SINGLE L-LOCK, 1 7" / P-PASSAGE - --- - --- — L-LOCK, \ GROUND 1'ID-5 -6" 6'-8" SINGLE P-PASSAGE NEW GLASS SLIDING DOORS L-LOCK, CEDAR PRE-FINISHED WOOD TONGUE—/' ID-6 1'-0" 6'-8" SINGLE P-PASSAGE AND GROVE SIDING INSTALLED VERTICALLY LOCK AND PER SPECS ON#30 BLDG PAPER EW MAHAGONY EW CASED COLUMN EW BLACK METAL RAILING ED-1 T-1" 6-7 13/16" HP03068 SINGLE GLASS DEADBOLT ON g"PLYWD SHEATING I WOOD STAIRS PER PLAN PER CODE N ED-2 5'-0 1/4" 6'-8 1/2" FGP5068 GLASS SLIDING LOCK CEDAR PRE-FINISHED INSTALLED HORIZONTAL WIT !a'-10 3/4" 6'-8 1/2" FGPl0068 LOCK AND 1"GAPS BETWEEN BOARDS ED-3 4 PANEL,2 SLIDING DEADBOLT BASEMENT SLAB B'-0„ F„ 0 PROPOSED EAST ELEVATION 0 SCALE.1 /4"=V-0" r^ vJj� Z Z 3 (J) o O ASPHALT ROOF SHINGLES ON ON 30#BLDG. PAPER UNDERLAYMENT O ON 3/"PLYWD.DECKING ON FRAMING PER FIRST FLR.PLAN ) C/) — HEIGHT OF ROOF 15'-1a' V.I.F PROJECT ADDRESS. iv N 1500 STARS LANE `o EAST MARION, NY 11939 HEIGHT OF CEILING 9'-5" DATE: 10.25.22 I SCALE. I DRAWN BY. KJS 77 q 00 REGISTERED ARCHITECT STAMP: Ir> > N iv �( I A�� HEIGHT OF 1ST FLR GROUND I U) `—NEW BLACK METAL RAILING '"EW CASED COLUMN _} --NEW ANDERSON WINDOWS PER SPEC PER PLAN CEDAR PRE-FINISHED WOOD TONGUE PER CODE AND GROVE SIDING INSTALLED VERTICALLY �} PER SPECS ON#30 BLDG PAPER EDAR PRE-FINISHED INSTALLED 3 HORIZONTAL WITH O� ON Sg"PLYWD SHEATING 1"GAPS BETWEEN BOARDS OF N N ti DRAWING SHEET NAME: 8 ENT SLAB '-0" ELEVATIONS 0 PROPOSED NORTH ELEVATION DRAWING SHEET NO: SCALE.1 /4"=V-0" e� ARCHITECTS: --CONTINUOUS VENT ATCH EXISTING ROOM SLOPE —M S A M U E L HEIGHT OF ROOF 4- ji 4_ 25235 MAIN ROAD + t CUTCHOGUE,NY 1105 —4— t ASPHALT ROOF SHINGLES ON ON 30#BLDG. PAPER UNDERLAYMENT tZi- F NEW FRAMING PER FIRST FLR. PLAN I CONSULTANTS: T T 4� c\1 ON%"PLYWD. DECKING ON s NEW DECORATIV 4 1-7 CASED BEAM J T 4 ---� STRUCTURAL T L -04 WEST MONTAUK HWY —A 2_1 + 77-F 188 HAMPTON BAYS NY 11946 HEIGHT OF CEILING PHONE. 631.728.9480 L 91-61 OWNER: EPDM RUBBER—,-� ROOFING ON APPROVED TILIAKOS UNDERLAYMENT 1500 STARS LANE EDAR PRE-FINISHED WOOD TONGUE AND GROVE SIDING INSTALLED VERTICALLY EAST MARION, NY 11939 PER SPECS ON#30 BLDG PAPER FRONT DECK ON 5"PLYWD SHEATING LIVING ROOM 8 9 bAck(DECK REVISIONS: PERMITSET 10125122 FINISH WOOD FLOORIN NEW F IN ISH WOOD FLOORIN DECKINGTRITEX BOARDS (IN EXISTING SUBFLOOR 1 ON%" PLYWD.SUBFLOOR ON IOVER FRAMING FRAMING INSULATION PER SPECS HEIGHT OF 1ST FLR ti 11-7" till ' 4EW CRAWL SPAC NEW GIRDER-SEE PLAN NEW 91RDER-SEE PLAN GROUND 0--o" 9 XISTI DER TO REMAIN C) NEW 6"SLAB NEW POST_/ SEE PLAN 04 SONOTUBES.SE SONOTUBES.SE PLAN FOR DETAILS I NEW FOOTIN BASEMENT EW POST.SEE PLAN :SEEBASEMENTP N PLAN FOR DETAILS EXISTING FOUNDATION WA BASEMENT SLAB olf 81- SECTION 2 SCALE.318"=V-0" XiSTING FOOTING - -'-NEW FOOTINGS -----EXISTING FOOTING XISTING SLAB TO BE CONFIRMED - 1 TO BE CONFIRMED TO BE CONFIRMED TO REMAIN ON SITE _-ONSITE ON SITE O it viv. ASPHALT ROOF SHINGLES ON ON 30#BLDG. 4 PAPER UNDERLAYMENT 11 Of V.L.F ON%"PLYWD. DECKING ON ONTINUOUS VENT NEW FRAMING PER FIRST FLR.PLAN C) HEIGHT OF ROOF TYP 151-101, V.I.F IGUE EW DECORATIVE ALLLY _- CASED BEAMS kPER I l C/) TING ATTIC W 0) NEW DECORATIVEN -1 Lo CASED BEAM ATTIC zo LL NEW HVA C SYSTEM PROJECT ADDRESS: HEIGHT OF CEILING 1500 STARS LANE EAST MARION, NY 11939 (D 91-511 z IEW 2X6 CEILING WITH BATT cf) INSULATION AND GYP BOARD FINISH x w GYP BD AT ALL --SEE P BATH "BATT INSULATION DATE: 10.25.22 I'_ 2 w w CEILINGS AND WALLS ELEVATION (SOUND) w Zv SCALE. C) P. BEDROOM P. BAH i ! i ! Q _ IDGE BEAMS. SEE PLAN DRAWN BY. KJS C) OFFICE utum Lo 00 REGISTERED ARCHITECT STAMP. Lo co -6 L FINISH WOOD FLOORIN EDAR PRE-FINISHED WOOD TONGUE FINISH WOOD FLOORIN ON:Y4-PLYWD.SUBFLOOR ON AND GROVE SIDING INSTALLED VERTICALLY FRAMING SPRAY PER SPECS ON#30 BLDG PAPER ON 3/4"PLYWD.SUBFLOOR ON CLOSED CELL 8 FRAMING INSULATION PER SPECS ON 5"PLYWD SHEATING io INSULATION PER SPECS HEIGHT OF 1ST FLR Jyyyw NEW DECK STRUCTURE 71' GROUND 0-011 N C) NEW VENTED IT C? ---- i co CRAWLSPACE DRAWING SHEET NAME: XISTING 6"SLAB TO BE CONFIRMED SECTIONS ON SITE XISTINC FOOTING : I : SONOTUBE \\—NEW 2"SLAB XISTING FOOTING S.SE TO BE CC NFIRMED E CONFIRMED PLAN FOR DETAILS EW FOOTING. EW FOOTING. TO BE ON SITE ON SITE SEE PLAN SEE PLAN EW FOOTING SECTION I EW FOOTING LUID APPLIED WATERPROOFING DRAWING SHEET NO: SEE PLAN APPLYED TO TOP OF EXISTING SLAB SCALE.318"1�-T BASEMENT SLAB 81-0-1 -I I- + -4 ARCHITECTS: S A M U E L S & S T E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULTANTS: STRUCTURAL SL MARESCA &ASSOCIATES 188-04 WEST MONTAUK HWY HAMPTON BAYS NY 11946 PHONE:631.728.9480 OWNER: TILIAKOS 1500 STARS LANE EAST MARION, NY 11939 REVISIONS: PERMIT SET 10125122 ASPHALT ROOF SHINGLES ON ON 30#BLDG. ONTINUOUS VENT PAPER UNDERLAYMENT ON%"PLYWD. DECKING ON NEW FRAMING PER FIRST FLR. PLAN ASPHALT ROOF SHINGLES ON ON 30#BLDG. PAPER UNDERLAYMENT ASPHALT ROOF SHINGLES ON ON 30#BLDG. ON 3/4"PLYWD. DECKING ON PAPER UNDERLAYMENT 2 EXISTING FRAMING PER FIRST FLR. PLAN ON%"PLYWD. DECKING ON ONTINUOUS VENT NEW FRAMING PER FIRST FLR. PLAN - - - - - HEIGHT- - _ FRO F Q 12 I O 6.5 EXISTING N °) EW DECO Tf N ATTIC N CASED EAM EXISTING CEILIN zp ATTIC TO REMAIN SHIPLAP AT C ILIN GYP BOARD A WALL METAL GUTTERS 1YP — — — _ — HEIGHT OF CEILING DAR PRE-FINISHED WOOD TONGUE 9'-5„ C� O Fo IVE SIDING INSTALLED VERTICALLY I PER SPECS ON#30 BLDG PAPER ON e"PLYWD SHEATING EW CEILING FRAMING WITH I O '"GYP BD FINISH C� OFFICE o HALL T LIV G ROOM HALL o BATHROOM o W Co � o0 ao FINISH WOOD FLOORIN ~ ON 3/4"PLYWD.SUBFLOOR ON FRAMING SPRAY PROJECT ADDRESS: CLOSED CELL ( NEW FINIS OOD FLOORIN \ D SIDE IGHTS ONE ING SUBFLOOR INSULATION PER SPECS \ \ 1500 STARS LANE EAST MARION, NY 11939 HEIGHT OF 1ST FLR _ FLUID APPLIED WATERPROOFIN 1'-7" APPLYED TO TOP OF EXISTING SLAB ti NEW CRAWL SPACE - -' - - - - - - - - - - - - - - GROUND DATE: 10.25.22 - - SCALE 011 II DRAWN BY. KJS - - - - - REGISTERED ARCHITECT STAMP: XISTING 6 SLAB XISTING FOOTING O _ ' TO BE CONFIRMED I -- TO BE CONFIRMED ON SITE - ON SITE A� � E FOOTING - BASEMENT ; - EXISTING FOUNDATION WALL I `' Z FN BASEMENT BASEMENT - - STAIR EXISTIN I I I DRAWING SHEET NAME EW FOOTING XISTING FOOTINGS SECTIONS TO REMAIN SECTION 3 DRAWING SHEET NO: SCALE:3/8"=9'-0" ARCHITEC 'S: "007-- ..: S M U E L S & S E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULTI 'ITS: STRUCTb 'AL SL MARE: CA &ASSOCIATES 188-04 WL 3T MONTAUK HWY HAMPTOf GAYS NY 11946 PHONE: 6 1.728.9480 OWNER: TILIAKOS 1500 STAR LANE EAST MAP ON, NY 11939 REVISION: PERMIT SI T 10125122 BIDDING _T 11115122 PERMIT RI VISIONS 2128123 ,ASPHALT ROOF SHINGLES ON ON 30#BLDG. ONTINUOUS VENT PAPER UNDERLAYMENT ON 314" PLYWD. DECKING ON EW R-30 BATT INSULATION NEW FRAMING PER FIRST FLR. PLAN ASPHALT ROOF SHINGLES ON ON 30#BLDG. PAPER UNDERLAYMENT ASPHALT ROOF SHINGLES ON ON 304 BLDG. ON%"PLYWD. DECKING ON PAPER UNDERLAYMENT / 2 EXISTING FRAMING PER FIRST FLR. PLAN ON 3;" PLYWD. DECKING ON —CONTINUOUS VENT NEW FRAMING PER FIRST FLR. PLAN HEIGHT OF ROOF 15'-10" V.I.F R-24 INSULATION ( .� IN CEILING FRAMING No EXISTING I A_.... TTIC NEW LVL BEAM. SEE LAN. I N EXISTING CEILIN (D FULLY CASED / ATTIC TO REMAIN f SHIPLAP AT C ILINC—� ! � M GYP BOARD ATWALL METAL GUTTERS TYP----..... .. ( HEIGHT OF CEILING ( e- DINING ROOM 9'-5" �- CEDAR PRE:-FINISHED �' �' � --- Z WOOD TONGUE — — -- - -- - r _ r. - - — . - - - - AND GROVE SIDING I j �.._—_—.. .........� _....._..:co. _ ...i..�... ............ ._._... _.._..... .I.......... .__..... ........ ....� r F .- ., _ INSTALLED VERTICALLY ......._._.... _.. ... ..___ ._... IN FIER SPECS NEW CEILING FRAMING WITH DROPP D CEILING : ::::: :::::::::ON#30 BLDG PAPER GYP BD FINISHz I / ( ON 8" PLYWD SHEATING j / I I I ( Ij Ij I II (I I j CV I I 1 +� a FGPI6068 OFFICE HALL i � .. .., I� i::::. .......:::.li�-.: jl:: ....:-I ..... ...., o HALL I BATHROOM o r. ._._.... _ co _ °° A-9 co FINISH WOOD FLOORING --\ 1 ON `:," PLYWD. SUBFLOOR ON W ' \ I .......... ....FRAMING SPRAY liI _.. w:.FI ISH w 6bD FLOORING CLOSED CELL R-30 Of EXTf�G SUB FLOOR INSULATION PER SPECS I I \ , ... a ;i ...VAPOR BARRIER AT EXISTING SLAB \ I > HEIGHT OF 1ST FLR PROJECT. DDRESS: :.: w 6f: 1500 STAR ; LANE NEW CRAWL SPACE :i v I GROUND EAST MAP ON, NY 11939 Is 0-0 • E KI 3TING INSULATIO ,r t. �:• DATE: 2.; 23 #4 :. • EXISTING 6"SLAB._ _...--------- - SCALE: EXISTING FOOTING C) BE CONFIRMED TO BE CONFIRMED _ TO SITE ON SITE ;4 - ( co N DRAWN 8` KJS TO i� REGISTER :D ARCHITECT STAMP: —NEW FOOTING BASEMENT . . � ED ARC �5 J EA/V y�T S EXISTING FOUNDATION WALL -- - — -------- -- — — -- — — - BASEMENT SLAB `A N •f %�� •S •t• t t.'+1: ..• i .• ••,t• • :.� •,•• +• _• i •• • •+ »�•` •.. j•t �4- •• / t •• ..t f..� pr-On BASEMENT STAIR EXISTING ; + r V j E OF N 0 EW FOOTINGS TO BE CONFIRMED XISTING FOOTINGS ON SITE. SEE PLAN TO REMAIN FOR DIMENSION.CONFIRM DRAWING SHEET NAME: EXACT LOCATION PRIOR TO POURING FTG. S c 'O A S / EC T I QN DRAWING- SHEET NO: �.? t i SCALE:3/8"=V-0" opt ARCHITEC ,'S: NOTES 3 EW BATT R-30 INSULATION 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. ONTINUOUS VENT 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. /---EXISTING ROOF TO REMAIN. NEW ROOF TO MATCH EXISTING ROOF SLOPE NEW SCONCES PER SPEC 4. CONFIRM WINDOW SIZES BEFORE PLACING ORDER. HEIGHT OF ROOF M (� E L S & S , __ �.— _ _ _ 5. SEE INSULATION SCHEDULE F�?R 1NULATIOI�TINF6 !T 15'-10" v.LF S E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 I • V.I.F i$tt ASPHALT ROOF SHINGLES ON ON 309 BLDG.- PAPER UNDERLAYMENT 04 'a ON�.a" PLYWD. DECKING ON CONSULTI 'ITS:; NEW FRAMING PER FIRST FLR. PLAN \\ VIF I N LVL BEAM. SEE PLAN FOR SIZE CASED 10"X 8" FOR ELECTICAL "' "' I STRUCTb ?AL SL MARE: CA &ASSOCIATES j 188 04 Wf 3T MONTAUK HWY 12 I HAMPTOI RAYS NY 11946 HEIGHT OF CEILING PHONE. 6 1.728.9480 I J 9'-5" — — /j F EPDM RUBBER - ( — - I TILIAKOS ROOFING ON APPROVED ! I ( I 1500 STAR LANE UNDERLAYMENT I ( i EAST MAR C)N NY 11939 j NEW PORCH STRUCTURE- CEDAR PRE-FINISHED WOOD TONGUE SEE PLAN FOR SIZES FRONT DECKAND GROVE SIDING INSTALLED ( ( i LIVING ROOM I I I BACK DECK PER SPECS ON#0 B DG PAPERVERTICALLY ON$' PLYWD SHEATING REVISION: IF'E DECKING BOARDS PERMIT Sl T 10125122 OVER FRAMING I FINISH WOOD FLOORING NEW FIN ISH WOOD FLOORING ON 3/4-PLYWD. SUBFLOOR ON I C0 EXISTING SUBFLOOR I I \ ( I PE 1X4 DECKING BOARDS BIDDING :T 11/15/22 � OVER FRAMING FRAMING INSULATION PER SPECS I ( I \ 1I PERMIT RI VISIONS 2128/23 j II ii HEIGHT OF 1ST FLR AAAA ti - �• ': EW CRAWL SPAC NEW GIRDER-SEE PLAN I NEW DER-SEE PLAN GROUND , .•• i � '� 0-0 - 'cy) IRDER TO REMAIN, XISTI G ' •. ••• -,�• ,1 i • NEW 6"SLAB. ;*. NEW POST :A. SEE PLAN _ N SONOTUBES. SEE PLAN FOR DETAILS NEW FOOTIN BASEMENT NEW POST.SEE PLAN SONOTUBES. SEE SEE BASEMENT PLAN PLAN FOR DETAILS • .•. EXISTING FOUNDATION WALL .ry :r BASEMENT SLAB ' ., .,,..•.. .4; '«.'..4!^•� it 1�' '•...•:.i��r. iT.• :i-... �'• •. ..,, .L �• .A i ' .,•. .�. �.• t••a:• ,, , .. t• •• � .,, .., •"— , .-._ -- -_. ._—_. .• i .. n • •, � •• y •••.1f..:.."•••.,•. t• .1. •.1•.. 'i• A «•r, t• :� •.y; :y ',�• .r.. .t -` .,,.. ...,,. ....,,.,. .,.. ..... pl Otl SECTION 2 t - k . ....__........................._.._.................__. ....._.................._. ..... .....,.. _.. ...... ... .. .. ._... ... ...........-______._......... ! SCALE:3i8"=V-0" �-EXISTING FOOTING _` EW FOOTINGS EXISTING FOOTING { TO BE CONFIRMED ING SLAB TO BE CONFIRMED TO BE CONFIRMED ON SITE. SEE PLAN TO REMAIN ON SITE ON SITE � FOR DIMENSION. CONFIRM EXACT LOCATION PRIOR TO POURING FTG. ( � l � � F- 1'-0" V. .F ASPHALT ROOF SHINGLES ON ON 30#BLDG. 3 ' PAPER UNDERLAYMENT 1 -O V. NEW R-30 BATT INSULATIO ON 3/4"PLYWD. DECKING ON ONTINUOUS VENT O� NEW FRAMING PER FIRST FLR. PLAN �. _... HEIGHT OF METAL GUTTERS TYP 15'-10" V.LF Q ............------ CEDAR PRE-FINISHED WOOD TONGUE --- AND GROVE SIDING INSTALLED VERTICALLY PER SPECS ON#30 RLDG PAPER / I i Cv • .,.�, 'CC ON A" PLYWD SHEATING / ATTIC ' +1 w a) NEW LVL BEAM ATTIC �- i Cn CASED WITH ELECTRICAL rn' to I PROJECT DDRESS: ul p I _... _ EAS MAF 1500 STAR ' LAN Y 1 - -- -- -- - _— _---.... _......... -. _.. — — HEIGHT OF CEILING pr i 9'-511 0 ' SHIPLAP AT CEILING Z ( GYP BOARD AT WALL �EW CEILING JOISTS WITH BArT I- � I INSULATION AND GYP BOARD INISH X SEE PLAN FOR SIZES W SEE P BATH DATE: 2.: 23 O �2"GYP BD AT WALLS. W i ALT.WALLPAPER ELEVATION \\"-4" BATT INSULATION ; I SCALE: - 2 (SOUND) i iv e , . P. BEDROOM P. BAH �? AATED RIDGE TIES. SEE PLAN DRAWN 8 KJS o i � A-9 — OFFICE o 'DECK T- -- ul 00 REGISTER =D ARCHITECT STAMP: 1 _ FINISH WOOD FLOORIN CEDAR PRE-FINISHED WOOD TONGUE ON 3/4" PLYWD.SUBFLOOR ON j AND GROVE SIDING INSTALLED VERTICALLY ��FtED ARC I _ FINISH WOOD FLOORING--\ I 1X R S PAPER N FRAMING SPRAY CLOSED CELL PE 4;DECKING'BOAR S PER SPECS ON#30 BLD i �5 JEq T _...-....____ ON 3/4"PLYWD. SUBFLOOR ON \ R-30 INSULATION AND VAPOR BARRIER I OVER FRAMt G ON e" PLYWD SHEATING -� s, A _ FRAMING AND SPRAY FOAM R-30 PER SPECS � INSULATION PER SPECS G� 1 i HEIGHT OF 1ST FLR •r N N ' r. ' > �; ' I ' NEW DECK STRUCTURE _ 1'-7" ZD ol NEhN GROUND ;`sT 04436 �`�' .�; r}_ �.���•'• •• .^.• .•.W• f .wtw: •. 4I...•:.t y4f , . •1,• ••'• ,+.1./• VT••♦ 111. _•. ;I.•• • '.:I•'i•. •.!•w,:i,•.,.�•.' .! .Yt• , t. .4 OFN�� 0 oil O if rt' ...... ........ `' ...... ... r+t_ .. J • DRAWING SHEET NAME: NEW 2"CONCRETE SLAB '' } X. ?� �;► , :._�. .fit. ;t I f•• :� .i. =•.4 „;�;, EXISTING 4"SLAB •�• BE CONFIRMED is+,;�; SEC IONS • r N TO / ON SITE - . XISTIN FOOTING XISTING FOOTING SONOTUBES.SEE TO BE C NFIRMED TO BE CONFIRMED PLAN FOR DETAILS EW FOOTING. EW FOOTING. ON SITE SEE PLAN SEE PLAN ON SITE SECTION ? \ EW FOOTING NEW FOOTING EXISTING SLAB . DRAWING ,HEFT NO: i SEE PLAN ;. . ... T ... VAPOR BARRIER AT EXIS SCALE:318"=V-0��... ........ . _ __.._... -_ _- -..._ - -- ---.... -_ — — — _ - BASEMENT SLAB — 8'-0tt ■ ARCHITEC 'S: NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. I 3. ELECTRICAL INALKTHROUGH REQUIRED BEFORE WIRING. 4. CONFIRM NEW AND EXISTING WINDOW SIZES BEFORE S M U E L S & PLACING ORDER. S E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 F WINDOW SCHEDULE WINDOW TAG WIDTH R.O. HEIGHT R.O. MANU TAG ! TYPE MANU 3 CONSULTi "ITS: A :3'-0 1/2" 4'-0 CXW14 CASEMENT Z" ANDERSON 400 _ SERIES DOUBLE ANDERSON 400 B — T-5 5/16" CX235 CASEMENT SERIES -- ----- - f - - - STRUCT(j ?AL C 6-3 1/4" 4'-0 1/2" CX24 DOUBLE ANDERSON 400 ASPHALT ROOF SHINGLE SL MARE: CA &ASSOCIATES _ CASEMENT SERIES 188-04WE 3TMONTAUKHWY ON ON 30#BLDG. ANDERSON 400 PAPER UNDERLAYMENT D 1'-91, 4'-0 1/2" CN14 CASEMENT SERIES ON 3/�PLYWD.DECKING ON NEW ASPHALT ROOF SHINGLE HAMPTOP BAYS NY 11946 -- ---- -- ---------- -- -------- NEW FRAMING PER ROOF PLAN ON_XISTING FRAMING NEW PVC TRIM T PHONE. 6 '1.728.9480 E 1' MATCH EXISTING SERIES --- — --------- {_------- -. ---. -- ------ - - ----- - -- : - ------ -- -- -----------— NEW METAL GUTTERS LOCATION PER PLA NEW SCONCES PER SPEC 2'-0 5/8" ANDERSON 400 IF 2'-0 716" C16 � CASEMENT — — — — — — — — — HEIGHT of ROOF OWNER: SERIES }... — — 3'-5 3/8 6-0 7/16,. I ANDERSOON 400 ASPHALT ROOF } I ''� ' I _ i � ; - f . r • 4 . ;+ � i _ i G P3560 PICTURE _ _ -. .. .__;._ T ._ _....._.. ___ ,....,. .:__._I a TILIAKOS SERIES SHINGLES ON ON 30#BLDG. L } ' I , T ---- -- --- --- — PAPER UNDERLAYMENT .. LF � � J.:....�.. . ,... ! 1500 STAR LANE { 2 4 7/8 3 5 5/16 ANDERSON 400 ON/ PLYWD.DECKING ON I - }.. , t f :.'....:#:., J { H CW135 CASEMENT 1 ! I' L.:... L.:....+.............. '} ' ' O Y 11939 SERIES NEW FRAMING PER ROOF PLAN t I ,�, -� '^' s EAST MAR N, I t 1 ' . V N �.. .. , f , 1 ; 1 , �._ : I ' ... .. f . : REVISION, per+ _ DOOR SCHEDULE — — — — -NEW PVC _ _ - - ,_ . _ 1 HEIGHT OF CEILING : I : I � : I � t _— — - CASED COLUMN DOOR# WIDTH HEIGHT i MANU!NUMBER PANEL HARDWARE TYPE PER PLAN J 9'-5" PERMIT SI T 10/25/22 �— -- -- L-LOCK, I - ?— I— ID-1 2'-10" SINGLE --- I BIDDING S :T 11/15/22 — -- - P-PASSAGE - ----- - L-LOCK, N {❑ I J PERMIT RI VISIONS ID-2 ( -2'-8" 6'-8" SINGLE - 2128123 - --- - -- -- -- - ----- - -- - - - - 7" A P PASSAGE � I ' � � � � I I L-LOCK, ID-3 2'-6" 6'-8" ! SINGLE in EP WIN I EP w io P-PASSAGEi i ! J { ---------------------- -------------------- -- --------__ - - -r-- - ----- - -- ---- -- - - ------- -- --------- .3 S j 1 F EN i 1 3 SF N ; I � , l i I � I � I i � I ID-4 2'-0" 6'-8" SINGLE L-LOCK, : P PASSAGE ( — li I II � I - —-- ----- -- - ! - - - -- M ---- ID-5 1'-6' - 6'-8" -- - .- SINGLE- -- - P-PASSAGE iv iy L-LID-6 1'-0" 6'-8" SINGLE P PASS GE i HEIGHT OF 1ST FLR I ANDERSON 400 LOCK AND __. .. _.._ ___ m SINGLE GLASS ED-1 3'-1„5'-0 1/4" 6'-7 13/fi-8 1!2' SERIES -HP03068 DEADBOLT _ _ _ _ .. . . - ANDERSON 400 GROUND ED-2 GLASS SLIDING LOCK SERIES-FGP5068 9'-10 3/4" 6'-8 1/2"' ANDERSON 400 KEY LOCK AND EW S UCCO FINISH.SEE SPEC \_44EW 2"PVC BLACK 4 PANEL, 2 SLIDING TRIM AT WINDOWS TYP. SERIES-FGP10068 DEADB_O_LT T-111/4" 6'-10318"t ANDERSON 400 I CEDARPRE•FINISHEDWOODTONGU Ell SERIEST- GLASS SLIDING 2 KEY LOCK Ll EW 39'CABLE BLACKMETAL AND GROV PER SPECS 0 #3SIDING D DRTIC PLY STUCCO FINISH PANEL RAILIN PER CODE AND SPEC N 0 G PAPER AT POUNDATION WALL.SEE SPEC EW 38"CABLE BLACK METAL N FWG80611 ON B°PLYWD SHEATING RAILING PER CODE AND SPEC - 2'-6" EDAR PRE-FINISHED INSTALLED HORIZONTAL WITH ED-5 TBD METAL DOOR KEY LOCK I 1"GAPS BETWEEN BOARDS ---- --- ----- --- ----- - - - - - - - - - I — — — — — — — — — — BASEMENT SLAB LF �_ 8'-0" — — 1 � PROPOSED SOUTH ELEVATION SCALE:1 /4"=V--0" ! � Z 2 EW PVC TRIM TO MATCH EXISTING ( � ASPHALT ROOF SHINGLES ON ON 30#BLDG. PAPER UNDERLAYMENT ON%A NG PER DECKING ON AN --NEW METAL GUTTERS NEW FRAMING PER ROOF PLAN ( � CC NEW ASPHALT ROOF SHINGLE LOCATION PER PLAN(TYP) ON EXISTING FRAMINGHEIGHT OF ROOF ( � — _ i ✓ 15 10 V.I.F F_, J ) " uj V.1.F V� , EXISTING PVC TRI .......... t NEW TRIM TO MATCH EXISTING : I I + I 1 T t l i. f I } Ii 1 _ i - PROJECT DDRESS i N : L. I I I — — — — } i "I 2'-0" 3 5; 2-0 i I HEIGHT OF CEILING 1500STAR LANE ip EW METAL DOOR I 9,_5" EAST MAR ON, NY 11939 EW DOW NE R I FPoss• ED I ', is II , ' I � I I � DATE: 2., 23 j I I i l o PLACE N O co SCALE: i I D N WI DO NEW NDOW IND DRAWN B` KJS tD REGISTER :D ARCHITECT STAMP: j i I w — Jrik - _ HEIGHT ERE ARC I i I i i E i I �% : i i D y — aN�J Alvsq/T�� GROUND �. RAIL36"C LE BLACK METAL 3* ING PER CODE AND SPEC CED PRE-FINISHED WOOD TONGU EDAR PRE- NISHED INSTALLED HORIZONTAL WITH AND GROV SIDING INSTALLED VERTICALLY EW 2"PVC BLACK EW IPE WOOD STAIRS ER SPECS ON#30 BLDG PAPER I TRIM AT WINDOWS TYP. 1"GAPS BETV EEN BOARDS ON�"PLYWD SHEATING N II :`S'T,g7�04436 �O OF NEW I I — — BASEMENT SLAB -- B 0" DRAWING SHEET NAME: ELEVATIONS DRAWING SHEET NO: PROPOSED EAST ELEVATION SCALE:1 /4IF-V--0" ARCHI TEC '-S: NOTES .................... 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. PRIOR TO DEA40, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. 4. CONFIRM NEU✓AND EXISTING WINDOW SIZES BEFORE S i + M U E L S & PLACING ORDER. S E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULT/ '-ITS: STRUCTL ?AL .----. _.__.--___.__ . .._--. ___.._.. _—__ SL MARE,' "A &ASSOCIATES WINDOW SCHEDULE 2 188-04WE 3TMONTAUKHWY WINDOW TAG WIDTH R.O. HEIGHT M R.O. ANU TAG TYPE MANU f 3AYS NY 11__ 946 ---------- -!----- -_ ----_---'--t-- ---- __ __. .. _... ..__.. ._.__.... _. -----__ ANDERSON PHONE 6 1.728.9480 A 3'-01/2" 4'-0 ' I CXW14 CASEMENT_ SERIES _ ------ - OWNER: DOUBLE ANDERSON 400 B 'i'-3 1/2" 3'-5 5/16" CX235 EW METAL GUTTERS EW WHITE PVC CASED NEW ASPHALT ROO SHINGLE ` _ CASEMENT SERIES LOCATION PER PLAN ITYP) BEAMS PER STRUCTURE. ON EXISTI G FRAMING DOUBLE ANDERSON 400 SEE PLAN FOR SIZING C 5-31/4" ( 4'-0 1/2" ! CX24 CASEMENT [--ANDERSON SERIESTILIAKOS 400 1500 STAF LANE D 1'-9" 4'-0 1/2" CN14 CASEMENT — — — — — — — — — — — — - -�o— R- - — ff SERIES V.I.F EAST MAF Y 11939 E 1'-7" 6'-8" HPi1668 SIDELIGHT I ANDERSON 400 SERIES - .-_....__ ._._..__. ..- -- - - 1_ —_...._.—_. 2' 0 5/8"1 ANDERSON 400 VIFa, — V.I.F F 6-0 716 C16 CASEMENT iv SERIES ND R ON .,.,. 3-5 3/8 6-0 7/16 A E SO 400 zo G P3560 PICTURE , SERIES 12 REVISION' 6 a , < : - � ANDERSON 400 ..,...,:, ,: „ •. , .��,: .,, >:.�» ;;�- ,,�\_ :�_ 2 4 7/8 3 5 5/16 , A `�"„ „.. \\ \. .:: ;c \ a,\ \\ PERMIT SI T 10/25/22 I CW1 5 CASEMENT ?� , SERIES \, \ DING,. T 11/15/22 BlD f HEIGHT OF CEILING I _q/ ^� <r. y PERMIT 1 R VISIONS2128123 . .. ,. .,.. .:, ,.. .... .. \ ., to .., \, ,.\. \�`�:'t .<� •�.: •e.i u... .� : 4e•\ \a. �pt A i\<t •oua p \ Ew Yi,•• .te* e .v�°asa•\a���.aw�naswa\�;:ea ``\a DOOR SCHEDULE o � EW OR INDO _ 4 DOOR# WIDTH HEIGHT MANU/NUMBER PANEL HARDWARE TYPE - ID-1 ---2'-10 -- 6-8" ! SINGLE L-LOCK, - c . P-PASSAGE co L-LOCK, - -- -- -- ID-2 2'-8" 6'-81, SINGLE ------ — — - - _ - -  — --- - - - P-PASSAGE ID-3 2'-6" 6, 8„ i --'- SINGLE P PASOSAGE T __......-- --.....- ----- - rHPO os _ — , ------- M ID-4 I 2'-0" j 6'-8" I SINGLE L-LOCK, P PASSAGE L-LOCK, ..... 1. ID-5 I 6 6-8 SINGLE ----- ------- : I P-PASSAGE GROUND __.___----..._...._- _. _.._...------'-----__.--.-.-._.;..--____.__._.._..---_-__.__...__.__._ _......_.......__.._._...---...__... .._....._._.._......._..._._..__......_._--._..._..-----_._.._-- L-LOCK o.-o" — ID-6 I 1'-01, 6' 8" SINGLE P-PASSAGE „ ANDERSON 400 LOCK AND CEDAR PRE-FINISHED WOOD TONGU 7EW CABLE BLACK METAL I ED-1 3-1 6-7 13/16' SINGLE GLASS I ,I AND GROVE SIDING INSTALLED VERTICALLY (LING PER CODE AND SPEC _ SERIES-HP03068 : _ DEADBOLT Lr-1IJ'� EW GLASS SLIDING DOOS PER S CS N#30 BLDG PAPER I EW IPE EW PVC WHITE EW 2"PVC BLACK __ _, __.,_ PE 0 5'-0 1/4" 6' 81/2" ANDERSON 400 SEE SCHEDULE ON I-PLYWD SHEATING WOOD STAIRS CASED COLUMN TRIM AT WINDOWS TYP, ED-2 I GLASS SLIDING LOCK SERIES-FGP5068 I PER PLAN iv -- _ — /4` 6'-8 1/2"! ANDERSON 400, KEY LOCK AND CEDAR PRE-FINISHED INSTALLED HORIZONTAL WIT ( �` 9'-10 3/4" ED-3 4 PANEL,2 SLIDING 1"GAPS BETWEEN BOARDS SERIES -FGP10068 DEADBOLT ANDERSON 400 I 7'-11 1/4 6'-10 3/8"� EERIEST - GLASS SLIDING 2 KEY LOCK ED 4 I PANEL FWG80611 _.._._...__.._.._-__................_.. _ _._........._._.__......._...._....__.._.. _.._. ....._.. _. .......... ._........_........._......._............,. ------- _ ...__ _ — — - — — — — — — — — — — — 2'-6" 6'-8" ED 5 ! TBD METAL DOOR KEY LOCK BASEMENTSLAB l_I PROPOSED WEST ELEVATION - SCALE:1 /4"=1'-0" rn 3 � � o ASPHALT ROOF SHINGLES ON ON 30#BLDG. Q) LAYMEN PAPER UNDER ON g/4"PLYWD.DECKING ON FRAMING PER FIRST FLR.PLAN — — — — -- — — HEIGHT OF ROOF 15 10 V I F — — PROJECT DRESS , , 1500 STAR LANE to EAST MAF ')N, NY 11939 .. . ...... - - - - - HEIGHT OF CEILING It 9,5,. — — DATE: 2.: 23 --NEW PVC WHITE CASED PER PLAN LUMN N N I SCALE: r o I o DRAWN B` KJS M EW DOW M NEW OW M REP WI r� REPLNE Q 4 SF N 4 SF N 4 SF N 4 SF NIN 00 REGJSTEF "0 ARCHITECT STAMP: yED ARc / x r r r HEIGHT OF 1ST FLR 1 7 �— — GROUND +r F �. 0,_v, x S I F WININDOWSSPERSPEC ANDERSONI PER NEW 2"PVC BLACK TRIM AT WINDOWS TYP. EW 36'CABLE B CK ETAL s�gTF pF IV1 N�0 RAILING PER COD SPEC a N CEDAR PRE-FINISHED WOOD TONGU AND GROVE SIDING INSTALLED VERTICALLY EDAR PRE-FINISHED INSTALLED PER SPECS ON#30 BLDG PAPER HORIZONTAL WITH ONj"PLYWD SHEATING 1"GAPS BETWEEN BOARDS DRAWING ,HEFT NAME: BASEMENT SLAB — C`r L r` /r,H T'O A t S - - - - - - Bo — C iv PROPOSED NORTH ELEVATION DRAWING SHEET NO: SCALE:1 /4"=1'-0" ioal ARCHI TEC "S: S M U E L S & S E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULTi 'ITS: STRUM AL SL MARE: CA &ASSOCIATES 188-04 WE 3T MONTAUK 14WY HAMPTOP 3A YS NY 11946 PHONE: 6 '1.728.9480 OWNER: TILIAKOS 1500 STAR ', LANE EAST MAP ON, NY 11939 REVISION,- PERMIT Sl T 10125122 BIDDING �r _T 11115122 PERMIT Rl 'VISIONS 2128123 SIDING ' NEW FRAME WALL 2x6 @ 16" OC W/ R-19 BATT INSULATION AND %-- EXT GR PLYWD WOOD FLOORING ON _ ...__ _.__... ._...._ _._. _..... " TWO LEVESL OF PLYWOOD SUBFLOOR 2X8 FLOOR STRUCTURE WITH R-30 INSULATION PROVIDE 5/8"x12" ANCHOR BOLTS-- -- - - - - \ SIDING AT 32" O/C.. PROVIDE TERMITE SHIELD \� �, � NEW FRAME WALL f AND SILL SEALER w 2x6 PTL PLATE. 2x6 @ 16" OC W/ R-19 BATT - TOP OF FINISHED s #5 @ 24"oc EACH WAY— - - - . ~��, \~ INSULATION AND /$„ EXT GR PLYWD f FIRST FLOOR WOOD FLOORING ON TWO LEVESL OF � PLYWOOD SUBFLOOR ( � r- \ ' 2X8 FLOOR STRUCTURE ' X WITH R-30 INSULATION w • �•i'o '..• • PROVIDE 5/8"x12" ANCHOR BOLTS O (2) #5 REBAR (TYP.) CONT------- - - -- 1 811 AT 32" O/C.. PROVIDE TERMITE SHIELD TOP OF FINISHED f CRAWL S PACE AND SILL SEALER w 2x6 PTL PLATE.CONC-FOUNDATION - FIRST FLOOR �--. = #5 @ 24"oc EACH WAY WITH WALL BRACES q,,v A (oco bo \ I (2) #5 REBAR (TYP.) CONT �.. L1J EXISTING 4" THICK CONCRETE SLAB- - , ;.• CONC FOUNDATION Id 12"x24" CONC FOOTING _.,____ _ :. WITH WALL BRACES '.' LIQUID WATERPROOFING D/7 T=1N i ' PROJECT ODRESS: (3) #5 REBAR CONTINUOUS - -` ' _ BASEMENT TOP ., �o 0 CRAWL SPACE 4 EXISTING 4 THICK a ,!; — 1500 STAR , LANE OF FOOTING a EAST MAP )N, NY 11939 A , 12"x24" CONC FOOTING � ° BASEMENT TOP #5 REBAR C �� ° OF FOOTING 3 AR CONTINUOUS _ a . ' ° t/ /' Q r G a ' DATE: 2.: 23 a SCALE: , a (3) #5 REBAR a DRAWN B` KJS CONTINUOUS o o REGISTER --D ARCHITECT STAMP. d a • • �EFtER AR _ ti JEAN S,� TKO : srgTF 04436 OF NEW DRAWING SHEET NAME: DET/ AILS CRA WL SPACE DETAIL 2 CRAWL SPACE DETAIL 1 SCALE:1-1/2"=1'--O" SCALE:1-1/2"=1'--O" DRAWING SHEET NO: ARCHITEC 'S: i S M U E L S & S E E L M A N 25235 MAIN ROAD CUTCHOGUE,NY 11935 CONSULTI '4TS: STRUCTL AL SL MARE,' '-A &ASSOCIATES 188-04 WE ST MONTAUK HWY HAMPTOP 3AYS NY 11946 PHONE: 6 1.728,9480 OWNER: TILIAKOS 1500 STAR , LANE EAST MAR nN, NY 11939 3" VENT THRU ROOF REVISION: PERMIT S! :'' 10/25/22 BIDDING c . T 11115122 PERMIT Ri tIISIONS 2128123 ROOF 2"VENT LAUNDRY/ BATH 105 MUD ROOM MASTER BATH POWDER KITCHEN -BATH .00 2" VENT 2" VENT 2" VENT �...- C) - BUILDING EXTERIOR WALL WASHING M KITCHEN SINK -.. LAV LAV WC WC LAV WC LAV t � Q SHOWER SHOWER • -.. W FIRST FLOOR FRESH AIR VENT PROJECT. ODRESS: 3" WASTE 3" WASTE 1500 STAR } LANE EAST MAR ON, NY 11939 DRAIN LINE TO SEPTIC TANK DATE: 2.,' 23 3"WASTE SCALE: _ SLAB ON GRADE DRAWN B I KJS REGISTER -D ARCHITECT STAMP. 4"X3" C.I. ?'�N D NS��co 1 HOUSE TRAP A PLUMBING RISER DIAGRAM ` SCALE: NTS ;.1- 04 I366OF w�o�� DRAWING SHEET NAME: PLUMBING RISER DRAWING SHEET NO: A 0 All ARCHITFC IS: __.... ....__.. _....-.............___......._......_......_.__..._..__.._......._._._-----.--.__.------_..___.__._______.....__ _____._.___..__.___-._.._._ ___.._..._---.---...----__._._.................._............. _.._._....._..._._..-----_---.----..-------.-_�_. rT=m `�TF�'�JC;TU AI RF IF'"v" R�� �,1_F F- VARF, �i ='F 1 FIND-BORNE DEBRIS PROTECTION FOR OPENINGS HO FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS '1 ��- �7 ����C;�T f,.` U'U Tf��,h.; K H ' ; H'/�'1,�,", f-�.:�'�,���TI:?f�"' �;�,`i: , (�`,I '1' i 1 �=141 E11 �1 r x 1 /'� W `` 4 MAXIMUM MEAN ROOF HEIGHT- 35') /-- SIMPSON LSTA-20 GAGE Ll 3 `"� � - `'1 - S M U E L S & RIDGE STRAP-ALL ROOF RAFTERS t _ USEIOCCUPANCY 25235 MAIN ROAD li 2 x 6 TIE @ EACH RAFTER CUTCHOGUE,NY 11135 I! ;' IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: _ L F IL"/ PESIV � TcvICE SHIELD UNDERLAYMENT REQUIRED FROM EDGESHUTTER ASSEMBLY DESIGN IN ACCORDANCE WITH AMERICAN CONSULT, /ITS: I N.T.S. ; FOREST PRODUCTS '",J/JCS FRAME FOR PANEL SPANS: 0 <4'0 WIDE SPAN 1 CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE 23/32"(3/4")APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 7 HEIGHT � 'E�+„RAP I`�.'E PJIETHOD STRUCTL SAL (OVERLAP AROUND OPENINGS 4") / ALTERNATE POSITION OF - ,�y SL MARE: t;A &ASSOCIATES HURRICANE CLIP USE AX I P,:! U P'J'i GROUND SNOW LOAD - 45 PSF. 188-04 W1 ::T MONTAUK HWYHAMPTOI BAYS NY 11946 I! ASSEMBLY: SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIRST LEVEL - 40 PSF. L.L. PHONE: E 1.728.9480 j #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. WOOD SCREW @ 16" O C SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING CLIP NAILED.FROM BEDROOMS - 30 PSF. L.L. OWNER: #10 TEE NUTS ATTACHED TO BLDG. w/#10xl-1/2 ( W/WASHERS) RAFTER TO STUD.- FIRE AREA WIND SPEED - 130 MPH - 1, MACHINE BOLT 12" O.0 TYPICAL ALL RAFTERS ii C SEISMIC DESIGN CATEGORY - B TILIAKOS @ 5-8d NAILS EACH END ---------- J' _�`J (�, > 1500 STAF LANE E' WEATHERING - SEVERE EAST MAF ON, NY 91939 APA RATED PLYWOOD TO r FROST LINE DEPTH - 36" ! EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT - T �, REVISION. r`l VCJ �1 f`(;`�,L I_ ��� T F f 1'�, JiE ��'rC�'�)D ICE SHIELD UNDERLAYMENT REQUIRED - YES _ PERMIT S, r 10125122 (- I�N" R CT 1 I_�[',J BIDDING ,' =T 11115122 PERMIT R, VISIONS 2128123 _ _-_IULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2'OC GENERAL NOTES 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESHWATER SUPPLY ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE,AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE,AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 1 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY t- PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. TO OVER LAP BOX BEAM-TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. �l 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE i SHUTTER �'1SS E E LY x - DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS, 2 6 @16"O.C.. PLATE N.T.S. STUDS - - - > PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS: 4'OR WIDER SPAN FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS,3/4" DIAMETER. 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") VERIFIED BY CONTRACTORS) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS 24" OC HURRICANE CLIP USE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. @ ' SIMPSON H2.5A 4-8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: SIMPSON MST27 BEARING CAPACITY OF TWO(2)TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE, 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVIPIIZED OR METAL VSDTkAP @ BGoC, LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12"0 C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w! NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT( IF APPLICABLE ). POSITION NEAR 8d NAILS @ 4"O.C. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ' #10x3"(w/WASHERS) GALVANIZED OR STAINLESS STEEL RELATIVE DENSITY. WOOD SCREW @ 16" O.C. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21, SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND I ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 ( W/WASH! FPS) SUPPORTED BY DOUBLE UPRIGHTS,9.0 FT AND OVER MACHINE BOLT @ 12" O C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG, MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. Cn FOR DESIGN, 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO ( m 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS • G LAZED O P E N I G PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE 9. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED& PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS, Z IN ACCORDANCE WITH LARGE MISSILE TEST OF �.. F' ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY O CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVEPANELS TO BE PRECUT MENTIONED WINDOWS. WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. ( n HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH.WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER - SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF I II PANES TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE f AND LOCAL ZONING AND BUILDING CODE COMPLIANCE co SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. uj a, a, NAILING SCHEDULE (FRAMING NOTES PROJECT ,)DRESS: TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" 1500 S7AF LANE I DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. FAST MAF ON. NY 11939 BETTER. I SIZED FOR NAILS; rCNTACT A?CHITEC:- Foz BOX NAIL SIZES INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1,5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN.THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. CEILING JOISTITOP PLATE 4-8d (TOE NAILED) - 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DATE: 2.: ?3 7 CEILING JOIST/PARALLEL RAFTER 8-16d(FACE NAILED) EXPOSURE 1,3/4" MIN, THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE a a a_ a a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE SCALE: COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4"strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY 'TECO" OR APPROVED EQUAL. FOR GABLE ROOFS ' BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE DRAWN B' KJS 0< 10 0RIM BOARD/RAFTER 4-16d(END NAILED) 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER REGISTEF -D ARCHITECT STAMP: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH a a `�`l �� TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. I a r A STUD/STUD 2-16d (FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. �tED AR , I: I 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA 'CE a h HEADER/HEADER 16d(FACE NAILED) % ti5 ,1EgN % TOP or BOTTOM PLATE/STUD 3-16d (END NAILED 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Q\� I' r' p 0 BOTTOM PLATE/FLOOR JOIST 3-16d(FACE NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND ��� G I! a 10< g<,45 @ 8.-0 O.C. MIN. PROVIDE 2"SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) a BRIDGING/JOIST 2-10d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND " BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) stairs etc. )OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4" I. CABLE ROOFS LEDGER STRIP/BEAM 4-16d FACE NAILED - - ( ) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 + 10° e<-45 ° JOIST ON LEDGER/BEAM 3-16d TOE NAILED 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 6'.� 04436 Q`E" 10 c,,.3u ( ) F N PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING,STORAGE,AND ERECTION OF q��OEW�O 'I BAND JOIST/JOIST 3-16d (END NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE.8d COMMON NAILS, 4'0 C BAND JOIST/SILL or TOP PLATE 3-16d(TOE NAILED) RECOMMENDATIONS. .............. ...................................................................... .._..............._ AT I IIGF I PRESSURE ZONE-f '0 CPLYWOOD ROOF DECKING 8d @4"O.C. EDGES, @8"O.C. FIELD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORT(:?NS OF ROOF-TYP, WITH RATED GALVANIZED METAL CONNECTORS BY STRIP SHEATHING 8d (ONE/RAFTER) 14, ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 112" DIA. 10< 0<30 0 PLYWOOD WALL SHEATHING 8d @4"O.C. EDGES, @8"O.C. FIELD "TECO"OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.C.. DRAWING SHEET NAME., PLYWOOD SUBFLOOR DECKING 8d @6"O.C. EDGES, @12"O.C. FIELD ( PROVIDE 8d NAILS 4"O.C.AT PERIt�FTF_R INTfR10R 9" NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS!N HIGH PRESSURE 70NrES BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO STR� PP I N G NOTES NOTE:a=4 FT. IN ALL CASES SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE, FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER, DRAWING SHEET NO: is