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Home My WebLink About1000-23.-1-2.10 r OFFICE LOCATION: rjf SOUjyoMAILING ADDRESS: Town Hall Annex l� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Telephone: 631 765-1938 cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 15, 2021 Re* LWRP Coastal Consistency Review for DOMELUCA II, LLC SCTM# 1000-23-1-2.10. Inter-Science Research Associates, Inc. on behalf of DOMELUCA II, LLC requests a Wetland Permit to demolish existing barn and sheds; construct new single family residence with an overall footprint of 26'9"x63'0"; a 39'9'/2"x63'0" terrace including approximately 18'0"x30'0' interior space; a second 26'9'/2'x24'2" terrace running east; a 25'0"x19'0" terrace including approximately 16'0"x20'0" interior space running south from the main single family dwelling; proposed 18'2"x82'0" swimming pool; and the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within the footprint of the existing driveway. Located: 14895 Route 25, East Marion. SCTM# 1000-23-1-2.10. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of - - ----Southold-Town-Code and-the Local-Waterfront-Revitalization-Program-(L--WRP)-Policy-Standards.--Based------— - -- - upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as,L well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. The following is reocmmended to further policy 6. 1. Require the installation of a IlA OWTS. 2. Require that the plans show the perpetual non-disturbance buffer in Wetlands Permit 9260. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold 4 ZO'Z1 i .I,WRP CONSISTENCY ASSESSMENT FORM ` - r-,r'r,ul: ' r�;;.�nr;sry c3oard A. INSTRUCTIONS L______.. 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the prepares of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its signifflicant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 23 - 1 - 2.10 PROJECT NAME Domeluca II LLC Proposed Single Family Residential Development The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate*response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: Construction of single family residence, terraces and driveway as shown on site plan. Proposed pool and enclosure to be submitted under separate permit. - IDSIGN NA - For T)itUCAtIa; C Situate 14895 Route 25 (Main Road) and Dam Pond,East Marion Town of Southold, Suffolk County,New York PREPARED,FOR: Doineluca II, LLC `c/oJsabel",Sousa,Dow Built 253 36" Street, Suite-B313 Brooklyn,New York 11232 ,PREPAP D..B..Y, Inter-Science Research Associates,Inc. Environmental Planning&Development Consultants P.O.Box 1201, 36 Nugent Street Southampton,New York 11969-1201 LANDSCAPE ARCHITECT: Steven Stimson,Landscape Architect 288 Norfolk Str "Pt Cambridge, Massachusetts 02139 ARCHITECT; Olson Kundig 159 South Jackson Street#600 Seattle, Washington 98104 1 ,SURVEYOR: Kenneth M. Woychuk Land Surveying, PLLC P.O. Box 153 Aquebogue,New York 11931 DATE PREPARED; November 2020 The following is a Design Narrative prepared to support the application made for the proposed residential construction on the Domeluca II, LLC property located at 14895 Main Road and Dam Pond,East Marion. The property includes Suffolk County Tax Map Number 1000-23-1-2.10. 3.2 acres are involved in the overall project site based solely on the Suffolk County Tax Map records. A copy of the Suffolk County Tax maps for the subject property is found immediately following this page of the design narrative for the convenience of the reviewer. It is specifically noted that the state had issued a Letter of No-Jurisdiction Tidal Wetlands Act May 13,2016 for all portions of the property landward of the 10 foot contour. A copy of the jurisdictional inquiry is found immediately following this page of the design narrative for the convenience of the reviewer. Furthermore,this office has made a formal follow-up submission to NYSDEC for a letter of non jurisdiction for this project concurrent with the Town of Southold application. i1!r iFiti�; s >r�ai*gar�r w R ic. u[a•a�<r� r>�r�e, tid.k# _R Proposed Single Family Residential Improvements. The architectural plans show the proposed single family residential improvements proposed for this project. It is noted that the proposed swimming pool and enclosure are to be filed separately. The following improvements are proposed at the current time,based upon the site plan included in the architectural plan set: Terrace. The overall size of the proposed terrace is 39'-9 %s°'x 63'-0". This includes interior space approximately 18'-0"x 30'-0". The proposed pool and enclosure are to be submitted under separate permit application. 2, Single Family Residence. The proposed single family residence has an overall footprint of 26'-9 '/2"x 63'-0". A second terrace is proposed running east with dimensions of 26'-9 %"x 24'-2". 3. .Proposed Terrace. Approximate dimensions of 25'-0"x 19'-0"running south from the main single family residential footprint are proposed. This includes interior space approximately 16'-0"x 20'-0". All interior space proposals are connected as shown on the architectural plans. The single family residential improvements involve a total footprint of 2,548 square feet as shown on the provided architectural plans. The total square footage of the terraces, exclusive of interior space, is 3,655 square feet. All improvements are located in the upland portions of the property landward of the 100 foot wetlands and bluff setbacks. The proposed pool and enclosure are to be submitted under 2 separate permit. For the proposed terraces and single family residence, the improvements are located landwardNof the_100 foot wetlands and bluff setbacks. 4. Existing Buildings. The existing barn is to be removed under the current application. The existing sheds are also to be removed under the current application. 5: Proposed Driveway. The proposed driveway does extend into the 100 foot setback. The proposed driveway is, however, located within the footprint of the existing driveway. All improvements are shown on the architectural plans prepared by Olson Kundig and the site plan prepared by Stephen Stimson,Landscape Architect. It is noted that the surveyor has been commissioned to stake the proposed single family residential improvements proposed for this property. When completed,the surveyor will submit an updated survey for the town review. Concurrently, the project sponsor has retained S.L. Maresca Consulting Engineers to provide sanitary system plans,drainage plans and proposed water service for this lot. These plans will be forwarded to the town as soon as they are proposed. It is noted that the anticipated sanitary system design will be located under the proposed driveway landward of the 100 foot wetlands and bluff setbacks. Similarly, the drainage will be located in the interim areas south of `the proposed single family residence and'landward of the 1d0'foot-wetlands•arid bluff setbaeks.- Thaarchitectural plan=set-prepared by Olson Kundig is incorporated,by-reference_,iiito this design narrative. Similarly,the'landscape architectural site plan is incorporated into this design narrative by reference. The survey work completed by Kenneth M.Woychuk;Land Surveying, PLL(is"the survey of record at this time. DomelucaLLCDESIGNNARRATIVE11052020.wpd 3 Location of action:. 14895 Main Road East Marion, New York 11939 Site acreage: 5.03 Acres. Present land use: Single family residence. Present zoning classification: R80 Zoning District. 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Domeluca II LLC c/o Isabel Sousa/Dowbuilt (b) Mailing address: 4001 Aurora Avenue North Seattle,Washington 98103 (c) Telephone number: Area Code( ) (631)299-1397 Direct(206)633-3003 Main (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 1:1n No LV I If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPS D COAST POLICY Policy 1. Poster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable ;Prior home on this lot has been demolished. The existing buildings on this lot will be demolished. 'The development proposal includes a new single family residence, accessory structures including ' literraces and driveway. The proposed pool and enclosure will be the subject of a separate application. Policy 2. Protect and preserve historic and archaeological resources of the Town of,Southold. See LV%W Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No W1 Not Applicable Answer for Policy 2 'Not applicable. The structures remaining on this lot are in various stages of disrepair and will be .removed. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria V❑ Yes ❑ No ❑ Not Applicable ;This development proposal includes a modest single family residence and accessory structures which will be in keeping with this section of the Town of Southold. i c f NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ,❑ No 21 Not Applicable The development proposal is in the higher elevations of the property and lies outside of the Flood 'Insurance Rate Map flood zones established by the Federal Emergency Management Agency. i Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Wl _Yes ❑ No ❑Not Applicable !This modest residential proposal will be constructed with a silt fence located at the seaward limits of !the building envelope. The proposal will include standard drainage for roof runoff as well as standard 'drainage for the proposed driveway. The construction site will be promptly seeded and 'lawn/landscaping established as the construction is completed so that erosion and related loss of sediments does not occur. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑No ❑Not Applicable Answer for Policy 6 All wetlands setbacks are met in this modest development proposal. Similarly, all bluff setbacks are ,met in this single family residential construction project. As such, no impacts to the quality and r function of the Town of Southold ecosystem including the tidal wetlands and surface waters of Dam Creek are anticipated. Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable iNo impact to the air quality of the Town of Southold is expected as a result of the modest development proposed. Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable No significant adverse environmental impact from solid waste general or the potential for hazardous :substances and toxic wastes are expected as a result of this modest residential project. E PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yew] No W] Not Applicable This project has no effect on public access, recreation use or coastal waters, public lands and public resources of the Town of Southold. 4 1 i WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No V Not Applicable This site does not contain potential siting for water-dependent uses. Policy 11. Promote sustainable use of living ;marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable ` Similarly, this site does not contain potential siting for sustainable use of living marine resources in ,town waters. Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 91 Not Applicable No farm land is involved in this development proposal. Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No IV] Not Applicable No energy or mineral resources are involved in this project. PREPARED BY James L.Walker TITLE Principal Planner DATE Q� �- W - 1 I III- - . _ I I I I , , 1 ' - , I . PROPOSED POOLAND ENCLO�URE, \ _J TO BE SUBMITTED UNDER SEPARATE POM O y ' 1 PERMIT I 191-011 1 , i I _ f „ TERRACE N 1 - 21.5 Lo 1 I 1 _ ' 12 0 _ - -_ PROPOSED TERRACE T \ ' 21.5 II 1 I ,I I I , _ I - � i - , I I II ; I -- P OPOS D TER ACE 4.IF - : 24 2 6 --, PROPERTY LINE p J `— ------ --- -� 20FT SIDEYARD SETBACK 16 -- --- - - --- - I_+ I J J _ t r - PROPOSED WALLW215,-- T - - -�\ I II I I ��4 ;,,'� I� i 11,1 i II r7 II I I �I I I PROPOSED v / �F - _ I DRIVEWAY.- I , DDh/1ELUCA LLL.- I i 01 \ \,\ ` - EX�LDGIO_ I ° BE REMOVED I . I I I I - I ' - � I I � I , - y . --- -- `\ , - lDL I�LA��D DD`,1t - - -- I T�'E�`�� I LTJ 1 OCT 2 8 2020 - I I � .r I - I I � i I ' I i - - _ LA1JC N D / i OF C,DDF'l_DC CA,t'✓IDD'DLF- \ / I I I \" 0 15 30 60 ft - LANDSCAPE ARCHITECT ARCHITECT DESIGNER CONTRACTOR ISSUE DATE DESCRIPTION SCALE oN?EARC y STIMSON SPRELIMINI Y: NET FOR CONSTRUCTION 2 G ES 1 1"=30'-0'• KARL s � SITE PLA N THIS DRAM IG IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT N 0 R T H F 0 R K R E S I D E N C E DATE Lu } 44� INTENDED R CONSTRUCTION. DO NCT START CONSTRUCTION WITHOUT A 3 77777 SEALED SE 01 CONSTRUCTION DOCUMENTS. STEPHEN STIMSON, LANDSCAPE ARCHITECT OLSON KUNDIG R P MILLER DOW BUILT 4 09.29.2020 COPYRIGH- S'.EPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC. 14895 MAIN ROAD EAST MARION , N Y 11939 5 DRAWN B Y -- I ALL RIGHT RESE2VED. NO REPRODU;TION, IN WHOLE OR IN PART, IS 288 NORFOLK STREET 2 MOUNTAIN ROAD 159 S JACKSON ST #600 35 E 10TH ST 8B 253 36TH ST. SUITE B313 PERMITTEE .1SONA 30 CIITESLANDSCAPEA 'CHITS HS, INC. NFROMSTEPHEN CAMBRIDGE, MA 02139 PRINCETON, MA 01541 SEATTLE, WA 98104 NEW YORK, NY 10003 BROOKLYN, NY 11232 SCTM : 1000-23 -1-2 .8 STIMSON STI".iSON F iOCIfTES LANDSCAPE ARCHITECTS, INC. 6 T 617 876 8960 T 978 464 5200 T 206 624 5670 T 646 478 8201 T 347 732 2621 7 REVIEWED BY o P E R M I T T I N G L 1 . 0 STIMSONSTUDIO.COM 8 SS v 63 2 lei 78 75 IS p U T H p L r ' - - - ?' �+Mulford Pt 49 40 28 7 /31 )dent' <rJ- Ter`r I�/ Pt l v j lql, M. 71< �.�� Village. 9 `/ `I:' I 8 _ _ -. ) \\• t Cem •. 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NAINTENANCE,ALTERATION,SALE OR .y E VILLAGE OF E S.ee nt°ILLro ------- bne 0nronnen o vnmr Dew tm --w-- ,F.na O.el Lro--RST-- FIRE ,IrOnrNi DISTRIBUTION MCE.FANYTION.PORTION SAE THE A' y P 23 rsn>. ^� R, -- R LIGHT 41 -TtR 'a P Count Center Riverhead,NY 11901 021 022 (� swm sale O�men.kn �vlvr Wn LW omMli+ --,-- anew.Ggee lin.--A—.-- SUFFOLK COUNTY TAA MAP 15 PROHIBREO �" �IE. Y M PMR XNSE SONE W FEET D nINXa 2]- ..d— 721 A(d)w 12 1 T°"^L'^n --- M6.plYn --p-- w.m.+brtaual_--VAY-- NlBN.WGp ° TEVATER 1MTXOIIT MITTEN PERMISSION OF THE .►�... � 300 0 A n y,0`�1 132 InsrRlcr No 1000 REAL PROPERTY TAX SERVICE AGENCY P 030 077 eay.eao 121A(°) M4wL_ ----- sww,_ —s-- '1�� PROPERTY MAP CONVERSION GATE Nm 25 2018 Revisions 12.24-97 ��— 04-01-97 D1-17-D2 S 02-01.02 -_!" x - "' N360162 06-06D2 NW01B2 W 10-2309 03-04-10 / \ 06-17-10 I� a 12-07-12 01-29.14 160-14 7 2 rr 34 OA(c) THE ORIENT-EAST MARION /= PARK DISTRICT x 1f, tio�pPl F D 26 M D 60 P D.65 LD 40 e e 4P e 40 0 is l �O a ,&%I, 97 / 13 1pry�, i R co c /� •`/ \ a '6 O \ \ �ti1 c\ ✓e 6 ,A \ \ Is \�C30c "Po R`�NS 31 tie O A ro 0 / � x 19P1c\ T e 32 z fi Plcl 28 19 ,1 T 2 3A e 2 OA >m 33 � a 0 15 M vB 2.7 • / M.D.60 3 2A Z H j I FOR PCl NO �I SEE SEC NO j --II 022.030241 x /U H, 11.3. / N 358 3B2 L Pmpnl.rRWLuw Sulemebn lel Na I'n Ned lmN SNml0ubcl Lne --BCH-- 11renN MlM Dna --N-- UNLEBS OpAVM OTMERMSBALLPROPEfrtIES COUNTY OF SUFFOLK © K on TOWN Of SOUTHOLD SECTION NO E o.^.b.mmm.^Mm. s.eam.w�BbnwBNaw 21 O r4-Mwac� --F-- R.w.am.Ivw --R-- A"E wiNiNTNE FcuoMNc asmlcrs NOTICE tODWr7L� E 730 Ca —� ) Bbe N. 2 swoot 1 BEWER 1BA.A MAINTENANCE ALTERATION SALE OR fS Real Property Tax Service Agency Y 023 VILLAGE OF 02'3 O.M Dawmon n vAlw oeW Lm --w-- Nbiwol O�tlM lw--KZT-- FIRE fir. M19I DISTRIBUTION OFANY PORTION OF THE � County Center Riverhead,N Y 11901 N slromislaN ^^ Sebe Omenwl m ��^Irlw -- LPBIpyM�a --L-- �unWYno oiNim line--A-- UGN 40.41 REFUSE SUFFOLK COUNTY TAX MAP 15 PROHIBITED •• M 132 SCALE FEED D P+ml N. 23- o.aMo 121 A(d)er 12 IA T°'^l'^° --- Ped otlM Lina --P-- vanw.anPnnn4ro--wN-- AMBUthVtE DS' wltTEywTER WITHOUT WRITTEN PERMISSION OF THE ^•I.yS lee 100 400 A 022 DISTRICT NO 1000 REAL PROPERTY TAX SERVICE AGENCY1P PROPERTY MAP 41ebbdAm 121A(e) POm �---� ..er MlM Lbe -8� 1 CONVERSION DATE N"24.MIS i E C OCT 2 8 2020 Southold Town Qoard of Trustees I ~< I, -- �h y' i I^ �� !i I!'',�Idl'' •��ir' !)+, Illj - _ I it NORTH FORK WEST t! 14895 MAIN ROAD, EAST MARION, NY 11939 SHEET NO SHEET NAME dl SHEET NO SHEET NAME SCTM. 1000-23-1-2.8 GENERAL STRUCTURAL A000 GENEML INFORVJ1nON 5001 'GENERAL STRUCTURAL NOTES AO 1D PSSEA�LIES • 1 Sp 02 ISTRUCTURALOESIGN CRITERIA LEGEND AD.20 IWINDOWIDOOR SCHEDULE 1 'AND ABEREVIATIONS IAO 30 'ENERGY CODE-AREA TAKEOFFS I. 1 l�0° 'LOWER LEVEL FOUNDATION PLAN PERMIT SET IA031 IENERY CODE-RESCHECK • 1 S2.10 A4VN LEVEL FRALSNG PIAN A032 'ENERGY LODE-RESCHECK IS2.11 'CLERESTORY FRALNNG PLAN R LANDSCAPE 15210 ROOF FRAMNG PLAN • 1 09/2 V/2020 L10�EPLAN I�-W BRACED FRAME ELEVATIONS ARCHITECTURAL 5301 IFOUNDATIONSECTIONS IA1.00 LOWERLEVELPLIN r I 1 01 '1U,1ER1TRW1,U SECTIONS iA2.10 'MAIN LEVEL PLAN IS+`01 �TYRCAL DETAILS A220 [ROOF PLAN • � TYPICALDETA- 1A300 ELEVATIONS M113 -ATYPICAL DETAILS • A301 IE EVAnoNs i X01SCHEDULES 159 South Seattle, n Washington 98104 USA on St,Suite 600 T 1D 15ECn lAaoP aSDNS EC .I TGTALSHEETS 27 0 1 s o n K u n I wusecnaNs +1 206 624 5670 olsonkundlg cam i i PROIECT INFORMATION VICINITY MAP PROJECT DIRECTORY ABBREVIATIONS MATERIALS LEGEND SYMBOLS LEGEND NOT TO SCALE 8 @ AT FA FIREALARM OA OVERALL SITE ADDRESS. w I CENTERUNE FB FLAT BAR OC ON CENTER ....... GRID UNE REFERENCE 14895 MAIN ROADIt y WOOD BLOCKING SHIM :f PROPERTY LINE FD FLOOR DRAIN OD OUTSIDE DIAMETER PROJECT�ppRPSS EASTMARION NEW YORK 11979 C�o 0 DIAMETERFE FlREEXTINGUISHER OVERFLOW DRAIN 14895 MAIN ROAD '6T 0 POUNDOR NUMBER FEC FIRE EXTINGUISHER CABINET OFF OFFICE EAST MARION,NEW YORK 11979 �IL m (E) EXISTING FF EL FINISH FLOOR ELEVATION OH OVERHEAD SOUTHOLD SUFFOLK COUNTY DOMELUCAR LLC 6 3 n (N) NEW FH FIRE HYDRANT OHWM ORDINARY HIGH WATER MARK FINISHED WOOD 13235 MAIN RD - FHC FIRE HOSE CABINET OPNG OPENING A LOT SIZE. MATTITUCK,NY 11952 AS ANCHOR BOLT FINFIR FINISH FLOOR OPP OPPOSITE 2182125E(S OJ ACRES) 7631298.8065 yR ABV ABOVE FF FINISH TO FINISH OSB ORIENTED STRAND BOARD _ T67168D 1157 ACC ACCESS FIN FINISH —INSULATION FLOOR AREA ACOUS ACOUSTICAL FLASH FLASHING PBD PARTICLEBOARD LOWERLEVEL(UNCONDITIONED)23125F(A200) INTERIOR DESIGNER ACP ASPHALT CONCRETE PAVING FUR FLOOR,FLOORING PCC PRECASTCONCRETE MAIN LEVEL BNTERIOR) 2.580 SF IA2.10) RP MILLER,INC ACS ACCESS PANEL FLUOR FLUORESCENT PCF POUNDS PER CUBIC FOOT MAIN LEVEL(EXTERIOR DECK) 3,711 SF(A2 la) 135 FIFTH AVE,2nd FLOOR ACT ACOUSTICALTILE FOC FACE OF CONCRETE PERF PERFORATED MINERAL INSULATION 2 ROOM REFERENCE GARAGE ROOM NAME NEWYORK'NY 10010 AD AREA DRAIN FOP FACE OFFIMSH PERP PERPENDICULAR G101 ROOM NUMBER TOTAL 8,607 SF 7 646478 9201 ADA AMERICANSvath DISABILITIES FDIC FURNISHED BY OWNER- PL PLATE T 310880.2286 ADJ ADJUSTABLE INSTALLED BY CONTRACTOR PLAM PLASTIC LAMINATE -Z _ 320 SF CONTACT RODMAN PRIMACK t• ASSESSORS PARCEL NUMBER. AFF ABOVE FINISHED FLOOR FOM FACEOFMASONRY PLAS PIASTER DC7"�� GRAVEL SCTM 1000-234-2.0 rodman@rpm0erdeagncom Oa ra AGGR AGGREGATE FOS FACE OFSTUDS PLWD PLYWOOD AIB AIR INFILTRATION BARRIER FP FIREPROOF PNL PANEL �. APPLICABLE CODESARCHITECT. } ALT ALTERNATE FPL FIREPLACE PNT POINT ��; REFERENCE DOOR 2020 BUILDING CODE OF NEWYORK STATE OLSON KUNDIG Z ALUM ALUMINUM FR FRAME PR PAIR STEEL SCIffDULE APPpOX APPROXIMATE FT FO LAOR FEET PRCST PRECAST _� 2020 PLUMBING CODE OF NEW YORK STATE E.s 1595 JACKSON ST SUITE600 z 2020 MECHANICAL CODE OF NEW YORK STATE SEATTLE,WA 98104 v ARCH ARCHITECTURAL FTG FOOTING P POUNDS PER CUBIC FOOT 3 DOOR REFERENCE 2020 FIRE CODE OF NEW YORK STATE a T20fi 6245670 ASPH ASPHALT FURR FURRING PSI POUNDS PER SQUARE INCH 2020 EXISTING BUILDING CODEOF NEWYORK STATE .Brz•+- F2066243730 AUTO AUTOMATIC PUT FUTURE PT PRESERVATIVE TREATED I I CMU 2020 FUELGAS CODE OF NEW YORK STATE PRWCIPAL ARCHITECT TOM KUNDIG < FW FULL WIDTH PTN PARTITION 2020 ENERGY CONSERVATION CODE OF NEW YORKSTATE Lam@dsonkundgcom W BD BOARD PVC POLYVINYLCHLORIDE 4 WINOOWfSKYUGHT REFERENCE A 2020 RESIDENTIAL CODE OF NEW YORK STATE CONTACT CHRIS DERRICK y BITUM BITUMINOUS GA GAUGE �� O chns@dsonkundg cmm BLDG BUILDING GALV GALVANIZED R RISER . STONE AUTHORITY HAVING JURISDICTION Y BLXG BLOCKING GC GENERALCONTRACTOR RA RETURN AIR TOWN OFSOUTHOLD NEW YORK 14NDSCAPE ARCHITECT. pN BM BEAM GL GLA55 RAD RADIUS ELEV 000 STIMSON STUDIO Q BO BOTTOM OF- GLAM GLUE-LW RATED RD ROOF DRAIN 5 ELEVATION/DATUM REFERENCE .Tom" r PHYSICALADDRESS 288 NORFOLK ST O O ON BOT BOTTOM GR GRADE REF REFERENCE WOOD FRAMING TOWNHALLANNEXBUILDING CAM BRIDGE MA02139 I d BRG BEARING GWS GYPSUM WALLBOARD REFR REFRIGERATOR 54375 RO1TTE25 SRE T61787fi 6960 U 1 = Kp BSMT BASEMENT GYP GYPSUM REG REGISTER SOUTHOLD NY 11971 CONTACT JOEWAHLER + F- Q o BUR SUIT UP ROOFING REINF REINFORCEDRD H BE BIBB RE pvzNer@sWnsansWdo cam Q. �� CAE CABINET HC HOLLOW CORE REO REQUIRREM ED PLYWOOD e —DRAWINGNUMBER BUILDING LOCATION MAP CML ENGINEER. O �'µ O m 0 6 EXTERIOR ELEVATION 6317651802 Z . CB CATCH BASIN HD MGH DENSITYOVERLAY RESIL RESILIENT A700 SHE MOTTO SCALE INTERSCIENCE n CEM CEMENT HDR HEADER REV REVISION.REVISIONS REVISED LAND USE 36 NUGENT ST PO BOX 1201 CER CERAMIC HDWD HARDWOOD RH RIGHT HANID 63176518D2 SOUTHAMPTON NY 11969 '__t-- RIGID INSULATION CIF CAST4N-PLACE HOW HARDWARE RM ROOM --- _ `s T fiJ12835950 CJ CONTROL JOINT MA HOLLOWMETAL RD ROUGH OPENING -'— PROJECT DESCRIPTION �'^� a+ 4 DRAWINGNLMBER CONSTRUCTION OF DETACHED SINGLE-FAMILY DWELLING UNIT AND ��" r I CLO LENNG HORIZ HORIZONTAL RML RAIN WATER LEADER _ 7 BUILMNG SECTION STRUCTURAL ENGINEER. CLK CAULKING HP MGH POINT !400 SHEETMIMBER r1K' �=-- �},-! SILMAN CLO CLOSET HR HOUR S SOUTH i l-�"_`- FOAMED IN PIALE INSULATION SWIMMING POOL(UNDER SEPARATE PERMIT) a r 7Z OLD SLIP 10TH FLOOR - s• .. CLR CLEAR M HEIGHT SAF SELHIDHERED FLASHING -r' J' : .�. -}j1 `� ,- NEW YORK,NY 10005 CMU CONCRETE MASONRY UNIT HVAC HEATINGIVENRLATINGIAIR SAM SELF-ADHERED MEMBRANE n�ax;�,= 7 212 620 7070 COL COUNTER OOTWAT R SC SOUDCOREDUL - — _ ZONING INFORMATION - CONTACT pANL EVANIS COL COLUMN HW HOT WATER SCHED SCHEDULE --_ EARTH q DRAWING NUMBER PAULE ANS CONC CONCRETE HWT HOTWATERTANK SD SMOKE DETECTOR - - 8 WALLSECTION p410 SHEET NUMBER LAND USE ZONE. �7 rr�� CONN CONNECTION SECT SECTION R,gg CONTRACTOR I� 1� I/ 1, _ CONST CONSTRLCTION ID :N IDE SG SHELF,S SHELVING DOWBUILT,INC f'F1r�-. ]L`�� V I1'V CONT CONTINUOUS IN INCH SHV SHELF,SHELVING ALUMINUM 1 LANG USE REQUIREMENT REQUIREMENT PNOPOSEO 25336TH STREET SUITE 8317 CONTR CONTRACTOR INCL INCLUDED SHR SHOWER BROOKLYN NY 11232 DRAWING NIRABER MIMMUIV LOT SIZE 80 DOO SF 219212 SF (C100] CIT CORRIDOR INL9UL INSULATION SHT SHE T NTACT2621 9 INTERIOR ELEVATION 4 A%XX 2 MINIMUM LOT WIDTH 175' PER SITE PLAN L7 00 CPT CARPET CARPETED IM INTERIOR SNTMTL SHEET METAL CONTACT RYDER REYNOLDS CRS COLD ROLLED STEEL INN INVERT SMTG SHEATHING BRICK SHEET NUMBER der dow6wTLcom CSN COUNTERSUNK SIM SIMILAR %� J MINIMUM LOT DEPTH 250 PER SITE PLAN L700 7 @ LNFABLE FLOOR AREA 650 SF 2580SF JAI101 CT CERAMICTILE JB JUNCTION BOX BOG SLABONGRADE LOT COVERAGE 20%(43842 SF) MECHANICAL BELECTRICAL ENGINEERING. OCT H ZOI O CTR CENTER JF JOINT FILLER SPEC SPECIFICATION BUILDING HELM 35' 12 (A300] ABS ENGINEERING CU FT CUBIC FEET IT JOINT SQFT SQUARE FOOT(FEET) CONCRETE %% —DRAWING NUMBER NUMBER OF STORIES 212 1(0.700) 37 WEST 37TH ST,6TH FLOOR SQ IN SQUARE INCHIES) 10 DETAIL REFERENCE SHEET NUMBER NEW YORK,NY 10018 DBL DOUBLE KR KITCHEN SST STAINLESS STEEL YARD SETBACKS. T 2123172761 X401 DEMO DEMOLITION KO KNOCKOUT STD STANDARDT 46 480 DET DETAIL STL STEEL ( SIDEYAD 60' PER SITE PLAN L100 CONTACT ALEX DIA DIAMETER LAIR LAMINATE LAMINATED STOR STORAGE SIDE YARD 20' PER SITE PLAN L100 CONTACT ALEX SCHWARTZ DIM DIMENSION LAV LAVATORY STRUCT STRUCTURAL BOTH SIDE YAR0.5 45' PER SITE PIAN L700 elex@ebsen&neer com ,J DL DEAD LOAD LBS POUN0.9 SUSP SUSPENDED REARYARD 75 PERSITEPLANLI00 LIGHTING DESIGNER, S�UtIIUlTTste { DN DOWN U LINEAR FOOT(FEET) GYM SYMMETRICAL DR DOOR IH LEFTHAND WETLANOSETBACNS. 2PIERCE EST GNTINGSTUDIO UITE1 Board of Trustees DROPNG DOOROPENING LL UVELOAD 7 TREAD STRUCTURPOOLSdRELATED 50 PER SITE PLAN L700 28WESTKTH 10 SUITE 703 STRUCTURES,LANDSCAPE NEWYORK NY 10001 DS DOWNSPOUT LOC LOCATION T TONGUE AND GROOVE AND GARDENING AND T646 525 3038228 DSP DRYNTANOPIPE LP LOWPOINTTEL TELEPHONE 11 ASSEMBLY REFERENCE X% DRIVEWAYS T CONTACT IL DT DRAIN TILE LT LIGHT TER TERRAZZO � CONTACT EILEEN PIERCE DW DISHWASHER TG TEMPEREDGLASS SEPTIC TANKS 75 PER SITE PLAN L700 SITE epreme@P,emelght Iplb6o com DWG DRAWING MAS MASONRY THK THICK MATL MATERIAL TO TOP OF_ N RESIDENCE,SANITARY 100' PER SITE PIAN L100 E EAST MAX MAXIMUM TOB TOP OF BEAM (LEECHING MAT POOLS CESSPOOLS), EA EACH Me MACHINE BOLT TOC TOP OF CONCRETE CURB 12 NORTH SYMBOL EJ EXPANSION JOINT MC MEDICINE CABINET TOF TOP OFFLOOR,FOOTING,FRAME ' dL6DMATERIAL GENERAL NOTES EL ELEVATION MDF MEDIUM DENSITY FIBERBOARD TOM TOP OF MASONRY I 1CODE5 All WORK SMALL CONFORM APPLICABLE LANG USEANDBUILDING CODES AS ELEC ELECTRICAL MDO MEDIUM DENSITY OVERLAY TOP TOP OF PARAPET,PAVEMENT TDP OF BLUFF SETBACKS. AMENDED ABY LL WORK SMAL HAVING JURISDICTION ELEV ELEVATOR MECH MECHANICAL TOPO TOPOGRAPHY RESIDENCE SANITARY 100' PER SITE PLAN L700 ENCL ENCLOSURE MEMB MEMBRANE TOS TOP OF SLAB STEEL ,✓"-' 'L� (LEECHING POOLS.CESSPOOLS) 2.DO NOT SCALE DIMENSIONS FROM DRAWINGS USE CALCULATED DIMENSIONS ONLY EQ EQUAL MEZZ MEZZANINE TOW TOP OFWALL 1 f SWIMMING POOLS AND RELATED NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST pdnmpalarchitect TK EQUIP EOUAPLMENT MFR MANUFACTURER TS TUBE STEEL 13 REVISION REFERENCE STRUCTURES EST ESTIMATE MIN MINIMUA TSTAT THERMOSTAT 2 1 3 CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK prokct manager CG EW EACH WAV MIR HORROR TYP TYPICAL J �'r NOTIFY THE ARCHITECT OF ANN DISCREPANCIES drawn by DF EXHFN EXHAUST FAN MISC MISCELLANEOUS REFERENCE CONSTRUCTION MEMO ISSUING REVISION EXIST EXISTING MD MASONRY OPENING UNO UNESS OTHERWISE NOTED ONLY MOST RECENT REVISION SHOWN CLOUDED 4 VERIFY ALL ROUGH4N DIMENSIONS FOR EQUIPMENT PROVIDE ALL SUCK-OUT, NL Ili EXP EXPANDED,EXPANSION MTD MOUNTED REFERENCE FOR PREVIOUS REVISIONS REMAIN BLOCKING BACKING AND JACKS REQUIRED FOR INSTALLATIONS EXPBT EXPANSION BOLT MTL METAL VB MNYL BASE DATE OF REVISIONS INDICATED AT RIGHT MARGINS checked by OC EEXPO EXPOSED XT EXTERIOR MUL MULLIONVVEENPT VE TICAL BUILDING CODE 5 DIMENSIONS ARE TO EXTERIOR FACE OF CONCRETE/WOOD FRAMING UNLESS Job no 1305405 N NORTH VEST VESTIBULE OTHERWISE NOTED date 092812020 MA NOTAPPLICABLE VG VERTICAL GRAIN APPLICABLE CODE. 2020 RESIDENTIAL LOGE OF NYS NIC NOTINCONTRACT VIF VERT INFIELD SEISMIC. DESIGN CATEGORY B 6 EXTERIOR WALL FRAMING 2x6 WOOD STUDS UNLESS OTHERWISE NOTED NO NUIBER VT VINYLTTILENoNOMINAL I 7 INTERIOR WALL FRAMING 2x4 WOOD STUDS UNLESS OTHERWISE NOTED NRM NOISE REDUCTION W WEST FIRE PROTECTION NOT REQUIRED BUT WILL BE PROVIDED I mvmions NTS NOT TO SCALE W/ WITH e W/0 WITHOUT FIRE SEPARATION DISTANCE >5' INC WATER CLOSET PERMIT NOTES WD WOOD WOW WINDOW CODE REQUIREMENTS REQUIREMENT PROPOSED , WFWIDE FLANGE EXT WALL RATING JR3021(1)] 041R(FIRE SEPARATION 41 04IR WF BM WIDE FLANGE BEAM FIREBLOCKING[R301 111 ATCEILING AT CEILING BUILDING PERMIT TO BE FILED(TMS APPLICATION) WG WIRED GLASS MIN ROOM AREA IR30411 70 SF PERAZ.10 WH WATER HEATER MINCED HEIGHT R13051] 7FEEi PER A710 MECHANICAL TO BE FILED UN DER SEPARATE PERMIT WL WATER UNE SAFETY GLIaMG(8308 4) @HAZARDOUS LOC PER A300 ELECTRICAL TO BE FI LED UNDER SEPARATE PERMIT WILD WELDED EGRESS DOOR(R31121 11 DWELLING UNIT MIN PER A210 PLUMBING TO BE FILED UNDER SEPARATE PERMIT WP WATERPROOF SPRINXERSYSTEM(R31321 NOT READ I>3-STORIES) PROVIDED(SEPEAATE SrMING POOL TO BE FILED UNDER SEPARATE PERMIT WPM WATERPROOFMEMIBRANE PERMR) SEPTIC TO BE FILED UNDER SEPARATE PERMIT WR WATER RESISTANT SMOKE ALARMS[R314 21 EACH DWELLING UNIT EACH DINE LUNG UNIT FIRE SUPPRESSION TO BE FILED UNDER SEPARATE PERMIT o date by WSCT WAINSCOT WSG WIRE SAFETY GLASS WTR WATER - WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH ENERGY CODE WT WEIGHT APPLICABLE CODE 2020 ENERGY CONSERVATION CODE OF NYS PERMIT SET CLIMATE ZONE 4(SUFFOLK COUNTY) � osiza)zozo { COMPLIANCE PATH UA TRADE-OFF ASSEMBLY PERFORMANCE VALUES AD 10 AD 30 WINDOWS DOOR INSULATION VALUES A02D UA TRADE-OFF LALCUILATION AD 30 ENERGY CODE INSPECTION CRECKLIST AD 30 AD 31 GENERAL INFORMATION A0.00 i o¢E 9'B -o b ��a I �yR m m 10 C } Z ROOF OVER UNCONDITIONED ROOF OVER CONDITIONED 2 075419 PVC ROOF MEMBRANE 075419 PVC ROOF MEMBRANE U)075419 COVERBOARD 075419 LOVER BOARD i w 075419 POLYISO INSUL TAPERED(IX MIK) 075419 POLYISO INSUL TAPERED(R59) 0q 061600 PLYWOOD SHEATHING PER STRUCT 075419 VAPOR RETARDER Q 061500 WOOD DECKING - - 061600 PLYWOOD SHEATHING PER STRUCT Y W 061000 EXPOSED TIMBER JOISTS •-� 061500 WOOD DECKING pN 061000 EXPOSED TIMBER JOISTSO Q O S LL 0 �a OZ n mU E Z ;!4n ROOF ASSEMBLIES SCALE 1 1/2'-1'-0- P D P V L_ � V.' WOOD TILE GWB 062000 WOOD PANELING 071900 WATER REPELLENT REOTI) 992990 5/0'GYPSUM WALLBOARD 061000 WOOD FRAMING 097014 TILE (PER SCHEDULE) ! 061000 7%IND FRAMING OCT 2 O 20 O 09011fi ACOUSTIC BLANKET INSULATION f=_y 093005 THIN SET MORTAR '�' 096116 ACOUSTIC BLANKET INSULATION o ` 062000 WOOD PANELING _ 097005 UOND MEMBRANE WATERPROOFING 097900 5/6'GYPSUM WALLBOARD - - -`- 093005 12CEMENT BACKER BOARD rte\ It 061000 2X WD FRAMING 090116 ACOUSTIC BLANKET INSULATION / 1 062000 WOOD PANELING Southold Town �! _ 'COMPLY WITH TCNA STANDARDS I Board of Trustees I INTERIOR WALL ASSEMBLIES SCALE 1 1/2'-1'-0- pnnupal arcNtect TK Wrz; `W7 proled manager CG WD SIDING CONCRETE BELOW GRADE dmvm by OF NL 062000 WOOD SIDING ' -i-_ 712000 DRAINAGEFILL checked by OC ii -'I 072717 SELF ADHERED AIR WATER BARRIER - KT �'_7� 071700 ORAINAGEMAT ri-_-= ph ne 1305406 INTERIOR _ EXTERIOR Ofi 1fi00 PLYWOOD SHEATHING PER STRUCT ~^-__'7_ 07 172fi BRMHENE WATERPROOFING O6 1000 2X WOOD FRAMING PER STRUCT(VENT) i— W 7000 C 1 P PER STRUCT date 09120020 I 'I 072100 512'THERMAL BATT INSULATION IR 06 -211 i 2000 W000 PANELING I EXTERIOR WALL ASSEMBLIES SCALE 11/2 i ' no date by F1 F2 I CONCRETE SLAB ON GRADE { - -=--n-===� CONCRETE SLAB OVER FRAMING (UNHEATED5PACE) PERMIT SET 033000 CIP CONCRETE TOPPING SLAB 033000 C I P CONCRETE PER STRUCT 270000 HYDRONIC RAD IAM HEATING .. 712000 DRAINAGE COURSE PER CML O:JIZBIZO20 033000 SLIP SHEET 312000 PREPARED SUBGRADE PER CIVIL it 061600 PLYWOOD SUBFLOOR PER STRUCTURAL i 'v'., _syy-r./m i ` I ` 072100 THERMAL BATTINSULATION(R-3B) J �} 061000 FRAMING PER STRUCT , ASSEMBLIES I FLOOR ASSEMBLIES AO. O SCALE 1 1/2'-1'-0 i J i y$c DOOR SCHEDULE o PERSCHEOULE PER SCHEDULE PER SCHEDULE n MARK LOCATION Function WIDTHDIMENSIONS HEIGHT DOOR7VPE FRAME TYPE! AREA I TYPE UVALUE I SHGC MANUFACTURER I MODEL REMARKS 3 cwn „y R 101 DECK Exlenar 3'-P 10'-5' D ALUM 35 IF GWss ! 033 058 034 DYNAMIC ALOMINARTE I w 5 w 1.2.1 DECK 64mar 4.10' 10-5 D ALUM 50IF Glass Oa7 058 034 DYNAMIC !ALUMNARTE pp 1DZ2'DECK Ealmar 4'-10' 10-5 0 ALUM SO IF !Glass Dai 058 034 DYNAMIC ALUMINARTE 4 103 SHA1R Elemor T-101R' 10'-6' 0 ALUM 30 IF Glass 033 058 034 DYNAMIC ALUMNARTE rX w+' �{ 1071 ENTRY Ekmar 4-51R' 10'•6' F ALUM 41 SF Glass 0a3 ! 058 034 DYNAMIC ALUMN-ARTS �i 1072 IDECK Extmor 4-517 110'•6' F ALUM 47 IF GIoa 033 058 034 DYNAMIC jALUMINARTE rL 258 IF m Opaque! 7 D ITBD .30 0 TBgym" I 0011 Eatnnr 4-S 9'•3' C WD 425E �Opeque 'r I, 'I`— 104 DECK IEME 2'-10• 10'•6' C WD 305E Opaque 037 0 0 TBD TBD _ TYPEA TYPE B TYPED 031 0 . TBD HOLLOWNETAL WD CLADTO MATCH SIDING I Z 7087 DE Enmsr 6'-0' 8'-0' B WMgNS ! d85F Opaque SINGLE SWING DOUBLE SWING SINGLE BARN 1082 IDECK DOae S-0' 8-0' R WM4N5 48 SF Opaque OT 0 . TBD !HOLLOWMETAL WD CLAD TCI MATCH SIDING Z s 1675E � O PER SCHEDULE 426 IF ai- PER SCHEDULE !Nem ALJ SER SCHEOULE 105 PDR JInt ODogae l ! ere 1'-6' 8-0' A WD 205E Opaque > NN 106 !BEDROOM Ieleror 4'-S 8'-0' C WD 365E Opaque `.t 141 aD 109 IWC INarior 12'-E' 111•0' A IWO 205E Opaque N (Y O �I 765F O LL 765E LL K N 7I � NOTES w 7 EXTERIOR GLASS DOORS RATINON GS BASED NFRC OWD-N-17-00915-00001 J S' / 2 AIR AND THERMAL BARRIER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS A }- 3 ALL FENESTRATIONS TO MEET INFILTRATION RATE REQUIREMENTS PER NFRC 400 r ` 4 ALLOPERABLE FENESTRATIONS TO MEET BLOWER DOOR TEST@50 PA.-3 ACH FOR CUMATE ZONE 4 TYPED TYPE E SINGLE GLAZED SWING DOUBLE GLAZED SWING TYPE SALL GLAZED DOORS TO HAVE SAFETY GLAZING PER R70841 DOOR TYPES GLAZED OFFSETPNOT WINDOW SCHEDULE SCALE 1/4"m 1'-0" DIMENSIONS(ROUGH OPENING)MARK OPERATION WOPENING)HEIGHT AREA GLASS TYPE UVALUE SHGC IMANUFACTURER MODEL REMARKS j� {j1� 204 FIXED 23'-S 10'-6' 247 IF DBLGLAZED FIXED 029 038 B66 DYNAMIC ALI0dl0!-ARTE ID ({ C ,-L`'- !1 1•rV E LOW'E I `�+J lll!!! 11..,, !!L`�� 205 FIXED 4.10314' 7-fi' 125f DBL GLAZED, 029 038 066 DYNAMIC ALUMNARTE LOWE WALL THICKNESS u_ WALL THICKNESS �WALLTHICKNE55� 206 FIXED 5-11314' T-6• 155E OBE CdA'® 029 038 I 066 DYNAMO AIUMNARTE f VARIES n VARIES I VARIES n I LOW 207 FIXED 5'-7' 2'•6' 14 IF D�EUSEO 029 038 066 DYNAMO ALUNINARTE I u 1!'YT Q r/T 208 FIXED 16'-0° 7-6' 41 IF DBL GLAZED 029 038 .66 DYNAMO ALUMNARTE O V 1 � U T-O2 209 Fl%EO5-21R' 10'-6- 55SF DB GLAZED 029 ! 038 066 DYNAMO ALUTANARTE LOW E 210 FIXED 7-11' 10'-6" Ji SF OIL GLAZED 029 038 D66 DYNAMO ALUMNARTE .�.�� I d F LOW WeZED Bag 038 D6fi DYNAMIC ALUIWNARTE Southold Town l l 211 FIXED 7-0' 10'-S 7 5 LOIL OWS _ ! Board of Trusiees 212 IFIXED 2-11" 10'-6' 31 SF DBLGUQm, 029 038 066 DYNAMO ALIIMINARTE LOWF I _ 029 03B 066 DYNAMIC ALUMINARTE y 213 FlXm 5'-3' 10•S SS IF OBLGU1Zm, LOWS IFlXED 15'-8' 7-S 39SF IOBBILGLAZED 029 038 066 DYNAMIC ALIRANARTE LOWE - 't '- "•`'a. 215 FIXED 2'-0• B'-D' 16 SF DOL GLAZED, 029 038 066 DYNAMO ALUMINARTE LOW E 216 FIXED S-0' I 7-S 125F DBL GLAZED 029 038 066 DYNAMIC ALUMNARTE HM4NS WD ALUM LOW HOLLOW METAL WOOD ALUMINUM INSULATED THERMALLY 217 FlXm 24-10' 10'-6° I 2615E !DOW Elm 029 038 066 DYNAMIC ALUM INARTE BROKEN 218 FIXED 5'-1' T-6' 13SF IDBLGLAZED I 029 038 066 DYNAMO ALUMNARTE pnnclpal architect TK LOW project manager CCI 219 FIXED 4-6' 7.6' 115E OBLGUSID, 029 038 Dfifi DYNAMIC ALUL0NARIE FRAME TYPES LOS dawn by DF 220 FIXED 5-11" 2'-6' 155F DBLGUSED 029 1 038 1 D66 DYNAMO ALUMINARTE NL SCALE 3-a 1'-0' ILOWE 223 !FIXED Ill•1D 17 7-6' 30 IF DBL GLAZED 029 638 D65 DYNAMIC ALIIMINARTE checked by OC LOW _ jobno 1305406 ! 224 IFlXED 11'-10114- 7-6' 305E DBL GLAZED, 029 0,N 066 DYNAMIC ALUMNARTE LOW dam 09(111,7020 225 IF1XED 1'-3' T-6' 75F LIll OWELAZED. 029 038 066 DYNAMO ALUMINARTE 1002 IF FIXED IN SLIDING FRAME --e ! 201 'FIXED INSLIDING 3665F O�ELAZED, 029 038 i D66 DYNAMIC ALUMNARTE !FRAME 202 'FlXm IN SLIDING 24-11° 10-6- 1 262 IF D FUSED, 029 038 1 066 DYNAMO ALUM19NARTE !FRAME 6288F SEDER 221 SUDER T-4' 10'-6' 77SF 0BLGIAZm, 038 034 05fi DYNAMO ALUMINAR7E LOWS 222 SLIDER 9'-5114' 10'-6' 1005F DILGNZEO 038 034 0.56 DYNAMIC ALIDVONAR7E ILOWE ! __ 177 IF _ __— I I no date by NOTES 1FIXED GLASS RATINGS BASED ON NFRC DWD41-28-09-0 0000002 p- 2SUDINGGLASS RATINGS BASED ONNFRC DWD-WO-00018-00001 ``{ 3 AIR ANO THERMAL BARRIER TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS l 4 ALL FENESTRATIONS TO MEET INFILTRATION RATE REQUIREMENTS PER NFRC 400 k 5 ALL OPERABLE FENESTRATIONS TO MEET BLOWER DOOR TEST@ 50 PA c3 ACH FOR CLIMATE ZONE 4. ,PERMIT SET 6 ALL HAZERDOUS LOCATIONS AS DEFINED IN R3084TO HAVE SAFETY GLAZING REFERTOELEVAnONS(A300 A301( I 09/282020 I I I i WINDOW/DOOR SCHEDULE A0.20 i IAD7D1 I, � Qu %m 2 ENVELOPE LEGEND ---- - -- — - ---- - ---- -- - e 1 3 ROOF �yX B R GROSS WALL AREA-W21 A01D FOR OPAQUE PORTIONS _ _ _ - _ ' - -6 V2, I , � Ny 77 ,_ ••lj!l lilt({!J 7r JII1 r CEILJING-R1/A010 - �: - j. W6• ! it {I lf'I� !I•''' i 1�p�'ll r'}`#1,11i '1I AVG F_%ISTWG GRADE —_ '�r- MAIN LEVEL FLOOR-F21 AD 10 I •! 5 20'-0' 111 3 CRAWLSPACE —WAIT E 0ND- _WA ' OtAI—_;--- _.__ ____- .. •� '; GLP9NG4 DOORS-SEE ADIS FOR AREAS AND PERFORMANCE Z.T. T 1- �1'-917 I Z LOWER LEVEL A070}. Z 101-91 9 NORTH ELEVATION AREA TAKEOFF °z Lu L ENVELOPE TAKEOFF I SCALE 3/32"-1' ' MARK j AREA THERMAL PERFORMANCE TYPE j (A�D7D\)s'`` ' ,. .�\ tea` ✓_ ti- 7 ADI) CEILING I �`� 1' A• Cl 2479 R•50 I CEILING _ _ t;F O Z ((C 2479 `�J FLOOR ,.�:"� I'- a O m' I FI 2580 R-38 I FLOOR _ ''�` -I 0` a Z 7 y 2580 U GROSS WALL AREA RooF WI 800 R-23 GROSS WALL AREA 11 flit+'!kl>4lis'kell�i`.I`ii'FIE r' - - ---31'-612' W2 22 R-23 GROSS WALL r ILtr r,"1 `Ilial W1-T i' t" I. W3 684 R-23 GROSS WALL AREA W5 + t •i?�; hit i';'JL{ijj �W4 I it I{ ' II �u °Pili LI i AVGEwsnNGCRaDE i [lilt i j =1 �` i lI' li!i 1 `1u !'I -"'--- —1 �.41- �t�iIn 1� =. -�_[—.,, • " ,!! 2LEVEL _ W4 777 R-23 !GROSS WALLAREA 'J•tl rf f'•I • j I I �IF!ti{J — - - ------ - --- ---- - ---- - ------- -- 8 ALL EEVOND ! ( vll 1t1{t l -_ 4J? IJ#tl•I l' MAIN LEVEL �,:.�♦� 1 WS 22 R-23 GROSS WALL AREA ' W6 684 R-23 GROSS WALL AREA �X 4i W7 19 R-23 GROSS WALL AREA CRAWL SPACE S , WS 25 R-23 GROSS WALL AREA s-r 4y W9 24 R-23 GROSS WALL AREA ----- - ---- -- L -- - a--- - -- ---- W,_01' 19 R-23 GROSS WALL AREA 3076 WEST ELEVATION -AREA TAKEOFF FLOOR AREA AD7Dl 5 SCALE 3/32•m 1'-O- �� SCALE 3/32"-11.0" !{ NOTE SEE AO THERMAL FOR WINDOW DOOR AREAS APID TRMAI PERFORMANCE /III �Al2IOCT 2 8 20201'' V"5 Ci C C� 4 0 s Southold Town - - - - -- - -- - f RDDF I Board of lrustc�s 31'-612' ---- - -- -- - -'-- I I, � AVGEi R MSTINGGRADE I+'fl ~'f 1 — — 21,_D. WUN EL -_ - __ - —- - _ _ LEV 20'-0' CRAWLSPACE t 151_01 1 prmeipalarchitact TK LOWERLEVEL J ma 10-9 \ ro act negar CG dmwn by OF 1 ` 7\ NL "- - checkedby OC A0301 D\, bnc 1705406 �(4�� SOUTH ELEVATION -AREA TAKEOFF u,{ w� , ��>`.,, �. ' _ - ,e \ - SCALE 3/32"-V-0" y_— \ \�\ ��\\ ^*• \ - -- date 0912M028 \ \ \\ \\ ;Aa.aD s 3 AD3D7 _J re-ons 1 i DB ROOF _ _ _ m - _ -ROOF CII jt ��hi(!`'ili! W 31'•612' l ! II - �= �I 11 31- Will 1- Il]iflli��'.> ' I` 'I }y°i'f iiltt:k-I�. T W9 �tl IIS' !i Ltll(,CII 1' AVG Ey4STING GRACE AVG E%IS7ING GRADE__ ��\.�� \ I�-._Y_.•a--- --•-•" - ------ !I!' —` 11�' t •-x,J td (WALL BEYOND) MAIN LEVEL - �f� � #11t".hi•Lf#t^t'#I{+^,`�-'�- I••- i—'`--1r'-k{' t�..l, -4�!{i,-- -,K—�=.� --- — — MAIN LEVEL t ----- 20'-0'0' zit: 20'-0' v CRAWLSPACE CRAWL PACE-} PERMIT SET I _ 999 0912812020 _ -- LOWER LEVEL } -- 4 10'-9' 7 AD 3Dl I II PARTIAL SOUTH EL-AREA TAKEOFF EAST ELEVATION -AREA TAKEOFF ROOF AREA I ENERGY CODE- ? • SCALE 3/32 -V-O" l 3 SCALE 3/32"-1'-0" 1 SCALE 3/32"a I'-D" AREA TAKEOFFS I I I A0.30 i I c y E /��Generated by REScheck-Web Software REScheck Software Version:REScheck-Web 5 °° F...4.H..M.pecHon Compile.? j cemmo-di—xv-PHan. 8 1 �/ Compliance Certificate �� Inspection Checklist 6Rl�D N r I I `� I 30321 Apr°tecove covedngislnsWllanle OComplies E...polls,Requlrementlsnm applicable S m [fO13Y protect exposed inimu rmsulation ONot Observable and ez[entls a minimum of 6 in below Location on plans/spec No exposed estenar insulation p� Energy Code 20181ECC �+' grada pivot observabee be Requirements 100 0%were addressed directly In the REScheck software Divot phist Applicable I -�„o Project North Fork West Tex[In the'Comments/Assum tions"column Is provided b the user in the REScheck Requirements screen For each IF0 9 snow-aria¢e-meWn9 system commis 11D.x Nes E.ceptlon Repwrement is dip[applicable p Prov y 9m (F012P Ilnstalled CU., bre S 3 requirement,the user certifies mat a code requirement ill be mel and how that is documented or that an exception ONot observable location on plans/spec.Requirements will be met m Energy Code 2018 IECC Is being claimed Where Compliance is itemized In a separate table,a reference to that table Is provided [Mahon 20281Edr New York Section OND[POPlicabie beT Constrottion Type Single-family Pla V 1Y8nHed Fill Vaur�Hed .CompNe57 Commems/Assum i Additional COmmentslAssumptions a Pr<irspectlonlPWn Review pt° ProIMt Type New COnSLNCtbn 6R! IDI r Condition it Floor Pres 2,179 H2 1031. Constmcoon drawings and _ - )OCompl,es Requiremen[wfll be Glazing Area 67% 103 2 documentation demonstrate - L iY1O0oe5 No[ V 9 Ippill energy co de compliance for Me fONot Observable rx D`%an plans/spec Climate Zone 4(5572 HDD) B building envelope Thermal _ ONal Apphcable A030 A020 A030 ! Permit Data envelope represented an • Permit Number onstruction documents 1031 Cembuchon drawings and OCOTPies Regmrem— I]he at m 1033, dowmentabon demonstrate - (j`, he CUnstNction Site Owner/Agent Designer/Contractor 4037 en rgy code mmphance for ' - IONot Observable'LOCation on plansispec lolbi Wain Rea° Dern.1 a II LLC Tom Kundig IPn3Y lighting and mechanical syrtems 11 Requirempn[s will tib met 1 East Manon NY 11939 13235 Nain Read Olson Kundig aIo Systems serving multiple - ON,Applicable Y Matme,k NY 11952 159 South Jackson Street dwelling units must demonstrate I Z 63129B 8065 6th Floor compliance an ilia IECC • Sea(a,WA 98104 Commercial Provisions chits@oisonki n og com 3021 ,Heating and cooIlr9 equipment Is Heating Heating FOComplle, Requirement will be met OA r 403J sued per ACManu al S based ou.ng_ Ble1hr_ []Do.Net U) ¢ 1,1,212 on loads calculated per ACCAL—Uon on plansispec anual or other methods Bnvhng Cooling ONmAhservable Requirements will be met Ill t M ' j tu/hr_ Btulhr_ ONa[Applicable ,Approved by Me code°flit con,'.n[e4 A—eatter Than Coda Maximum VA... m VA 84) Mae,mum,HGC q 90 —s--C couixns:aiD aom'eawwe ai:°.,qy;,`,earouirarawemem.e,m,.e<ea<rom< o^rm.rnaaar rain Additional Commenss HnS /Assum o3. 111 Envelope Assembliesm p 0 O ° 2Zd VJ o` ¢o Gelling Flet ceilingschooling or school Truss 2 479 0 0 111 0 019 41 Extenor Nails Woad Frame 161 307 23 0 00 0 055 46 O eZ '^N Obeque Doom Solid Door(under 50%glazing) 167 037062 Door Glass Dan,lover 50%glaring) 258 0330 BS SHGC 034 Flxed Windows Metal Frame w/Thermal Break 1630 0290 473 5G 038 Windows(Slldersl Metal Frame w/Thermal Break 377 0380 67 SHGC 0 33 Furor All-Wood 1olorr"s 2 560 380 00 0 026 67 Corephanc< The proposed budding design descnlsed her—conseetchol,with the building plans spedli-i rw and other calculathu s Submitted with the Famed application Tie proposed building has been designed to meet the 2018 IECC requirements m REScheck Version REScheck-Wet,and to comply with the mandatory requirements listedm Me REScneck Inspection Checklist 2 )/)�'' t�y Name-Title gnatuse Date n I!—` {1 A �! V E 'L.J' LJ `/`/ 1==3 666111 1�Hlghal mpact(l lerl) 1-2 T limh um impact(Tiai2) rEow Impact ITmr3) 1High lmpaQ Wier11 I�Metlium Impact(Tier2) T3ltnw Impact(Ter31 Pmlect Title North Fork West Report date 0925/20 Prole ct Title North Fork West Report date 09/25/20 Project Title North Fork West Report date 09/25/20 Data filename Page 1 of 9 Data filename Page 2 of 9 Data filename Page 3 of 9 OCT 2 8 2020' Southold Town Board of Trustees I seetion Plan.Verifietl Field Venfletl section' i �ttiO" Plans Veered Field VeHfied a Framing!Rough4n inspection! Comptles7_ Cammanls/Assumptbm a {Framing/Rough 1n Impaction Pians VerMed Field Verrtietl I complies] Comments/AssumpU.ns O hunil.t on Inspection Value Valu° Campises7 - Comments/Assumptlens' 6 ,eq ID Value Value Valuo Value 6 Re 10 - —.._ D R! 1D, II Requirementwill De me[ 40211, Doer U-/actor U-_ U-_ OComplle, [ Envelope ssemexes IFF 6 Automatic or gravity dampers are 'IOCamplios Requirement will he med. 3031 All the lista insulate,is labeled j 'OComD es 402 3 4 ODoes Not cob/e far values A IFR19Y installed on all outtloa an 1 ODoes Nat [IN33P or ilia ms[ailed R-values yifp - ,jODces Not [FR111 Not Observable Intakes and exhausts �I]No[Observable LecetI....plansispec U ,provided - j S []Net Applicable j - Regmrements will be mac ONot Observable 1 ON�[Apent.blic IONot Apphcable 40213 Glazing U-fa<ter lerea weighted UT U_ OComplles See Ne Envebtt4ssemm,es Additional Comments/Assumptions: 40211 Flagrmsula[lon R-value R P-_ OComplies ,�eM Envelope Assemm�ea d0231 average) Oboes Nol robe rw ve,ue a0226 Wood ]Wood O0.Not [^ale,values 40233 02 3 3 ONot Observable RN31' ❑Steel O Steel ONot Ooservable 40 2js ONot Applicable ONOI Applicable _ 303 2, Floor insula0on installed per „ OComp les Requirement will be me[ principal architect 7K 30313 U-tactors of(adios rat tion protlucts _ "'.4-:OComplie, Requirement will be met °022] man fecturers inSUuce.-I and - 6ODoe5 Not project manager CO IFR411 a determined in accord"'' 99ODoes Not I [IN21s in substantial contact with Me _ `{"Not Observable A020 A400 plans/spec with the NFRC test procedure a -IONot Observable locati°n on plans/spe< V underside of Me send...Or Roar - ONot Applicable drawn by OF taken from Me debul[table f A020 Ireming Cavity Insulation is in _ .iONOI PpplicaDle contactwlththe[op sideol j { NL sheathing,or continuous _ 402 411 Air tamer antl thermal tamer s OCemplies Requirement will be at { insulation is installed on the ,� _ y Chadleed by QC [FR23Y installed per manufacturer 5 - _�Oppes Not I underside o/floor f2mmg he S� InxtruRmns_ ONat Observable lecatlen an plain/spec I extends from Me bottom to Me I J°b rlo 1305406 Requirements ill be met y7 =,ONat Applicable top.fall perimeter ileo,homing , 402-0 3 F.nestrsbon that Is not site Doli[ SOCpmpbes Requlremenf will be met ' members data 09128/2020 (FR201' is lined and labeled as meeting SOOoas Not ' 40211, Wall insulation R value 11 Mrs w a R-_ P-_ OComplies See cru Fnemope Assemmes AAIB AYDMA'CSA l01R S 2JA440 +.!(]Not Observable 40225 mawall with at least%of the Owood ]wood ODee,Not Wele for vmucs or las mfiltalkh rale,per NFRC ONot A d02 2 6 wall Insulation on the wall 400 that do not exceed code ^ - pplicable (IN31s cAefier Me.,Wrier insulation OMazs OMass ONot Ooservable limits _____ _ _ _______________ V requirement applies IFR30) O steel O Steel ONpI ADpl-ble 40245 IC rated recessed lightirg I—Yes OC°mplles Exception Requirement is r<VRIpn9 • IFR3612 letl at lousinglvrter—firish - �� ODOes Not net epphcable l 3032 YJali insulation Is installed per OCemplles Requirement will be met and laMl<tl to lndicam s20dm j[fk` ; ONot Observable leakage at 75 Po 14-T 'ONot Applicable �cedon on plansispec [IN4]' manufacturer s imlmchons = - �ODces No[ { bbF No recessed ligMm9 fixnre, JONW Observable 40331 Supply and return duc6 m attics 10ChasRequirement ill be met 'JONot Applicable [FR321s inss.lated>=R 8 where duct is ]ODces >=3inches in diameterand>= ! tacation on plans/spe< { Additional Comments/Assumptions R 6whare c 3 inches Supply and - {{ON.[Observable Requirements will be met ' return ducts m other portiem of _ -1❑Not Applicable l the building insulated>=126 for - denneter>=3 inches And R4 2 _ for<3 mUia m charm.er i I 40332 Ducts air handlers and filler OCaropt- 'Requirement roll be at i (FR3311 boxes arc sea led with (Si Oboes Net jouiwxa,ms compliant with , lONot Observable Wootton an plain/spec Inlemabgoal MEcm—al Code or Requirements will be at I data by Intemadonal Residential Cotle as -fONpl Applicable { applicable 5 40335 Budding iiavhies are not used as OCompbes Requlremenf ill be [FR15P ducts or Dlenumz — Oboe,Nat i -� ix v kONm Observable W cation on plans/spec Requirements will be me[ y�iONot Applicable j 4034 HVAC piping conveying rules R_ R-_ OC—piles Requirement will be at PERMIT SET (FR17Y above 105 eF or chilled Reids ODees Not below 55 vF are insulated 1.IR ta<atlon on planelfspe< dt 3 ONO[Observable Requirements will be met ON,Applicable �9/28rz�2� 40341 protection.msula[mn on HVAC IONes Regwrement iii be met I (FR2411 piping goesDbas Net �cetlon on plans/.pec { 'L7 jONa[Observable Requlrementsill be at j yONot Applicable 40363 HDIwater pipes aremAiAldto R_ R-_ OConephas Ron.1—ant willb°met ENERYCODE- { IFRl r ER.3 Oboe,Not -dm,an pWns/spec Q ONotobservabl° pegw.ementswil]bemel { RESCHECK I 1, ONot Applicable L High Impact mer 11 2!Medium Impact der 2) 13 1W.Impact tier 31J l High lmpeCt(Ter l) 2 Medmm lmpatt rner21 3 Low lmpatt(Tier 31 l Hlgh Impact Mer l) 2I.ahum lmpatt(Your 2) J 3 Low Impact nlcr 31 Project Title North Fork West Report date 09125120 Pr.17a Title North Fork West Report date 09/25/20 Project Title North Fork West Report date 09/625/20 I �k O./'�JR-I w Data filename Page 4 of 9 Data filename Page 5 of 9 Data filename Page 6 H of 9 I I Section Sectlpn I c y E . Final Inepaction Provisions Plana VeHned Fieltl Vertfletl ♦ Flnol Inspection Provisions Plans VeAfletl Field Vedfletl Compiles+ CommerrbfAssumpVons to a CompllesT Comments/Assumptions P Value Yalue tk Req ID Value Yalue__ -._ ._ 40211 Gelling Insulation R value R- ^— Ry__ �l]Complles See Ne Envelope Assemahes 40362 eAll mechanical venblall,,system - ,�CDmplles Requlremen[will be meG 40221, [j Wootl ❑Wootl �DOes Not raNe TprvaNes IFRSp I HVAC equlpm itmeel efhcacyand d t�Oces No[ 90222, mi - Re llaamentspwill be met 402.26 ❑Steal Steel ❑Nat Observable and air Dow limns per Table _ ` jONot Observable b^ f IFlllt I]Not Applicable ,840361 _`_ _ ,0Nol App4oble - n 4032 Hot water boilers supahm.heat ;EJ pues Real irementmll be met 3 w 303111 Ceihagnsulabon installed Dom Iles Requirement will be met. IFI26p Ihroumh one-or lwo-pipe heating ❑Does No[ P Pec $ n per D systems have outdoor setback ( Location ad 1111 be 3032 manWactureYS instmR,arrs `I<7Daen Nat Contra o tml to Inner boner water ONot Observable Regmremints svlilbemet m m IF1211 Blown lmutation marked every ( (]NOt Observable temperature based on I".00r - g�Not Applicable m Q 300[N I II tem erature v iyONot Apppicable 40223 Vented_w_.vMh air permeable I�Comph Eeceptlon Requirement iz 403 51 3 Heated water Or Puban systems (]COmpNot Requirement will be mel [Fl28Jt have a circulatlan rep The I]Dces Not IF122F .Insulation Include DaHie adjacent _ 9yy+OOaen Nat not appllcaDle system return pipe,s a dedlca[etl - •� - ON.I Observable LoceHon on pions/spec '}�\ Ito Soffit ad eaveven6 Mal ,y�Na[Observabl rtum Alpe oraoltl water supply _ - Requirements will be met dddd a Location on I pe 'Sipe Gmvito and[hennas ONotA it estentls over Insulation c p ans/s c pp cable Not Applicable Na ventetl attic e yphon clrcYlation systems are 402 24 ,Attic access hatch and doorR-_ R-_ UCom ales Requirement will be me[ n t present COntmis for IFI31' lotion all value of the (]Does Net circulahng not water system • 1 aclntent assembly location on planslspec. pumps scan Me pump with signal ,]Not Observable No attic for hot water demand w"jn Me ❑Not App'icable occupancy Controls 402412 Blower door test @ 50 Pa<=5 ACH 50=_ ACH 50=_ Oeomphes 0.equ,rement will be met automatically burn-film-pump y } IFI1711 ach In Climate Zones l-2 and Does Not when water I'M C"'abon loop r <=3 ach In Climate Zones 3.8 Location on plans/spec Is at set point tempere.M and - Z ONot Observable A0 20 no demand fOl hIt water a:fists - _ ❑No{Appllcable 003512 Electric heat[race systems IDCompLen Esceptlon R¢qulremen[is Z 403 33 Ducts are pressure tested to cfm/300 cfulloo 0c.analies Requirement will be meG [FI32 5 comply with IEEE 5151 or UL SODcen Not not applicable I— 0 • In2Tji determine air leakage w Ith ir N' EIDOes Not 515 Controls automatically "° h ^ _ (]Nat Observable C < either Rough-in[est TOW, Location on plansiSpec adjust the energy,npul[O Me _ ,1 location on does not app i (n Q leakage measured with a Not Observable Requirements will be me[ Iheat Vac no to in maIn lM1e _ /L7No[Applicable pequlremen[does n0[apply w pressure dine a Cal of O l Inco l]NO[Applicable 'desiretl water WmperaWre n Me 5 �j g across Me systemmclutlng 1piping t > the manufaclurersairbareler 40352 ,Demand recirculation water i IU""Males Requirement will be met enclosure it instance at Ume o/ Y �be [est PCStConStNchon test TaW IFl3U]' manage nave controls Mat - I�Does Net la-Us"on planslspec. ry ase opera[,ronn of the pump QNot OOseCable iilr¢men[s will be met I O O leakage measured with a and limit the,t¢ pemWm of the - - s RaqQ s- pre5sureddterenbal.fOlinch {er antennas the coltl water I s j�Na[Appll4ade O� Cc. Me enuresystem t `wip,n W<-3011F In cud ng the man ta<lurer'rs air EJUMPlies Esce ilio Requirement 1s LL d handler enclosure 40354 I Drain water heat recovery units D = Z 403 3 d Duct[Igh[ness[est result Of<=4 cfm1100 cim/100 CCOmpl,es eequrt¢ment will be me[ [FI31]t IB55Itcstcd In table nee,,in CSA - ��Dces Not not applicable L� 0 3 _� _-� BSS 1 Potable wa[eraitle - - j�Not Observable [�cetlon on planets � r D I cfml100 ft2 across the system or n N �OOes Na[ I 'drain water heat ➢ Poc <=3 cIm2300 ft2 w,[M1out air Location on Ions/s 'preosure ons o Not Applicable Requlrenahl does nota pl W^2 handler @ 25 Pa For rough In QNOI Observable Requirements will he met ry unlit<3 psi for D 1 tests,venficabgn may needm ONot Applicable dor nw ualunim ronnetteato one Q m ,ccurduang Framnglnspe a o wro5nowers PoWDIe water- _ �I1O e Z r N 403.321 Nr M1antller leakage des,gna[etl ;oCOm hes !Requirement will be met side p,.ver loss of dram water , pheat recovery units<2 psi far 1 IF1241i by manufacWra,at<2%Of - 10ijoes Not indwldual units connected W ' design air nota Location on plans spec. three or mare showers _ ,[]Nat Observable ,ONo[ApphcaDie Requ,remen uw,ll be meL 403101 headily accessible Switchon0c)"S of Requ,remenl will be mel d0311 ;Programmable thertnasWis - 'OComphas Requirement will be It [Fl12]s heath neinr swimming pools or I�Dces not Lacotion an plawdspec IFl9Jt :"qtalled for control Of primary papas Net 'pe t in arountl spas t�Nol Observable Requirements will be met +Switch operation does net 9 heating antl cooling systems antl I •Location on pltmon pec change heater n does net - ONOI Applicable in set by menu/aclurer to 3�Not Observable,Requirements will he met ening Heater circuit breaker is iCode spOdf-hens to Applicable installed Independent of switch 40312 Heat pump thermostat ins[alletl j�Compiie5 'Requirement will be meL 'installed heaters equ,ppetlwith (FIlop on neat pumps I13Does Not Igmtlonpllly Inr ngp.l.t r�Not Observable Location on planslspec. continuously bummg pilots �l]NOt Applicable Requlremen[s wlllbemet 403102'Timer switches m Other • I�Complles 0.equlremenl will be mel [Fl191> au[omati[preset schedule ��DOes Not 403 51 ClrculaDng sery ci a ho[water W. - 'f15Complies T Requirement will be meL conbol method are nutalled on ,3 t Observable Word-on phimu ¢c �Flllj' systems have autemahc or - []Does Net 'Dealers and Is ! equiremen �, + R is will be met `� R `^'] Lavation on i s/s pn reps serving poo _ (]NpIA pl,cable Q E /� {{f 't 7` accessible manual canVols [(]Not Observable pan pec 'and perm n t p (L [t 1!� I`� \` Requirements will be meL a 7) L� LVs+! I.:f��l 1t I �t�High Impact lTier l) �M¢dlumlmpac[lTl¢r2I LJCLwlml (Tier3) j lthigh Impact lTief 112 sledlumlmpaRlTer2) r31Low Impact Mr 3) Praia ct Title North Fork West Report tla[e 09)2520 Project Title North Fork West Report date 09(25/20 i JJ Data filename Page 7 of 9 Data filename Page a of 9 . CT 2 8 2020 Southold Town Board of Trustees s«tion - Plans Vemrea Fleldvedfled ' Final inspec4on Provisions Yalue Yalpe Complies,? Demmants/AFeemptiant �� 2018 IECC Energy i IS,ite ID _ fLv�/1 403103 j..Id.r healedentsrntl fElCoes Net Requirement wnibe mac IF120P outdogam manentspashavea ` roDaeSNat Efficiency Certificate (vapor retardant[aver ,[]Not Observable Leeman an pl 1 be ineec ' ,[]Net Applicable Requirements will be t 9041 90%or more of cermicacy _ iElCo.Nes eequ,rement will be met (FI6]t fieWres have high effcary lamps - j�Does Net Loeetianuon ants wilplans/spec ONot Observable Reqireml he met 'IONOLApphcable A6oVe•Grade WBII 23,00 4041'1 ,Fuel gids lighting systems have R(]COmplies Eseeptlon Requirement is principal arehteel TK IFi231' continuous pilot light _ {[]Does Not not applrable Below•Glede Wall 000 Ino - []NM Observable Lucatlon on plans/spec Floor 3000 project manager CG Print Applicable Requnemenl not applicableso oo drawn by DF 4013 I Compliance ceMficate posted v (OCamhes R u P Reqitemen[will be met Celling/Roof IFRjr ODcez Not DUDLWOrk(unconditioned aparR5): I NL ipNo[ODsenable checked by OC ` I0Not Applicable 303 3 IManufad—,manuals for _ - 'oc"""' Requrement will be meL Window 029 038 lob no 00/2&7fi IF1181s I Yale.,h.and water healing IDDoes Net date Oq/1Erl020 (systems have been provide, _ }0N.[Observable Door 0 33 0 30 ] Not Applicable •• Additional Comments/Assumptions- Heating System Cooling System• revrslens Water Heater: Name Date. Comments I no date by PERMIT SET 09/28/2020 .1 i i ENERGY CODE— RESCHECK j 1 N,gh Impatt IT 1) 2 Metlmm lmplmpact IT=er2�3�Low Impatt(Tref 3) Project Tile North Fork West Report date 09/25/20 n 0.�� Data filename Page 9 of 9 ,/sad` SHOW 20' - - - SIDEYARD SETBACK _ DASH IN ROOF _- ABOVE EAST AND WEST DECKS - TURN OFF FURNITURE LAYER \ PROPOSED POOL AND ENCL04SURE, TO BESUBMITTED UNDER SEPARATE O i PERMIT I TERRACE _ 1 I �215 - I PROPOSEDTEARACE I - PROPOSEDTERRACE ,� - 244'-2-2"� is PROPOSED WALL TW21.5% i_ fJ� 114 E E V I PROPOSED / - 1DAIVEWAY 12 OCT 2 8 2020 EX BLDG TO BEREMOVED \ _� = Southold Tnvvn Board of Trustees N D 115 1 30 1 60 11 ISSUE DATE DESCRIPTION LANDSCAPE ARCHITECT ARCHITECT DESIGNER CONTRACTOR SCALE -- ----- STIMSON -30-oSITE PLAN NORTH FORK RESIDENCE 3 DATE ` uu sera.lax nlixuui STEPHEN STINSON,LANDSCAPE ARCHITECT OLSON NUNOIG li A D MILLER DOW BUILT 09 24 2020 14895 MAIN ROAD EAST MARION NY 11939 4 288 Noma STREET 2 MOUNTAIN ROAD 159 S JACKSON Si 8600 35 C 10TH ST 8B 153 3fi TH ST SUITE 8313 5 DRAWN BY sn�sou ii"O�iitf�xuX(^^suN��u!n'i14cs�v��ivc r�ooa ies x�. CAMDAIOGE MA 02139 PRINCETON MA 01541 SEATTLE NP 98104 N.V.YORK NY 10003 BA OONLYN NY 11232 SDTM 1DDD-23-1-2$ 6 S7IRSON T 617 876 8960 T 978 464 5200 1 206 624 5670 T 646 478 8201 T 345 732 2621 7 1 REVIEWED BY PERMITTING 1,Q SS S-IL'SONSTUDIO OUR 8 2 3\/` ��/\ r5� ``-' 24-T - =ye I IVA II Nob a n I _ r3d I ROOM SCHEDULE-CRAWL SPACE ROOM NUMBER ROOM NAME AREA m m LOWER LEVEL } UNOCCUPIED I UNCONDITIONED 000 IBASEMEM 1549 SF Z 002 (CRRWL SPACE 4965E Z 001 ICRIIWLSPACE 2255E 2273 BF Q W N r—ACCESS HATCH ABV 0 m m O N LL K N CRAWLO SPACE O e z Q ooz ' Vis-o F7- Wt1p 2 OCT 2 8 2020 F, Southold Towr! Board of Tmstves BASEMENT ooe I �p9 I A3 i0 � 9 I � r 1 I � UNCONDITIONED SPACE A400 I 1 I Drmc�pal arehlteet TK - project manager CO drawn by DF NL I checked by OC job no 130406 e, are 6912ea620 -Boli I" -_ _ 4 � � rcvrslons CRAWLSPACE 0ooI� his e I j I I 5-0• 5-10• rad• S-0- no date by RECESS FOR TUB ABOVE COORD - ELEVATION W/TUB DIMENSIONS PERMIT SET - 1 I _ --- - - - - --- - '-- - — - - ---- - -- - ----' - - -- -- -- - - - - - - - - -\ �B 1 09/28/2020 - I 2 Avco $ ti I LOWER LEVEL Gra BI 4 PLAN ` LOWER LEVEL PLAN /�% A2.00 I 56' 17-0' 204' o y E 64• 6'A• 3'L 112• T-9112• 15-0' 211'-10' T-01B m B ISI AJ 10 c ga o W2 CHASE 111 _._— _ _ --_ _ ___ — 5 9 n I"j� BSO W✓ u II • ROOM SCHEDULE-MAIN LEVEL _1081 IL EXTENT OF TREWS ROOM NUMBER ROOM NAME AREA II OVERHEAD MAINLEVEL INTERIOR1=4DIFRONED COUNTER I'I 101I.N. 1949 IF I BANQUET I 102 IBEOROOM 19505F .- II DECK STORAGE KITCHEN I DECK 193 IeATHRQOM RedlmmmRoom > 11s 108 a (H2 104 KlrcxEN 296 SF Z 1 105 PDR 225E O 1082 O n 106 CLOBET IReduneem Raam 18 (STORAGE 67 SF LU2 -1 x0' . u it + 109 SH 145F �l N � I 110 BHWR 21 IF �! q i SINK I aj I 111 CHASE 25F Y "'cd PJ tp" , 4 I '� 239D SF C]NITF7" EXTERIOR O 0 OI 112 DECK 13125F LL KNACCESS HATCH ^REF 117 DECK 5685F I A = Z oTO MECHBELOW P7 S 114 IOECK 3035F v)115 DECK 13515F- .. 25345E tJ 0_ _ RVENN� II C—dttA 4924SF OeZNOUTDOOR ter, '' SHLYR 1� a5 .PJ 2X8 FRAMING W/ ADDITIONAL INS FDA /�\ MP3,. ( Irn �1 107.2 l x1071 I T•8' EDGE OF DECK \ z \/ ENTRY 1 � 14.7 117 JI N \ L_166J OCT 2 8 2020 1 I 2 1 AJ 011 r —EXTENT OF TRELLIS OVERHEAD Southold Town DECK BEDROOM DOUBLE-SIDED CLOSET LIVING DECK Board of Trustees 7` 14 l 10x CASEWORK 1�6 , I `t01 - 1 11J x -- i 20'-B• 4 AJ 19 �I I �` I FIREPIT 7y F3. F1 j FJ F3 `'•B 6• — EXTENT OFTRES W OVERHEAD — 1 i; A400 i I ,(NII F1. I pnnclpal arcMlect TK CG 4112• 4.6" 3'-2 - I project mab nn rY OF NL checked by OC �I I Job no 1305406 1, date 09(812020 _0 12 r J0x,2 f- r____ II SCREEN W2 ,4., 3'•7112.1 6'-101/!' -INFRARED W2 T I SAUNA I 1 o INC W2 • a, � BATHROOM 'I 1W I i no tlefe by '� 3\/ F3 VANRY--I I Y i 1 I SHWR ^1 � I I -Ilo RMITS_ PE ET, B I ( 09/282020 TUB 2 o A3✓0 _ I I Dur000 GARDEN I MAIN LEVEL PLAN SHOWER I O MAIN LEVEL PLAN I SCALE „4.,.-0 a A2. 10 I � 05 f cI o I o—I $3 e DS _ m 4n I Z Z O fA a w I N R1 STLB WO TREWS 9 O Cs GLRTER SLOPE 112 O K N Q o 1 16-0' I I I STLCANOPY I T$ f I , ID Ffill i+ OCT 2 8 202 °�— Southold lovvn Board of lwstea, L—ROOF O1 EXTERIOR SPACE N I � I I I prinapal archnew TK I prapct merrager CG drawn by OF I �� NL checked by OC ' I I lob no 1705406 I i i date 09882020 GUTTERDs DS SLOPEGURER revrslons I SLOPE 112 I I I I . I I ql Rt I GUTTER GURER v I I 11 I no date by I I ROOF OIEXTERIOR SPACE PERMIT SET— `B 1 09128/2020 112 112 Rte v 4 ROOF PLAN �- ROOF PLAN j t \ SCALE 114"-l'-O" _ I I I I W m GCS 05 U Q r 2 4 �5,) z i y� Z L 5i IS - ROOF a LJJ —------- -------------------------- 31'-6112 I - ---- - `= -- -/ <I - - - --- - Iii -- ji --- - -------- --- 30'-6' y O c ry ��-�- - — .I - 2071 ' z061 //---!j los / CLERESTOCLERESTORY i, / - ---- ---- - — - -- -- -- — - - — ,�. o STAUCT STLWIHGH PERFORMANCE COATING— 216 I / /' •% ,114, � ---- - I j1 !{J� I i f Iii --f-� --�- -------------`— � � EWD SIDING , f l{-+i ! !°r I I I I I t I t s 1 }I 11 11 1 i I I i I, 'I, o !EXT ii{il{,It�i4� j til - Zv� t�iYI �•I'II it"`4111111} - , �// / jl li:�{y�z(I�{Ijaj il��{illl`i p el �L u �� AVG EXISTING GRADE °I 1'1lii Ij{,tl•;i�IiI �'4I'tit ii _ i�'tw`,.' r!yI _ _ 3G i �II 21,_0 . 211 SGt20BfMAN LEVEL SG 2 ° S , I I 1 I ' . i j CRAWL SPACE —3 I 1S-°. i I I , ! LOWER �• !7 amt _ _ _ ___ --- - -- -- - ' - - - - - - - - - - - -- --- - -- - --- ( �, r , _-_—r__-- - ---, SOUTH ELEVATION 10� � ' i �Z )—SALE".1'-0' } OCT 2 8 2020 \3 l 1 j (°s, Sauiitrld Town Board of Trustees STRUCTSTLW/HIGH STL FRAMED 22U principal architect TK PERFORMANCE COATING / WDOS-TYPpr ject manager CG , / - ROOF drawn byOF ------------------------------------_ -- - _ - - - - - - { 31'-6112' NL .0 SILy .L checked b OL STRUC STL W/HIGH -' 30'-6' Jah no 13054 06 - I { PERFORMANCE COATING I date OSRfiR020 r{ 1}- �' I j CLERESTORY at --—-- {} 1 i i I. TI�'{1 i 1 �i i i'-'';-1 Ijl 1 i I j I 1 j to 28 0 111 �j '-1( I; {;II{It ;I.,j;; 1 �+, jlji- `I� } EXTWDSIDING v evismns liIj�i�llltl}�llif��il,ljj�l};tiiii-}� 9 AVG EXISTING GRADE SG r sc --- ----------�'--- ---�---------�—-—-SG -sc --- j--i -� 1 } j -j t-j I-r Ir'�--}=t� -+--�-;-rt I it}i I _MAIN LEVEL - - - - -- - -- -- I 1- s --- { „t ---- ----- - 20'-0' i —BBO date by , n CRAWLSPALE Ii _ I PERM IT SET LOWER LEVEL 09/28/2020 I i I , I i j ELEVATIONS NORTH ELEVATION A 3 .0 SCALE 1/4'-1'-0" i s 8 A CB On Co Z ROOF t-- 31' /-2—' 'T, U) -61 B 0 STL— Lu < "iNfi IIJ JI,A 1, 30'-6' -p, lk�l , , f, 1 0 i ,— /: 2 • 1� � I , �11 X STRUCT STL Wl HIGH 141 fz,z rl A 14 - PERFORMANCE COATING 4 '1 1, m. I" CLERESTORY - ILt 1 • t � it 28'-0" 0 Och EXT WD SIDING L I p J LL w m 0 .2 010 AVG EASTING GRADE 1-1 -Y z 1 22WSG 17 MAIN LEVEL 20'-0" CRAWL SPACE LOWERLEVU__�_ ELEVATION ID, E Co (2 VL V-0, OCT 2 8 2020 I Southold Town hoard of Trustees B D I (E) TR ROOF project manager CG --------------- d.-by OF 3V i 112 NIL �d �A lk�lllffl it B 0 ST. checked by DO --------------- ill i '0..6. job no 1205406 STRUC STL W/HG PERFORMANCE C(- 0, IAT11113 date. 12IV2020 2113 208 224 _C�ERESTCRY GH 28'-0' STRUCT STL W Ill PERFORMANCE COATING revisions ALUM FRAMED 229 WNDOW-TYP sa E)CrWDSIDING -,,r TTf-17,--;--, AVG EXISTING GRADE rrk 21'-D' 12 A A I I ;�-ID4_ 1.21 , IG I--! SG MAIN LEVEL u 20'-0' Ino data b, CRAWL SPACE 7 LOWER LEVEL AI 09/28-12020 101-9. ELEVATIONS EAST ELEVATION SCALE 1/4-V-0' A3.01_ ! I i I i I 53a (71 0 ROOF Z _ - 31'-6112' 11 fl- It Al Lu 30 6 i I! Ir `- CLERESTORY 28-0'�, LIVING ti I O -(Iii, 0ocLosET 12 10 6 Lid YZz OKzNNdU I - MAIN LEVEL BASEMENT CRAWLS_ACE UNCONDITIONED SPACE LOWER LEVEL � I � J r I/ 1 E-W SECTION LOOKING NORTH ? !_ D tY I�� i 1 L SCALE 1IC V-0- v —T---_-��II �r 0 GST 2 8 2020 C l -IISouthold Town e �-� hoard of fiusiees principal architect TK ROOFJ project manager CO 'Y i 31'-6112' drown by OF NL _ _ _ -_ _ _ —_— ____ --- — ---- -- _ ______—_--__—______ __—_____—_ 30 STL 6 r checked by OC —.-- � -`—_._ :._„_ _._�____.___;___--_____ _ - I Job no _ Jr tl 7 _ 141 - 100040fi L CLERESTORY ate 0912112020 I 'KRCHEN, I _-_ i_ I CLOSETS ,BATHROOM, rewswns J 704 e � I !� �ry0,3i • POOLTO BE FILED UNDER SEPERATE PERMIT All MAIN LEVEL -- --- 20'-0•- 1 I I l i CRAWLSPACE BASEMEN CRPVlLSPACE 002 I 000 { 001 . d6ta by I CRAWLSPACE ` I PERMIT SET •, LOWER LEVEL _ 10'-9• 09/28/2020 i I SECTIONS I I I N-S SECTION LOOKING EAST A3. 1 SCALE 1/4'=1'-0" , I , � oaE I m�6 a R I II I � I I I� IWC U) OCT 2 8 2020 O0 oN i O KN Zd I (4 Sout;iold Town i N Board of Trusiee5 o Z .0 1 I i i STL CANOPY -I_ ___ _ _ __., ____ \\\� ____ - _ _____•y____ I _ _ __ __ _ROOF ---' - — 4 31'-6112' o f - -�I - - - -- - ---- --- B 0 ST. J, --7---- '-'� --- 30.6• I SURFACE MOUNT f' TRACK LIGHT _ EXPOSED TIMBER MISTS EXPOSED TIMBER JOISTS— /J/ { STLCHANNEL PER STRUC WI STL ANGLE SHELF CLERESTORY —- - --- --- --- _ --- - - - - --- - -- - - -- -- - - - - -- --- -' - 28'-0,- (t1 SLIDING WINDOWWALLPANELS NHS STLCOL BEYOND PER STRUC I 11 FIXED PANELS WAN HSS FRAME LMNG I DECK WING rI 1 ,, 112 I principal architect TK ' Protect mana8er CG I{ drawn by DF NL / F3• checked by OC F1 job no 1305406 F1 ; E I 0 MAIN LEVEL 20data 09/291202020 0,__'�' revisions BASEMENT BASEMEN W1 CRAWL SPACE J "R, 4t__ 7;':iYv4,I__ no date by - ¢'yt1�'r�'?:f%. r PERMIT SET 'I 0912812020 LOWER LEVEL } I ___-=-r=-=- - - •rr"a'isr }9-c- ------ FOonNG DRAIN WALL SECTIONS , z NORTH LIVING ROOM WALL EAST LIVING ROOM SLIDER A /1 .00 K��' SCALE 1/2'=1'-0" �� SCALE 1/2 -1'-0' I /"' 4 GENERAL NOTES STRUCTURAL STEEL ICONTINUEDI ENGINEERED WOOD PRODUCTS SPECIAL INSPECTIONS OBC 20181 1 ALL STRUCTURALWORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS 8 SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS,STEEL MEMBERS NOT ENCASED IN CONCRETE OR 1 WOOD WOIST6 PROVIDE ENGINEERED WOOD HOISTS SIZES AND SERIES AS SHOWN,AS 1 INSPECTIONS SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDING THE 2020 NYS RESIDENTIAL CODE SPRAY FIREPROOFED AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC VID-99 OR MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE FOLLOWING ITEMS ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL BE THE EDITION REFERENCED IN THIS APPROVED EQUAL EXCEPT FOR MEMBERS TO BE HOT DIPPED GALVANIZED MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS,INCLUDING CONSTRUCTION BRACING A. INSPECTION OF FABRICATORS(IBC 1704 2 5) m E GOVERNINGCODE. 9 FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OMNITHANE OR APPROVED EQUAL MINIMUM BEARING LENGTHS WEB STIFFENERS SQUASH BLOCKS,BLOCKING KNOCK-OUTS AND HOLES B STEEL CONSTRUCTION(IBC 17052) P< o 2 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING BRACING AND SHEETING AND SHALL MAKE SAFE 10 LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS ETC a STRUCTURAL STEEL(IBC 170521) — ALLFLOORSROOFSWALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE SHORING 2. RIM BOARDS PROVIDE CONTINUOUS 1-1/4'THICK RIM BOARDS,TIMBERSTRAND LSL AS MANUFACTURED 1 STRUCTURAL STEEL WELDING(AISC 360,AWS DI 1) AND SHEETING SHALL BE DESIGNED BYA REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE MASONRY LINTELS LINTEL BY WEYERHAEUSER OR APPROVED EQUAL INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S 2 HIGH STRENGTH BOLTS(AISC 360) j rn c PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS C CONCRETE CONSTRUCTION17DS 31705..TA TABLE 1705.3) CALCULATIONS FOR THE OWNERS REVIEW 3 LOCK-DECK GLUE-LAMINATED DECKING TO BE DOUG FIR,SIZED AS SHOWN ON DRAWINGS INSTALL a MATERIALS TESTS(IBC 7705 32,TABLE 1705 3) E 3 THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY THESE NOTES HIGHLIGHT 4-0'OR LESS 1.434126116LLV DECK USING RANDOM LENGTH CONTINUOUS(RLC)METHOD AND FASTEN TO LUMBER MEMBERS b POST4NSTALLED ANCHORS(IBC TABLE 17053,ACI 378 CHAPTER 17) RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL ACCORDING TO MANUFACTURER'S GUIDELINES CANTILEVERED OVERHANGS TO BE FREE OF END- D WOOD CONSTRUCTION(IBC 1705.5) = n 4'-1'to 7'4" WX342X5/16 LLV JOINTS PER MANUFACTURER FOLLOW ALL MANUFACTURER'S SPECIFICATIONS E SOILS BBC 17056 TABLE 1705 6) s m FOUNDATWNS F FABRICATED ITEMS RBC 17D5 10) FRAMING LUMBER G SPECIAL INSPECTIONS FOR WIND RESISTANCE(IBC 170511) 1 BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF A 3.72'LEGS ARE HORIZONTAL a WIND-RESISTING COMPONENTS(IBC 170511 3) ' B PROVIDE ONE ANGLE FOR EACH 4'OF WALL THICKNESS Z I STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION AND IBC 1704 5 SHALL BE 6000 PSF ASSPECIFIED IN THE GEOTECHNICAL ENGINEERING REPORT BY AKRF ENGINEERING DATED C PROVIDE 1_5%.5X5116 ANGLES FOR 6'THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0' 1 ALL FRAMING LUMBER WORK SMALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS PERFORMED BY A REGISTERED DES GN PROFESSIONAL PROVIDED BY THE OWNER STRUCTURAL JUNE 3,2016 ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING A AMERICAN WOOD COUNCIL'WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONCRETE ALL NELESSARYADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND D PROVIDE MINIMUM 6'BEARING AT EACH END DWELLINGS' OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL APPROVED BY THE STRUCTURAL ENGINEER OF RECORD E LINTELS OVER 6'-4'SHALL BE FIREPROOFED CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS B AMERICAN WOOD COUNCIL'NATIONAL DESIGN SPECIFICATION FOR WOOD 2 DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN 71 SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW 3 TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING CONSTRUCTION';NDS SUPPLEMENT DESIGN VALUES FOR WOOD CONSTRUCTION',AND AND APPROVAL NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DEPARTMENT PLA CE AND HAVE ATTAINED THEIR PLACED STRENGTH 'SPECIALDESIGN PROVISIONSFORWINDANDSEISMIC' •3 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF RA BELOW FINAL GRADE DRAWINGS 2 FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED SMALL BE SURFACED DRV(EXCEPT co 4 CONCRETE SHALL BE POURED IN DRV EXCAVATIONS CONTRACTOR SHALL NOTE SOIL AND WATER 12 PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS STUDS,WHICH SHALL BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES ! do CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE A ROOF RAFTERS AND JOISTS DOUGLAS FIR-LARCH SELECT STRUCTURAL r- INVE6TIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS STEEL DECK B BEAMS GIRDERS AND HEADERS DOUGLAS FIR-LARCH 01 SPRUCE PINE FIR 01,OR HEM FIR 01 Y C STUDS AND PLATES DOUGLAS FIR-LARCH STUD GRADE,SPRUCE PINE FIR STUD GRADE,OR HEM CONCRETE 1 STEEL DECKING WORK SHALL CONFORM TO THE AISI NORTH AMERICAN'SPECIFICATION FOR THE DESIGN FIR STUD GRADE Z j OF COLD-FORMED STEEL STRUCTURAL MEMBERS' 3 TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES Z 1 ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS 2 STEEL DECKING UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS CONFORMING A POSTAND TIMBER DOUGLAS FIR-LARCH 01,SPRUCE PINE FIR 01,OR HEM FIR 01 O A AMERICAN CONCRETE INSTITUTE(ACT)-BUILDING CODE REQUIREMENTS FOR CONCRETE-(AC1316) TOAST A1008 OR A653 WITH A MINIMUM YIELD STRENGTH OF 33000 PSI BEFORE FORMING THE STEEL B BEAMS AND STRINGERS DOUGLAS FIR-LARCH 01,SPRUCE PINE FIR 01,OR HEM FIR 01 F' B ACI COLLECTION LATEST EDITION SHEET SHALL RECEIVE HOT DIP GALVANIZED COATING CONFORMING TO ASTM A653 GRADE SO 4 PRESERVATIVE-TREATED WOOD PROVIDE TREATED LUMBER COMPLYING WITH ACO-D(CARBONATE) Uj I Q C CONCRETE REINFORCING STEEL INSTITUTE(CRSD'MANUAL OF STANDARD PRACTICE' 3 STEEL DECKING SHALL BE SHORED AS REQUIRED BY PLANS OR BY SPAN AND LOAD CONDITIONS TO COPPER AZOLE(CA-B)OR SODIUM BORATE(SBX(DOT)WITH N.51 012)AT ALL LUMBER IN CONTACT WITH [fJ 2 ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM SUPPORT WET WEIGHT OF CONCRETE AND ALL CONSTRUCTION LOADS CONCRETE OR MASONRY,OR AS OTHERWISE INDICATED ON ARCHITECTURAL OR STRUCTURAL COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS,UNLESS OTHERWISE NOTED 4 THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY APPROVED METHOD(TO BE SHOWN ON DRAWINGS ACZA TREATMENT IS NOT PERMITTED TREATED LUMBER AND/OR PLYWOOD SHALL BEAR I > w4 3 ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE SHOP DRAWINGS)BETWEEN SUPPORTS AT INTERVALS TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH THE LABEL OF AN ACCREDITED AGENCY SHOWING 040 PCF RETENTION WHERE LUMBER ANDIOR Y W on l STRENGTH OF 5 000 PSI AT 26 DAYS UNLESS OTHERWISE NOTED TO MAINTAIN BUILDING ALIGNMENT AND TO SUSTAIN LOCAL CONSTRUCTION LOADS WITHOUT PLYWOOD IS CUT OR DRILLED AFTER TREATMENT,THE TREATED SURFACE SHALL BE FIELD-TREATED 4 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 OR A775 EPDXY DISTORTION OR SEPARATION MAXIMUM SPACING SHALL BE 3'-0•BETWEEN SUPPORT BEAMS ENO LAPS WITH COPPER NAPTHENATE(THE CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% Q COATED WHEN CALLED OUT ON PLAN REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI OF SHEETS SHALL BE A MINIMUM OF 21NCHES COPPER METAL)BV REPEATED BRUSHING DIPPING,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE O I Q O 'DETAILS AND DETAILING OF REINFORCEMENT(ACI 315) 5 EXCEPT AS OTHERWISE NOTED DECK SHALL BE ATTACHED TO STRUCTURAL STEEL BY 3/4.0 FUSION PRESERVATIVE REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF TIMBER UNLESS OTHERWISE Iy KN 5 REINFORCING STEELTO BE WELDED TO CONFORM TO ASTM A706 GRADE 60 WELDS @ 12'ON CENTER AT END AND INTERIOR SUPPORTS PERPENDICULAR TO THE DECK SPAN AND AT NOTED ON PLAN /^ d EDGE AND INTERIOR SUPPORTS PARALLEL TO THE DECK SPAN WELDS MAY BE OMITTED IN RIBS IN 5 ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING BLOCKING FIRE STOPPING,ETC,SHALL v) = Z o 6 WELDED WIRE REINFORCEMENT(WW R)SHALL CONFORM TO ASTM A7064,WITH A MINIMUM YIELD Q o STRENGTH OF 65 000 PSI WHICH SHEAR CONNECTORS ARE TO BE APPLIED EXCEPT THAT EACH DECK SECTION SHALL HAVE CONFORM TO THE'NATIONAL DESIGN ED IN ACCORDANCE FOR WOOD HENSTRUCT'MANUAL FOR ITS N 7 COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES SUFFICIENT WELDS TO ADEQUATELY SECURE THE DECK BRING THE DECK INTO DIRECT CONTACT WITH SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WfIH THE NFPA'MANUAL FOR HOUSE MINIMUM CONCRETE BETWEEN SLEEVES SHALLBE 6' THE SUPPORTING STEEL AND TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH TO MAINTAIN BUILDING FRAMING•OR THE GOVERNING LOCALISTATE BUILDING CODE 5L, 8 ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI ALIGNMENT 6 FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAUSTATE O E z on�j 9 MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST4N-PLACE NON-PRESTRESSED MEMBERS 6 AS AN ALTERNATE TO PUDDLE WELDS FOR STEEL DECKATTACHMENT TO STRUCTURAL STEEL,HILTI X. BUILDING CODE AND THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS)CATEGORY MATRIX n Z In I SHALL BE AS FOLLOWS HSN-24 OR X-ENP-19 POWDER ACTUATED FASTENERS OR AN APPROVED EQUAL WITH EQUIVALENT OR 7 ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR A ALL CO NCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3' GREATER CAPACITY TO THE SPECIFIED ATTACHMENT MAY BE USED PRIOR TO INSTALLATION THE BEAM HANGERS MINIMUM 18 GAUGE,INSTALLED ACCORDING TO MANUFACTURER'S category AESS2I AESS1 SS5 B ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND CONTRACTOR SHALL SUBMIT ALTERNATE FASTENING PATTERN TO THE ENGINEER OF RECORD FOR RECOMMENDATIONS a 2(O6 THROUGH 018 BARS) REVIEW AND APPROVAL SUBMITTAL SHALL INCLUDE PROPOSED ALTERNATE PATTERN AND ANY 8 WHERE FRAMING LUMBER IS FLUSH FRAMED 70 MICROLLAM,STEEL OR FLITCH-PLATE GIRDER SET Feature Standard b 1-72'(OS BAR,W31 OR D31 WIRE AND SMALLER) THESE GIRDERS 12 CLEAR(MIN) Id Charazteris0es Elements not In Basle Eiemen� CALCULATIONS E SUPPORTING CAPACITY OF THE SPECIFIED DATA N DEMONSTRATE THAT THE PATTERN j B 4 @ 16-P C FRAMING LUMBER TO AND 2. @ SHRINKAGE close Waw SWCNral Steel l C NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND MEETS OR EXCEEDS THE CAPACITY OF THE SPECIFIED ATTACHMENT. 9 STUD BEARING WALLS ARE TO BE 2x4 @ 16'ON CENTER AT THE INTERIOR AND?sfi @ 1fi"ON CENTER AT e SLABS,JOISTS,AND WALLS 7 POWDER ACTUATED FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S THE EXTERIOR UNLESS NOTED OTHERWISE ON PLAN 7 1 Surface prepam.on to SSPGSP 6 RECOMMENDATIONS CONTRACTOR SHALL BE CERTIFIED AND TRAINED BY THE MANUFACTURER'S tit ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW WHERE REQUIRED,INSTALL 12 Sharp ed nd smooth • 1-12'(014 THROUGH O1B BARS) gas Id REPRESENTATIVE ON PROPER USE PRIOR TO INSTALLATION ADDITIONAL STUDS 314'1011 BAR AND SMALLERi t3 Continwus weld appeerarrs b BEAMS COLUMNS.PEDESTALS,AND TENSION TIES(STIRRUPS TIES,SPIRALS,HOOPS,AND 8 PRIOR TO FABRICATION THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE STEEL DECKING 11 LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS 14 Standard s.ualaal bohs PRIMARY REINFORCEMENT)1-12' SHOWING DECK GAUGE SIZE AND LAYOUT AS WELL AS CLOSURE CONDITIONS WELDS TO SUPPORTS 12 STAGGER ALLTOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES 1 5 Weld spatters removed 70 SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL NO AND SIDE LAP DETAILS 13 USE DOUBLE STUDS @ ENDS OF WALLAND ENDS OF WALL OPENINGS CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS B ALL REINFORCED OPENINGS IN STEEL DECK SHALL BE INSTALLED BY STEEL DECK SUBCONTRACTOR 14 ATTHE ENDS OF ALL BEAMS,HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE 21 Vidal samples op.onal 1 11 GLEAN AND ROUGHEN TO 114'AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW STEEL DECK SUBCONTRACTOR TO PROVIDE REINFORCING AS PER TYPICAL DETAILS WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4' 22'One-haN starslard fabnwbon Were— n CONCRETE PRIOR TO PLACEMENT 10 AT STEEL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC (NOMINAL)AT INTERIOR WALLS AND 6'(NOMINAL)AT EXTERIOR WALLS,UNLESS OTHERWISE NOTED 23 Fabnreaon marks not apparem 12 SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS,INSERT AND APPROVAL OF THE STRUCTURAL ENGINEER ACOUSTICAL TILE AND GYPSUM BOARD CEILING ONLY,NO 15 USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED EM BED ITEMS PIPING,DUCTING OR CONDUIT MAXIMUM CEILING WEIGHT=35 PSF MAXIMUM WIRE HANGER LOAD=60 16 PROVIDE CROSS BRIDGING AT A MAXIMUM OF B''-0'ON CENTER 24 Welds Oviform and smooth 1�� IIIIIIII III..... �I 11 13 REINFORCING DOWELS WATER STOPS,AND OTHER EMBED ITEMS SMALL BE INSTALLED AND SECURED LBS 77 BUILT UP BEAMS LESS THAN 8'DEEP SHALL BE SPIKED TOGETHER WITH(2)16d NAILS @16'ON CENTER Notes I — - PRIORTOCONCRETEPLACEMENT'WETSETTING'OF EMBEDDED ITEMS IS NOT PERMITTED 71 WHERE SUSPENSION OF HANGER WIRE S ARE REQUIRED BY OTHERS VERIFY AND COORDINATE BUILT UP SEAMS GREATER THAN B'DEEP SHALL BE SPIKED TOGETHER WITH(3)16d NAILS@16 11 Prior h surfacblast es deburred and roueil am removed by Sharp solvent s eningmmeet55PCSP1 E f LOCATIONS,PATTERNS,SPACING ETC WITH THE APPROPRIATE TRADE DRILL OR PUNCH HOLES AT CENTER 72 Rough surfaces ere debarred and ground smooth.5harp edges resulting hom Dame cutting,grinding and s 1 BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORT WIRES WIRE SUPPORTS SHALL BE IS WHERE THERE IS NO PLYWOOD WALL SHEATHING,PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF especially shearing are soltened. 1 r STRUCTURAL STEEL LOOPED AND SECURED WITH A MINIMUM OF THREE(3)TIGHT TURNS AROUND MINIMUM 1-112"x 12" STUD WALLS AT EACH FLOOR (7x4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING 1.3 lntermit4nt welds are made continuous,either with additional welding,caulking or body filler For I LONG FURRING CHANNEL OR NO 3x72'LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND LAID WITH(2)Ind NAILS) Ne environments,alllolnts arc seal welded Seams olhollowswcMml sectlons are acceptable as 1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS IN THE DECK FLUTES 19 CHIMNEYS ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP Produced. OCT / a A AISC 360'SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS'. CHMNEY SHALL BE FACED WITH 17 APA GRADED FIRE-RETARDANT PLYWOOD GLUED 8 SCREWED TO 1.4 1111 bolt heads In connections are on the same side,as specilled,and conslstenthom L $ /O/one connection to 8 L L B AISC 303'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" STUDS WHERE WALLS EXCEED 4'-0'IN WIDTH INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF ..other• C AMERICAN WELDING SOCIETY(AWS DI 1)-STRUCTURAL WELDING CODE-STEEL' CHIMNEY AT ALL FOUR WALLS 1.5 Weidspatter,sOvers,surfaeedlscontlnuidesaceremoved Weldpwjeetionuptot/161n.(2mm)la D RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC)'SPECIFICATION FOR STRUCTURAL POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS 20 WHERE CANTILEVERED BEAMS ARE INDICATED,THE FAR CONNECTOR SHALL BE CAPABLE OF 21_ep vim kfor Dutlond plug welded Joints. JOINTS USING HIGH-STRENGTH BOLTS' RESISTING AN UPLIFT OF 1000 LBS MINIMUM,UNLESS NOTED OTHERWISE 21 Visuet samples are either 34)rendering,a physical sample,a grstcff Inspection,a scaled mockup or o 1 POST INSTALLED ANCHORAGE SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE Tu0•eeale mockup,as specified in the contract documents. 2 ALL STRUCTURALSTESEAMS.COLUMNRMTOTHEFOLLOWINGASTM6PECIFICATIONS 27 FONEWOREXNOTC CALLED OUT ON PLAN 2.2 These p Sou thold Tovvn A WIDE FLANGE BEAMS,COLUMNS,AND STRUCTURAL TEES ASTM A992 MANUFACTURER S PRINTED INSTALLATION INSTRUCTIONS(MPID,AS INCLUDED IN THE ANCHOR 22 FOR HEADERS NOT CALLED OUT ON PLAN 22 Members markings nre ring the olthoation and erect on processes am specified in this Code. B HOLLOW STRUCTURAL SECTIONS ASTM AS00 GRADE C PACKAGING TO INTACT BASE MATERIAL INSTALLATION OF ANCHORS SHALL BE CARRIED OUT BY AN 21 Members martingc during the fabrication and erectbn processes are notvlsihla i C STRUCTURAL PIPE SECTIONS AST A53 GRADEB INSTALLER TRAINED TO INSTALL THE SPECIFIED ANCHORS NOTIFY ENGINEER OF RECORD PRI OR TO WOOD HEADER SCHEDULE Board of Trustees D CHANNELS,ANGLES SSHAL BE ASTM A36 F3125UNLESSG ADERWISE NOTED INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR HEADER E BOLTED CONNECTIONS SHALL BE PER ASTM F3125 GRADES ARE TO BE SELECTED AS FOLLOWS ASSUMPTIONS AND CONDITIONS NC THE MPO ALL HOLES SHALL BE ORA AND HAMMER DRILLED UNLESS ROUGH OPENING WIDTH 2.4 WALL ZX6 WALL a STANDARD BEAM TO BEAMIGIRDER ASTM F3125,GRADES A325,F1852,A490 OR F22BO BOLTS IN OTHERWISE NOTED,AND ALL CONCRETE BASE MATERIAL TO RECEIVE ADHESIVE ANCHORS SHALL HAVE SNUG-TIGHTENED JOINTS(314'DIAMETER MINIMUM WITH HARDENED WASHERS) A MINIMUM AGE OF 21 DAYS LESS THAN 3'-0' 12)2X6 (3)2x8 b BEAWGIRDER TO COLUMN CONNECTIONS COLUMN SPLICES AND BOLTS EXPERIENCING 2 INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL OR UPWARDLY INCLINED ORIENTATION AND OT BASED ON TABLE 101 OF AISC 30316 TENSION LOA 05(UNLESS OVERSIZED OR SLOTTED HOLES ARE USED,IN WHICH CASE SLIP- SUPPORTING A SUSTAINED TENSION LOAD SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR 3'-1'TO 4'-0' (2)2xB (3j 2x8 INSTALLER CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH CRITICAL JOINTS SHALL BE USED)ASTM F3125 GRADES A325 F1852,A490 OR F2280 BOLTS IN THE ACUCR51 ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED EQUAL PRIOR 4'-1'TO 6'-0' (2)2.10 (3)2x10 PRETENSIONED JOINTS(3/4'DIAMETER MINIMUM WITH HARDENED WASHERS) TO THE COMMENCEMENT OF INSTALLING ANCHORS PROVIDE OWNER AND ENGINEER OF RECORD WITH c MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS ASTM F3125 GRADES A325, 6'-l'TO 8'-0' (2)2x12 (3)2.12 F1852,A490 OR F2280 BOLTS IN SUP CRITICAL JOINTS(3/4-DIAMETER MINIMUMWITH DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTORS PERSONNEL WHO INSTALL HARDENED WASHERS)FAYING SURFACES SHALL BE CLASS A UNLESS OTHERWISE NOTED HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS SUPPORTING SUSTAINED TENSION LOADS OVER e'-0' SEE PLANS SEE PLANS d PER AISC 341,ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH STRENGTH BOLTS ARE TRAINED AND CERTIFIED AND MEET THE REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP CRITICAL A OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE PISTON PLUG SYSTEM NOTE CONNECTIONS WITH CLASS A SUP COEFFICIENT OR HIGHER THE AVAILABLE SHEAR SPECIFIED BY THE MPI(AND PRODUCED BY THE CORRESPONDING MANUFACTURER FOR THE ANCHOR SYSTEM BEING INSTALLED PROVIDE(1)JACK STUD FOR SPANS LESS THAN 4'-0' I architect TK STRENGTH OF BOLTED JOINTS USING STANDARD HOLES SHALL BE CALCULATED AS THAT FOR I Pnnc'Pa BEARING TYPE JOINTS 3 EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS PROVIDE(2)JACK STUDS FOR SPANS FROM 4-1'TO 8'4Y F ANCHOR RODS ASTM F7554 GRADE 36 REINFORCING BARS SHALL NOT BE CUT WITHOLIT THE WRITTEN APPROVAL OF THE ENGINEER OF PROVIDE(3)JACK STUDS FOR SPANS OVER 8'.(r project manager CG G STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL TYPE RECORD UNLESS NOTED ON THE DRAWINGS THAT THE EXISTING REBARS CAN BE CUT,THE 316E[3D4L)UNLESS NOT OTHERWISE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO 23 ALLUGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED dmvm by DF H ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593 GRADE BBIBSM FOR TYPE 3041316 LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF 6185(1 85 OZ OF ZINC PER SQUARE FOOT)ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAV BE Au1Mr RESPECTIVELY TO MATCH MATERIAL JOINED RECORD USED FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL I ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 GRADE StSM FOR TYPE 3041378, 4 ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS PROXIMITY OF 24 WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS PROVIDEFULL- checked by Checker ANCHORS TO EDGE OF CONCRETE,AND EMBEDMENT DEPTH INTO THE SUESTRATE INSTALL ANCHORS SECTION BLOCKING FOR 3 BAYS @ T-0-ON CENTER MAXIMUM WHERE SHEATHING IS NOT RESPECTIVELY,SHALL MATCH STANDSOLT ARD FR job no 130540 3 STEEL CONNECTION SMALL BE STANDARD AISC FRAMED BEAM CONNECTIONS AND SHALL BE SELECTED IN ACCORDANCE WITH SPACING EDGE CLEARANCES AND EMBEDMENT DEPTHS INDICATED ON THE CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST PROVIDE t8 GA x 1-7?x 7'-0°(MINIMUM)FLAT , OR COMPLETED BY AN EXPERIENCED STEEL RETAILER UTILIZING LRFD LOADS AND PROCEDURESDRAWINGS TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS date 0912812020 A UNLESS OTHERWISE NOTED ON PLAN,PROVIDE CONNECTIONS BASED ON MINIMUM SHEAR 5 UNLESS OTHERWISE INDICATED POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY 25 ALL SLL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH 112 CAPACITY REQUIREMENTS IN THE FOLLOWING TABLE 200-R INTO CONCRETE OR HILTI HIT-HY 270 INTO BRICK MASONRY GROUT FILLED CMU OR UNGROUTED DIAMETER HEADED ANCHOR BOLTS(ASTM F1554)@ 4'-0"ON CENTER AND WITHIN 72 OF ALL SILL CMU BASE MATERIAL PROVIDE MESH SCREEN IN UNGROUTED CMU,UNREINFORCED MASONRY PLATES SPLICES(MINIMUM 7-EMBED) CONSTRUCTION,AND BRICK MASONRY WITH HOLES OR VOIDS j MINIMUM SHEAR CAPACITY REQUIREMENTS 6 SUBSTITUTION REQUESTS FOR ALTER NATE ANCHORAGE PRODUCTS SHALL BE SUBMITTED TO no—ons ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO USE THIS SHALL INCLUDE BEAM DEPTH MIN SHEAR MANUFACTURER PRODUCT DATA AND CALCULATIONS DEMONSTRATING THAT THE PROPOSED (NOMINAL) CAPACITY LRFD SUBSTITUTE CAN ACHIEVE THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT ANCHOR (KIPS) CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE ENGINEER OF RECORD 8'1P 24 SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN(CC-ES EVALUATION REPORT SHOWING 17,14' 42 COMPLIANCE WITH THE RELEVANT BUILDING CODE,SEISMIC USE,LOAD RESISTANCE,INSTALLATION 16• 62 CATEGORY AND AVAILABILITY OF MPII ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE AND MUST PROVIDE INFORMATION ON 18' 78 THESE ITEMS SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING 21' 88 BY THE ENGINEER OF RECORD PRIOR TO USE j 24',27' 10B j 30' 126 I I 33' 142 1 WOOD STRUCTURAL PANEL SHEATHING rw date by 36° 155 1 PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPR IATETOTHE 40.. 165 ENDUSE'EXTERIOR-(PERMANENT EXPOSURE)OR-EXPOSURE I"(CONSTRUCTION EXPOSURE ONLY) 2 FLOOR SHEATHING NOM 3/4'THICK TBG PLYWOOD(48)24 SPAN RATING),APA STURD-I-FLOOR,OR ADVANTECH SUBFLOOR B REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR 3 ROOF SHEATHING NOM 3/4'THICK TBG PLYWOOD(4824 SPAN RATING) MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE REACTION FLANGESANDWEBS 4WALLSHEATHING(STANDARD NOM 12'THICK PLYWOOD(32116 SPAN RATING) PERMIT SET ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN CONNECTION LOADS ARE 5 WALL SHEATHING(BEHIND SLATE CLAYTILE OR MASONRYVENEER)NOM 3/4'THICK PLYWOOD(4M4 INADEQUATEISPAN RATING) 09/28/2020 C CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY CONSIDERING THAT THE 6 USE PLY CUPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING J CONNECT ONS ARE AN EXTENSION OF THE BEAMS AND GIRDERS 7 LEAVE 1116"SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1B'SPACE AT ALL PANEL EDGE JOINTS 4 MINIMUM WELD SIZE IS 114•FILLET UNLESS NOTED OTHERWISE 8 UNLESS NOTED OTHERWISE WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH ed COMMON 5 ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL SE FABRICATED AND INSTALLED WITH NATURAL CAMBER NAILS @ 4-ON CENTER AT EACH SHEET PERIMETER AND 12 ON CENTER ELSEWHERE PROVIDE 2X6 UP CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISESBLOCKING AT ALL FREE EDGES CANTILEVER END 9 UNLESS NOTED OTHERWISE ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON GENERAL 6 FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESS WRITTEN APPROVAL NAILS @ 6-ON CENTER AT EACH SHEET PERIMETER AND 6 ON CENTER ELSEWHERE OF THE STRUCTURAL ENGINEER OF RECORD(IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM 10 ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED STRUCTURAL TO THE THERMAL CUTTING REQUIREMENTS OF AISC AND AWS) ADHESIVE AND 08 SCREWS @ 6-ON CENTER AT EACH SHEET PERIMETER AND 12'ON CENTER NOTES 7 WELDING SHALL BE PERFORMED BY CERTIFIED AW"UALIFIED WELDERS WELDING ELECTRODES FOR ELSEWHERE UNLESS NOTED OTHERWISE CARBON STEEL SHALL BE AWS 51 CLASS E70XX FOR ASTM A572 GRADE 50 NSI PLATE USE ELECTRODE E7018 OR APPROVED EQUAL WELDING ELECTRODES FO R ASTM A276 STAINLESS STEEL,TYPE 304 SHALL CONFORM TO AWS AS 4 FOR SHIELDED METAL ARC WELDING ELECTRODE CLASS E308,OR AWS As 9 FOR GAS METAL ARC WELDING ELECTRODE CLASS ER3D8 WELDING ELECTRODES FOR ASTM A276 TYPE 316L STAINLESS STEEL SHALL CONFORM TO AWS A54 FOR SHIELDED METAL ARC FOR ELECTRODE S O.O CLASS E316 OR AWS A52 FOR GAS METAL ARC WELDING ELECTRODE CLASS ER316 WELDING ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEELSHALL CONFORM TO ELECTRODE CLASS E309MR309 I I E LEGEND g I doe' wm , STANDARD ABBREVIATIONS ADD'L ADDITIONAL ENGR ENGINEER NO NUMBER STANDARD ABBREVIATIONS FOR WOOD STRUCTURES —}—__-- — CONCRETE FOOTING,GRADE BEAM OR PILE CAP -J-� COLUMN ABOVE l BELOW I cbo ADJ ADJACENT EOR ENGINEER OF RECORD N S NEAR SIDE u A 5 m AIE DESIGN TEAMOFRECORD ED EQUAL NTS NOT TO SCALE NO NUMBER _ ALT ALTERNATE ES EACH SIDE NW NORMAL WEIGHT RE NEAR SIDE F , I TOP OF SLAB ELEVATION <3 ANCK ANCHOR EW EACH WAY OC ON CENTER ACT ACTUAL L____� WALL OR CONCRETE BEAM BELOW ism APPROX APPROXIMATE/APPROMMATELY EXP EXPANSION O D OUTSIDE DIAMETER GLULAM GLUE LAMINATED TIMBER a�.- SPOT ELEVATION ARCH ARCHITECT/ARCHITECTURAL EXT EXTERIOR OF OUTSIDE FACE LSL LAMINATED STRAND LUMBER CONCRETE WALL BLDG BUILDING FOR FOUNDATION OPNG OPENING LVL LAMINATED VENEER LUMBER SM BEAM FIN FINISH OPP OPPOSITE NOM NOMINAL OPENING IN SLAB B O BOTTOM OF FLR FLOOR PC PIECE PSL PARALLEL STRAND LUMBER BOT BOTTOM RM FRAMING PIC PRECAST PT PRESERVATIVE TREATED WOOD SHEAR WALL SO BEARING FS FAR SIDE PEDPEDESTAL R ROUGH OPENING a WOOD CONSTRUCTION CONNECTOR BY SIMPSON BSMT BASEMENT FT FEET PERP PERPENDICULAR SO SQUAREO CONCRETE COLUMN - STRONG-TIE SEE CONNECTION SCHEDULE ON S_ CANT CANTILEVER FTG FOOTING PL PLATE TBG TONGUE B GROOVE SERIES FOR ADDITIONAL INFORMATION • CFS COLD FORMED STEEL GA GAGE PLF POUNDS PER LINEAR FOOT CIP CAST IN PLACE GALV GALVANIZED PREFAB PREFABRICATED LJ CONTRACTION JOINT G B GRADE BEAM PSF POUNDS PER SQUARE FOOT = G 0 STEEL COLUMN �I FRAMING ELEVATION I WALL ELEVATION CLG CEILING HDR HEADER PSI POUNDS PER SQUARE INCH � I Y CLR CLEAR HGR HANGER P-T POST-TENSIONED • WOOD TIMBER COLUMN SEE PLAN FOR SIZE CMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL REINF REINFORCE(D)/REINFORCEMENT # 1 COLUMN UNE Z COL COLUMN HP HIGHPOINT REO'D REQUIRED (X)°d'LVL (X)PLY 13/4"x DEPTH,"d"2AE MICROLLAM LVL �� Z COMP COMPOSITE HT HEIGHT REV REVISION -- --- SEE PLANS AND TYPICAL DETAILS I Q - CONC CONCRETE MVAC HEATING,VENTILATION 8 SCHED SCHEDULE _' WOOD CONSTRUCTION CONNECTOR BY SIMPSON ` CONST CONSTRUCTION AIR CONDITIONING SECT SECTION WOOD JOIST a STRONG-TIE SEE CONNECTION SCHEDULE ON 5600 vy CONT CONTINUOUS I D INSIDE DIAMETER SIF STEP IN FOOTING SERIES FOR ADDITIONAL INFORMATION W COO RD COORDINATE/COORDINATION I F INSIDE FACE SLBB SHORT LEGS BALK-TO-BACK 11 716°TJI @X*O C (_ CONTR CONTRACTOR I J ISOLATION JOINT SIM SIMILAR _____ 11 718"TJI360 ATX"SPACING AS NOTED SEE a KEYNOTE COTR CONTRACT OFFICER'S INFO INFORMATION S O G SLAB ON GRADE TYPICAL DETAILS FOR MORE INFORMATION Q TECHNICAL REPRESENTATIVE INT INTERIOR SPEC SPECIFICATION OF 1076,@240C Y W REVISION CTR CENTER JT JOINT SO SQUARE ___ 3"x10 3/4°ACTUAL DIMENSION DOUG FIR SELECT gyp• O Q DBL DOUBLE K KIP SS STAINLESS STEEL -- STRUCTURAL SAWN LUMBER JOISTS AT 24"0C MAX DEMO OEMOLITIONRIEMOLISH LB POUND STD STANDARD SEE S7 21 FOR MEMBER LOCATIONS [aa-A8] BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM I I.L. �N I OLA. DIAMETER LL LIVE LOAD STIFF STIFFENER I ! ) I = Z o DIAG DIAGONAL LLB LONG LEGSBACK-TO-BACK STL STEEL STEEL BEAM v J DIM DIMENSION LLH LONG LEG HORIZONTAL S W SHORT WAY <aa•-aa"> TOP OF FRAMING ELEVATION RELATIVE TO DATUM o DL DEAD LOAD LLV LONG LEG VERTICAL IS SYMMETRIC ----_—_-- STEELBRACING ON DOWN L P LOW POINT T 8 B TOP 8 BOTTOM (aa'-aAT TOP OF PIER ELEVATION RELATIVE TO DATUM I O -' O DTLDETAIL LW LIGHTWEIGHT TEMP TEMPORARVlTEMPERATURE I� /WPO I a Z �fUJJ DWG(S) DRAWINGS) L W LONG WAY THK THICK(NESS) STEEL BEAM PENETRATION(SEE DETAIL) DWL DOWEL MAS MASONRY TO TOP OF I V CBP— STEEL COLUMN BASE PLATE,SEE SCHEDULE B DETAILS FA EACH MAX MAXIMUM TR TRANSFER EF EACH FACE MECH MECHANICAL TYP TYPICAL BENT STEEL FRAMING F_ CONCRETE SPREAD FOOTING,SEE SCHEDULE 8 DETAILS E J EXPANSION JOINT MEP MECH,ELECT PLUMBING, UN O UNLESS NOTED OTHERWISE EL ELEVATION B FIRE PROTECTION VERT VERTICAL I SHEAR CONNECTION ELEC ELECTRICAL MFR MANUFACTURER WI WITH GB_ CONCRETE GRADE BEAM,SEE SCHEDULE BDETAILS ELEV ELEVATOR MIN MINIMUMWP WORK POINT EMBED EMBEDMENT MISC MISCELLANEOUS W W R WELDED WIRE REINFORCEMENT I MOMENT CONNECTION P_ CONCRETE PIER,SEE SCHEDULE a DETAILS ED EDGE OF M O MASONRY OPENING a NUMBERISIZE N F NEAR FACE 0 DIAMETER RW RETAINING WALL SEE SCHEDULE 8 DETAILS N I C NOT IN CONTRACT STEEL BEAM WALL PLATE CONNECTION(SEE DETAIL) i RWF_ RETAINING WALL FOOTING SEE SCHEDULE 8 DETAILS I I I 1� so G SLAB ON GRADE(SEE SCHEDULE) W CONCRETE WALL,SEE SCHEDULE 8 DETAILS I jj WF_ WALL FOOTING,SEE SCHEDULE 8 DETAILS �F �—I I 1 j,��^ 1' STEP IN SLAB U II--r— �=LI +// I (r t,IJI SW_ WOOD SHEAR WALL SEE SCHEDULE 8 DETAILS 1 314•DOUG-FIR STRUCTURAL-I PLYWOOD SHEATHING, TONGUE AN GROOVE WOOD FLOORING(17116- tON TOP OF Z*NDMINAL DOUG FIR LOCK-DECKi`J ACTUAL THICKNESS)OPENARROWSINDICATESPAN I OCT L ry L ATO r10i III ( DIRECTION OF TBG LONG DIMENSION OF PLYWOOD L TO BE PERPENDICULAR TO SPAN DIRECITON STRUCTURAL STEEL FRAMING KEY DESIGN LOADS ANO FACTORS NYS RESIDENTIAL2020ASMODIFlEDBYLOCALITY A OF SHEAR STUDS CAMBER Southold II[ (FLOOR LOAD DATA POOP LOAD DATA WINO LOAD DATA SEE TYPICAL DETAIL / GII J�O �GWII ILJVELOADTYPE VALUE(PSF) I ROOF LIVE LOADTYPE VALUE(PSF) PARAMETER VAWE FACTOIRED) TOPOFSTEELELEVATION Board of 1(L'Slt:GuS TYP FLOOR LIVE ULTOMTEWIND REIATNE TO DATUM 40 UNOCCUPIED 2D 130 MPH `�, (-LOA III NO)N O) SPEED MOMENT— pECI I( w WINO ExPOsuRE G CONNECTION k SHEAR CONNECTION 1 MECHANICAL( ]5 RISK CATEGORY 11 `M=60k-R W10X40[351 c=1114" 40k/� (STORAGE CONSTRUCTIONOFAD ROOFDEAD ENCLOSURE FULLY VALUE FSE) VAWE(PSFT �—' LOAD TYPE LOADTYPE CLASSIFICATION ENCLOSED SLOPE DOWN SnELBFAMS 5 STEEL BEAMS 5 INTERNAL PRESSIRE +A 19 I 7 COEFFK:IENT GcpI prmgpal archOeA TK I TJIJOISTS+ 5 ROOFJOISTS+ 5 (ATERAL SYSTEM STEELBRACED NOTE. SHEATHING SHEATHING FRAMES SEE GENERAL NOTES FOR SPECIFIC MINIMUM CONNECTION REQUIREMENTS ITEAAZZOTOPPING INSULATION AND IOM—TlEPSE—.R---ER1-C pm)ect manager CG 35 10 THE SITE IS LOCATED INAW11—ORNEDEBR6 drawn by DF ISLAS WATERPROOFING REG—THEREFORE PER SECTION R301212 LLIALL GENG AND CDUNG AND EXTERI0R GU—IG SHAU-BEPROWCTED FROM A..WNDBORNEOEBNISANDBERATEDFCR I MECHANICAL 5 (MECHANICAL 5 HK;N4MPACT LOADAG VERAsniE.wB PROJECT DESIGN CRITERIA(AS PER TABLE R3012(1)OF NYS RESIDENTIAL CODE) GROUND SNOW( WIND DESIGN SEISMIC SUBJECT 70 DAMAGEFROM WINTER ICE BARRIER FLOOD AIR MEAN checked by Chacher LOAD UL:.a(TEWlRdD TOPOGRAPHICS SPECIALWIND WINO-BORNE DESIGN WEATHERINGI FRCSTUNE TERMRE DESIGN UNDERLAYMEW HAZARD FREEING ANNUAL pbn0 1305406 _ 4P0 (SPEED IrTh)(tl) EFFECTS(k) REGION 11) DEBRIS ZONE(m) CATEGORY(1)I Iv) DEPTH(b) (c) TEMP(e)j REQUIRED(h) (FEMA)III INDf:%(II TEMP(i) date 0911/112020 20 130 I NO NO YES B SEVERE I MODTOHVY 1SF YES ZONEX1510F41AYS , 509F I I � NOTES reV51an5 I I I COMPONENTS AND CLADDING WIND PRESSURES A WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INOEX,'NEGLIGIBLE','MODERATE!,OR'SEVERE FOR CONCRETE AS DETERMINED FROM FIGURE R301 2(3) ROOF("f) WALLS(ps0 OVER Ipso B THE FROST UNE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403 III)THE FROST LINE DEPTH INDICATING THE MINIMUM DEPTH OF THE FOOTING BELOW FINISH SEE ASCE 7.16,FIGURE 30.3.7A SEE ASCE 7n6,FlGURE 343.1 SEE ASCEFIGURE 30.3-7A GRADEIS ESTABLISHED BYTHE LOCAL JURISDICTION A(M) 1- 7+ 1'- 1'+ 2- 2+ 3• N 4• a S. H 1H' 2 3 C THE NEED FOR PROTECTION DEPENDS ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE AND IS DETERMINED BY FIGURE R301 2(6)AND BY THE LOCALJURISDICTION 1.10 bag 150 I -33s 150 -n6 150 I -t 059 59 r abs 339 I 45t 339 bag I -ns f -1059 D WIND SPEED DETERMINED FROM THE BASIC WIND SPEED MAP IFIGURE R3012(4)AI OR AS ESTABLISHED BY THE LOCAL JURISDICTION WIND EXPOSURE CATEGORY SHALL BE - ID -557 t35 a3 e I t35 -7t 4 135 I b49 135 a52 32.4 I 42J 324 •sra -714 -113.3 DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R3012.1 4 I E THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM TME COLUMNS OF 9712 PERCENT VALUES FOR WINTER FROM APPENDIX 0 OF THE INTERNATIONAL SD 195 119 a39 tle 451 j 110 a23 ITS -332 296 1 -389 299 -557 I b2O i -n6 PLUMBING CODE DEVIATIONS FROMTHEAPPENDIX DTEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCALWEATHER EXPERIENCEAS DETERMINED BYTHE IN • 2 ~ 119 a39 119 @0 I 119 -714 119 J10 286, 452 285 4557 457 bet BUILDING OFFICIAL 200 -432 "Ji 2B� -557 119 420 119 ao4 269 a2A 269 4s9 479 b57 F SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R3012227 G THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(a)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF i date by SD0.100) a69 119 -229 119 49.5 119 495 119 i -282 254 -2e2 254 as 9 4a 1 4D 1 THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS)(b)THE DATE(S)OF THE FLOOD INSURANCE STUDY AND(c)THE PANEL NUMBERS AND DATES OF THE ^D Nom ao gvuvvs are.rryclM et lebr.m yr sbaR9lh oval Ivadvg par ASCE 7.16 CURRENCY EFFECTIVE FIRMS AND FBFMS OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED Sea ipureeremdob4va(q mre br-,mmabvvmw WHERE APPLICABLE THE FOLLOWING PARAMETERS HAVE BEEN USED 1 DFE(DESIGN FLOOD ELEVATION) 2 BFE(BASE FLOOD ELEVATION) PERMIT SET 3 ESW(DESIGN STILLWATER FLOOD ELEVATION ABOVE DATUM) I 4 DS(DESIGN STILLWATER FLOOD DEPTH IN FEET) 5 DWS(WAVE SETUP IN FEET) 09/28/2020 6 G(GROUND ELEVATION IN FEET ABOVE DATUM) `- -- 7 EROSION(LOSS OF SOIL DURING DESIGN FLOOD EVENT) I H IN ACCORDANCE WITH SECTIONS R9051 2,R905 4 31,R9055 31,R905631 R905731 R905 a 31,OR AS ESTABLISHED BY THE LOCAL JURISDICTION,WHERE THERE HAS BEEN A STRUCTURAL HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING THE TABLE WILL INDICATE`YES'OTHERWISE'NO'WILL BE INDICATED IN i THIS PART OF THE TABLE I DESIGN CRITERIA, I THE 10D-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)IS DETERMINED FROM FIGURE R403 3(2)OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F) LEGEND,AND J THE MEAN ANNUAL TEMPERATURE IS DETERMINED FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE Fj ABBREVIATIONS K IN ACCORDANCE WITH SECTION R301215 WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS 8 AS ESTABLISHED BY THE JURISDICTION THE TABLE WILL INDICATE NES'OTHERWISE'NO'WILL BE INDICATED IN THIS PART OF THE TABLE L IN ACCORDANCE WITH FIGURE R301 2(4)a WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS 8 AS ESTABLISHED BYTHE O.O w L) JURISDICTION THE TABLE WILL INDICATE'YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS OTHERWISE,'NO WILL BE INDICATED IN THIS PART OF THE TABLE M IN ACCORDANCE WITH SECTION R301 21 21 OR AS ESTABLISHED BY THE JURISDICTION THE WIND-BORNE DEBRIS WIND ZONES)ARE INDICATED OTHERWISE,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE I I I 2 20- ,Q 3 �3 10. ` 4� T-4714' 76'-83/4' 20-0" $ $N E I - j OTS m I 4 n e 83 01 1 FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM m n SPECIFIEDBEARING PRESSURE OF 6000 PSF AS ENGINEERING REPORT BY AKRF ENGINEERING DATED UNE 3,2016CAL j 53a E I 2 B O FOOTING SHALL BE 3'-0'MIN BELOW ADJACENT GRADE U O N m m P7 ____ _________ __________ P1 3 SEE ARCHITECTURAL DRAWINGS FOR ALL GRIDS SLAB EDGE DIMENSIONS r 1 F26 SLAB AND FINISH FLOOR ELEVATIONS,WALL LOCATIONS,SLAB OPENINGS, F261� W311,] 7 i 113'-1'1 SLEEVES SLOPES DEPRESSIONS AND CURBS DEFER TO ARCHITECTURAL I DRAWINGS FOR THIS INFORMATION COORDINATE WITH CIVIL M E P AND I ALL OTHER PRIME CONTRACTORS j1 r q\ 4 T O WALL TO MATCH TOP OF SLAB NP SEE DETAILS ON 63 00 10' , i S3 Oi 5 SEE PLANS FOR COLUMN SIZES m I [ 6 FOR GENERAL NOTES AND LEGENDS SEE SO 00 SERIES ILL' 3 I 7 FOR TYPICAL DETAILS SEE 55005ERIE5 Z I Z 13` i I 8 FOR WOOD SHEAR WALL AND CONNECTOR SCHEDULES SEE Sfi 00 SERIES I O •5307/ I� I P1 LU F26 R P7 I I I13'-1'] N F26 113-7'] i I I O N 5 1 5'SOG I O 011 15'-0- I LL Zai 1 S301, STEP FOOTING SEE I _I O 'r V TVPICALDETAIL ` --- -- n Z N I Pim I \ I I F2.6 I _ P1 5301 hI I^o 3� ^0 5307 �S 01 53107 I F26 Pi 10"] I I _________________I 3 m F26 P7 ❑ Pi D W1 W7 I W7 15-10• W7 F2-6 F40 __________J ________ 113 ,"] ----------------- ------------� j 0 WF7 _--WF ---Y-- P7 �G— WF7 P7 WF7 WF7 1 3 [8'-10•] ] [8'-10-] F26 [e'-10'] F26 [8'-10'] � [8'-10'] I W7 8301 W7 F i [ [e-101, [e'.1 0'1 1 I �L . OCT 2 8 2020 `�' j I i I WF7 WF1 WFi . ii (0•-107 113•-17 � 115•-� i j I I I I I ^6 ' Southold Town n' F30 F30 F30 I - I 3= [9-9•] [9.9") is'-9"] I � I Board of Trustees � b 3 1 ❑ ❑ ❑ I 3 1 I I 1 'R1 5"S0G 5'SOG3� I 70'-9' 10-8' I I ! 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CUSTOM llr (2)314.0 FULL DEPTH SCREWS THICKv1'-T%4-0•L SHAPE, AT EACH JOIST END,TVP rX ry SEE PLANS FOR EXTENTS AND TYPICAL DETAIL I 2• I O ROO S ELEL-SEE—PLAN CJP GRIND '1 SMOOTH Z Z • L_,I < L �4 j ROOFJOIST SEEPLANS 6°LONG FLANGE EXTENSION PLATE TO I O N SUPPORT TOP OF ROLLING WINDOWS, CONTINUOUS Q THICKNESS TO MATCH BEAM FLANGE I I LSv3-lr&5/16'LEDGER O O 0 N SEE ARCHITECTURAL FOR MORE Z INFORMATION I I H o NOTCH JOIST FOR SHADE POCKET, m COORDINATE WITH ARCHITECTURAL \\ MAX NOTCH DEPTH=S'REINFORCE I NOTCH WITH FULL DEPTH SCREWS, u Z .Lin SEE TYPICAL DETAIL I � BEAM,SEE PLAN SECTION S4 01 V-V ID1 C L � ' ( I`1tj nFT' - OCT 2 8 2020 i L I � i Sbuthold Town I Pnncipal archliact TK project manager CG chum by DF Ax. checked by Checker job- 13(154.05 date 09RM2020 I I I revrsicns I I I I I , I I data by I I `PERMIT SET 09/28/2020_ I I I � ISUPERSTRUCTUREIj SECTIONS i i I S4.0 I �I I STANDARD COLUMN SEEPLANAND HOOK COLUMN SCHEDULE - (TYP) ' ISOLATION JOINT(SEE TYPICAL - SLAB ON GRADE DETAIL) m E p ANCHOR BOLTS (SEE TYP DTL) // CONCRETESLAB o i 2-r(MIN) e 1 % { Fs?• ¢y CONCRETE PIER OR ! lI — —I BASEPLATE(SEE TYP DTL)— /' AT EXTERIOR LOCATIONS WHERE SLAB ON N m W W R x STEEL COLUMN _ % GRADE NOT PRESENT SET BASE OF COLUMN NON-SHRINK GROUT Y / 1'-0'BELOW ADJACENT GRADE ENCASE g N i Z w (SEE PLAN) -�- j - MIN ��•� COLUMN TO 1•-0•ABOVE ADJACENT GRADE m ra o SAW CUT —\ Y p - SLAB REINF a i�• \ o 5_ • KEzV SLB ON GRADE (MESH REBAR) c [ zx 1-1?DEEP ONT -EL SEpA d T g 2fi4 @ 3'x4''-0•LONG ADDITIONAL AT ALL y� ATO FOOTING OR PIER �L� � MAXIMUM DISTANCE BETWEEN 2 1 • ? \ / CORNERS RE-ENTRANT _I i I SLOPE BY CONTRACTOR TO EL 6j EE pLAN I/ CONTRACTION JOINTS IN INCHES �- 4 c PIER REINF(SEE JOINTS MAINTAIN SOIL STABILITY,VERIFY IS 36 TIMES SLAB THICKNESS - WITH GEOTECHNICAL ENGINEER Y CLR PIAN AND SCHEDULE) I SLAB EDGE�" —III— 1— —1 —FOR REINF SEE REMAINDER AS PER SCHEDULE -TVP I •`—/ WALL BE ¢ = SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT 1•-r M1ri —CONT....--FOOTING Q n m AT ALL RE-ENTRANT CORNERS •- ) p I B O FOOTING TYPICAL STEPPED WALL FOOTING Z 6•x6•W2.1 x W2.1 W W R 3CLR WATERSTOP Y COVER N T$ 7'CLEAR NOTEb. Z u CONCRETE SLAB— MIN ES(OR AS REO'D S-SLAB !94 NOSING BAR By WATERSTOP MFR) � 1 / 1 PIER SIZE TO BE 3'LARGER THAN COLUMN BASE PLATE ALL ROUND U N O ON PLAN D: WWF S1ZE 2 SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING U) WATERSTOP- -n- ON TES. .\- j TO MATCH 3 IF PIER HEIGHT IS LESS THAN T-6•EXTEND COLUMN DOWELS INTO FOOTING SEE UJ 4 / S O G COLUMN SCHEDULE FOR SIZE AND REINFORCING N c� Tom,'-•- T-=�.- 1 SLABONGRADE SHALL BE PLACED IN ALTERNATING STRIPS / 4 T=SLAB THICKNESS-SEE PLANS T �rI l.)'•- }•-•J' _./ WHERE EACH SINGLE STRIPI DOES NO EXCEED 36 TIMES SLAB THICKNESS WIDTH IN INCHES ALTERNATIVELY,LARGE ` �y 1112'CLEAR I Q 0o I— VAPOR BARRIER -III—' ;�� N �` —III— Imo` BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS -I IPIER SCHEDULE O O a•- -6'GRAVEL OR ARE ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE I ti '1�y -1•KICKBACK II l7� t 6•GRAVEL OR STONE �, CRUSHED STONE IN BOTH DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY I—I_I'.-� •�- LL w N —I ; ?•.., i I SIZE VERTICAL UNDISTURBED 10 MIL POLYETHYLENE MANNER �r--�r� - MARK WIDTH LENGTH I BARS CLOSEOTIESI REMARKS c -UNDISTURBED SOIL OR 2 SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A _ p �t I I = Qp SOIL OR FILL VAPOR BARRIER FILL MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB i _ I�t��- a p1 78- j 18• I (e}a5 a4Q70°O C • • • N C) THICKNESS JOINTS SHALL BE SAWED NO LATER THAN 24 1 �" P2 24' 24• (8}tl6 R4®70.0 L SLAB ON GRADE SLAB-ON-GRADE&WALL INTERFACE HOURS AFTER CONCRETE IS PLACED I ` m 3 GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED _ZI_I TYPICAL CLOSED TIE I O n O 'U TO 9546 OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 1 I LAYOUT Z W CONTENT 1•-9 SIB-� I TYPICAL SLAB ON GRADE TYPICAL STAIR ON GRADE TYPICAL STEEL COLUMN/PIER AND FOOTING I NTS NTS NTS. HORIZONTAL REINF TO RUN THRU UNINTERRUPTED 11Rte_ 12 I I STANDARD HOOK 0 0 � IDI FF""• I DEFORMED BAR TENSION DEVELOPMENT LENGTH(Ld) WATERSTOP •� I FOR NORMALWEIGHT STONE CONCRETE&UNCOATED BARS NOTE,MAXIMUM POUR LENGTHS FOUNDATION WALL 801-0" I OCT 2 8 2020 oI7 3000 P51 4000 PSI 5000 PSI 6000 PSI N BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE TYPICAL CONSTRUCTION JOINT IN CONCRETE WALL J CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 NTS 03 17 25 1 15 22 13 20 12 18 1 Southold Town J— -- - SEE BELOW TABLE FOR f 04 22 1 33 19 29 17 26 16 24 TYPICAL REINFORCING Board Of TrLlSieeS 95 28 1 42 24 36 22 32 20 30 TEE-INTERSECTION 06 33 so 29 43 26 —39 24 35 3=CL HOOKED a3 DOWELl� L 1e•o c wI MIN zar4• 07 48 72 42 63 38 56 34 51 ' 1 EMBEDMENT IN HV-200 •x�—�• �tl8 55 83 48 72 43 64 39 59 O)_,' ADHESIVE OR —�- 99 62 93 54 81 48 _ 72 -- 44- 66 _ APPROVED EQUAL O a10 111.18 0 105 61 91 54 81 50 74 t J- STANDARDHOOK y C11 8 116 1 67 I 101- -_60 {I DEFORMED TENSION BAR NOTES, `ROUGHEN TO 114•AMPLLTUDE l'`- - `,•L.�%'r� �- OR - 1 FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT TENSION COAT CONTACT SURFACE WITH 1 DEVELOPMENT LENGTHITENSION LAP SPLICE LENGTH SHALL BE 1 3X THE VALUES GIVEN AT SUPPORTED SLAB LATEX BONDING AGENT AT SLAB ON GRADE 2. FOR EPDXY-COATED BARS A. WHERE CONCRETE COVER IS LESS THAN 3X BAR DIAMETER,OR CLEAR SPACING IS LESS THAN 6X BAR DIAMETER TENSION DEVELOPMENT LENGTHI TENSION LAP SPLICE LENGTH SHALL BE 1 SX THE VALUES prmmpal archtteet TK GIVEN I EQUIPMENT PAD TEMPERATUREAND TENSION B WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3X BAR DIAMETER AND CLEAR SPACING IS SHRINKAGE REINFORCING pr9lect marta9er CG LAp'_ gpL1L6 GREATERTHAN 6XBARDIAMETER TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH IPAD THICKNESS! REINFORCING I d—by DF SHALL BE 1 2X THE VALUES GIVEN 4'S I 93 @ 12.0 C EACH WAY I Autlztr CORNER CASE 1 CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN DB,CLEAR COVER NOT LESS r I checked by Cheder THAN DB AND STIRRUPS OR TIES THROUGHOUT LO NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF 6.4T a4®IT O C EACH WAY NOT FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2DS AND CLEAR COVER NOT LESS THAN 08 TABLE CASE 2 OTHER CASES I 10•-7Y 05@1Y OC EACH WAY X+b00 date 009IM9/[812020 I I ES i TYPICAL HORIZONTAL REINFORCEMENT AT CORNERS& NTj DEFORMED BAR TENSION LAP SPLICE-CLASSB 7 DDRAWIN AND LOCATION SEE ARCHITECTURAL AND MECHANICAL JUNCTIONS OF WALLS AND BEAMS NTS FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARS 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH fc=4,000 PSI revrsions ADDITIONAL HORIZONTAL 3000 PSI 4000 PSI 5000 PSI 6000 P51 BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE BARS AT TOP&BOTTOM TYPICAL EQUIPMENT PAD / OFOPENING PROVIDE CASE1 1 CASE CASE CASE2 CASE1 CASE2 CASE CASE2 215 MIN T&B U O N 03 22 33 19 2B 17 j 25 i6 23 N T$ A 94 29 43 25 37 23 34 21 31 05 1 36 1 54 31 47 28 I 42 j 26 38 I \ a6 43 65 37 56 34 50 I 31 46 a DEVELOPMENT tl7 63 9d 54 01 49 73 45 67 w LENGTH 0S I 72 107 62 9356 83 51 76 ADDITIONAL VERTICAL BARS 09 B7 121 70 105 63 94 57 e6 7-T -I ro date by AT SIDES OF OPENINGBAR tl10 et 736 78 118 71 106 64 86 -� , /�CONC WALL I QUANTITY ON EACH SIDE I - i EQUAL TO AREA OF 911 101 151 87 131 TTI 71 107 INTERRUPTED BARS 1 IS 2415 MIN EACH SIDE,U O N ALL AROUND .? DEFORMED BAR COMPRESSION DEVELOPMENT DEFORMED BAR COMPRESSION LAP LENGTH(LAD) SPLICE <1 T-- PERMIT SET FOR NORMAL WEIGHT STONE CONCRETE 8 FOR NORMAL WEIGHT STONE CONCRETE 8 UNCOATED �� CL PIPE I 09/2B/202D / UNCOATED BARS BARS 95®17 O C MAIN U-BARS - WITH(4)43 STIRRUPS AS w3 I BARSIZE 3000 PSI 4000 P51 ' 5000 PSI 6000 PSI BAR SIZE 3000 PSI 4000 PSI WW PSI 6000 PSI I SHOWN p ,CONCRETE CONCRETE CONCRETE. 6000 SI CONCRETE,CONCRETE CONCRETE LONLRE7E1 WITH 11 PLATEORPIPE FOU DATIONWALL ¢6 WITH 1/4'MIN WALL 03 9 8 B B 03 12 12 12 72 TYPICAL WALL Q Y THK 15 REINFORCING NOT SHOWN C NOTES. 94 11 10 9 9 tl4 15 15 15 U5 J 95 14 12 12 12 RS 19 19 19 t9 FOR CLARITY SEE TYPICAL 9 NOTE PROVIDE CLEAR DISTANCE EQUAL TO WALL TYPICAL DETAILS 7 HOOKALLBARS INTERRUPTED BV OPENING F— I I DETAILS AND SECTIONS o THICKNESS(MINIMUM)BETWEEN ADJACENT PIPE , 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH BEYOND 06 17 15 14 74 A6 23 23 23 FOR BALANCE OF m SLEEVES 1 07 27 27 27 27 INFORMATION OPENING VERTICAL BARS TO BE FULL STORY HEIGHT 97 20 17 16 tfi S5.01 O I 3 PROVIDE REINFORCING SHOWN IN THIS DETAIL U O N IN SHEAR WALL p8 20 19 IS 1 16 09 I 30 30 30 30 1 SCHEDULE SHEAR WALL DETAILS SHEAR WALL ELEVATIONS ETC 99 25 22 21 21 99 34 34 34 34 ' 9117 28 25 23 23 010 39 39 39 39 TYPICAL OPENING IN CONCRETE WALL all 31 27 26 26 tl17 1 43 1 43 43 43 1 TYPICAL WALL CORBEL TYPICAL PIPE SLEEVE IN CONCRETE WALL NTS NTS NTS I ' BOLTED OR WELDED WEB SHEAR SPLICE PLATES(S),BY DETAILER TYP S a SHEAR PLATE DOUBLE ANGLES WF STEEL BEAM SEE PLAN —�� -X•AS REO'D a� CAP PLATE(AT STEEL BEAM /`STEEL BEAM FOR SIZE AND LOCATION SEE NOTE i COLUMNTOP) 1 f _ -_--- N elo CIO J� __ IF REQUIRED - c CIO FOR CAPACITY EXTEND PLATE HIGH STRENGTH BOLTS ----—- -- ^T THROUGH \� SEE GEN NOTES 6 HIGH STRENGTH COLUMN \\ BOLTS SEE GEN AT HSS BEAMS USE WELDED J' `BOLT DIAMETER,0 BOLTS AS NOTES SHEAR SPLICE PLATES BOTH REQUIRED SEE NOTE 1 ' \ -WF STEEL COLUMN SIDES TVP PLATS TO FLANGE MIN ! III -HSS STEEL COLUMN 1l4"FILLET PL OR HSS STEEL BEAM,SEE i �WELD SIZE PLAN FOR SIZE AND LOCATION AND LENGTH BEAM TO HSS COLUMN BEAM TO WF COLUMN FLANGE -xAS REQ'-,3Y DETAILER I z SEE NOTE 1 Z -DOUBLE ANGLES �DOUBLE ANGLES J- � O ' STEEL BEAM / WF STEEL BEAM ®�O W QQ 01 0 0 1 0 I I Y W m c O I O STIFFENER PLATE —� EACH OQ `—AT HSS BEAMS,USE WELDED SIDE THICKNESS TO O O p SHEAR SPLICE PLATES BOTH MATCH COLUMN LL it N - IDES TVP FLANGE BELOW HIGH LT STRENGTH BOS �-HIGH-STRENGTH . SCJP OR PJP / = Q SEE GEN NOTES BOLTS,SEE GEN PL OR HSS STEEL BEAM SEE- 1 WELD BY ~ o PLAN FOR SIZE AND LOCATION NOTES {. DETAILER,TOP { 0 N /8077 O W� a WF STEEL COLUMN 010 2112 TVP � Z in I BEAM TO WF COLUMN WEB WF BEAM TO WF BEAM o I NOTES. 010 1 CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY THE CONTRACTOR MAY SUBMIT I ALTERNATE DETAILS FROM THOSE SHOWN ABOVE,BUT IN ANY CASE THE CONTRACTOR IS NOTE& STEEL PLATE WITH 1 RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE PROJECT (4)-3/4"0A325-SC GENERAL NOTES AND AISC GUIDELINES CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN 1 FLANGE AND WEB SPLICE CONNECTIONS TO BE SELECTED OR ENGINEERED BOLTS(MN)MINIMUM THE GENERAL NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS I 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED BY DETAILER TO DEVELOP THE FULL CAPACITY OF THOSE BEAM ELEMENTS PLATE THICKNESS TO IN HSIDE OF JOINT MATCH FLANGE THICKNESS NOT SUGGESTIVEOF SPECIFIC CAPACITIES THE NUMBER AND SIZE OF BOLTS SIZE AND Z E CONTRACT DOCUMENTS,PER AISC GUIDELINES THE SCHEMATIC DETAILS ABOVE ARE COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR REVIEW OF BEAM ABOVE I r I LENGTH OF WELDS. AND APPROVAL PRIOR TO FABRICATIONS,AND SIZE OF STEEL PIECES MUST BE DETERMINED PER AISO GUIDELINES 3 ALL STEEL CONNECTIONS ARE SUBJECT TO SPECIAL INSPECTION INCLUDING ^� I'-1 AND THE CONTRACT DOCUMENTS ULTRASONIC TESTING OF PJP OR CJP GROOVE WELDS �Y- 3 CONNROVIE TIONS TODE FULL P PERIMETER BEAMS UNLESS O OTHERWISE NOTED TH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND AT BEAM -"a `,� TYPICAL BEAM CONTINUOUS OVER COLUMN TYPICAL SUGGESTED SHEAR CONNECTIONS AT GRAVITY LOADS ONLY TYPICAL STEEL BEAM SPLICE (PARALLEL WEBS) OCTA 2 8 2020 NT.S NTS NTS IL I { { COLUMN 0 / S uth'�Id Town zBASEPLATE { 1�O ��QI TIL1StBGS C w x I COLUMN z LL 5o I I �BOTTOM ELEVATION z OFOF PLATE Q I I BASE PLATE _�- � I I �B�O_T��TOM ELEVATION I a I I z rOF BASE PLATE I m _ (4)314°0 HEADED ANCHOR I I/ - RODS EMBED 1'�1"ORTO BOTTOM ELEVATION 0 I 1 LL O NOTE LEVELING •'' WITHIN 3°OF BOTTOM OF 1 'OF BAS SE PLATE Al L' PLATES ARE NOT FOOTING ,•�• _L PERMNTED TOP OF FOOTING P-.'Palarchdect TK ' CG PIER OR�BUTTRESS �' CO SAME SIZE O ACOLUMNS COLUMN SECTION \AS project—ger-by OF COLUMNS 5/16 EACH SIDE � drawn by OF NOTE LEVELING PLATES - (4)3/4'OHEADEO ANCHOR ANCHOR BOLT \ / I ANhm AT LATERAL checked by Checker ARE NOT PERMITTED - _ " RODS EMBED V-4'MAX OR FRAME�T� /�COLUMN - TO LOLUMNS BASE PLATE 1 II pb Ln 1305405 { WITHIN 3"OF BOTTOM OF _ FOOTING II deh 008R020 I I pEDGE DISTANCANCHOR E II BOLT SIZE HOLE 0 IN BASE PL 11 rev FROM CENTER LINE II m m ! OF BOLT HOLE +� �0°s ' 5116"I ANCHOR BOLT 1 314"0 1511fi 0 2" I - ANCHOR HOLE 0 I EDGE DISTANCE ;y �. ] I) - - BASEPLATE BOLT SIZEI BASE PL FROM CENTER LINEI j 7!e°0 15/16"0 I 2 II 1 1 OF BOLTT HOLE / IISTEEL PLATE 3/4"0 1.5116"0 2" W1-7/e'0 2" II A325-SC BOLTS(IMIN())MINIMUM rn F SrE 1-i14"0 2-ifB"0 2-1/2" 11 f 7!e'0 i 1.9/16.0 2- - "M PLATE THICKNESS TO MATCH TABLE 1-12'0 2J/8'0 { 2-i!L' —� II FLANGE THICKNESS OF BEAM _ 1.0 1-718"0 2' SEE SCHEDULE ABOVE j COLUMN j 1-114°0 2-1/8'0 2-1/7 AT GRAVITY II j ww ! 1 1-1R"0 1 23/8'01 2.1/2" 51161 COLUMNS yF SEE j TABLE TYPICAL BEAM CONTINUOUS OVER COLUMN da° Y TYPICAL COLUMN BASE PLATE AT TUBE COLUMN TYPICAL COLUMN BASE PLATE AT WIDE FLANGE COLUMN (PERPENDICULAR WEBS) NTS NTS NTS PERMIT SET , _ 09/2812020 I I I I I TYPICAL DETAILS I I S5.02 I — I o<E C O m g S �c? II O O 16'TYP -STEEL BEAM WALLTHICKNESS `�=.b -STANDARD AISC DOUBLE _ - PROVIDE 12'OAK SHIM WHEN BEARING SHEAR OR - 1 I - -SEE PLANS ANGLE BOLTED PARTITION WALLS ARE LOCATED ABOVE BEAM OR m m CONNECTION WELDED TO BOLT LAYOUT DETAIL A-A ! / L m WHEN BEAM FLANGE WIDTH IS GREATER THAN OR I 3 c I TOP OF WALL FACEPLATE EQUATO 6° A -'�- // STAGGERED TOP AND BOTTOM SEE DETAIL A-A N 6 1 W 1 UT 6" T O JOIST 0 i G 6 I A325 SC _ I- 0 O 11+ l , i TO STEEL BEAM O 0 BOLTS to 1MOMENT —� —STEEL BEAM EE PLAN PLATE TYP \ 1 S STEEL BEAM \ -_-�_�CI C ----_ • 1 i1( z (2)tlS COLD•BENT A706 r� I GRADES WELDABLE 1 2"SURFACE- 0 1 0 • Z REINFORCING BARS U WELDED TO PLATE MOUNTED STEEL PLATE _ 1 1 \ U3 Q TVP AT TOP OF ALL EP-1 \ WALL PLATE STEEL BEAM, -- --' WT WHERE REO'D OMITq- ILu SECTION VIEW MAX SHEAR=24K(LRFD) SEE PLAN J/ WHERE BEAMS ON EITHER \\`-TJI FLOOR JOISTS SIDE ARE OF SAME DEPTH / > Q 314'OIA X6° SHIM AS REQ'D- FULL \-WEB BLOCKING AT Till JOISTS I Y IL cp HEADED STUDS® PENETRATIO 6"OC,TVP NWELD i� _ \ , W ON n T P6L OR ANTHONY POWER TYP BEAM BLOCKING SIMPSON FACE MOUNTED HANGER O Q- (IUT @WOOD FLOOR FINISHES 0 LL 0 N M1U @ STONEMLE FLOOR FINISHES) = Zo F_ TYPICAL DETAIL OF CONCRETE WALL PLATE TYPICAL BEAM-TO-BEAM MOMENT CONNECTION TYPICAL TJI TO STEEL BEAM O & O I- U NTS NTS NTS FLUSH TOP `\l I 11 I jF j -PIPE/fUBE COLUMN ^3116 r 714'CAP PLATE -114'CAP PLATE �-SHEAR KNIFE PLATE TOP MOUNTED JOIST HANGER I I 114•MIN STANDARD AISC SINGLE BV SIMPSON OR APPROVED t II 2'-D"CC STIFFENER AT i -STANDARD AISCSINGLE LATE SMEAR CONNECTION, EQUAL f( 2'-0"OC MAX STEEL BEAM MIN THICKNESS =1/4' PLAMINPLAT SHEAR S. THICKNESS. CONS.tp 1/4'ON, Z-0" � EL BEAM MIN THICKNESS,1p=114° SAWN LUMBER GIRDER 1/4 , / �,-PSTE' STEEL BEAM ( OCT 2 8 2020 114 TYPICAL SAWN LUMBER JOISTS TO SAWN LUMBER GIRDERS I L L L o I b I o 001 1 1100 100 ,.=p,0• Ro� I Sdwhrold iosln PJP,GRIND 4-0' 6' V-4' 1'-4' p �- r I MULTIPLE MEMBER JQC'r(j r)�T�l,'SLOeS \ 1 I I LVL BEAM,SEE PLAN SMOOTH\J NOTE-SEE PLANS AND GENERAL (5/6)tp NOTES FOR AESS REQUIREMENTS 114 MIN I -112"0 A307 BOLTS \PIPERUBE 1-PIPEITUBE K n ` WASHER COLUMN I COLUMN epi W j 0 aj N�T NOTE CAPACITY OF CONNECTION TO BE BASED UPON zSECTION A-A REACTION AS DETERMINED FROM THE STEEL GENERAL NOTES 112"0 BOLTS W/WASHERS ®1'-0°0C®TOP& BOTTOM W/(2)BOLTS AT pnnopal arch4ecl TK NOTES CUSTOM L SHAPE WELD DETAIL TYPICAL STEEL BEAM TO STEEL PIPE/TUBE COLUMN CONNECTION EACH END pra,ecl—g.r CG NTS NTS 1 drawn by DF MAXIMUM zLVL BYLESIZ SHALLB 9116" ER 2 MAXIMUM BOLT HOLE SIZE SHALL BE 9116' AW- 3 BOLTS SHALL NOT BE COUNTERSUNK I checked by LMcker I 1 pb no 1365406 TYPICAL MULTIPLE MEMBER CONNECTION FOR LEVEL BEAMS date 09120020 I feY6iGr15 • I WOOD POST SEE PLAN 1 FOR SIZE GALVANIZED SIMPSON - (2)•1/2"0 GALVANIZED A307 w CB66 COLUMNSASEOR THRUBOLTS NICKTHREADS APPROVED EQUAL TO PREVENT BACK-OFF -INSTALL BOTTOM OF BASE PLATE FLUSH WITH CONCRETE / -_---- m date by i SIMPSON CCQ6650525 • � � -SEE MANUFACTURER FOR PERMIT SET CONNECTOR DETAILS „'•. L e < TIMBER POST SEE 09/29/2020 PLANS I CONCRETE PIER I OR FOOTING TYPICAL DETAILS I TYPICAL WOOD POST ON CONCRETE PIER OR FOOTING TYPICAL LVL GIRDER CONNECTION TO SINGLE-LIFT POST 55.03 I ' L I I , s m` ——- (a) WOOD CONNECTOR SCHEDULE(a> I I 1 MARK CONNECTOR COMMENTS a 1 HGUM5.50-SDS lCONNECT INTO WALL WITH(B-TREN HD(HD625OOH)FASTENERS CONNECT MEMBER WITH(24)-SDS25212 FASTENERS I H TO MATCH LVL DEPTH j ! 2 HGLTV5514 CONNECT TO SUPPORTING LVL PER SIMPSON CONNECTTO SUPPORTING STEEL MEMBER WITH 2-17 LONG 114-FILLET + ASWLTD EACH END OF CONNECTOR TOP FLANGE H TO MATCH LVL DEPTH I 1 3 HU71 'F AST ENTOCONTINUOUSWALLLEDGER �\ 1 4 MIT SERIES Ij •��/ NOTES I 1 CONNECTORS ARE SIMPSON STRONG-TIE PRODUCTS FOR ANY SUBSTITUTIONS,SUBMIT ALTERNATE PRODUCTS m TO EOR FOR REVIEW AND APPROVAL ALONG WITH DOCUMENTATION VERIFYING PRODUCT EQUIVALENCY i } 2- FOLLOW ALL MANUFACTURER INSTALLATION GUIDELINES FOR EACH CONNECTOR I o I 1 I � W N Y �m 0 1 0 0. H ROOF TIE,SEE SCHEDULE / \� O O °DU —RIM TIE SEE SCHEDULE!G —ROOF SHEATHING F H, SEE GENERAL NOTES Q z �E Vl % FOR RAFTERS,SEE PLAN FOR - / ADD'L INFORMATION SIZE AND SPACING ,1 TOW o wALL y \ EL SEE PLAWAM. WALL SHEATHING I \ OMITTED FOR CLARITY, I I U DOUBLE 2y PLATE,SIZE TO SEE BELOW FOR NAILING ' III MATCH WALL STUDS(TYP) WALL STUDS,SEE PLAN I I 1 _--� -, FOR SIZE AND SPACING (/ti �1 1� RIM TIE,SEE SCHEDULE G j f'� � `��-� ri'� 1 I� CONT 2XPLATE SIZE _---.-� ! TO MATCH WALLSTUDS LSTA36 AT EACH STUD I I I (TYP @ EACH FLOOR) I r OCT FLOOR SHEATHING BEE I HOLD-DOWN ANCHOR GENERAL NOTES ^ Z70/yo L ( E ,AT END OF SHEAR WALL FOR ADD'L INFORMATION I IlJ I L L6 L L LENGTH,SEE FASTENER / -RIM BOAftO OMITTED FOR I I SCHEDULEAND SH EAR \ ` WALL END DETAIL CLARITY I{ 'I i T O WALL 7 i�H FLOOR TIE,SEE SCHEDULE II EL SEE PLAWARCH PLYWOOD PANEL SEE `A SCHEDULE FOR DOUBLE 2.PLATE SIZE TO p / THICKNESS(STAGGER ;II MATCH WALL STUDS(TVP) L�� Boa'd OI]I LStEra.S JOINTS) EDGE NAILINGE I WALL STUDS SEE PLAN PER SCHEDUL FOR SIZE AND SPACING 6 WALL END POST-SEE (/9 INTERMEPER SCHEDIATE ULENAILING I I II PEA _ QVIDEULE ANO-C% I DOUBLE STUD MINIMUM _ -CONT 2x PLATE SIZE FLOOR SHEATHING 1 III TO MATCH WALL STUDS SEE GENERAL NOTES FOR ADD'L INFORMATION - -_, _ TO FDN WALL t _ EL SEE PLANIARCHL CONT 2X PLATE ON •I i" -I I principal archrtecl TK FOUNDATION WALL,SIZE TO MATCH WALL STUDS,SEE Project mana8er CG FOUNDATION SECTIONS HOLD DOWN ANCHOR AT EACH END drawn by OF OF WALLSEE FOUNDATION SECTIONS FOR WALLS LONGER THAN 10'-0"� A01hor ADD TIE DOWNS EVERY6'O" LOCATE FIRST ANCHOR BOLT checked by Checker F S"MINIMUM/12'MAXIMUM pbrw 1705d Ofi J FROM PLATE ENDS SEE REINFORCED CONCRETE FOUNDATION WALL SCHEDULE FOR SPACING SEE PLAN FOR SIZE 6 LOCATION I date 4912/112020 2BOLT5 MIN PER PLATE FLOOR FRAMING TO FOUNDATION WALL OMITTED FOR CLARITY ! fi TYPICAL WOOD SHEAR WALL ELEVATION flV21an5 WOOD SHEAR WALL ELEVATION I I WOOD SHEAR WALL SCHEDULE I I I WALLSTUD (C) STUDS OR SO LID I(D)-SIMPSON HOLD DOWN' (H)-SIMPSON I no date by SIZE AND (A)-MIN PLYWOOD BREATHING (B)-PLYWOOD NAILING( POST@EA END OF OR STRAP AT EA END OF,(E)-SIMPSONI (F)-ANCHORBOLTS (G)-SIMPSON RIMTIE BLOCKING/JOISTTIE MARK SPACING SHEATING GRADE ' EDGE I INTERIOR WALL I WALL ,ANCHOR BO LT I�SSIZE—T—SPACING SPACING SIZE I SPACING SW-1 12X6 @ 16"O C 3/4'(27/32)PLYWOOD STRUCTURAW Bd @ G. 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AW ~`•.�l V' o SHEo I ACTIVE I a••., ; �/ '� ;•� 116.1 P. i 52.5 ?ELL N 1 d WELL i WELL ••''• 16.1'po GF a I aj cd� �'`•., � T� •• �� p �� r0 cP� NO""s.MI �r 1000- -1- I W �� LAND N/F �• N.s �.f{;:�•• - 89.213.14 S.F. of 2.05 ACRES � � �•'•.� OF •J' :;. ••"' I W JOHN BASKOW �/ /"� •-•'••N J.L J.�r•'••• 15'NIDE"ON TURF N • " Q 0 bath, Its to t2 o. - : ♦�Z�' ::i!•: \ •'fie r—� �--� �--/ �--•`-� �--� tsr� :s ••• ;ry;•;•;• I LAND N/F ►------------- OF TOM 11l1UNO BaN1oARr As DRNftl1 N '�:•• ;X•• f7RY ZONE I /— K L•M-CONSULTM115 JULY 14, 2015 �AM � WELL® CHARLES CAMPBELL W ' J fp ••• 1 '( �Wy{ ��r. •• I I :♦ I INTERTIDAL Ta .EtAMD A!'1I�t111C11TE0 '•!� '� j��'•+{ yJ •T o i MARSH AREA •:y.,•••• �� .�:i.�•�yll�i�l""�••..`• � LAND N/F OF t' :�• 5¢?p+ �•�•�•� ! MAPA RUBiN 188 y0, N8¢•6� P. d� •�•�•� ;,- -- ,.J_..._ MEAN HIGH WATER LINE '.. S �•�. .. P. P. - ars 2 ^ 2 02,0 1 INTERTIDAL •y"".,,M )' MON• MARSH AREA ""• ` ,,� v V. / �� / r N/F '�..�'- `• \` RtGt,T OF WAY I LAM N DDMEL N ee•3y•3g„ LLC � DAM POND 10�0�• � � Y OF O . . p d' AS SHOWN ON TOWN OF SOUiHOLD . ao O . 145.52 WETLANDS MAP/M45S6 9 00 9,06950 - T U. y g o 1 NS U.P. g0 ND -44'03WI� 25) k3�� 50 S.R. •DIRT BOAT......... 5�731,10 ed L� MARSH AREA R ang w� COMBINED OVERALL MAP OF �,�g5•s � P� PROPERTY OF DOME LUCA & TREASURE ISLAND �--/ 28245• FOR REFRENCE PURPOSES ONLY »� 29 ... MEAN HrH WATER LINE N5 .. .: • —/ �/ •O�$ coy '♦ '��Q LOOCCATITIONS AFX1OO RYA N !� ELEVATION DATUM: NAND 1988 µ0 OR DATA OBTAND FROM ORVM l gINTERTIDAL UNAUn10RIIED At IMAiION OR ADOinON TO TMS SURVEY IS A NOLAMN Or SECIM 1209 OF nE NEW YORK STA IF EDUCAWN LAW COPIES Or TTNB SURtEY MAP NOT BEARNC nE LAAO SEARYt MITS EMOSSED SEAL SHALL NOT B£CONSIDERED ,D BE A YALV MLfE COPY, GUARANMS I101CAiED IfEREON SMALL RUN „ MARSH AREA •' �3 ^`\ OPAY TO THE PERSON FOR wMaw nE Suwwr LS PREPARED AAO ON"S BEHALF 10 IFC nTLE COMPANY, GOIERMENTAL AGENCY AAO LENDING MVSMUflON I N68•51 02 E ,,• l,:J I i ' �s��<S R• LISTED hERELML AND To i1+E ASSIGNEES OF of LENDING IIVSn1ViKNL GUARANTEES ARE NOr iRANSYERABLE. 103.10 1FIE'OFFSETS OR DINArNS06 SHOW,EREON FROM TIE PROPERTY LINES 10 PC STMXnO£S ARE FOR A SPECIFIC PtAFPOSE AND USE HEREFORE 1?EY ARE NOT NTEAI ED TO MO NJ ENT nE PROPERTY LINES OP Tb&WE iNE EREC"M Or FENCES AD VRONAL SW&CnAES OR AAO OVER AFIROWMENTS EASEMENTS AAVIVR RAMWACE SiRVCAWS'RECORDED OR LWECOIPDIED ARE NOT GUARANiEED EAIKESS PHY91CALLY ENDfWF ON nE MEUSE$AT nE TME OF SWWY •�, •�� P► to •••. SS�bp�� SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DOMELUCA h, LLC; � MAP OF: FIRST AMERICAN TiTLE INSURANCE COMPANY; LAND N/F •a tD •• F11Fp: OF a%•(O BROWN, HULSE. KALiN & OUINTANASITUATED AT:EAST MARION ;` TOWN Or:SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING. PUC SUFFOLK COUNTY. NEW YORK Professional lend Surveying and Design 13-144 P.O. Bo: 153 Aqueboguo. New York 11931 ME / 15-61 SCALE: 1'-60' DATE:APRIL 3. 2018 � PROtts (831)906-1DBD VAX (011) a0a-IDas N.Y.S L,Sr- Na 050882 1omMekdoe IM--r&of Mat 8-a.Miwv t Noxiemoth III.UWWA* i z r , rod.': pd�+ '�. �r Y .y� r' [��„r ♦ �/.. � y t I L ( V .•. � raj ��r •�./yt x i �" '•.171 � ..-. � �r�F� ;�- 1(�- -. - �- ---�.-a' ."` :i.Q:-a•�' -4�f� Y. .� fir., ...";.` � - .r ti Y r 9 a ♦ � `s""..tC'W'1Sa: yn .r�y,�,,yy!�� k. -;s ;N+"f. �" � ,.:: '. � '� �:., � �_. - i ,: �to � .-,k,'L ,; v�- "t�`."a. . •. � �"- � y�� '�'""".�'�tl� 1, F 04 y/ 71 $ S'G' •J. 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S.T. 12 V+ �O 12.0 f 7. u 161 2 a FIR. O 8" HERBY 12"CHERRY [�C ?ND LR. c 29.9 0 10 " DIAz 'DEEP LP.14 +r 6-CE AR OVER 2 Sty FRM. ~1 O d` flRA/2016 x - zf.+ DWELLING O O � f �_.� POF w Fn 31 1 m 2- 1 sly rR1f S O 6-CEDAR .^ T`�•9' w • fS7 OVELLIN6 172' . WIDE N0N-1UR ..••-""" ,,,ttt O f 71 �� m \ 1• BUFFER DECK o /7.9.0 0 330 1'-- 4 0 0 8. ROOF FIRM ZONE AE EL 6 18 EPING =oo O 28.6 K 28-B + + -`R SWIMMING y 82.0' o Oo 1 500 GAL a D� t POOL yMM 28 Ja' C t G.M. • •+ ` - CIST 66' 1. [.M. V / �� -�°,��+ • G'� : S. faeo'' i 6�BRC + G 73* E ELEC OLP 57K. 6 - 6 BEDROOM BELG. BLK. CURB SE�6•C ERRY �21 SANIIARY Aum m7.4'W POND �� , SYSTEM &41W t� la 12 tai . LAND N/F 2 G__G + OF -G_ -c G G '' " REED RUSIN LAND N/F / (3' ERR "CHERRY y�M•_+. 643, 350' 20 (j E E CEO n+ERwt Q °�1'J I 5T R w W �I 1 Qo c WII /. O • z 0- / OF 'L;• .6' 10.0' °--� EWERGREEN NE ME • I / 6.3' 4 MAPLE I 1c TOWN OF SOUTHOLD �/ �/ �/ ..f P�.r snc o is -27 6-FREE j d' C0 6"OAK � SB i 74°3 00" w STK, jY' HER 3 10-BIRCH f 18 6'fREA% I W ELL ! `~ 00• OF 10 IR Q 6"TREE Q O ! 51 S CK C4 ijE .6-rREE • + w LAND N/F 12 8 RCH i� 14 00 Q 10 3-1-2.8 /7 6 :� OF �� / �/ �/ 41 i Q j Vs'TREE 98.380.39 or 2.26 ACRES - a u I !/ MICHAEL MENDILLO • BRICK S:ED i 12 I e" w -oro CID i ;3 LLI� MON. / o O9D -12.2 FRM`��"MAPLE CT ;W t P• w ^^! / SHED CONC'. ,QTyP. 86.1' Ln II o I z • wI OQ 12 113, 52 AWELL WELL EVERGREEN KOM 76.1' 0GF 8'6 36.4 / 16.1 _� R� � � / f wt57 NNOO WATESANIR ,R+OLM � ��9!' � 'TREE 10 �/ �:.:. / PARTMtIr COLLAPSED 6 30'MAPLE .. 89,215 F. or 2.05 ACRES I S.T. LAND N/F 'ts � 14.0' FRM.SHED. I `.` 1000-23-1-2.9 ,, OF WELL, a 'L• ,+ 'W 8 5'TREE 5"TRE I w Q ^^i JOHN BABKOW '-c s._1.�'"-�• 15' WIDE NON-TURF ?40 � 5'TREE BUFFER �QV1r ' P. •� V \ t]t , a.• O CEDAR w ; / /- �� s�,`: , : , . • , 4, \ WELL`\ , h OG\. r Cho •• :•- .'. +...' •-•'•• ` (nQy\ ^^ILI W 8"CEDAR IJ VO i �0. -`>•: �; c^yo\ �� 10"CHERRY \76"CHERRY w tX1 . . . . . -� , ------------ .S. '' LAND N/F : FIRM ZONE X- I 0 TIDAL WETLAND BOUNDARY AS DEL TE ;�• .S, WELL• CHARLES CAMPBELL I BY EN-CONSULTANTS JULY 14, 2015 /T \; 02 \� ..•` Q , j� FIRM ._._._ DARY LIN : • F _.�.,�.� I It POW Z s84s -'�•._ I INTERTIDAL T10AL WETLAND BOUNW.A4'15ELNEArEO........ .,w .,\ 4 L . MARSH AREA BY EN-CON5IKT'N 4 n .,0 5 meq,8... �'' MON. �•.�.�. LAND N/F 17'38„ , 10 '. _ �\ SBgo� of E' 4 1 ¢�� 1'�•�.� MAIA RUBIN N ° "+�� ' U.P. a •\ 198.70 B4 5¢2 .. -,. U �, � E '�•� ; 4' 89 g •i,. MEAN HIGH WATER LINE • * ^• 1.` + +tet STONE OR/t,F U.P. 5, 1U.P' , `^`•�'�•�. INTERTIDAL + ' •., kqY �,\ MON. • � � � � � � � � � � �- �MARSH AREA �' - ^^` CEDARS • ` RIGHT OF WAY LAND N/F _ 1 DAM POND I OF U.P. A I NB8 DOMEL CA 11 LLC � � • \.\-\ tiro �,�'� i CV LAND N/F OF � � �- , 1j bM+ AS SHOWN ON TIDAi. 'i 4 / TOWN OF SOUTHOLD + p » 145'52 WETLANDS MAP,724556 00650 E .......................��::. ' --- T U. Ls.oy, 13 o N59 6 pPRO U.P. � r ............................... 563°44p08' AIN 25) 020 P °A� DECo DIRT BOAT X52,�3 fij i RAMP. _ 139 c1cp �--- MARSH INTERTIDALAREA Raga,OO COMBINED 0 VERALL MAP OF ��055'1�' EDGE OF PP�M�Nt PROPERTY OF DOME LUCA & TREASURE ISLAND FOR REFRENCE PURPOSES ONLY 282'45 "E -- MEAN HIGH WATER LINE N58o29+47 'r THE WATER SUPPLY, WELLSy DRYNELLS AND CESSPOOL ELEVATION DATUM: NAVD 1988 AND OR DATA OBTAINEDOWN AREFROM FROMF07HEIELD ��R�ATIONS 1 �• INTERTIDAL go UNAUTHORIZED AL7ERATION OR ADD17701V TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE£DUCA7701V LAW. COPIES OF THIS SURVEY / ,02MLi' MARSH AREA �) MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN N68°51 Z�j� ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITU770N, GUARANTEES ARE NOT TRANSFERABLE. 1 103.10 ��(�j R THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 1 ' ` NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS \- ---- NS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 17ME OF SURVEY W CrO &0ti OF PP SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DOMELUCA If, LLC; �° 5MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY; 01. 5 �o� LAND N/F •^1 �,.• �y C� FILED: OF O SITUATED AT-EAST MARION BROWN, HULSE, KALIN & QUINTANA•:' TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC UPDATED 10-15-20 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 13-144 FILE / 15-61 SCALE: 1"=60' DATE:APRIL 3, 2018 PHONE (631)298-1588 FAX (631) 298-1588 A/YC IIC/• AIA n5/1RR9 m°InWeln°the nrc°rd. of Robert 1 Reno- ! Kenneth Y_ 1e°chuk i°ikAik"flrRa%tl,+M6bFNA'fkNrt;HYfif4'RSR..B ' ti. i&S.a"'hlAw^3d8F{iNbvlil'rHCap;.U:AMT'A:Ft:§ a M#4.:,'Xu+NAS>N +,aMf; r .. - • r. . . . .. .: :. .. MICHmON -D 35.15 - - _ _ _ �,mac\ ` \ \ � \ \ / ' / -/ � ( c -` T J '` \ \ \ \ ' � / - - _/- -125°09f »`� _ _ �\ - - - - - - - 'K, 20� 5 B \_� - t � �- .. - 4 .. I / \ ,\ 1 \ '♦ \ i { I�1'HIV _ = ♦ • • �' , \• L - ^ I \ �►IIEILANi�S 2.3 • �• . \ , \\�-- � -_ _ ___ _ \ � i \ O , ' ' •I / / �a.. �- _ _ - - - - J♦�- ' ♦ �i�� / ' / i' \ \ \ ` _ _ \ , �L� LAN\DS\� _. •- , • .- -- ' --j ` • •\ \ - �"� 7IS, ••- v` /may / / 7 : _ _ \ I / / / , / _ _ ` - \ ♦\ \� \ _ -_ _ _ _ - \ -7 - WEf� FLAGGYDBY \\ STEPHEN RAVN, P.E., P.L.S. / / / t \ \ \ �/ \ �• I �� \♦ \lZ �\ \ L -\ " �/ � _ - _ _ - - / / / / \ \ \ \ I 3.2 \ \.\\ LOCATED BY AMERIC N \ \ _ \ l \ ,\�' r ENGNdEERfNG BLAND \\/ / / ' \ \ - - / / / �PNC� \\ \ \ \\ \ \�� / 2. \ 1 00, -SURVEYING, P.C. ON 12/0 /20 / / N0\S� /- \ � \ N \ / '5� 4 6.7 oo. 1 \ TOTAL LOT AREA: \ \ R\S�gP \� �� o/ \ \\ \ � \\ `j\ \ 2 \\ -+� -l \ 5.9 2.278 ACRES R�BU�FE % \ -� 12.. \ / / _ _ r \\ -rl /i\ \\ \ \` \♦� �r, �- J/ 4.6 / / I ' \ \ � - LAWN- �\ \ \\ \ � -\ \ � : -� / / ~ o -ENC. \ \ P. 3'H OS \ RAILFENCE \ 4 ♦ �� ? �- -\\ 6.8 _._ -..- ) ` ` \ \ \ i �. 6,. , / L\�1E \ / " j" w FRAME PLNT. . \ \ t \ 6.9 / �N S�gPCK �1 - 6.. �' SHED ,� V \ \ J ' T' \ _ i\ 317 021 146.45 TOTA DISTURBED AR ................. .. .... ............................................. r..�.. ..... .. pNS�R��\ / �/ \ \ / ) ................................ �. 24,,Y0 SF 0.550 ACRES 6T 1QQ _ - / (N33-17'47"W) ` � / / \ 8" CHE PROP. 4�E: t 63.0' - loo.o' 6 / / o RESIDENCE W PUBLIC / / °CED SPA CHE o LAND NOW OR FORMERLY �\ / / WATER I J J MCDONALD GEOSCIENCE o ALFRED N. DINUNZIO JR. & � I s.0 ~ 1 / � � \ � ' / � NO WELLS FOUND � TEST HOLE DATA \ VEGETABLE GARDEN o 2.8 J PROP. PROP®OL o POOL / \ w H. DINUNZIO DATE: 08/17/2020 1 BARBARA H CABANA FUTURE EQUIP. PROP. DISTURB Nr.F.�8.8° ® N O1E / ,. 7 ♦ �\, / RASS/PATIO � \ \ � w ¢/ L. 8.0 BROWN SANDY 5.1 / / AREA I .5.0 40.0'® .3. I ® // \\ // LOAM (OL)z 0.5' / 5] / PROP. SILT FENCE I DECK 6.6 0 9 / i 6 6„CEDARS / \ \ / / o / LEGEND / / I \ e HAY BALES , 6„ "� o PALE BROWN / j / �- - _ _ \ / /// N33'17 02"W BEARING PER FILED MAP s' TREES TO BE REMOVED SILTY (ML) 6.6 °. I / ° 6 12" I C.Q GATE NON DECIDUOUS SCREENING ` GAT- - / ELECTRIC .�.`................................... .. o a / v � (N33'17'47°W) BEARING NAM (OZONE) 6 aI.P. TREES TO BE PRESERVED - 3.0' I I - - i IRON do/OR STEEL PIPE FOUND I / ,�l ,I� - ............ :............................ .�............. ........... . ........................................................WATER................ �' 2 STY. FRAME #1235 ........ ....................................:` �\ / / - ' / �..' :,:� ]8 MON. PALE BROWN � � � _ � c\i (7J CONCRETE MONUMENT FOUND PROPOSED SPOT ELEVATION FINE SAND (SP) 3 w / / ` I / 0 WOOD STAKE FOUND PROPOSED DISTURBED AIREA 6 7urva.00 I 1 7' CD � STK. ' / 12' �- 12" Lt7 D.W5 \ I PROP. 3'1•/POST & 1 RAIL F - - -� ' v 8.1 -H (A7 ® WOOD UTILITY POS PROPOSED EROSION CONTROL GROUND WATER 46,5 l o J.L: 7. SILT FENCE ELEV. 1.4. - 6.6' \ P. m m �� . GUY WIRE ' 4p 7.0 f 1 2¢ 6,. 7 O ,,-� / � WATER IN PALE 5.9 19 / I 6 0 /'� k' ,/N331 �w 4f K-.-EE. o ® LAWN 200.00' -- PROPERTY LINE PROPOSED D BROWN FINE F' ' 6. TO MEDIUM / 9 1 7 ff ± PROPOSED CATCH BASIN ■ 1 / _ _ w / o (N33°17 4,� W) - EXISTING TREES TO REMAIN sar;D (SP) 6 - _ o I _ 1 8 /i / / 12" 41. ' 7.3 -�-�' 00 *FLOOD ZONE NOTE 17.0 PROPERTY LOCATED PARTIALLY IN ZONE AE (EL 6.0) AND PROP. l 1 p POOL 24 ZONE X AS SHOWN PER FLOOD INSURANCE RATE MAP (FIRM) RESIDENCE , .PROP. GARAG 6„ l F,F.EL. 00 / I I AS FOLLOWS: / 1 9 12" ' F.F. E / l 1 C.L. HEDGE - - MAP NUMBER 36103COt62H E�'ID ID I LAND NOW OR FORMERLY O LOW WALL W/TRELLIS COMMUNITY: TOWN OF SOUTHOLD / ON LINE± -� - _ / ' o GEORGINE ZANESKI b / COMMUNITY No.: 360813 J 1 s E- W.C. PANEL 162 OF 1026 0 I MAP DATE REVISED SEPTEMBER 25, 2009 ./. / 7.5 � � � I 0 38.0 ' - ' J u w DECK - ® 14" ;' 1 U COVERED DECK t ¢ J / w 10 / I Q < I PROP. GROUND PROP. POOL z Z U S WER a \ _ EL 7.0 a o PATIO EL. 7.50 •` - ¢ w - '1' • Y / 7.9 , ' 12.. �x o _ _ TREE REMOVAL SCHEDULE F o m / 7.2IF - �� / / T ST BORING :- . 1 cn o FRONT REAR ELEVATION EAST SIDE ELEVATION w V) / / 6" I� \/10 _ \� � QTY. TYPE ck� w ¢�/ // I 8. IOf ¢ \w = w 6 CEDAR 6 2 CHERRY - - - - - - - J� W w 1 / 60' FRO RD SETBACK LINE C POOL - ;' - 1 STY. FRAME 875 - TURB. AREA PROP. GROUND PROP. POOL ' 4. FOR TOWN USE EL. 7.0 �14.a ., PATIO EL. 7.50 00 A / O S - _ - 7' MATERIAL STOCKPILE �1 `� '/ `r' SILT FENCE/ H Y _� 2 2020 w r AREA DURING/ / / p�2 Ln � 8.5 �� BALES 8.9 DEC POOL CABANA PLAN � �- FRONT ELEVATION WEST SIDE ELEVATION N CONSTRUGMN °'° ' I \ SCALE: ,°=10' 1 W I BUILDING AREAS I= V z o ............................... ................. ................................. / 1 DO E C) ' 1 N TOWN OF SOUTHOLD 12" ` / 1 s" 1 s" 'coo ZONING: R-80 RESIDENTIAL cin NET LOT AREA = 89,037 SF 2.044 Ac PROPOSED 02 1 6" 10" ,2" 12° 8 9 _ LOT DATA 02 C.L. HEDGE PRINCIPAL DWELLING FOOTPRINT FIRST FLR.+ GARAGE 8.5 C - I _ 88 \ 9.2 f 2,260+815=3,075 SF 02 1 WEST± REVISIONS AS PER T.O.S. TRUSTEES 12/05/2020 DWELLING FIRST & SECOND FLOOR) TOWN OF SOUTHHOLD COMMENTS _ _ _ OFT ABOVE GARAGE INCLUDED MON. _ _ _ - - -- - - - _ - /Z �� \ \� _ _ _ �- - (jj 2,260+2,260+627=5,147 SF REVISIONS AS PER NYDEC _ _ _ _ _ _ _ _ ) 01 COMMENTS ON 12/01/2020 1d3�3�1� �2-W- - - I _ _ _ -rt__ 9 - 8.13 I 75 COVERED PORCH 1 029 SF ZONING: R-80 I 00 INITIAL SUBMISSION 09/14/2020 EDGE OF PVMT. 1 � - -' ACCESSORY (ASPH.) 8 43 STRUCTURES: REQUIRED EXISTING OWNER: -� � 8.38 8.21 8.25 BALCONIES iso SF - MINIMUM LOT SIZE: 80,000 99,247.02 SF PECONIC RESIDENCE 8.38 / FRONT WALK AND STEPS 175 SF WETLANDS AREA: 10,210 SF STEPHEN & DANIELLA RAVN SITUATED AT j 7.71 _ _ _ ' _ _ - - _ - _ - - - NET LOT SIZE (EXCLUDES WETLANDS): 89,037 SF 625 WELLS ROAD PECONIC, NY 11958 1 - 1 TOWN OF SOUTHOLD SUFFOLK COUNTY NY. 7.58 - -- 7.66 DECKS s3 SF APPLICANT: NEW HABITAT ARCHITECTURE PROPOSED SCTM: DISTRICT 1000, SECTION 75, BLOCK 6, LOT 3.3. I LAND NOW OR FORMERLY POOL + POOL PATIO 772+1,117=1,889 SF MAX. LOT CO -��=•`� VERAGE: 20% 7.2% (6 541 SF) TOWN OF SOUTHOLD _ • -.-:-; (SOD FARM) -fl TOTAL J,226 SF ` ' `~ SITE PLAN I LOT WIDTH: 175 FT. 175 Fr. °� t}',' -w:` `: . LOT DEPTH: 250 FT. J.. POOL CABANA 330 FT. -- 280 SF- New Habitat Architecture ACCESSORY BUILDINGS & ? PRINCIPAL BUILDING AREA 3,075/89,037 sf BUILDING HEIGHT: 35 FT. 33'-4" FT. 3.59 �� :-__.:�: :�`=,3 �� Design, p.c. I 3,075+280 89 037 sf NUMBER OF STORIES: 2 1/2 MAX. 2 ry f 1171 Old Country Road suite 6 .... TOTAL BUILDING AREA � � , FRONT YARD SETBACK: 60 FT. 74.6 FT. `' ;w� -`- Plainview, S '` �f' w,NY 11803 3,075+1,029+175+93+1,889-1-280= _ "` _ -",'s tel:631 -393-2871 K. IDE YARDS 45 FT s fax: Larch gmail. 7-7 6,541 89,037=7.3% 79 5 FT " - newhabitatarch@gmail.com @g ail com ' TOTAL LOT AREA COVERAGE 3$ 0 FT _ BOTH S , ' � habit h m '. BACKYARD SETBACK: 75 FT. 115 FT. ( R .. ,el•-e!M•e11S„ ,,, ,,, , DANIELLA CUNHA ,RAVN, R.A. SCALE: 1." = 20' DATE.08/20/2020 SHEET: 2 OF S