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HomeMy WebLinkAbout50993-Z TOWN OF SOUTHOLD t BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50993 Date: 7/29/2024 _. Permission is hereby granted to: Nystrom, William ___...._r. _.......... ... . .... .... ...._v.... 79 Pine St Dover, MA 02037 To: Construct an accessory structure to an existing single-family dwelling to include a half-bath, outdoor shower and sink as applied for per SCHD approval. At premises located at: King St. Oriente 181.5.. ..... _......_w.w....w. __ ... �..................................... ...... SCTM # 473889 Sec/Block/Lot# 26.-2-43.6 Pursuant to application dated 6/7/2024 and approved by the Building Inspector. To expire on .. 1/29/2026 Fees: ACCESSORY $797.00 CO-ACCESSORY BUILDING $100.00 Total: $897.00 Building Inspector ' F TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 litaj)s.// YWw.sor.�ltlloltit:ownliy,,g v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only rye i JA PERMIT NO. ?) BuildingInspe or: �. �� Jul% 2)024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Ri,:T ,f)I r G DEPT. Owner's Authorization form(Page 2)shall be completed. Date:May 31,2024 OWNER(S)OF PROPERTY: Name:Suzanne Nystrom =CTM #1000- Project Address: 1815 King Street, Orient, NY 11957 Phone#:(508) 816-6895 Email:nystromsuzanneCc- gmail.com Mailing Address:1815 King Street, Orient, NY 11957 CONTACT PERSON: Name:Richard Gluckman Mailing Address:Gluckman Tang Architects, 250 Hudson St, Suite 306, New York, NY 10013 Phone#:(212) 929-0100 Email:rgluckman@gluckmantang.com DESIGN PROFESSIONAL INFORMATION: Name:Richard Gluckman Mailing Address:Gluckman Tang Architects, 250 Hudson St, Suite 306, New York, NY 10013 Phone#:(212) 929-0100 7Fmail:rgluckman( gluckmantang.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 300,000 Will the lot be re-graded? ❑Yes RiNo Will excess fill be removed from premises? ❑Yes FNo 1 / //rr � r PROPERTY INFORMATION J�j r % xis in use if rope t i l% R-3 / r / ,fn d use of property:Residential (R-3) ere any covenants and restrictions with respect to erty7" Yes INN El o IF YES PROVIDE A COPY. is,prop / drain, ,....,,O/,,,, ,,_„ ..... rofessionai�s responsi/je far ail drainage and storm water issues as provided by ,r, cs,,r , � �' " ate 23 � e To Code'ApPUCATION IS HEREBY h'itl�1��the dui � p ►t; � a 8/ p Idln De a m E for tfie issuance of Bulidin Permit pursuant to the Building Zone . buildings, Ord`nnce f, a�a ri, f Sau bid,Sutfafk�Ccftlr�, iVeW York'and a2her�ppiic�6le laws,Ordinances or Regulations,far the construction'of bu 'ngs n ` %/ '! dt�(1�br#S��Eet�i�an��r'�ar oYa�or dej�laEiti+�n elr�e��{tlescrtbE�irrTfw�app(iCa�it agrees xo comptywith all applicable laws,ordinances,building code, /,G„taus e,��lti re Gfa�itrhs� s�#p admFka rt2ed ins eckbrs on�rre is+e�ancM In buildin s far,necessa inspections,False statements made herein are ��. ��f�sh��ri��ts,/aF.��s��is�e sonar �rrsuartx„t4�`eckf/an�l0 gS of 1Ehe� w Park State f�enal Ww ; /r/ %ii gelri r/ , � ❑Authorized Agent @Owner /r%�'/�% ri� / i/Cif 1 � /�� //�%/i �IV�///� t%�//%ii%�/���%// ,, ,✓ ✓i%,,, ,, W Date., /��/ ,� / r s is'the a that s)he � '; �YIlcant ,, ,, /,moo" i, , , ,! r n r fr �! ✓ i/�//�! / r/r/:r r „ // ..,/ �„ !//,.,i ,,,r, ,,, : ," " Corporate©fficer,e,sills,o � � " ,,"��� I y � � � ► �d�ta/ ��' Qr have e, armed the sold work"and to make;and file this, his/he;,knowledge,"anti:belief;and r r / , j r, %'c , //rrrr i,'1 � / 'o v ✓a'//%/ro/%sill rrrr r , I 1 1 aLIn f5099 ,3 - -A55C_S_`�)0V_3 GENERAL NOTE: REFERENCE SYMBOLS MATERIAL SYMBOLS ABBREVIATIONS NYSTROM RESIDENCEeBARN ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG CONCRETE A/C AIR CONDITIONING ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE 1 DETAIL SYMBOL ACOUS ACOUSTICAL MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, �A101 ADJ ADJACENT STEEL AFF ABOVE FINISHED FLOOR DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN ALUM ALUMINUM 1815 KING STREET ORIENT, NY 11957 CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE AP ACCESS PANEL � MAYBE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, ALUMINUM FIRM,OR CORPORATION FOR ANY USE OR PURPOSE APPROX APPROXIMATE WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT ARCH ARCH ITECTIARCHITECTURAL EXTERIOR ELEVATION ® FINISH WOOD BFF BELOW FINISHED FLOOR UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A101 TANG ARCHITECTS. BLGK BLOCKING RIGID INSULATION BO BY OTHERS/OWNER CH CEILING HEIGHT ISSUED FOR PERMIT 1 FIRE STOPPING CL CENTERLINE CLG CEILING INTERIOR ELEVATION CLO CLOSET 06/07I2024 NO. DATE SUBMISSION 1 A101 1 ® STONE COL COLUMN CONC CONCRETE 01 6/7/2024 BLDG. PERMIT SLATE CONST CONSTRUCTION 1 CONT CONTINUOUS CONTINUOUS BLOCKING CT CERAMIC TILE OR STRUCTURAL WOOD DBL DOUBLE 1 DIM DIMENSION BUILDING SECTION � NONCONTINUOUS DN DOWN A101 BLOCKING OR SHIM DR DOOR DTL DETAIL BATT INSULATION DWG DRAWING EA EACH 1 SIM WALL SECTION \\ GLASS IN ELEVATION ELEC ELECTRIC/ELECTRICAL PROJECT AND SITE INFORMATION SITE LOCATION ELEV ELEVATION A101 EMER EMERGENCY x OPENING OR VOID EQ EQUAL EQUIP EQUIPMENT - ® PLYWOOD EXG EXISTING SITE LOCATION : 1815 KING STREET, ORIENT, NY 11957 I tilurlord Point EXT EXTERIOR 1 SIM DETAIL SECTION FD FLOOR DRAIN A101 EXTERIOR GRADE SHEATING FIN FINISH ZONE: R-80 (NONCONFORMING LOT) �..a FIN FL/FF FINISH FLOOR ® CEMENT BOARD FLR FLOOR ACREAGE: 1.15 v qt FPRF FIREPROOF AREA: 49,414 SF z ' A1rCotl[Nh'M FT FOOT/FEET TITLE °o o MEDIUM DENSITY FIBERBOARD(MDF) GFI GROUND FAULT INTER. DISTRICT: 1000 ;r 1 — DRAWING TITLE ' ' 1/8" = 1'-0" GL GLASS SECTION: 26 GYPSUM WALL BOARD GIRL GRILLE BLOCK: 02 Bea.'erTreel°`p GWB GYPSUM WALLBOARD LOT: 43.6 e'j terry Point ® HDWD HARDWOOD , Q ry CONCRETE MASONRY UNIT HM HOLLOW METAL FEMA FLOOD ZONE: X Tneinnaare 9� Teny NAi Cemetery HOR HORIZONTAL CLIMATE ZONE:4A (MIXED HUMID) CnentStrvcefeme:p CONCRETE MASONRY UNIT SOLID FILL HR HANDRAIL `a`ha m .;gent rlre Department IDENTIFICATION SYMBOLS HVAC HEATING,VENT.&A/C "eC'"°y4� IN INCHES PROPOSED LOT COVERAGE: 4,867 SF (9.8%) ,onetBndsAtay® Tidal Wetlands.Area nuri,vis RCl 'unian Beach '..•+ Beach``'�� ®OnerR Cenllal Lemeten Nil Prier Marina • ay y„_,_.4, s-'""--+•,.,.,Fr„ ��M 1 INSUL INSULATION PROPOSED ACCESSORY BUILDING FLOOR AREA: 1,200 SF � - <onen,��,tn5taeq 101 ROOM NUMBER LVM LOW VOLTAGE LAMINATE ^* + r ^ ROOM NAME ROOM NAME MATL MATERIAL Orient a,M„dar _ E.'rgle P07n1 MAX MAXIMUM MECH MECHANICAL ..:� , m .- . <• ,�. Q' � e,ae.�pa .ea.. �•MIN MINIMUMy aa" 1i PARTITION TYPE MISC MISCELLANEOUS "" Sao z v •s.. `; t �k MLDG MOLDING OWNER w �L., MTD MOUNTED s.. SITE LOCATION `✓" _ ' MTL METAL Da P«dB4Oge ,Yn9G,�d Q _=.> '?saves au F n;ioc•Road Beach® '.�- •t• '" MUL MULLION Onent Beach f r'r ^ ¢' State Park NA NOT APPLICABLE WILLIAM & SUZANNE NYSTROM CIVIL ENGINEER: F1 FLOOR FINISH TYPE NIC NOT IN CONTRACT 1815 KING STREET e.,. Bons Pont NO NUMBER „4 NOM NOMINAL ORIENT, NY 11957 m'„" NeckrPoint YOUNG ASSOCIATES oC ON CENTER 400 OSTRANDER AVENUE SECURITY CAMERA OPNG OPENING w RIVERHEAD, NY 11901 ED (D OPP OPPOSITE 631 727 2303 PERF PERFORATED - - n PLAM PLASTIC LAMINATE ARCHITECT ; +.. .` .. :. .� 3 -0 PTD PAINTED a ae r 'r ;. r� ,R o *. s afar 5 a r DIMENSION LINE QTY QUANTITY ' g " _ � STRUCTURAL ENGINEER: RA RETURN AIR r'"�" ,'. nr �;� � f T �. REc RECESSED GLUCKMAN TANG ;' a EVAN AKSELRAD ARCHITECT ENGINEER READ REQUIRED 250 HUDSON STREET NEW YORK, NY 10013 ` " ` d " # > R ° A 860 UN PLAZA REV REVISE/REVISION '' ''. " g }, ',:s` � �5� r ,, k„ NEW YO 017 212 929 0100 y RK, NY 10 NEW DOOR RO ROUGH OPENING 'w • '� ' ,r -0}}✓ , • , . t 9176890301 i SC SOLID CORE SCHED SCHEDULE k �' ,,, �1�+ ' MEP ENGINEER: 101 SECT SECTION , " ° Q .. pe < { " " SF SQUARE FOOT , mot' SHT SHEET ^} ,,' . ? 4 � „y' , � � ° w . t ... # ,, p e ,,. , �; DILANDRO ANDREWS ENGINEERING DOOR NUMBER SIM SIMILAR ( ' } &° #`r y: •; _ # $q STAINLESS g � ,: gyp p '- � ' 158 COUNTY ROAD 39, SUITE 10 SST ST ESS STEEL t y • .* ry SOUTHAMPTON NY11968 STD STANDARD F � STL STEEL ai • ' a k *% G l ..` 631 259 3959 O1t WINDOW NUMBER DRAWING LIST :& ' .. x - � a, # TBD TO BE DETERMINED : e "s TEL TELEPHONE F t ', at 'a' + .- ".� . cy ffs� „ .) TYP TYPICAL .; , '- ,� : / . - ARCHITECT: NEW WINDOW LION UNLESS OTHERWISE NOTED � °` ` ' �' '° . „ GLUCKMAN TANG VIF VERIFY IN FIELD SHEET NO. SHEET NAME ' �g 4 � � 250 HUDSON STREET SUITE 306 w/ WITH A050 COVER SHEET " err . , s .� ` ; ' At, ,. e® w ;. NEW YORK, NY 10013 REVISION NUMBER W/O WITHOUT `.� n .,,j' m *�. " ' "+ '. 1 wD wooD A055 GENERAL NOTES, BUILDING NOTES & ENERGY , A . '' ` * ` " • M � t 4 212929 0100 COMPLIANCE �•� . �, � ��► �� � �.. � � r- , ,� i sat REVISION A056 ENERGY COMPLIANCEd • A070 SURVEY 0 � �'� bt. df B� R' 7y NYSTROM RESIDENCE - BARN Al50 FLOOR PLANS - LEVEL 1 & 2 � s A151 FOUNDATION AND ROOF PLANS ,rc• a k 1815 KING STREET, f. ; ' ', ORIENT,NY 11957 A260 EXTERIOR ELEVATIONS AND BUILDING SECTIONS P002 PLUMBING RISER DIAGRAM ��' `� "' .„r �" a��• � � ��•�`�k `' r.� � �` °` { 7 t " ' *� a "# ^� �' >y ' , �' J :t ' PROJECT NUMBER:23006 DRAWING SYMBOLS y � s# . : p S101 STRUCTURAL NOTES ,: ,� s, s A(( a�„ g .t q r f lam) f 4 Y Ai-6rt �, -,° 1 �` '%r i3 el � S102 GENERAL CONSTRUCTION NOTES ,r4 _ �& j' T.0 F.F. ELEVATION NUMBER ' EL.35'=4° — S103 STRUCTURAL PLANS FOUNDATION & LEVEL 1 , _ r `' r `_ w`:. =• M kR' „ COVER SHEET S104 STRUCTURAL PLANS LEVEL 2 & ROOF COLUMN LINES S105 STRUCTURAL DETAILS BREAK LINES SEAL&SI DATE:06/07/2024 $,-on \S��RED GRcy��' DRAWN AEE NOTED L L DIMENSION LINE ��C����O !GF�,� ALIGN � ALIGNMENT l >3 7 5 7'� ---------------------- HIDDEN OR 9lF of NEw r A050 OVERHEAD LINE ©Copyright Gluckman Tang Architects ENERGY CODE COMPLIANCE GENERAL NOTES BUILDING DEPARTMENT NOTES GENERAL NOTE: 1. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2020,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND ALL OTHER AGENCIES TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG AND FIELD CONDITIONS TO THE ARCHITECT. HAVING JURISDICTION. ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE Generated by REScheck-Web Software 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, Compliance Statement;The proposed building design described here is consistent with the buildingplans,spenf"tions.and other FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2. BEFORE COMMENCING WORK,THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL OBTAIN ALL DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN Compliance Certificate calculations submitted with Vie permit application,The paopmed building has been designed to meet the 201E IECC requirements In AND FIELD CONDITIONS TO THE ARCHITECT. REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE RESeheea Version:REScheek•Web and to compty with the Mandatory 1"uiremr. rsx'ed'I the RESM&ek tinApection Che2klist 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE nV Paul W.DiLandro,PE ✓ 0511OM24 MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS HAVING JURISDICTION.THE OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND FIRM,OR CORPORATION FOR ANY USE OR PURPOSE Name-I itte tgn,lure ate 4. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS OTHERWISE INDICATED, WALLS SPECIFICATIONS. WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT Project 1815 King St- Barn Pro)ect"es: SHOWN TO'ALIGN'SHALL BE FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER THE FLOOR UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN Two story,slab on grade CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT IS TO BE NOTIFIED SO THAT 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO TANG ARCHITECTS, Location: 2'U78/BCCort: S�outhafd,New York WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGNOFFS. Location: Construction Type: slingle-family WITH ADDITIONAL CONSTRUCTION. "ectType• New Construction 5. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/GENERAL CONTRACTOR UNLESS 4. ALL ELECTRICAL WORK TO CONFORM TO NYS FIRE CODE. Conditioned Floor Area, 11,190 1`1:2 OTHERWISE NOTED. ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR Climate Zone 4 (SS72$400) Permit Date; APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPENCY, OMISSIONS,AMBIGUITIES OR CONFLICTS IN 5. ALL CONSTRUCTION,INCLUDING BUT NOT LIMITED TO:DOORS,MASONRY,CONCRETE,STEEL,WOOD, NO. DATE SUBMISSION permit Plumber, ANY OF THE CONSTRUCTION DRAWINGS,OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE GLASS,HUNG CEILINGS, ETC.SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL CODE All Electric Rifle QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION. THE ARCHITECT OF NEW YORK STATE(2020 ED.),THE CODE OF THE TOWN OF SOUTHHOLD,AND ALL OTHER AGENCIES Renewa O1 6/7/2024 BLDG. PERMIT H ble true rue SHALL REVIEW THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR HAVING JURISDICTION. Has Battery:as Charger f ltsse SPECIFIED,WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. NEITHER THE OWNER NOR THE ARCHITECT Has Heat Pump: true WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS 6. SHAFTWALLS,MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE SEPARATIONS ARE TO BE FIRE 6. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY RATED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.) THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY Cgnstru,ctlon Site; CtwnerlAgent: Designer/Contractor; WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK,COST,AND POSSIBLE IMPACT TO 7. GLAZING WILL CONFORM TO NEW YORK STATE BUILDING CODE AND OTHER APPLICABLE REQUIREMENTS 1819 King Street NYSraarl REstorNt THE PROJECT, INCLUDING BUDGET OR SCHEDULE. FOR HURRICANE IMPACT TESTING. Orient,NY 11957 7. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA, THE CONSTRUCTION 8. USE AND OCCUPANCY CLASSIFICATION:R-3 ACCESSORY BUILDING ,.-w,..'.: •': - .. MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES Conmitence:s.6Y%Retter Than�Cade varimamUA: lit Yot.rlA4 134 YaromumSHGC_ 0.40 VuurSHGC: 0.00 CAUSED BY OR DURING THE EXECUTION OF THE WORK. 9. TYPE OF CONSTRUCTION:TYPE V WOOD FRAME It 00,E Nor:or worsei esil fir to ,i A. ALL DEMOLITION OPERATIONS,REPAIR OPERATIONS AND ALTERATION OPERATIONS ARE TO BE It DDE>N07 pia"rJe an rft)mate of cwvq,um or ae°.:�:Nrur N a matmmn tare home Slob de h*deof{s are no longer considered In the Ub arPerformance compll,rtce pith in 9E5check•Each slob-on-grvide DONE IN ACCORDANCE WITH OWNER REQUIREMENTS AND ALL GOVERNING CODES. 10. DESIGN CRITERIA:DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.),THE assembiy in the specined climate zone must meet the minimum ewgy code Insulation R-value and depth requirements B. WHERE DEMOLITION IS INDICATED,REMOVE ALL OBJECTS EXCEPTTHOSE SPECIFICALLY AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE- DESIGNATED TO REMAIN. AND TWO-FAMILY DWELLING(WFCM)2018 EDITION,ASTM E1996(STANDARD SPECIFICATION FOR Envelope Assemhdies C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS EXISTING AT THE SITE. THE PERFORMANCE OF EXTERIOR WINDOWS AND DOORS),&ASTM 1886(STANDARD MISSILE TEST FOR CONSTRUCTION MANAGER/GENERAL CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO EXTERIOR WINDOWS&DOORS). -. BE PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES OR QUESTIONABLE Ceiling-Pitch 2 12:Cathedral Celting 4 ITEMS. Celbng-Pitch Srf2:Cathedral Cel"Ins 432 A9.0 0.0 0.022 0.026 10 49.0 0.o 0.022 0.02e 0 11 10 D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN,AND IN 32 Wall!wood Frame,16•o.c. 2,020 21.0 010 0.057 0.060 115 121 THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO Floor:Slob-On-Grads(tlnhcmled) THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER. DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTES Insulaton posit;4,0' 116 10.0 0.3h0 0,3�0 0 0 E. PRIOR TO COMMENCMENT,CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS I rots rri position:Fully rs�lated(unI orm R•value DESIGNATED TO BE REMOVED AND TO BE PRESERVED,AS WELL AS ALL EXISTING UTILITIES AND across prrimntcr and under siah? 1. PROPERTY IS MORE THAN 1 00'FROM FRESH WATER WETLANDS DETERMINE ALL REQUIREMENTS FOR DISCONNECTING,CAPPING OR PROTECTING ALL SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY,BUILDING 2. PROPERTY IS MORE THAN 300'FROM TIDAL WETLANDS MANAGEMENT OR AGENCY INVOLVED. F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVE,REROUTE AND/OR CAP 3. PROPERTY IS LOCATED WITHIN RARE PLANTS AND ANIMAL DATA LAYER OFF ALL UNUSED UTILITIES AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED OFF WITHIN EXISTING WALLS OR SLABS. 4. SCOPE OF WORK IS A TYPE II ACTION PER SECTION 617.5(c)(12)OF THE NEW YORK CODES,RULES AND Project Title:1815 King St,.Barn Report date: 051M24 Prolect Title.1815 King St-Barn Report date; 05110174 G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE PERFORMANCE OF THIS WORK Data filename: page 1 of 10 Data filename- Page 2 oflo AND PREVENT DUST FROM BEING A NUISANCE TO THE TENANTS,NEIGHBORS,WORKMEN AND REGULATIONS ADOPTED BY THE COMMISSIONER OF ENVIRONMENTAL CONSERVATION AND IS NOT CONCURRENT PERFORMANCE OF THE WORK. SUBJECT TO SEQR REVIEW. H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. 8. PARTITIONS: A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN B. ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARITIES AND SHALL MATCH ADJACENT WALLS IN. FINISH AND THICKNESS. C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE DONE REScheck Software Version : RESlcheck-Web se#°" Foundation lk"Peetlon Plans a uefled ElelValuefiad templfesT Comments!A%sumptiong IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND Inspection Checklist 402.12tp;Slab edge insulatinnR-value, R R- omplfes see theE,*rekope"ei,]We€ EXISTING MATERIALS. IF011' ;❑unheated ;puntcated °l?rnSNnt :ra6tetorvnt,ce D. WHERE DEMOLITION HAS OCCURED,CONTRACTOR SHALL FILL ALL HOLES,PATCH SMOOTH AND Energy Code:2018 CECC 0 i❑Heated 13 Heated bNot ob."Wabfe LEVEL ALL REMAINING SURFACES,INCLUDING WALLS,FLOORS AND CEILINGS. SQUARE ALL Requirements:97.0% were addressed directly Inthe REScheck software :°""t Applicable ` CORNERS,AND PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISHES. CIVIL ENGINEER: Text in the"Commentsllissurnptions'Column is provided by the user In the REScheck Requirements screen.For each 402.1.2 :Sl,b edge Insulation ft ft cimplics m sre thrE reLp�N€sernxGes 9. FLOORING:WHERE EXISTING FLOORS ARE TO REMAIN, CONSTRUCTION MANAGER/GENERAL requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception IFo31` �dcp mength. '°Poe•s Not rmLkrorvelun• CONTRACTOR TO PROVIDE PROPER PROTECTION. Is being claimed.Where compliance rs itemized In a separate table,a reference to that table is pmvided. °NotClbsa`tvatalr ; 10. CLEAN UP:THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL KEEP THE SITE FREE FROM YOUNG ASSOCIATES section °N°`A'p'i`a 400 OSTRANDER AVENUE Ptmns Verlfted Field Verified PrsdncpKectianlPtan Revlaa value value Complies? CommentslAssumptlons 303.21 A protectrvecovering Is Installed ompli4a E:rwptlon:Requirement Is ACCUMULATION OF MATERIAL AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF &A_ .►t} I IF01111 to protect exposed exterior €� :°boss Not ;rot applicable. EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNWANTED RIVERHEAD, NY 11901 103.1. :Construction drawings and omput? Requirement will be met ;insulation and extends a ;°Not lair: vabtr 103,2 �do cumentation demonstrate i L Not ;min;tnum of 6 i"'below grade. °"ot Applicable EQUIPMENT AND DEBRIS AT THE COMPLETION OF CONSTRUCTION, AT THE COMPLETION OF THE WORK, 631 727 2303 ]11 ;energy ding odeenv lope.ThermalCe the 310t 0taurvabItttt 403,4 Snow.and Ice-melting system ampli(m Exception:Requirement 15 THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING CLEANING `building envelope.Thrrmal °r °kor Apyiratlo ; envelope represented on (FD12)' contralsinsatled. po,,, Not ncss apml abie. A. CLEAN FIXTURES,EQUIPMENT,FINISH HARDWARE,PAINTED AND DECORATED SURFACES,AND construetlondi:uments. '°"otob-i-vablr ; STRUCTURAL ENGINEER: 103.1. Construction drawings and 4ompiiCs Requirement will be met ONor Applicant, REMOVE MARKS,STAINS, PAINT, DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS 103.2. :documentation demonstrate ODo,%Not CONTRACT 403.7 'egos"t and me,npiianof rofsystems, - Additional CammentslAssumptlons: 11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY EVAN AKSELRAD ARCHITECT ENGINEER ]PR3P .tightir.y and men:hanic4t systems,4 - •°Not Otscr*vnf�r ;Systems serving multiple $ °Nap AppiiraW :dwelling unfits must demonstrate ; STRUCTURAL WORK IS INVOLVED. 860 UN PLAZA tompli,ncc w th the IISCC 1112. FIRE SAFETY: .Commwclal Pro+lslans i - 302,1, Heating and cocdFng equipment Is: Heating; t Heating; ompncg Requirement will be met. A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA ARE TO BE SECURED IN A LOCKED NEW YORK, NY 10017 403.7 sized per ACCA Manual 5 based : Btulhr_ i 8tulhr_ pi><,r Not AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OR CONSTRUCTION MANAGER/GENERAL 917 689 0301 IPR217 ort loads calculated per ACCAManuat ; Cooling: Cooling: �°,yam GFisrrvat�k ; 11 atslxove]db or�ttmt cadeofftcslal, t Btulhr_ : Stulhr tlolAPp;;rat t CONTRACTOR. B. ALL MATERIAL TO BE STORED IN AN ORDERLY FASHION MEP ENGINEER: C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR ORIGINAL CONTAINERS. Additional CornmentslAssumptions: SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES. D, ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE DILANDRO ANDREWS ENGINEERING E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CONDUIT. 158 COUNTY ROAD 39, SUITE 10 F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO BE SHUTOFF AFTER WORKING SOUTHAMPTON, NY 11968 HOURS. 631 259 3959 G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN BUILDING,OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION ARCHITECT: H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN ANY OPEN FLAMES ON THE SITE. GLUCKMAN TANG 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 NYSTROM RESIDENCE - BARN E1 Hl h impact filer 11 12 IMediurrt Impact(Tier 21 3 Low Impact(Tier 31 ESP- Impact(Tier 1! 2 Med um Impact(Tier 21 13 Lon Impact(Tier 3) 1815 KING STREET, Prolect Title:1B15 King St-Barn Report date: 05110/24 Project Title.,1815 King St-Sam Report date: 05/10/24 ORIENT,NY 11957 Data fllename. Page 3 of10 Bata tiiename. Page 4 of10 PROJECT NUMBER:23006 GENERAL NOTES, BUILDING NOTES RES CHECK COMPLIANCE CERTIFICATE CONTINUES ON A.056 & ENERGY COMPLIANCE SEAL&SI DATE:06107/2024 D AR�,y SCALE:AS NOTED DRAWN:EE C ,G OF � An55 ©Copyright Gluckman Tang Architects ENERGY CODE COMPLIANCE CONTINUED GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE Section section Plans VerMled Field VerHied Sectio" Plans Verified Field Verified section MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, Plans Verified Fkid Verified r # Framfn CnmpfiasT Comments, Pt p p Plans Verified Fleki Verified + # !°Arming 1 Rougli•in Inspection Value Value CompfiasT Commants,Assumptionx g 1 Rough•in lnspaction Value Value +Assum ions # insulation Inir ection Value Value Com t1asT CommerrtslAsxur+ ions # Tfriei InsPactlan Pmvlsions .Value Value ComptlosP Commperrts,Asxuntptions sr Re ,Ili ti Re .rb "tie ,tb t�Re JD - DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 402.4 1,1 Air ban-mr andthermal barrier t 'omplics -Requirement will be met, 403.5.3 ;Not water pipes are insulated to , R-_ R- Complies ;Requirement will be met 303.1,. All installed rsulation Is lateled 'omplics Requirement will be met 402,14, .Ceiling insulation R-value : R-_ R-_ ::omplies ;See the E,tvewyeAssrr+rG4ea CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE }FR23]' 'Installed per manirtadurers - ,Di)aes Mat IF91817 2!R-3. Drwex Not I1N131x 'or the Insraned R•va'iees a E3DD s Not 402.2.1, i 1Q lvoud ;Q wood nr, Not :iabie fur values. instructions rk °Nat ObS,nrabtr; EA pr0nf7detl 9' D+lot 0lytr,vattic i 442.2.2, ;p Steel ;❑steel MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, Mot Otrti ruahlc ' 1°Not obsr"aw ❑Nett Applicable - �DNi*Applicable Mot Applicable ,111- DNat Applicable c FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 402.4.3 _Fenestration that is not site built omplles Requirement will be met 403,E Automatir-or gravity dampers are, DCamplies :Requirement will be met 4023 A, :Watt insulation R-yalue.If thi,is a: R- R- Complies ;See the Em,rkr*Msem tit 15 WHATSOEVER INCLUDING ANY OTHER PROJECT EXCEPT }FRZO]' rs listed and labelled as meeting n Dtincs Nak IFRi4]r 'installed on arl outdoor air DI�s Not 402.2.5, mass wall with at least lei o`the :[3 Wood ;❑Wood Ql)rw s Nat :+able AprvaWr.. q ,AAMA 1WDMA+CSA 101R S.2,rA440 t DNot Obi+-rval�C intakes and exhausts. .°Nat[ W NabM 402.2.6 'wall Insulation on the wall Mass mass 303,1.1.1..Ceilinq insulation Instaisp[l per t, :omplics ;Requirement will be met UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN :or has infiltration rates t>r•"r NFRC - iIN31r :exterior,the exterior insula"ion D 'Dltat Oltse,vabk 303.2 manufacturers instructions- 13D."Not :A00 t9+.at do not exceed code DWA Applicable •DNat Applicable fJ requirement applies(FR101 ;❑steel :D steel 'DNot Applicable IFr2p 4owniinAulation marked every itat Otrzc,vatrle ; TANG ARCHITECTS. 'limits- Additional tommentsJAssumptlons: ° i D ONO Applicable 402,4,5 :IC-rated recessed lighting fixtures: omplics Requirement will be met. IFRl612 seated at housinonterior trnlsh DDrMs Not 303,2 Wall insulation Is installed per z ,omplies :Requirement will be met, 402,2�3 ;Vented antics with air pemwatrk ; omegas Exception:Requirement Is ;and labeled[o Indicate 92.0 tfm °N Obuwaritr, ; !IN4]r manutartvrers instructions IFf22] `irt5ula[rort Include baffle adjacent t . ;feat age le 75 Pa. Dnres Nat i 1 Dunes Not :t+ot applicable. F, .to soffit and eave vents that DN0t Ob"ft tt� ; :extends over irsul.1tion Mot Obwvabte; i Mow Apryl+cabk DNot Applicable t Mot Applicable ; 403.3.1 ;Svpply and return ducts in altos ',' 0-omplics Exception:Ducts located 402.2.4 Attic access hatch and OW R- : It- mom plies .Requirement will be met 1FR121i 'insulated a.R-8vrhere duct is 13 Not :completelyinsidethe P NO. DATE SUBMISSION >=3 Inches in diameter and a= twlldi g envelope. Additional CommerttslAswmptlan9: i ; ;R.6 where{3 in(ties.Si:pply and;' Mow Observable; }Fl31 insulation s Revalue of the Di?res Nnt return ducts In o(tie portions of s DNa Applicable ;a scent assembly. °"`""�"7 a'' 01 6/7/2024 BLDG. PERMIT DNaf Applicable 'the building insulated an R-6 Por 402,4,1.I :Blower dour test @ 50 Pa.is-5 ; ACH 50�_ :ACH 50+ DCom lies :Requirement will be met, :diarnCte,}�3 in:ttc•S and R.4.2 i .�.. P far-c 3 Inct es to diameter < }FE171' lath in Climate Zones i-2,and Dines Not ;v=3 ach in Climate Zones 3.8. 403.3 2 ;Ducts,air handlers and filter : omplics :Requirement will be met. [3Ncit Obse,vaW, }FR13]1 'boxes are seated with It DD."Not E31,tot Applieablr- 'Jaintsisearm comWlant with ; DNot ObstMvahOe; 403.3.3 .Ducts are pressure tested to cfm1100 &W100 113complies :Excep!tlon:Requirement is ;Intematicaanal Mechanical Code qr t - DNot A ticable IFl2711 :detefmine air leakage with : t •D tntemational Residential Code,as pp ® ikaes Not :Iat applicable. 'a ticabtt. r •tither Rough-in test:Total I : leakaga measured with a j3Not Obsccal-Ae- 403,3,5 ;8uitding cavities are not used as omplles :Requirement will be met :pressure dlfferentlat of 0.1 Inch DNat Applicable ; ifRisii 'ducts or plenums, Dpprs Not wig.across the system including JJ ' DNcf f)bstrvat:6a; :the manufacturer's air handier DHot Appliraitle enclosure if Installed at time of test.Post[onsiru[tion test:Total 403,3.7 •Ducts declared to be within the ampNrs :Exception:Requirement is leakage measurM with a IFR261' `Conditioned space are either 1) _ DDers Nnt :not applicable- pressure differential of 01 inch completely Within the continuous ;w.g.across the entire system li air tm,tinr and within the building y DNat Obs4 rvabie including the manufacturer's air thermal envelope,21 buried s, DNnc Applicable hi oiler enclosure. ;within ceiling Insulation in 403,3 4 'Duct tightness test result of K-4 ; cfrrvl00 cfmiloo ;'omplics :Exception:Requirement Is accorclanct+with Section ° 1 ;Moss Not mac ape -R403.3,6 and the ail handler is ]Fwi Cfre1104 ft2 across s am or: applicable. <<=3[rrrgr100 h2 wlNeaut air looted Completely within the °lint CJhsrrvable ,continuous air barrier and within ,' .fW*Wlera 25 Pa,for rough-in �hlof Applicaf re =the building thermal envelope 'tests. vedficatlon may need to =occur dur3 Framin Inspection. ;and the duct leakage Is«1.5 403,3.2,1 'Air handier leakage designated 6 omplics .Exwptian:Requirement Is :elm 1 100 sguart tent of x ,conditioned floor area seared by 5 Doaas Not ;not applicable. tthe dud system,or 31 the Ceiling design air Row. « °Not Ob•s--able fnsulaGcwt R oaluer instailetf ! IFE241 de manufacturer at«29G of tagairmt and above the insulated ONO Applit`ahfe ;duct;• to the proposed cellinq #' 403.�.1 Programmable thermostats ;omplies Requirement will be met, Fsulaton R-value,less the R- - 1"91 'installed for control of primary ( Dr�oes Not l value of the+nsut3t5nn on the 'heating and cooling systems and initially set by manufacturer to �Dtlot Ob'ar+vablc; 403A :"AC piping conveying"s R- R• amplins :Exception:Requirement is 'code specifications, r Eliot Applicable ; IFR1712 tabove 105 OF or chilled fluids Mors Not not applicable. r ibelow 55 pF are losulated to xR• °Nat Observable: 403,1�2 Heat pump thermostat installed omplics .Requirement will be met. 41 "3. : IFr10] ?o*t heat punwps, D[saaes Not Eliot Appliral+le °Nat obs"VAble; 403,4.1 Protection of Insulation on HVAC D":omplics Exception:Requirement is + D'Jof Applirat ie IFR2411 :piping tr Ofroes Not :rrstt applicable. 403.5.1 {Circulanrvp service hot water i .omplics ;Exception:Requirement is t1 '- Eliot pb%enrabk IFIII]' systems have automatic or D DNot Appliraltle accessible manual controls. f]xs Nnt 'not applicable. F Mot Ot:seNable Mot Applicat:te 1 tH h Impact(Tier 11 12 IMed,um Impart(Tier 21 13 ILDw impact(Tier 3) 1 HI h t ,,nrpaCt(Tier Ll 2 Medium Impact{Tier 21 3 Low Impact(Tier 31 1 H10h impact!Tier 1 i 2 Med unt Impact liter 21 3 Low_Impact(7ter 31 1 M.tph Impact iTler li 2 Medium Impact(Tier 21 3 Low Impact(•nee 3) Protect Title:1815 King St-P am Report date: 05/10124 Project Title:1815 King St-Sarn Report date; 05110,i24 Project Title,1815 King St-Sarn Report date; 05110124 Project Title:1815 King St.Sarn Report date; 05/10124 Data filename: Pages of 10 Data filename: Page 6 010 Data Filename: Page 7 of 10 Data fllename: Page a of 10 CIVIL ENGINEER: Section section Piansverffled Field verified PransVerRled Field Verified Energy YOUNG ASSOCIATES # Final Inspection ProvEsions i;ompliesT CammemtilAsxumptioris # Final Inspection Provision Value Complies? ComnientaJAsturnptions iier�![] Value Value t4 Re ttl Value Value 403,5.1 All mechanical ventilation system; omplies CRequirement will be met 303,3 ;Manufacturer rna uals for } .omplies :Requirement will be met. 4OO OSTRANDER AVENUE IFr251' j fans not part of tasked dritl listed t' DRtxg Not IFt16}} 'mechanical and water heating Dix rs Not 1 HVAC eouipment meet etflr Uy ;systems have been provided. ,, Efficiency Certificate ,and airflow limits per Table I D++otOlrrtxratlrt; DNotObservatile R403.6.1. & ON&Applicable , Mot Appl+cabtr, RIVERH EAD, NY 11901 403.2 Hoc water bolters supplying heat Dbrnpijiwls .Exception:Requirement Is Additional CommentslAssumptlons: 631 727 2303 IfF261' 'through cme-ortivo•ploe heating'G DDpm Not :M applicable- ;systems have outdoor setback - a ONot Observable control to lower boiler water ' itemperature based on outdtxx t Mgit Applicable ; Above-Grade wall MOO STRUCTURAL ENGINEER: temperature. Eeiaw-Grade wail 0.00 403.5,1.1 ,Heated wale,circulation systems, omplies .Exception:Requirement Is IF12B1' ;have a circulation pump.'Me DDorsNnt notapp6cable. Floor 10.00 EVAN AKSELRAD ARCHITECT ENGINEER :system return pipe is a dedicated i return plpe or a cold water supply DNot r?t+5a"abli,' : Calling 1 Roof 49.00 860 UN PLAZA i pipe.Oraylty and thermos- DNrrt Applicable ; syphon circulation systems are t Duetwark(unconditioned spaces}; i not pre vmA Cantrols fir -I". 3 ,r • ..°'."y U,-.�,i.- s� circulating hot water system 4. Ea . ._.�H�.w.,,,�...,.a..,..,_.s,._. �� RK, NY 10017 ;pumps start lice pump r,Itfi signal, for hot water demand within the Window 917 689 0301 occupancy.Controts Door automatically turn off the pump } MEP ENGINEER; when water is in c;ir(ulatian loop is at set-point temperature and t too demand for hod water exists I Heating System: .'. A03,5,1,I,i:lectncheattracirsystems 1, omplies ;fXCw1ption:IxegUlrementis DILANDRO ANDREWS ENGINEERING IFF29p i Corttply with IEEE 515.1 or LIL Dines Nnt :net applicable- Cooling System; 1515.controls automatically - '°NofObiofteble i Water Heater: 158 COUNTY ROAD 39, SUITE 10 'adlust the energy Input to the heat tracing to maintain the ,. DNnt ApPlicaMr _. h. SOUTHAMPTON NY 11968 desired water temperature in the a " f !piping : ,Jame: Date- 403,5.2 :Demand recirculation water "ompliec 4Excaptlon:Requirement Is Comments 631 259 3959 IM4F systems have controls that DDr,-1 Not spat applicable manageopefation of the pump ` and limit the tomljeratum of the 'Dllnt'Obvrrvable ;water entering th a cold water , DNot Applira! ARCHITECT: 1 inq to<=1040F. 4035,4 ;Drain water heat recovery units omplies :Exception:Requirement is GLUCKMAN TANG I1`1`31)' tested tn B i.suitableda ice lea-witch CSA 1D Otioes Not ;not applicable- lpms.ure loos of drsn water heat r Dtiol xrrvabk 250 HUDSON STREET, SUITE 306 : recovery to is K 3 pea for Dticnt App ica4lrs : individual units crmnected to one; _ NEWYORK, NY 10013 .i or two vtonvem Potable wat+Cr- ,'side pressure loss of drain water 212 929 0100 i beat recovery units a 2 psi rot i irxflvidual units cnnnKtrd to ; ,three or more shr ratrs, f I 404.1 ii 0o%ormore of permanent I omplics ,Fill° fixtures have high efPicacylamps.h DID-`tint NYSTROM RESIDENCE - BARN } °Not Orr-t+rvabir Dtlot A.pplicabhr 404,1.1 ,fuel gas fighting systems have omplics Exception:Requirement is IF12311 riri contnuous pilot tlght. 13Do"Not not applicable fJ 8 1DNot Wwwwablr 1815 KING STREET, Dtiot ApplicaE�Ie ORIENT,NY 11957 401..3 ;Comprlance certificate posted. tkomplies ;Requirement will be met. IFF7]i - 'Mors Nnt t - l°Not Ofisr,vablr PROJECT NUMBER:23006 Eliot Applicalbr 1�tUgh Impact ITier 11 2 Medium Impact(Tier 2I 3 Low Impac4(Tier 31 1 ti h Impact ITier LI 2 Medium Impact(Tier 21 3 Low Impact(Tier 31 Pralect Title:1815 King St-Sarn Report date; 05110124 Project Title,1815 King St-Barn Report date; 05110124 ENERGY Data filename, Page 9 of 10 Data filename: Page 10 of 10 COMPLIANCE SEAL&SI' DATE:06/07/2024 c��RED ARC SCALE:AS NOTED O DRAWN:EE oF NEw A056 ©Copyright Gluckman Tang Architects GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, \ \ \ \ ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED \ \ TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG \ \ I \ \ 60'SETBACK ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE �\ MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \ \ 60'SETBACK DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN \ \ \ CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE \ I \ MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE \ \ WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 4 \ \ I 4 \ \ UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 I A260 TANG ARCHITECTS. I I \ t� - (BY \ \ 6 I \ NO. DATE SUBMISSION I 20'-0" A260 \ I HOSE BIB \ 1'-10" 20'-0" CONCRETE PAD \12'-0 01 6/7/2024 BLDG. PERMIT _ 10'-5" POOL VENDO � — - - - - - - - - - - - - - - - - - — - - - - - — — — — — — — — — — — — — - \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q—�— - - - - � \ I \ \ I I Il GFI I \ --- ------------ , I I I \ I I I \ I GFI o \ I i I I I I \ I I ( I I I \ I I I I I \ SCREEN I I I I I I I I I I I I OVERHEAD DOOR —► I c� I I o CONCRETE PAD I I , 150 I I o 1 I I STORAGE 19'-10"x 18'-4" i I l i OPEN TO 251 i l i I BELOW STORAGE 19'-9"x 8'-9" I I I I I I I I I I I I I NON-CLIMATIZED 1 SPACE I I I ram— EDGE OF I I i CLG ABOVE ' II i I II I I I i I I I I N I I I GFI o I I o I I I I - - - - _ - I v I I I o ALIGN j o I co Vill ALIGN I I I L I c� I I i i A I 2 2 A260 I ; I A260 A260 I ; ° A260 I I I GFI I CIVIL ENGINEER: I o 0 I I I I N ih i i EDGE OF CLG ABOVE - -� - - - - - - - - - i YOUNG ASSOCIATES I , 400 OSTRANDER AVENUE RIVERH EAD, NY 11901 ' I 631 727 2303 151 I ( I STORAGE 1 I I STRUCTURAL ENGINEER: I 14-7 x 18-4 I 1 EVAN AKSELRAD ARCHITECT ENGINEER 250 I I I ' I 860 UN PLAZA I STORAGE M I I I I 14'-7"x 8'-11" ' ' NEW YORK, NY 10017 OPEN TO ROOF ABOVE , 917 689 0301 20'SETBACK BELOW I - - - -- - - - - - - - - - - - NI MEP ENGINEER: i I I I I I 152 I 20'SETBACK EQ( 2'8'W 7'7" b DILANDRO ANDREWS ENGINEERING; 158 COUNTY ROAD 39, SUITE 10 I I I SOUTHAMPTON, NY 11968 GFI GFI 1 631 259 3959 I I I I I I I I ARCHITECT: ROOF ABOVE I I OVERHEAD DOOR 1 6'-10" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � GLUCKMAN TANG UTILITY SINK,DRAIN TO DRYWELL (DOOR OPENING) 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 I OUTDOOR SHOWER,DRAIN TO DRYWELL I 212 929 0100 STONE PAVERS NYSTROM RESIDENCE - BARN I 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 I 20'-0" FLOOR PLANS - I LEVEL 1 & 2 I SEAL&SR DATE:06107/2024 1 I 1 A260 I A260 \�.��RED GR/�y�� DRAWN:AuthorJ. SCALE:AS NOTED PROJECT N ``/� % I TRUE N FLOOR PLAN - LEVEL 2 FLOOR PLAN - LEVEL 1 1/4" = 1' 0" l 1/4 = 1 -0 l 315 7 �1 '1 yOQ� a 4' _ a„ 8� _ 0„ ,6' _ 0>> q� of NEB Al 50 ©Copyright Gluckman Tang Architects GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG \ I ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \\ ` DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 60'SETBACK 60'SETBACK CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE \ \ MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 4 UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 \ I TANG ARCHITECTS. 6 A260 \ I A260 \ NO. DATE SUBMISSION 0'-6" 22'-8" \ I \ 01 6/7/2024 BLDG. PERMIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 1 I I CONCRETE PAD 12'-0"x 12'-0" 1 I I I I I I I I I I I I I I I I 1 I I 1 I ' I I SLOPE2: 12 I 1 I 1 I I I I I 1 I 1 I I I I 6"SLAB ON GRADE I I I I I I I I I I o v I I I I I I v I I I I I I I i I I I I i I I I I I I I I I 2 I 5 A260 I A260 II I I I I I I 2'x6'FOOTING CIVIL ENGINEER:1 I I I I I YOUNG ASSOCIATES 1 400 OSTRANDER AVENUE I i i i i RIVERHE'AD, NY 11901 I 631 727 2303 i I I i I I I STRUCTURAL ENGINEER: EVAN AKSELRAD ARCHITECT ENGINEER I 860 UN PLAZA NEW YORK, NY 10017 I 1 1 SLOPE 5112: 12 I 1 1 1 917 689 03.01 I I MEP ENGINEER: 20'SETEACK 20'SETBACK DILANDRO ANDREWS ENGINEERING r ---------------------------------, I 158 COUNTY ROAD 39, SUITE 10 SOUTHAMPTON, NY 11968 - - - - - - - - - - - - - - - � - - J 6312593959 ARCHITECT: 20'-0" GLUCKMAN TANG i ( 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 i I NYSTROM RESIDENCE - BARN I 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 I I FOUNDATION AND ROOF PLANS I 1 SEAL&Si DATE:0610712024 I A260 A250 �5 -RE� �R�h'i�. DRAWN SCALE:AAu horTED PROJECT N �`�/ ��0 � �� ` TRUE N V 2 ROOF PLAN 1 FOUNDATION PLAN 1/4" = 1'-()" 1/4" = 1'-0" 0 4' _ 0" 8' - 0" 16' - 0" FOF NEB Al 51 © Copyright Gluckman Tang Architects GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE -BARN ROOF PEAK MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, OUTSIDE TO INSIDE: ®J 22 _ 0" DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN TOTAL ROOF R VALUE=50 CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, EPDM ROOFING MEMBRANE FIRM,OR CORPORATION FOR ANY USE OR PURPOSE ADHESIVE WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 5/8"OSB SHEATHING(R 0.8) 2 RISERS @ 7.75"=V-31/2" i UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN 6"RIGID INSULATION(R 26) 1 TREAD @ 10"=10" ` TANG ARCHITECTS. ICE AND WATER SHIELD T.O.ROOf= 5/8"OSB SHEATHING(R 0.9) rh BARN UPPER FLR +22'-0" 2X12 DIMENSIONAL LUMBER JOISTS VV7J 10' - 3 1/2" 51/2"MINERAL WOOL BATT INSULATION(R 23) 1/2"PLYWOOD rh BARN LOWER FLR NO. DATE SUBMISSION 9' _ 0ff co01 6/7/2024 BLDG. PERMIT METAL DRIP EDGE CONTINUOUS SUBSURFACE BLOCKING rh of MAIN FLOOR 11;v - offwM - - — - — — — —_ 1'-4" _ SOFFIT(MATERIAL TBD) I M- - -I I I III—III III III—III—III III III—III III III—III III III I OUTSIDE TO INSIDE: 6 NORTH SOUTH SECTION TOTAL WALL R VALUE=R23+8 EXTERIOR VERTICAL TONGUE&GROOVE WOOD SIDING,TBD(R 0.8) 1X3 BATTENS 2"RIGID MINERAL WOOL INSULATION(R 8) SELF-ADHERED VAPOR PERMEABLE AIR BARRIER 5/8"OSB SHEATHING(R 0.8) 2X6 WOOD STUDS WITH 51/2"MINERAL WOOL BATT INSULATION(R 23) 1/2"PLYWOOD SHEATHING(R 0.6) 2X12 DIMENSIONAL LUMBER WITH 3/4"PLYWOOD SHEATHING 6 A260 � BARN ROOF PEAK �J _22 - 0" T.O.LOWER LE L WOOD SCREEN FOR VENTILATION BARN UPPER F_LR CIVIL ENGINEER: -_3 1/2" BARN LOWER FL YOUNG,ASSOCIATES 9' - 0" i r� FLIP UP SINGLE 400 OST•RANDER AVENUE jr r r� rx PANEL GARAGE DOOR RIVERHEAD, NY 11901 OUTDOOR SHOWER 631 727 2303 � ENCLOSUREIBMBSTRUCTURAL RN MAIN FLOOR ENGINEER: - 0" EVAN AKSELRAD ARCHITECT ENGINEER 860 UN PLAZA NEW YORK, NY 10017 917 689 0301 MEP ENGINEER: VIL/8 EVATION - EAST ELEVATION - NORTH — 1 0 4 1/8" = 1'-0" DILANDRO ANDREWS ENGINEERING 6"CONCRETE SLAB 158 COUNTY ROAD 39, SUITE 10 SOUTHAMPTON, NY 11968 631 259 3959 3"RIGID INSULATION(R 12) ARCHITECT: VAPOR/MOISTURE BARRIER AN TANG 250 HUDSON STREET, SUITE 306 CRUSHED STONE BACKFILL NEW Y RK, NY 10013 COMPRESSIBLE FILLER AT SLAB EDGE,TYP. 212 929 0100 — SELF-ADHERED FLASHING EPDM ROOF 6 NYSTROM RESIDENCE - BARN METAL FLASHING A260 VERTICAL T&G BOARD SIDING BARN ROOF PEAK 181E KING STREET, — ORIENT,NIY 11957 ®/ 22' _ Oil ® GROUND FL +0,p„ :°, , ,_ • , •. • = PROJECT NUMBER:23006 CEMENT PROTECTION BOARD `°•,' i _ 3"RIGID INSULATION(R 12) r� ` EXTERIOR WATERPROOF MEMBRANE BARN UPPER FLR — I —) I- I a•' _ ;, - ELEVATIONS AND DRAINAGE BOARD , 10 3 1/2 BUILDING CONCRETE FOUNDATION WALL. BARN LOWER FLR r� i FLIP UP SINGLE PANEL REFER TO STRUCTURAL DWGS 9' - Oil GARAGE DOOR SECTIONS OUTDOOR SHOWER ENCLOSURE GRAVEL FILL SEAL&SI DATE:SCALE:ASN2024 TE •: - a' BARN MAIN FLOOR r, OUTOODR COUNTER AND SINK \. RED AR�h, DRAWN AAu horn — I— I I—I I •,,.*, ,,� = 4"PERFORATED DRAIN PIPE WI O O �� _ 4• - �— FILTER FABRIC LAYER ON TOP G ® BOTTOM OF FOOTING I =—I CONCRETE FOOTING.REFER _3.6 I I— TO STRUCTURAL DRAWINGS -III III III-III III 13751A 3 TYPICAL. WALL SECTION 2 ELEVATION - WEST 1 ELEVATION - SOUTH 4F NEW A260 3/4" = 11_0" 1/8" = 1'-0" 1/811 = 11-011 ©Copyright Gluckman Tang Architects ZED ON OR TION TO TAM SURVEY 15 A OF SECTION 72og or THE New YoRK STATE RTY ARE MOTT$BE VEY MAP NOT BEARING THE CR'S WED SEAL OR-SM WALL MOT BE A VALID TRUE COPY )CER71FICAT" (I INDICATEDOHEREON SMALLnRUN ONLY TO THE PERSON FOR"HOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE�AE EDUCATION (DOVERNNMENTAL AGENCY AND LENDING I SITTLITION LILIM HEREON,AND STRUCTURE'S TO THE ASSARE KWEE OF SPECIFIC LENDWo INSTITUTION.C£RWCAIIO USED ARE TO NOT ESTABLISH PROPERTY ADDITIONAL �N INS OR SUBSEQUENTOD�R iF(s�THE LOCATION OF WI.SEPI�ICDTANKKS�ST)d COOLS CP)SMOM HEREON ARE FROM FIELD�DSER�VATIONS AND OR DATA OSTAWEO`FIM OTHERS. NOTE: ALL CONDUITS BETWEEN PANEL AND 400 Ostrander Avenue, Riverhead, New York llaol tel. 631 TREATMENT TANK MUST BE SEAL admin®yo Pax. 631.727.0144 SEALED TO PREVENT adm1n@yourgenginearing.com LEAKAGE INTO PANEL. ungengineering.com FOR WIFI COMMUNICATION DEVICE; USE ALARM/CONTROL PANEL MDL#1045040 5WEET AIR VENT GAP MFG BY TUI=-TITE FIBERGLASS LOOKING CONTROLLER "G" MF6 BY 5JE RHOMBUS (3' MIN FROM ANY DOOR OR WINDOW) COVER 3008-RG 4 RISER BY POLYLOK Howard W. Young, Land Surveyor MFG ALARM/CONTROL MFG B.7 Thomas G. Wolpert, Professional Engineer RIMPANEL MDL#l04lgl2 Douglas E. Adams, Professional Engineer CONTROLLER "A" 14' Daniel A. Weaver, Land Surveyor MF6 BY 5JE RHOMBUS 2 STORY 4" PVC ® CONTROL PANEL MOUNTED FRAME HOUSE 2.00% MIN. O 11 R (5 BEDROOMS) 411 PVG ® 411 PVC N 4 x4 PRESSURE FFEL=19.0 RISERS 8 COVERS I.0, 5k MIN. 1.00% MIN. TREATED WOOD POSTS WITH SAFETY LIDS HEALTH DEPARTMENT USE MFG BY TUF-TITS OR - PRECAST 10" � 0-; APPROVED 3=QUAL TOP SLAB INSULATED V i RIM=17.0 FOR DOME AIR WEATHER EL=I6.7 EL=16.5 BLOWER 515TANT I GONG. COVER BLOWER I ENCLOSURE -- ----AIR LINE----+p IE=0.78 _ FIN. GRADE �311 VENT IE=13.33 HOLE IE=13 28 IE=13.18 IE=13.08 ELECTRIC SUPPLY CONNECT 3" PVC VENT LINE IE=13S0 2' DIA. POLYPROPYLENE TO BLOWER TO VENT HOLE IN OAST SEE DETAIL FOR DISTRIBUTION BOX TO FUJIGLEAN OWTS GOMPONI=NTS MiP6.BY QOLYI OK OWTS SPLICE BOX PROVIDE GLEAN OUT AT AIR LINE TO FAGS OF BUILDING MDL�3019-G24 OR AIPPRoVW EQUAL LP1 \\ELECTR(CAL SUPPLY FUJIGLEAN OWTS AIR LINE TO BLOWER PROVIDE END GAP LEVELING DEVICE MDL#SL-4 MFG BY TUF-TITS OR CONTROL PANEL t BLOWER 700 GAL. I/A owT5 APPROVED EQUAL FOR ALL ao 50ALEI NTS MDL. GEN-1 MFG. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PIPES CHAMBER Volume(gal) HYDRAULIC PROFILE B0T=5,08 (17 Sedimentation Chamber 397 Q Anaerobic Filtration Chamber 396 MAIN HOUSE I _8_ I Q Aerobic Contact Filtration Chamber 191 Storage Chamber 90 SANITARY LEACHING POOL in 9 QS Disinfection Chamber 6 TOT 4 0O0 5 5WA POOLS, Total Volume 1069 HIGHEST EXPECTED 6W EL=2.3 SPECIFICATIONS Anaerobic Media PP/PE Filling Rate 32% Board Type Aerobic Media PVC/PP/PE Filling Rate 17% Aerobic Media PP/PE Filling Rate 55% Blower 2.8 cfm Tank FRP Piping PVC/PP/PE Access Covers Plastic/Cast Iran Disinfectant(Op tional) Chlorine Tablets 2 STORY 5' 37' BARN ENGINEER'S CERTIFICATION -1/2' VENTILATION PIPE FFEL=16.0 '4 PVC @ LOOKING 4" PVC, a SCUM BAFFLE B 2.00% MIN. CASTING TO 1.00% MIN. -2 -71 GRADE • I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY o '-11 -8 -1 EL=15.0 ELz14.5 EL=14.5 DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY SOIL, ONG. COVER PRECAST SITE AND GROUNDWATER CONDITIONS,ALL FACILITI Ff§�PCA$ED G ,�..� ECIRCULATION G� TOP SLAB r AIR LIFT PUMP GONG. COV CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF RRLg �� ER L;. ® ISINFECTION �� CONSTRUCTION STANDARDS IN EFFECT AS OF THI J �P DLO O �., r � 4 * Q o CYLINDER (OPTIONAL) IE=12.00 ` IE=11.80 ;,fir{yr ' OUTLET PIPE n `"' "` 0 4' INLET PIP Ibl' �+� Ill ' �" IE=11.80 IE=10.g3 rn > � -� M 4 A IT0.50' + j I.00 PROVIDE GLEANO -s— L ©a FACE OF BUILDING o.ss' oh-t1 �, � HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n A 6 r4 8,3 tj•> � s BAFFLE FFLUENT THOMA5 C.WOLPERT,N.Y.S.P.E.NO.61483 c INLET BAFFL AIR LIFT PUMP© 50T=6.a3 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 --- © HYDRAULIC PROFILE owl �-- a' --, IR INTAKE BARN �--'-- 8�' —"'-� SANITARY LEACHING POOL 2 SURVEY FOR RECIRCULATION PIPE LOW BAFFLE 1000 GAL. SEPTIC TANK FLOW OPENING (TYP. (CLEANING OPENING) 13 PLAN VIEW HIGHEST EXPECTED 61o"i EL=2.3 SUZANNE NYSTROM ISINFECTION 4' MANHOLE at Orient, Town of Southold 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) LOW OPENING Suffolk County, New York � BUILDING PERMIT SURVEY N 11 METER DARD TYPE INCOMING SERVICE CONTACT MEDIA DEDICATED County Tax Map District, 1000 Section 26 Block 02 Lot 43.6 0 15 AMP BREAKER FIELD SURVEY COMPLETED DEC.08,2023 � MAP PREPARED DEC.il,2023 ® 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY ECIRCULATION ® ASSEMBLY #12-2 AWG WITH &ND IN P PVC CONDUIT MAIN Record of Revisions © ® s"-o SERVICE REVISION DATE PANEL ELEG. CONDUIT BP DATA APR.23 2024 OWTS WIRIN6 PER MFG. SCDHS NOIA#1 MAY 29 2024 O O P DATA JUN.07 2024 EROBIC MEDIA HARDWIRE ERATIDN ASSEMBLY DD� (-1 GROUND 5JE RHOMBUS MAGIOOR Ft TAN SECTION A-A VIEW SECTION B-B VIEW CONTROL AIR BLOWER AERATOR - JUN 2 20PANEL24 Scale: NTS NO I/A OWTS MDL. GEN-'7 MFG. $Y FUJIGLEAN USA ELECTRICAL ONE-LINE DIAGRAM BUMD ,DMIC 202 272 b DWG•2023_0227 by 2 OF 2 PLUMBING NOTES 1. ALL MATERIAL SHALL BE NEW UNLESS NOTED OTHERWISE. FAMILIAR WITH THE EXISTING CONDITIONS, INCLUDING THE SIZE OF 15.WATER HAMMER ELIMINATORS(APPROVED-FIELD FABRICATED OR HOT WATER HEATER/STORAGE SCHEDULE - BARN DiLandro 2. THE PLUMBING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONNECTIONS, ROUGHING DIMENSIONS, ETC. BEFORE SUBMITTING A MANUFACTURED)SHALL BE INSTALLED AT ALL RUN OUTS IN HOTAndrews : . f. LABOR AND MATERIALS SUPPLIED AND INSTALLED UNDER THIS QUOTATION FOR WORK. AND/OR COLD WATER LINES SERVING TOILET ROOMS AND OTHER ENERGY FLOW c n cu I n e e r i n g CONTRACT AND SHALL GUARANTEE THE WORK PERFORMANCE UNDER 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL CUTTING, AREAS WHICH INCORPORATE"RAPID-ACTION"VALVES SUCH AS MODEL MANUF. QTY. TYPE FACTOR FUEL RATE ID DIMENSION NOTES THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF EXCAVATION, BACKFILLING, ROUGH AND FINISH PATCHING AS PER FLUSHOMETERS,SOLENOID VALVES, ETC. UEF TYPE GPM 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 ACCEPTANCE OF THIS WORK. SPECIFICATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK, 16.ALL PIPES SHALL BE TESTED AT A MINIMUM PRESSURE OF 1-1/2 TIMES Office: (631)259-3959 3. THE PLUMBING CONTRACTOR SHALL CONSULT,COOPERATE AND UNLESS NOTED OTHERWISE. THE MAXIMUM OPERATING PRESSURE UNLESS OTHERWISE NOTED ON POINT-OF-USE 12-5/8"H X Info@DiLandroAndrews.com COORDINATE WITH THE GENERAL CONTRACTOR AND ALL TRADES, IN 9. ALL CONNECTIONS TO NEW AND/OR EXISTING EQUIPMENT SHALL BE RTEX-11 RHEEM 1 TANKLESS 0.98 ELECTRIC 2.68 HWH 8-1/4"W X LOCATION: CLOSET IN THE DOCUMENTS OR THE PLUMBING CODE AND IN ACCORDANCE THE STORAGE AREA ORDER TO MINIMIZE INTERFERENCES BETWEEN TRADES DURING SIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS WITH WATER HEATER 3-5/8"D Professional Seal PERFORMANCE OF THIS WORK. SPECIFICATIONS. THE UTILITY REQUIREMENTS FOR GAS PIPING SYSTEM. 4. THE PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED 10.IT IS THE INTENT OF THIS CONTRACTTHAT THE COMPLETED WORK BE 17.THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING �0� N� le- PLANS AND PERMITS WITH THE LOCAL BUILDING DEPARTMENT AND FULLY OPERATIONAL. OF ALL DEBRIS AND DISPOSAL AT AN APPROVED SITE. AUTHORITIES. HE SHALL PAY ALL WORK PERMITS,FILLING FEES, 11.ALL PIPE HANGERS AND SUPPORTS SHALL BE INSTALLED AT INTERVALS 18.REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL DIMENSIONS. � INSPECTIONS AND WRITE-OFFS AS REQUIRED TO EXECUTE THIS WORK AND SHALL BE FABRICATED OF MATERIALS PERMITTED BY CODE. 19.ALL WATER SERVING PIPING WITHIN THE BUILDING IS TO BE LEGEND w IN A MANNER IN CONFORMANCE WITH THE CODES AND AUTHORITIES 12.ALL NEW PLUMBING FIXTURES SHALL BE INSTALLED WITH ANGLE STOP INSULATED � WITH 1" FIBERGLASS INSULATION. HAVING JURISDICTION. VALVES IN THE SUPPLY LINES SERVING THE FIXTURE. ® �A9 Og7252 "" 5. THE PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS AND 13.THE PLUMBING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR 20.ALL PLUMBING FIXTURES TO BE INSTALLED AS PER MANUFACTURERS o o OPESS10 ARRANGE FOR ALL INSPECTIONS FOR WORK UNDER THIS CONTRACT ALL RECOMMENDATIONS. AS NEW PLUMBING FIXTURES AND EQUIPMENT TO BE SUPPLIED AND 21.ALL PLUMBING FIXTURES TO BE TRAPPED,VENTED AND PROVIDED REQUIRED BY LAW AND SUPPLY ALL CERTIFICATES OF INSURANCE AS INSTALLED UNDER THIS CONTRACT FOR APPROVAL BEFORE WITH AIR SHOCKS. a REQUIRED BY LAW AND THE OWNER. INSTALLATION OF THE SAME. 22.FLOOR DRAINS SHALL BE SET LEVEL WITH FINISHED FLOORS AND TO BE 6. THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS 14.WATERPROOF PIPE SLEEVES SHALL BE INSTALLED AT ALL PROVIDED WITH TRAP PRIMER. HOT WATER WATER DISH WASHING TO ALL PLUMBING EQUIPMENT REGARDLESS WHETHER ILLUSTRATED PENETRATIONS THROUGH EXTERIOR WALLS, PIPE SLEEVES SHALL BE 23.ALL PLUMBING FIXTURES TO HAVE ISOLATIONS VALVES. HEATER VANITY SHOWER CLOSET WASHER MACHINE REFRIGERATOR SINK HEREIN WITHOUT ANY ADDITIONAL COST TO THE OWNER. INSTALLED AT WALL PENETRATIONS THROUGH INTERIOR WALLS AND 24.PROVIDE CLEANOUTS AT ALL ACCESSIBLE BENDS FOR ROOF DRAINAGE, 7. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FLOORS. IF APPLICABLE. ry W 311 ROOF U_ Q_ I— 0 U I � W 0 Cn C 01f z � (n W Z � W SECOND FLOOR BATHROOM CW CW I � CW 2 rC —�-- CW 2° CW CW CW CW CW CW CW CW 2" 0 I I HW HW HW HW —�—V 1 H1NI it 1 �W HW HW HW HW H N 1�� HW HW 2' �— I LJJ z I 2 2� 2 z WLO � HWH z 12° 1 - 3, 2 Z F- FIRST FLOOR 0 C.0. 3„ C.O. 4„ Z LO SLAB ON GRADE W NWN 4"WASTE LINE TO �.[.. DEDICATED DRY WELL O CW T.— CW a 4"WASTE LINE TO SCDOH APPROVED SANITARY SYSTEM 1" FROM EXISTING WELL Revisions BUILDING SHUT OFF VALVE CAST IRON PIPE No. Date Description THROUGH FOUNDATION 1 —/--/-- FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- Designed By: SRK Drawn By : SRK Checked By : MPK Date : TBD Scale: AS NOTED BARN PLUMBING RISER SCALE: NTS NOTE: ALL PLUMBING PIPE SHALL BE M-TYPE COPPER. Ps002 PEX TUBING SHALL NOT BE USED Sheet# REVISION Al REV. DATE REV. DESC REV. DESC STRUCTURAL NOTES GENERAL 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: A. THE N.Y.C. BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. B. A.I.S.C. MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. (C. ACI318CI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" D. AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL GENERAL NOTE STRUCTURAL MEMBERS. ALL DRAWINGS, SPECIFICATIONS, E. THE TIMBER CONSTRUCTION MANUAL, 3RD EDITION, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. PLANS, IDEAS, CALCULATIONS, DETAILS, F. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 ARRANGEMENTS AND DESIGNS EDITION. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE REPRESENTED OR REFERRED TO IN SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT THIS DRAWING ARE THE PROPERTY OF CONDITIONS REQUIRE. SHORING OR BRACING SHOULD BE PROVIDED TO SUPPORT LOADS AS MAY BE IMPOSED ON THE STRUCTURE OR ADJACENT STRUCTURES & OWNED BY EVAN AKSELRAD - DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THE SOLE ARCHITECT-ENGINEER. WHETHER THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE AS LONG AS REQUIRED TO MAINTAIN SAFETY. PATCH AND REPAIR EXISTING CONDITIONS PROJECT FOR WHICH THEY ARE MADE DAMAGED DURING THE COURSE OF CONSTRUCTION. IS EXECUTED OR NOT. THEY WERE 3. THE CONTRACTOR SHALL SUBMIT A LIST OF CONSTRUCTION SEQUENCING WITH ALL RELEVANT SHORING AND/OR BRACING REQUIREMENTS TO THE CONTROLLED CREATED, EVOLVED, DEVELOPED AND INSPECTION ENGINEER OF RECORD TO REVIEW PRIOR TO ANY STRUCTURAL DEMOLITION. PRODUCED FOR THE SOLE USE ON AND 4. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION IN CONNECTION WITH THIS PROJECT OPERATIONS TO BE DONE IN ACCORDANCE WITH THE NYC BUILDING CODE FOR AND NONE OF THE ABOVE MAY BE THE "SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS" AND WORKER SAFETY GUIDELINES "SAFETY IN BUILDING OPERATIONS". DISCLOSED OR GIVEN TO OR USED BY 5. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN ANY PERSON, FIRM OR CORPORATION STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER OR FOR ANY USE OR PURPOSE ARCHITECT AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE WHATSOEVER INCLUDING ANY OTHER CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL PROJECT, EXCEPT UPON WRITTEN DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE PERMISSION AND DIRECTION OF EVAN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS FABRICATED OR PUT IN AKSELRAD - ARCHITECT-ENGINEER PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS. STRUCTURAL STEEL ISSUE 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DOB Filing SPECIFICATIONS: ASTM A572 GRADE 50 AS NOTED, 'I 6.6.24 STRUCTURAL STEEL FOR TUBES 'SHALL BE ASTM A500 GRADE B. 3. SIMPLE SHEAR BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE A325—N HIGH STRENGTH BOLTS (3/4" DIA. MIN.) IN BEARING TYPE CONNECTIONS WITH THE THREADS INCLUDED IN THE SHEAR PLANE, UNLESS OTHERWISE NOTED, INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL. 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED TO RESIST ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2). WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". WELDING ELECTRODES SHALL CONFORM TO LATEST AWS SPECIFICATION FOR E70XX FOR NEW STEEL. USE E70XX LOW HYDROGEN FOR WELDS TO EXISTING STEEL. 5. MINIMUM FILLET WELD SIZES SHALL NOT BE LESS THAN ,4". 6. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: MASONRY OPENING LINTEL 4'-0" OR LESS L4" x 3-1/2" x 5/16" 4'-1" TO 7'-0" L5" x 3-1/2" x 5/16" PLACF.3-1/2" LEGS ARE HORIZONTAL. PLACG.PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. PLACH. PROVIDE L5" x 5" x 5/16 ANGLES FOR 6" THICK WALLS AND PARTITIONS. PLACI.PROVIDE MINIMUM 6" BEARING AT EACH END. PLACJ.LINTELS OVER 4'-0" SHALL BE FIREPROOFED. PLACK.ANGLE LINTELS FOR MASONRY OPENINGS GREATER THAN 5'-0" SHALL BE BOLTED TOGETHER AT ENDS AND AT MID SPAN UNLESS OTHERWISE NOTED. 1. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. ALL NEW HOLES TO NEW OR EXISTING STEEL ARE TO BE DRILLED. 2. SHOP PAINT ALL STEEL AFTER FABRICATION WITH ONE COAT OF A RUST INHIBITING PRIMER THAT IS COMPATIBLE WITH THE TOP COAT. FIELD PAINT AS PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONSULT ARCHITECT ABOUT FIRE PROOFING PAINT. 3. ALL DUNNAGE STEEL, LINTEL STEEL AND EXTERIOR STEEL TO RECEIVE A SHOP COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THE FIELD AS REQUIRED AFTER ERECTION. 4. PAINT ON PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MORTAR TO BE FULLY CURED PRIOR TO EMBEDMENT OF MEMBER. 5. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. 6. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. 7. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL AFTER CONTRACTOR REVIEW. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. EVAN AKSELRAD FRAMING LUMBER architect + engineer 1. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACED DRY. 860 UNITED NATIONS PLAZA DIMENSION LUMBER FLOOR JOISTS: DOUGLAS FIR—LARCH NO. 1 Fb= 1000 PSI, E=1,700,000 PSI. NEW YORK, NY 10017 STUDS: DOUGLAS FIR — LARCH STUD GRADE Fc=825 PSI, E=1,400,000 PSI. TIMBER POSTS: 917.689.0301 (t) DOUGLAS FIR—LARCH NO. 1 Fc=1000 PSI, E= 1,600,000 PSI. eakselrad@live.com MANUFACTURED WOOD PRODUCTS PARALLEL LAMINATED BEAMS: SUCH AS MICROLLAM BEAMS MANUFACTURED BY THE TRUSS JOIST CORPORATION. Fb=2800 PSI, E=2,000,000 PSI. PLYWOOD WEB JOISTS: SUCH AS TJI AS MANUFACTURED BY THE TRUSS CORPORATION. 1. NYSTROM RESIDENCE 1. DETAILSETAILSOF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL. 2. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLAM, GLULAM, OR STEEL, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. TIMBER CONNECTORS 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. SPECIAL NAILS AS SUPPLIED BY THE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, STRUCTURALNOTES AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIRECT SEAL&SIGNATURE DATE:DATE PROJECT NO PROJECT# r DRAWING B : MK CHECK BY: EA aq D NO. 1011 01 GENERAL NOTES iOF # REVISION REV. DESC Al REV. DATE REV. DESC ABLE R301.2.1.2 FASTENING SCHEDULE WOOD BEAM T DEBRIS PROTECTION UNIFORMLY DISTRIBUTED LOADS WINDBOAB Fastener Schedule for wood Structural panels USE LIVE DEAD BASED ON TABLE NYS CODE R602.3(1) NAILING SCHEDULE STEEL PLATE r WALL STUD LOAD LOAD •• Fastener Panel Span Panel Span Panel Span NUMBER AND TYPE OF SPACING AND LOCATION less than less than lessthan Uninhabitable attic without storage 10 10 DESCRIPTION FASTENER Type STEEL COLUMN Z or equal to 4 ft. or equal to 6 ft. or equal to 8 ft. s� Q Uninhabitable attic with limited storage 20 10 No.ewood screw 16 inches on center 10 inches on center a inches on center ITEM ROOF FRAMING W based anchor with Habitable attic&attic served with fixed stair 30 10 GENERAL NOTE 2"embedment 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL cc len th Balconies(exterior)and decks 40 10 3-8d COMMON V FLOOR JOIST No.10 wood scre inc es on can er irc es on cen er nnc es on cen er CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL based anchor with Fire escapes 40 20 2 3-8d COMMON engthbedment CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER 4-10d BOX(3")OR FACE NAIL ALL DRAWINGS, SPECIFICATIONS, Guards and Handrails 200 3 PARTITION TABLE R802.5.2 4-16dCOMMON 3-1/2" EACH JOIST • • PLANS IDEAS CALCULATIONS DETAILS a. This table is based on 190 mph design wind speed and a 45 foot mean CEILING JOISTS ATTACHED TO PARALLEL RAFTER(HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL TYPICAL POST SUPPORT iv WALL STUD • 1 1 , , roof height. Guard in-fill components 50 43-16d MINIMUM b. Fasteners shall be installed at opposing ends of of the wood structural 5 COLLAR TIES OR 1-1/4"x 20 ga.RIDGE STRAP 4-10d BOX(3")OR FACE NAIL TO EACH RAFTER 10 r panel.Fasteners shall be located a minimum of 1"from the edge of the Passenger vehicle garages 50 ( ), CSHP18 METAL ARRANGEMENTS AND DESIGNS 3-10d COMMON 3" panel. STRAP PER STUD • REPRESENTED OR REFERRED TO IN c. Anchors shall penetrate through the exterior wall covering with an Rooms other than steeping rooms 40 10 6 RAFTER TO TOP PLATE 3.10d COMMON OR 2 TOE NAILS ON ONE SIDE AND embedment length of not less than 2"into the building frame.fasteners 4-1 Did BOX 1 TOE NAIL ON OPPOSITE SIDE W/8d COMMON Where be located not less than 2-1/2"from the edge of concrete block. Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS NAILS PER END THIS DRAWING ARE THE PROPERTY OF d. Where screws are attached to masonry or masonry/stucco,they shall be Stairs 40 20 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL STEEL COLUMN • • I OWNED BY EVAN AKS E LRAD attached using vibration-resistant anchors having a minimum ultimate 7 3-tOd COMMON • • • - withdrawal capacity of 1500 pounds. Roof 20 20 3-16d BOX OR END NAIL 2-16d COMMON / , STUD STRAPS @SECOND FLOOR . . ARCHITECT-ENGINEER. WHETHER THE Exterior glazing in buildings located in Wood-Borne debris regions shall be STEEL PLATE protected from wind borne debris.Glazed opening protection shall meet ALLOWABLE DEFLECTION ALLOWABLE 8 RIM BOARD TO RAFTER END(END NAILED) 2-16d EACH RAFTER • • PROJECT FOR WHICH THEY ARE MADE the Large Missile test ASTM E 1996 and the ASTM E 1886 as modified in CHSP18 METAL STRAP �+ IRC section 301.2.1.2.1.Garage door glazed opening protection for Wind OF STRUCTURAL MEMBERS DEFLECTION WALL FRAMING t!# CONCRETE PIER W/(8)Bd COMMON NAILS • 2x4 BLOCKING AT PANEL EDGES I S EXECUTED OR NOT. THEY WERE borne debris shall meet ANSI/DASMA 115.Areas within hurricane prone PER 12"END LENGTH Rafters having slopes greater than 3/12 with no U1 BO regions: STUD TO STUD(NOTAT BRACED WALL PANELS) 16d COMMON 24"o.c.FACE NAIL WALL STUDS,SEE PLAN1. WithinImileofthecoastalhighwaterwheretheultimatedesignwind finished ceiling attached to rafters e0. CREATED EVOLVED DEVELOPED AND speed is 130 mph or greater. RAFTERPANEL EDGE FASTENING2. In areas where the ultimate wind design speed Is 140 mph or greater. Interior walls end partkions H/180 9 STUD SE STUD AND ABUTTING STUDS AT 1.5 BOX 16"o.c.FACE NAIL Bd COMMON NAILS @ 3"oc PRODUCED FOR THE SOLE USE ON AND INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3.5"x 0.162" BLOCKINGFloors U360 BUILT UP HEADER 16d COMMON 16"o.c.FACE NAIL ALONG EDGES PANEL INTERMEDIATE FASTENINGException:Wood Structural panels with a minimum thickness of 7/16"and 10 3.5"x 0.162" AT STRUCTURAL RIDGES 8d COMMON NAILS @ B"oCIN CONNECTION WITH THIS PROJECT a maximum span of 8 feet shall be permitted far opening protection. All other structural members L/2a0 CONTINUOUS HEADER TO STUD 5-8d BOX 2.5"x 0.113" TOE NAIL Panels shall be precut&predrilled to cover the glazed openings with 11 ( ) PROVIDE A SIMPSON LSSR attachment hardware provided in the table below.All panels shall be Exterior walls with stucco finish H/360 OR 4-8d COMMON SKEWABLE HANGER AT EACH WALLSHEATHING,SEE PLAN, AND NONE OF THE ABOVE MAY BE labeled and stored in a clean dry area of the house.Attachments shall be 12 TOP PLATE TO TOP PLATE 16d BOX(3.5"x 0.162") 12"o.c.FACE NAIL RAFTER EACH SIDE OF RIDGE LONG DIRECTION PERPENDICULAR provided in accordance with the table as follows: Exterior walls-wind loads/brittle finishes L/240 TO FRAMING,ENDS STAGGERED DISCLOSED OR GIVEN TO OR USED BY DOUBLE TOP PLATE SPLICE 8-16d COMMON(3.5") FACE NAIL ON EACH SIDE OF END COLUMN ANCHOR Exterior walls-wind loads/flexible finishes L/140 13 OR12-16d BOX(3.5') JOIST(MIN.24"LAP SPLICE LENGTH 11 RIDGE BEAM ANY PERSON FIRM OR CORPORATION TABLE P3201.7 EACH SIDE OF END JOINT) 1 TYPICAL WALL SHEATHING LAYOUT&FASTENING 1 TRAP SIZES FOR PLUMBING FIXTURES L=span length H=span height BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST led COMMON(3.5") 12"o.c.FACE NAIL I FOR ANY USE OR PURPOSE 14 OR BLOCKING(NOTAT BRACED WALL) OR 16 BOX(3.5") IN LIEU OF RIDGE STRAPS PROVIDE MIN.2x4 COLLAR TIES @ 48"oc MIN.TRAP LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED WHATSOEVER INCLUDING ANY OTHER PLUMBING FIXTURE BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"o.c.FACE NAIL TO THERAFTERS WITH(4)8d NAILS EACH END OR BLOCKING(AT BRACED WALL PANELS) 2-tBd COMMON 2 EACH 16"o.c.FACE NAIL TYP. TYP.SIZE TABLE R802.5.2 15 BATHTUB AND/OR WHIRLPOOL 1-t/2" RAFTER/CEILING JOIST HEEL CONNECTION PROJECT, EXCEPT UPON WRITTEN TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL G. BIDET 1-1/2" RAFTER RAFTER GROUND SNOW:20PSF 16 2-16dCOMMON 2-1/2"MIN. 5 TYPICAL RAFTER STRAPS 3 2 3 3 2 PERMISSION AND DIRECTION OF EVAN SLOPE SPACING TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 6-10d BOX FACE NAIL JOINTS EACH SIDE CLOTHES WASHER STANDPIPE 2" ROOF SPAN 17 4-16d COMMON AKSELRAD - ARCHITECT ENGINEER DISHWASHER(ON SEPARATE TRAP) 1_1/2" 12 FT 20 FT 28 FT 36 FT 1"BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL RAFTER FLOOR DRAIN 2, 18 2-8d COMMON BEAM BOLTS W/WASHERS NUMBER OF led COMMON NAILS (2 1/2"BOLTS DIA.THROUGH PIER AFTER W/(12)TRAP FLOOR FRAMING Bd COMMON NAILS LAUNDKITCHEN SINK 1-1/2" 3:12 16"o.c. 5 8 10 13 2 , 2 2 1 2 ISSUE JOIST TO SILL,TOP PLATE ORGIRDER-PER JOIST 4-Bd BOX PER JOIST-TOE NAIL WALL PLATES LAUNDRYTUB 1-1/2" 21 3-8dCOMMON DECK POST a:12 16"o.c. a s a 10 STUD WALL LAVATORY 1.1/2'� RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE(ROOF 8d COMMON 6"o.c.TOE NAIL 5-1/2'MIN. 5:12 16"D.C. 3 5 6 8 22 APPLICATIONS ALSO) tOd BOX SHOWER BASED ON TOTAL FLOW RATE: -POST BASE DOB Filing 5.7 gpm AND LESS 1.1/2" 7:12 le"o.c. 3 4 5 12. 6 BLOCKING TO JOIST 2-10d BOX EACH END 1 6.6.24 23 2-Bd COMMON MORE THAN gpm UP TO 12 gpm 2" RAFTER/PLATE/STUD CONNECTION MORE THAN 12.3 gpm UP TO 25.5.8 gpm 3" 9;12 16"O.C. 3 4 4 5 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL 6 3 2 3 3 2 3 'v y MORE THAN 25.8 gpm UP TO 55.6 gpm 4" 24 3.16d COMMON CONCRETE PIER F- 12:12 16'O.C. 3 3 4 4 2"PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL TABLE R302.6 25 4-10d Box GABLE ROOF PLAN TO 45 DEGREES DWELLING GAR GE SEPARATION THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE BOTTOM BAND OR RIM JOIST TO JOIST 4-1 Od BOX PER JOIST OF THE ATTIC SPACE.FOR CEILING JOISTS LOCATED HIGHER IN 26 3-16d COMMON L a' L THE ATTIC THE HEEL JOINT CONNECTION SHALL BE INCREASED AS GIRDER AS SPECIFIED TY TYP SEPARATION MATERIAL FOLLOWS: BUILT-UP GIRDERS AND BEAMS tOd BOX 24"o.c.FACE NAIL TO TOP&BOTTOM � � 27 STAGGERED ON OPPOSITE SIDES FRON THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"GYPSUM OR He/Hr HEEL JOINT ADJUSTMENT FACTOR BLOCKING AS PER 3 2 2 3 -v G}}' EQUIVALENT TO THE GARAGE SIDE LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL F- 1/3 1.5 28 3-16d COMMON MANUFACTURES FROM HABITABLE ROOMS ABOVE NOT LESS THAN 5/e"TYPE X SPECIFICATIONS THE GARAGE GYPSUM BOARD 1/4 1.33 BRIDGING OR BLOCKING TO JOIST 2-1 Go BOX(3")OR EACH END,TOE NAIL STRUCTURE(S)SUPPORTING FLOOR/ NOT LESS THAN 1/2"GYPSUM 1/5 1.25 29 2-8d COMMON(2.1/2") 12 DECK BEAM/POST JOISTS AS SPECIFIED CEILING ASSEMBLIES USED FOR BOARD 1/6 1 2 METAL JOIST HANGER SEPARATION REQUIRED BY WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL IRC-R302.6 SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING GARAGE LOCATED LESS THAN 3 FT. NOT LESS THAN 1/2"GYPSUM 2 1 1 2 FROM A DWELLING UNIT ON THE BOARD APPLIED TO THE INTERIOR SAME LOT SIDE OF EXTERIOR WALLS THAT TABLE 802.11 SPACING OF FASTENERS ARE WITHIN THIS AREA RAFTER UPLIFT CONNECTION FROM WIND DESCRIPTION OF NUMBER AND TYPE OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. BUILDING ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE SUPPORTS GABLE END WALL FRAMING STAGGERED FASTENERS 7 TYPICAL JOIST HANGER R702.3.5.ALL INTERIOR WALLS SHALL HAVE GYPSUM BD.SHEATHING. RAFTER ROOF EXPOSURE C 3/8"-1/2" 6d COMMON(SUBFLOOR,WALL) SPACING SPAN 30 8d COMMON(ROOF) 6" SEE NOTE A 6" IN 2 ROWS RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS SHALL (FEET) ULTIMATE WIND SPEED MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 19/32"-1" 8d COMMON 130 140 31 6" SEE NOTE A 6" SEE TABLE 507.2 ROOF PITCH ROOF PITCH N 3 2 2 3 ZT: < 5:12 Z5:12 <5:12 Z5:12 1-1/a -1-1-1/4 10d COMMON NAILS 32 6" 12" 0 5.5"MIN FOR 2x8* GABLE ROOF PLAN TO 7 DEGREES 16"o.c. 12 214 201 263 247 1/2"STRUCTURAL CELLULOSIC 1-1/2-1 GALVANIZED 5 6.5"MIN FOR 2x10 33 FIBERBOARD SHEATHING ROOFING NAILS 3" 6 MAX O O 0 7.5"MIN FOR 2x12 16"o.c. 18 277 259 342 322 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALVANIZED 3/4"MIN ROOF SHEATHING NAILING SCHEDULE 16"o.c. 24 340 318 422 396 34 FIBERBOARD SHEATHING ROOFING NAILS 7" 7" 2"MIN 77 ( ) 1 CSHP18 METAL 1/2"GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAILS 7" 7" LEDGER BOARD LAG SCREW OR THRU-BOLT STRAP PER STUD W/ ZONE 1 ZONE 2 ZONE 3 16"o.c. 28 348 358 476 446 35 5/8"GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAILS 7,� 7" (8)Bd COMMON NAILS PER END. 16"D.C. 32 427 398 529 496 EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIELD 5'D.C. 4"o.c. 3'D.C. 15'O.C. 36�kj438 538 547 TABLE R602.3(3) DISTANCE CAN BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO -1/2"DIA.ANCHOR EDGE 6"o.c. 4"o.c. 3"D.C. 16"o.c. 42499 664 622 NAILSPACING ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS BOLTS W/PL 1/4"x3"x3" MINIMUM NAIL NAIL MINIMUM WOOD MINIMUM WOOD WALLSTUD (1/2"STACKED WASHERS NOT PERMITTED) (TYP)16"o.c. 4B559 745 697 SIZE PENETRATION STRUCTURALPANEL STRUCTURALPANEL SPACING FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO SPAN RATING THICKNESS EDGES FIELD NYS CODE"SCHEDULE FOR STRUCTURAL MEMBERS" TABLE 507.9.1.3(1) 6d COMMON NAIL 1-1/2" 2a/0 7/16"OR 1/2" 16"o.c. 5' 12" 13 LEDGER BEAM SUPPORT CONCRETE WALL DECK LEDGER TO BAND JOIST CONNECTION (2.5"x 0.113") 2 SIMPLIFIED ROOF SHEATHING NAILING SCHEDULE Bd COMMON NAIL 1-3/4" 24/16 7/16"OR 1/2" 16"o.c. 6" 12" (2.5"A 0.131") CONNECTION • DETAIL <61 6-111TO B' BA"TOW 10-1"TG 12' INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 T1 •• 1/2"DIA.LAG SCREW& 39' 23" 30" 30 GYPSUM BOARD FRAMING SPACING OF COMPOSITE RAILING SYSTEM. • LIGHT WOOD FRAME WALL 1/2"MAX.SHEATHING GYPSUM BOARD APPLICATION FASTENERS SIZE OF NAILS VINYL RAIL TOP AND BOTTOM, • 1/2"DIA.THRU BOLT& THICKNESS ORIENTATION MEMBER TO WOOD FRAMING1/2"MAX.SHEATHING 36" 36^ 36° 3s" TO FRAMING SPACING NAILS SCREWS POSTS AT 4'oc WITH COL.CAPS. • PLYWOOD OPENINGS CEILING EITHER DIRECTION 16 . INTERNAL 4x4 PT POST LAG PROTECTION:THICKNESS WALL EITHER DIRECTION 15'D.C. 7" 12" 5d COOLER NAILS DEPENDS ON WINDOW 1/2" Dg" ,p" BOLTED TO DECK JOISTS � OPENING WIDTH 12'-1"TO14' 14'-VTO15 16'-1•TO19' 8 FIRST FLOOR AND SILL ANCHORS 1/2"DIA.LAG SCREW& 5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS WOOD DECKING SECURED TO WALL EITHER DIRECTION 16"D.C. 7" 12" JOISTS WITH 1 Od THREADED NAILS NOTE:IN LIEU OF SCREWS, 1/2"MAX.SHEATHING 13" 11" 10° LUGS WITH NUTS AND TYPE"X"AT 1-7/3"LONG 6d COATED NAILS OR OR#10 x 3"WOOD SCREWS AT 6"oc 1/2"DIA,THRU BOLT& GARAGE CEILING 16"O.C. 6" 12" EQUIVALENT CREWS SHALLDRYWALL COMPLYREws. WASHERS MAY BE USED EVAN A K S E L RA D 5/6" PERPENDICULAR SCREWS SHALL COMPLY WITH ' ' ' • ' 1/2"MAX.SHEATHING 24" 21" 19" BENEATH IRC SECTION R702.3.5.1 PO DIA.GALVANIZED BOLTS AT EACH HABITABLE ROOMS POST(3)PER POST LEDGER SHALL BE FLASHED Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"oc. • 2x RIM JOISTS ATTACHED secnon LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for minimum WITH(3)10d THREADED NAILS n architect + engineer 48"distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. OR(3)#10 x 3"WOOD SCREWS • AT EACH JOIST. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R301.2(1) (1)CSHP18 METAL 860 UNITED NATIONS PLAZA FRAMING STRAP PER STUD W/ N E W YO R K WIND DESIGN SUBJECT TO DAMAGE FROM 14 DECK RAIL SUPPORT DETAIL (e)Bd COMMON ER 10"END LENGTH. � 1 NY 10 017 GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW WIND TOPOGRAPHIC SPECIAL WIND BORNE DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL �3"No,8SCREWS& 917.689.0301 (t) LOAD SPEED EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIREMENT INDEX TEMP WASHERS @ 12"o.c. (MPH) COATED TO BE PLASTIC ea kse i rad @ I ive.CO m 20 13 NO NO NO(m) B SEVERE 36" M to H S to M 11 YES NO 1500 OR 52 1 1/2"PLYWOOD LESS In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind borne debris wind zone(s).otherwise,the jurisdiction shall indicate"NO"in this part of the table. The ground snow loads to be used in detrmining the snow design loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1000 feet. NYSTROM RESIDENCE 14. ip SECTION A-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO • WOOD FRAME BUILDING •�• ALTERNATE TO 120 MPH CERTIFIED DETAILS • WINDOW INSTALLATION: • PLYWOOD PANEL WINDOW AND • DOOR PROTECTION FOR WOOD FRAMED BUILDINGS 9 HEADER AND POST TIE DOWNS 3 TYPICAL WALL OPENING PROTECTION SEAL& ATURE DATE: VATE .,� PROD CT NO. PROJECT# ♦� DRAPING BY: MK CHE K BY: EA 01 S 02 DETAILS " OF REVISION \ REV. DATE REV. DESC REV. DESC I \ \ \ I \ I \ GENERAL NOTE: I \ I \ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, \ \ ARRANGEMENTS AND DESIGNS \ REPRESENTED OR REFERRED TO IN r------------------------------------------� I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � THIS DRAWING ARE THE PROPERTY OF _ & OWNED BY EVAN AKSELRAD BF 1 I ' ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE 1 I CREATED, EVOLVED, DEVELOPED AND PROIDUCED FOR THE SOLE USE ON AND I I I I I IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE J I DISCLOSED OR GIVEN TO OR USED BY 6" SLAB REINFORCED WITH WWF i i I ; ; ANY PERSON, FIRM OR CORPORATION 00 FOR ANY USE OR PURPOSE 1 i i I ! I WHATSOEVER INCLUDING ANY OTHER I 1 1 I I xPROJECT I PERI�UIIShONEANDPDIRECTOION WRITTEN 1 1 1 2 x 10 ® 16"oc ' OF EVAN AKSELRAD - ARCHITECT-ENGINEER I 1 I I I I I ISSUE I I NEW FOOTING 1 1 I I I DOB Filing 6.6.24 2' x 6' x 1' THICK i 1 REINFORCE WITH #4 BARS I i 1 1 ® 8" oc EA.WAY I I I I I 1 I I I 2 0 i I I I I I I I I I 1 1 I I I 1 1 I I I I I 1 I I 1 I (2) 2 x 10 (2) 2 x 10 I 1 1 1 I I I I I I 1 I I I 2 x 10 @ 16"oc 1 I I I I I 00 1 I \I I I I I i I 1 I 1 1 1 I F I j 1 1 j I I 2 x 10 ® 16"oc 1 I I i B B }- 1 I I 1 I 1 I 1 I j I I I ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. IL--------------------------------J I BA — — PIPE COL. DOWN 3" DIA @10.58 #/FT TYPICAL STEEL COLUMN U.O.N. WP DOWN 3-1/2" X 3-1/2' LSL 1.3E INTERIOR WALLS L J IWP� 2" LSL 1.3E INTERIOR WALLS ❑ WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS 0 WP UP & DOWN WP UP EVAN AKSELRAD I I � STUD BEARING WALL DOWN architect + engineer WP RESOLVED AT HEADER 860 UNITED NATIONS PLAZA JOIST SPAN DIRECTION RAFTER SPAN DIRECTION NEW YORK, NY 10017 917.689.0301 (t) LIMITS LIMITS eakselrad@live.com I I I :3----= HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (LON) TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK NYSTROM RESIDENCE TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK B3 B2 B1 I I FLOOR PLANS SEAL&SIGNATURE DATE: DATE PROJECT N .: PR JECT# $• DRAWING Y: MK C CK B EA tF t. W . 9 , 01 FLOOR PLANS bd. � 103 OF # REVISION \� REV. DESC Al REV. DATE REV. DESC I \ I I \ I \ \ \ \ GENERAL NOTE: \ \ I \ DRAWINGS,ALL O PLANS DEAS CALCULATIONS, DETAILS \ I ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF & OWNED BY EVAN AKSELRAD - I ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE EVOLVED, DEVELOPED AND PRODUCED FO R THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE ' ' I DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER ' I PROJECT, EXCEPT UPON WRITTEN I � PERMISSION AND DIRECTION OF EVAN I i i I I AKSELRAD - ARCHITECT-ENGINEER i i I ISSUE L 2 x 12 ® 12"oc DOB Filing 6.6.24 41'1� � � I � I I � � I i i I I I i i gC I PSL 5—/4"x 11-1/4" i i 2 x 12 ® 16"oc I i i gg I I I � I I� I ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. i —� — PIPE COL. DOWN 3" DIA @10.58 #/FT TYPICAL STEEL COLUMN U.O.N. gA _ E ❑ WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS WP DOWN 3-1/2" X 5-1/2" LSL 1.3E INTERIOR WALLS ' WP DOWN 5-1/2" X 5-15' LSL 1.3E EXTERIOR WALLS Q WP UP & DOWN I , WP UP EVAN AKSELRAD aSTUD BEARING WALL DOWN architect + engineer 0❑ WP RESOLVED AT HEADER 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 917.689.0301 (t) LIMITS LIMITS eakselrad@live.com I I I HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (UON) TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK NYSTROM RESIDENCE TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK B3 B2 g 1 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK I I I I STRUCTURAL PLANS SEAL&SIGNATURE DATE: DATE of N!, PROJECT NO DRAWING B : MK CH CK BY: EA D NO.: 01 104 FLOOR PLANS b� � REVISION REV. DESC Al REV. DATE REV. DESC GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN COLUMN (SEE PLAN) THIS DRAWING ARE THE PROPERTY OF ON BASE PLATE 1/2"x8x8 (LION) & OWNED BY EVAN AKSELRAD ON 1-1/2" ARCHITECT-ENGINEER. WHETHER THE ,J4 BARS ® 18" oc HORIZONTAL NON SHRINK GROUT 12" oc VERTICAL PROJECT FOR WHICH THEY ARE MADE REF ARCH DWGS 6' CONCRETE SLAB IS EXECUTED OR NOT. THEY WERE FOR T.O. FOOTING REINFORCE WITH WWF 3/4' OIA, A307 CREATED, EVOLVED, DEVELOPED AND ANCHOR BOLT PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT ` ` ' AND NONE OF THE ABOVE MAY BE • v ° • • ° DISCLOSED OR GIVEN TO OR USED BY • RIGID INSULATION (SEE ARCH DWGS) ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE ;: . ` •' (3) 4 BARS WHATSOEVER INCLUDING ANY OTHER • + •j• °• • /R/UONR EACH WAY PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN 3"CLEAR AKSELRAD - ARCHITECT-ENGINEER Z2X4 KEY(TYP) 3" CONCRETE COVER CONCRETE COVER OVER REBAR OVER REBAR 2'-0' TYPICAL AT ALL L X B TYPICAL AT ALL —FOOTINGSAND FOOTINGS AND ISSUE CONCRETNCRETEIN CONTACT 1. SEE PLANS fOR FOOTING SIZE CONCRETE IN WITH THE EARTH 2. SEE PLANS FOR BASE PLATE SIZE CONTACT WITH THE EAR111 DOB Filing 1 6.6.24 TYPICAL STRIP FOOTING 04 POST ON FOOTING EVAN AKSELRAD architect + engineer 860 UNITED NATIONS PLAZA NEW YORK, NY 10017 917.689.0301 (t) eakselrad@live.com NYSTROM RESIDENCE DETAILS SEAL&SIGNATURE DATE: DATE PROJEC NO.: PROJECT# DRAVVI G BY: IVIK CHEC BY: Ea D G. ,i 01 EXISTING FLOOR PLAN - HALF INCH SCALE . , 105 a OF # ENERGY CODE COMPLIANCE GENERAL NOTES BUILDING DEPARTMENT NOTES GEN RAL NOTE: _ I, ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, 1. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRI�_ FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2020,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND ALL OTHER AGENCIES TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG AND FIELD CONDITIONS TO THE ARCHITECT. HAVING JURISDICTION. ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE Generated by RE5check-Web Software R�Stheck Software Version : RESchick-Web FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPENCIES BETWEEN DRAWINGS 2. BEFORE COMMENCING WORK,THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL OBTAIN ALL MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN AND FIELD CONDITIONS TO THE ARCHITECT. REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE Compliance CertificateInspection Checklist CONNECTION H THIS PROJECT N NONE OF THE ABOVE 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES MAY BE DISCLOSED OR GIVEN N TO OR USED BY ANY PERSON, Energy d 2Ci8 I1:CC ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS HAVING JURISDICTION.THE OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND Rt*quirem*nts:g4.0�i weerere addressed diretkt}in the Rl_5cfteck software ANY OR CORPORATION FOR ANY USE OR PURPOSE Text to the"Comments,Wss},rnptiors'colf,rnn is pravi&-d by thevser in the A-scttieck Regt trements screen.for each 4. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS OTHERWISE INDICATED. WALLS SPECIFICATIONS. Project 1815 King St-Barn w/Unconditioned Basement requirematt,the user certifies that acode requirement will be rnet and from that is documented,or thatan exception SHOWN TO'ALIGN'SHALL BE FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER THE FLOOR WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN Is being ci3irned,Where compi,ance Ct iterniZed In a separate ta:sle,a referen:e to that tatse is pfovIded CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT IS TO BE NOTIFIED SO THAT 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO TANG ARCHITECTS. Fnorar(In clip Sault tlPrr WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGNOFFS. Location: Southold,New York 'actt'°n Pans YPrtf#eet ft,2Nt Va*riftecf # pre-Ingpottioniplan Rcvi¢w +knr"iat`a$' Comm° t•tAnsumPttoas WITH ADDITIONAL CONSTRUCTION. Construthon type: Single-f;emily Yafrra tratsse b Re .rty Pro!ert lype' New construction 103,1, :onstrucbon drawings and Q PrnpGag Raqurrawneritw+ti be met. 5. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGERIGENERAL CONTRACTOR UNLESS 4. ALL ELECTRICAL WORK TO CONFORM TO NYS FIRE CODE. Condltlp ed Floor Area 1,140 ft2 103.2 documentation demons!rate d Not OTHERWISE NOTED, ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR cl-ate Zone 4 (SS72 HOD) lttttzl} r+,v,gy cud, rum tt& Q•a•tt ob'Wr 4t`lP ; building onvelrpe,Thermal Ca APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPENCY,OMISSIONS,AMBIGUITIES OR CONFLICTS IN 5. ALL CONSTRUCTION,INCLUDING BUT NOT LIMITED TO:DOORS,MASONRY,CONCRETE,STEEL,WOOD, NO. DATE SUBMISSION Permit te' wovelope represented on Q{at Apnlical,fr Permit Nklmher tonstru';.tlon&I.UmentS _ ANY OF THE CONSTRUCTION DRAWINGS,OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE GLASS,HUNG CEILINGS,ETC.SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL CODE All Electic false 101L on5tr%xt)an drawings And -, O nmpnd=. ftnquirement will be met- QUESTION TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION. THE ARCHITECT OF NEW YORK STATE(2020 ED.),THE CODE OF THE TOWN OF SOUTHHOLD,AND ALL OTHER AGENCIES 6/7/2024 BLDG PERMIT is Renewaoie true 401 sc:;qy ntationoemonstrate O Not SHALL REVIEW THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR HAVING JURISDICTION. tsar Gl,alyei true 403.7i c•scrgy Cesdc etl,ttgaliarrlG for mclit rt{i'+rNat)tC 1 10/11/2024 DOB AMENDMENT 1 Has Battery false i 31 5ystviclew and mrchanicat systoms Mot Applicalr:{; SPECIFIED,WILL ISSUE A WRITTEN CLARIFYING ADDENDUM.NEITHER THE OWNER NOR THE ARCHITECT � 'Systems servrnl mutttty€e Has Heat pump- true smelt=rig us+•ts mist dcenictiuVete ; WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS 6. SHAFTWALLS,MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE SEPARATIONS ARE TO BE FIRE rnmpllancr trrt, � _ 6. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY RATED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.) Provisions �omrrFrCiai rrouisions a(a,L Ittat,nq#and ir's- 9, twe,'T ( '.nmgatigs Rcquirementvrrll be n+at. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY lPR211 >�edads c calculated uaiper AC a Bruthr� Btu,+tr- C]k>r Not WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK,COST,AND POSSIBLE IMPACT TO 7. GLAZING WILL CONFORM TO NEW YORK STATE BUILDING CODE AND OTHER APPLICABLE REQUIREMENTS C:OrtStrtCtic7n 5,le• Qwner/Agent: pe,IgnerlG�nira[tcir' Cooling: cooling: 01c4 obm-ry4h5c 1ti15 x rig 5trent NYStNtXi F eattttrvct u kfanuatl or oth>r methods Etu;hr stuttr� Di at Ap7rlcafr THE PROJECT,INCLUDING BUDGET OR SCHEDULE. FOR HURRICANE IMPACT TESTING. Orient.NY i1957 aaProved try floe Code otntral -- 7, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION 8. USE AND OCCUPANCY CLASSIFICATION:R-3 ACCESSORY BUILDING u t ti Additional min lot m for - afi:. > ,�. � :.'F, • A d iot�ca a sAssu Rt s MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES Gon•Gsl+artc. 4.r%ite"witmn coda ,e3xtnarnUA. 147 r„r i3,i 141 ►!ir,r,wM s11ac. 9.40 yuf sHc;r_.0.00 CAUSED BY OR DURING THE EXECUTION OF THE WORK. 9. TYPE OF CONSTRUCTION:TYPE V WOOD FRAME i... Tt,r'e.Hoer.I r,4v,�Thtr-.r-;<il•hdrr renenl pp.i.-f,C 1.;n!fK+i+sirC floe N;a:r a t?ss`;i WI We*tfb:*on Riles Itoor>N:r pn,r.ir,s«rsi�'+.xr hr r•:cr;y use arcco+:,e{,1 Vl iAd moim.r coca hn o A. ALL DEMOLITION OPERATIONS,REPAIR OPERATIONS AND ALTERATION OPERATIONS ARE TO BE - •+:;."r, ;,'s,'tr'i^a,fi?t"amp rr I^nrq+'r inn<.';r,";'•"r",'#, :;,r€';-n;rm;i"..^C�-•"'t iiRtre'pall-` n lilt`fnrrA 3'a'-"�`_"c"-q'""e DONE IN ACCORDANCE WITH OWNER REQUIREMENTS AND ALL GOVERNING CODES. 10. DESIGN CRITERIA:DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE(2020 ED.),THE 0 C T 1 1 ^ ^' 3<5'<r�cY i'7 thi•r VCf I"€ed r€nlaic'iUitq,nUs�t nYeet:!'•r riti+t"'tU+n E^d:�U't iC•a�InS:,:1t3nP,t?-ti 3'1�v aria di-tali,rPpkiir@'11Citt� •;i�r_i, B. WHERE DEMOLITION IS INDICATED,REMOVE ALL OBJECTS EXCEPTTHOSE SPECIFICALLY AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE- DESIGNATED TO REMAIN. AND TWO-FAMILY DWELLING(WFCM)2018 EDITION,ASTM E1996(STANDARD SPECIFICATION FOR EnveIP-P.-QA ._--b4cs- C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS EXISTING AT THE SITE. THE PERFORMANCE OF EXTERIOR WINDOWS AND DOORS),&ASTM 1886(STANDARD MISSILE TEST FOR F r P CONSTRUCTION MANAGER/GENERAL CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO EXTERIOR WINDOWS&DOORS). " is BE PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES OR QUESTIONABLE Ceiling Pitch 2!12:cathedrai Ceiling 4010 49.0 0.4 0.012 0.026 9 10 ITEMS. teIIIN-rltcn t)-ar:tatnearai telling gJ14 49.0 u.v 0.11112 u.urti to 11 D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN,AND IN viaw%ood Frame•16,a-c 2,020 21.0 00 0.037 0.060 115 121 THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO Concre-e Floor Sceet Frame.16'o.c. 116 30.0 to a 0.05a 0.047 7 5 THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER. DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTES C'a mpr,ance Statement the rfopre'"hi,Udinu design described nrr?is consistent Nith tnt Du1€003 plans,sPec'rt:abons,and other E. PRIOR TO COMMENCMENT,CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS calcw,to s submitted ub ittRESr.I ask a permit to llC*Tity withtt KG a d b.4dintore t•g has bovi desx'�ed to atsc»� toatLv.gaiILCCaxe Q.1oChftit+nL'ft 11) DESIGNATED TO BE REMOVED AND TO BE PRESERVED,AS WELL AS ALL EXISTING UTILITIES AND 1. PROPERTY IS MORE THAN 100'FROM FRESH WATER WETLANDS _�,+ a DETERMINE ALL REQUIREMENTS FOR DISCONNECTING,CAPPING OR PROTECTING ALL SUCH Paul W.DiLandro,PE �" 1R'08,7024 WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY,BUILDING 2, PROPERTY IS MORE THAN 300'FROM TIDAL WETLANDS Name,Title vate MANAGEMENT OR AGENCY INVOLVED, protect?totes: F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVE,REROUTE AND/OR CAP 3. PROPERTY IS LOCATED WITHIN RARE PLANTS AND ANIMAL DATA LAYER Two story,Uncond tioned basement ,.. OFF ALL UNUSED UTILITIES AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE 1N=�h±n�Ract"j��er,1? CAPPED OFF WITHIN EXISTING WALLS OR SLABS. Protect Title:1815Kilg st•Barn wf Unrondltioneit Basement Report date; 1 D�Y1.3;24 Project Title:i 815 King St-Barn W1 Unroriclitioned Kaspment Report(sate, 101D8;24 G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE PERFORMANCE OF THIS WORK 4. SCOPE OF WORK IS A TYPE II ACTION PER SECTION 617.5(e)(12)OF THE NEW YORK CODES,RULES AND Pate tit-nanir: ph}3r,1 if 5 Data mt ttantq: po`e of 9 AND PREVENT DUST FROM BEING A NUISANCE TO THE TENANTS,NEIGHBORS,WORKMEN AND REGULATIONS ADOPTED BY THE COMMISSIONER OF ENVIRONMENTAL CONSERVATION AND IS NOT CONCURRENT PERFORMANCE OF THE WORK. SUBJECT TO SEAR REVIEW. H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. 8. PARTITIONS: A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN B. ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARITIES AND SHALL MATCH ADJACENT WALLS IN. FINISH AND THICKNESS. sett;on ,. C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE DONE 3er:t nn pikns.Yea•#foert l t^MPo lue tart tr flow dation Inspection Complies? t:atnmieat tAs,umpeiuna # irarning Rmvgn ter tnspnct d" ��t aagt,e mprias7 commorsts A�stamtmtiesrs# IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND - - - EXISTING MATERIALS. 3n3,2.1 A protect m covering is instal ed to d::omphca Exception.Requirement i!not Ipplicat Ic 401.41 1 A.,borrir,r a r �'nmptirs Requirement will br,met iFC}11ta protect ex>;tssel exterl0rtnstilatian Qr�,.y Not ;rR��i' nsteirrd per rr:^•sefac2urrr'a M"^s,­t Not D. WHERE DEMOLITION HAS OCCURED,CONTRACTOR SHALL FILL ALL HOLES,PATCH SMOOTH AND and extercts a mi,ornum.�t E n).below ❑tip Otrw uatde' u Y e,hucuonx- O:a:,t Obw,ryVaWr' LEVEL ALL REMAINING SURFACES,INCLUDING WALLS,FLOORS AND CEILINGS. SQUARE ALL gradts. ONdt Applirar.ie OwA 1_1FrAta?-s',r 403A Spew-and.ire mei-+rig system controls rompli" Exeeptkin:Requirement i!not applicao�e 4! 4 3 tenestrauon tt tr is site pialG p e w D.nmpli" Ftegiurementwill hr'met CORNERS,AND PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISHES. CIVIL ENGINEER: 2 1F01211 installed t3::srern Not IFR2014 a fisted arcs iateted as n'"unl 0+ Not 9. FLOORING:WHERE EXISTING FLOORS ARE TO REMAIN, CONSTRUCTION MANAGER/GENERAL ,nstnrnoran csa.:o�n s.]Ar tl?; p CONTRACTOR TO PROVIDE PROPER PROTECTION. ax Moir Osxrruatxo t° or has infiltratim rates p"NFRC ��C}tt�rvatx r Mot AppfiratOr 400 that do rot exceed code - ���'�'pli��'e 10. CLEAN UP:THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL KEEP THE SITE FREE FROM YOUNG ASSOCIATES -knits 400 OSTRANDER AVENUE Additional CommentslAssumptions: 402A 5 IC-rate,,;recessed lightirl fixure< - n rapliat Requirementwtu br met. ACCUMULATION OF MATERIAL AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF iFR161' seated at ncusinq,9nbe+ior f.a{sn Oa,a,f Nov EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNWANTED RIVERHEAD NY 11901 aavt t}CY't&°Vsf�;r' ritkage at 15 PA, EQUIPMENT AND DEBRIS AT THE COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, ❑d.-X Aq�gxtira;z+r 631 727 2303 4t?3.3 i 'supply and renra ducts T attrs ; M m O'nmplIn$ Exeepttan:D1,trtg located THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING CLEANING IFR1211 r ulared a-lets wriere duct i, 0;:t^Not completely wside the A. CLEAN FIXTURES,EQUIPMENT,FIN SH HARDWARE,PAINTED AND DECORATED SURFACES,AND 6i >=3 inc.ties in diameter and>= Oli"t Lknt^ruau8r;t:lAdlnq envelope. STRUCTURAL ENGINEER: A-6 where<3 hchce..Supply and REMOVE MARKS,STAINS, PAINT,DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS return ducts in other portions or 0+lot n hraaw the bu•:dinq lnsulated-R-6 lot • CONTRACT dirome:i•r>-3 nrf e%anti R•4a 11. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY EVAN AKSELRAD ARCHITECT ENGINEER _ for< inches ir-tor diameter STRUCTURAL WORK IS INVOLVED. 403,32 .Ducts,a>r tandlers art fii,t r amplie�Apgt0remcnt w4l be met. 860 UN PLAZA IFR1311 tees are sea'el with ONw,,%Nnt 12. FIRE SAFETY: internsearrxs mrrs nntmr mitt; ®.'t(1tYt rya k{ A. ALL BUILDING MATERIALS STOREDAT CONSTRUCTION AREA ARE TO BE SECURED IN A LOCKED NEW PORK, NY 10017 tax@mat•tss+n M1trr«anzt•al Code or ' ®'lot if tttemat..-oral Reaidentiat Code,as �'tat* i AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OR CONSTRUCTION MANAGER/GENERAL 917 689 0301 aispticahie. 40335 6uittlmg carrtiot are not used irs ; O'nmplies Regturemerttwdl be met ( CONTRACTOR. RR15is .ducts or pienunis, ® x s Not Bbtr . ALL MATERIAL TO BE STORED IN Ai4 ORDERLY FASHION MEP ENGINEER: t` Od"t Apple At C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR ORIGINAL CONTAINERS. < 0a.at APgzlirtbae 4D33 7 Die tS nrr, r.-d:o be with,,tha t ,nmplir5 Excaptfonr eequirement is SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES. DILANDRO ANDREWS ENGINEERING 1Fi12t31a condit,e#n¢d space are ether 11 O� Not not applicable, D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE sr an tiamrPr within thetie wwl nU; [�I+.a aNccre•ns r, E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CONDUIT. 158 COUNTY ROAD 39, SUITE 10 e<r 1mloci and pe,2n bur hiu•t3 n ®g;A Applir4h* ghertnai envelope,21 boned wiknm telling insulation at F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO BE SHUTOFF AFTER WORKING SOUTHAMPTON, NY 11968 4Crq1403 6 andwith$rrhan HOURS. 6312593959 R tKt3 3 C end the air hand`'as t= located Corrpletely withi€c the G. CONSTRUCTION MANAGER/GENER4L CONTRACTOR AT ALL TIMES SHALL MAKE SURE THERE IS Cie bu,,PU¢Alf ar al. . ne w,e NO LEAKAGE OF NATURAL GAS IN BUILDING,OR ANY OTHER FLAMMABLE GAS USED IN .the building thermal enreiopa any the duct leakage is cm M ARCHITECT: cfrn 1100%quan,fret or CONSTRUCTION conditioned floor a=ea served by ' H. CONSTRUCTION MANAGER/GENERNL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN the duct ssysl rr,or 31 the cells GLUCKMAN TANG itsulaUtwt R vaine inval'.rd ANY OPEN FLAMES ON THE SITE. :dfii 7-n5t anGt ahtve knr,InSUCa'Lxt , ' on T *--t>-tothe3roPosedtelling 250 HUDSON STREET, SUITE 306 rtsulabcxt q Y•alae,�5``' R- NEW YORK, NY 10013 ratue_of the^insni n':nr. he 4014 +IVA( piping ronvr-ying P.;sds R- A-,-, Q:.nmplios ExceptHa+m:#:egriire lent is 1FR17jT 'active 105 vF or ch li»d t-'yids F_' Nni riot apptrcable. 212 929 0100 ti More 55 YF are insui sti d to zt• 134�'t(}�n iva)9r O'd.Tt Applir t:xtr- _ 40341 Froro7tion of iny;lotinn ran HVOC ®.nmplir4 Exceptoon:#.eq nsPmertt Is IFO.2411 piping 0x.4ob t txRapplsnblH- NYSTROM RESIDENCE - BARN 4i ®Vn pisx.wryatstrn•_ ®um Apv irn:s 1815 KING 1 N+ irrpct ITeer 1} 2 "e ,un+impact tTPer 21 3!Lotr im ace(Tsei it t 1H:'h to*iIIatt ilEer 1y � r2 Med Um Imuand7iar t�31i oty Impac Qlier 3€ STREET, h ORIENT,NY 11957 Proleert Title 1815 A n'ng St.Barwl UncondIticnea BasemerI Report date: 10108/24 Project Title-1815 King St-Barn wl Unconditknecl 5asement Repnrt pate: 10108124 Para IElenamc: P090 1 of g Data rilenare: Page 4 of 4 PROJECT NUMBER:23006 GENERAL NOTES, RES CHECK COMPLIANCE CERTIFICATE CONTINUES ON A.056 BUILDING NOTES & ENERGY COMPLIANCE SEAL&SI DATE:06/07/2024 SCALE:AS NOTED DRAWN:EE G Gc��tn;,A l9lF O13151-\ OF NEB A055 ©Copyright Gluckman Tang Architects GENERAL NOTE: ENERGY CODE COMPLIANCE CONTINUED ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, Q ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED �Y TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE sect)cxt Settle" Plans v<rlt.eff IF v+trtfiett Settlta" Plaftst+ertfiad FJelrt Verified ti'" trans verified Pic+td veri led MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, Plans Veritted held Ve+rltled # tnxulation lnz nc#fore Compiles? CotoninnWA mum tiont # final to # Framing f Pougtnln tgspectlon \'8kee Velua IComp ltst4 Coenmcntt<.Assumptians P -aloe Value p P PCct"ttsn f rovixions vetoes t,arur tcmpiiea Ctrntmt txs fA cumpt€one it ranee tatappct}atf r•rov iiiona value Value Campeia kt Cnmmsrrcrp Aneurrrprtan a AQ &,A,Pq.res„ ,. _ Rs .si _ s1:!�'. DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN 3 1 elk inztn'iorf>rxulwNan rs lahaleA �:-nmpbex 'RQquiromgrtt watt ba mot 4rz2,1 1, CCi€�nri trstJl:+titrn R-VAIUe R-_ A- .O',nmpltex 5rr fete L+hsekrS+t',#.CStvrttr4k•t 4'�I.fs 1 Ali mre:hanic ai venti.atipn SY''r'n. om les Reg+u.gmr!nt wall ba met 4f37.s 3 .wat.water rape,are inr-nraied to It R ,_--, `Qmplixg ftoquireetent W01 br:met .� M•-• �� P CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 3FR181' ��-3. Doa-s Not i1N131a or t3 p inata'ieC Rwar k5 ❑x>"Not 4D2.2.1, ( vrc td i ttdond ITIDo.Nnt ta'Ne is"'da'^'es jrlmy tans not part of tested arm I>stecl : Qtkarc Not re ptovl9ed- p>+ Otr rr+raFir 402.2.2, [3 steel [ Steel x Cltrarrmhle rlvAc*truipmetrt weal efrcecy t MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, to OfdnC Oar create r 402.2.r, ' O O dc:Ot^rryat lr sONot Applicadde ❑`,,rf Apptitahfr Oil:C ApptiC lade mncs air tttrvr iitnit5 grrr7ahlq 4g3.6 Autamahr.orgragrtYaampersarC �r".ompiias Re iuir¢nen41`ri)bemFt -0Jd.l1, f3aor+nsc+anonlS-vats, it-. fS-__ OnmplirY SevttrE,..rKs, y�rr+c,',ea eFtlj i?a0g5.1 ®Ncit Arplra±�r FIRM,OR CORPORATION FOR ANY USE OR PURPOSE 10111 i+q;wtte,boilers sltppl'ying heat O.ompt e5 Exception:Requir=ment rs WHATSOEVER INCLUDING ANY OTHER PROJECT EXCEPT IFR191i installed on all outdoor air Orvr mot 402.2 6 O toad ®l and Otkxrs Not levee for v�L Ps aFt261' throurp o^e•or tr#o-p;e heating 303.1 1 t, Ceilm irsuhtinn Insto't s per `.nmpiies ticquir( n_nt will be met g . Otharc Not ;reef apptcable, intakes andrxhauits. iIN11 Q 5+ce+ Smci ptd�t tlt rvar�fr �€1 .2 man attvrers#nstructlons Otw s Not systems leave r utdcai setback Qtd�t Ctl�r#atilt . UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN Or{ AtirrYat>Jr tF ©Nat ApplicaWr :rE2' Blown lrvulxtiun nrarkerl a cry confect to tower bnilCr wr°er TANG ARCHITECTS. ONr�AppticatJ* QN-at Ouse tvah.* temperature based on outco r Ohio AFplirahEn ; ON.nAAp3l{rat•tr Additional Corments/Assumptions: 303 2,­+inor in5vtattoo;allow snsttlled Ptr 'nmpliez ;1,1224 �,2 3 vrntrrJ atiic>well)a:r rtr•ar: 4t33,°a.i i €+etttea water r+rculaton s t mg; w�.W;nmplr5 iexce ion:tin uirament i>, 4+?2.2 8 manutacivrers mstrucUons ara ©DO Not rr �mO:-nmpiies Excerption:Requirement is list Pt q ilNtl' in srastannai toritdcI with the MP msuiabon In-!ude bat"!(alocent ❑thaw llitt got applstable aFl$81� (rave a Cwcuaation fft,rap The Cksn Nnt :rest applicable. ur4Jf midtt of fte suttfionr,or f nor ®tdr t Dta r r rn 3r t4 soffit in'_1edVt'vents the sysse a reiurrz p,v€sad Ct aotrd t, ®Nn3 Applicable extends over tabulation O+dA Appi ral le retum pipe err a cold ttxtr:r sla4mly: Q#d,.OtpIirri!;frr t:a nt,r�r pv!`.y InSUfdtifln,5 hn contact w4h tl•e top side of ONett APPRrai•iw :,pipe.Gravity art thernros- ONcK Al:plira:,€r t«hristhing or rfmtnunl+s Attic,access hntci and=v A.____• A- p.nmrilic"i ,Rorlilirerrrent will be met •xyssnw t•rc�-rtirst§cytc.,m�ate 1 ,nSUlahtYt is ln:>ar€ed on the ;fir• +n6niattd.rt c¢-values Of',ne Oi>rs Not rxat prr^.rrt.fnntrniz far NO. DATE SUBMISSION o naierciao or tlnae r,are.rn ant ad;aeeni asterrbl•. purulabnrii hot water system ' eXferrdr,true,tom.bnttrxn to tie - ' ,Otd�`atr:rnts'.:r. rr st�-t e pump tell+^5;g.,ai: 6/7/2024 BLDG PERMIT ®Not Appliraabin ter hot water dnmandwithor the ; tap 2#all pprme"er floor tramng _. members. 4�2ri,1t Blowctdaortest,9•58na '-5 ACH5d� ACt-50m ;:amplirs Aegnirerr+entwilibcmet. actumaut lytur 0 1 10/11/2024 DOB AMENDMENT 1 out rat tulle turn orrthe Ixtnnp , 110A 1, i'tar•I 9MU16tion H valise,If thin is a k- H• O nmplie% St the£,w8+ajoe h'>t�,Ptr-! 1111711 ach 41 Ctr=nate Zones 1 2,an 1 Ot rAn Not I when water 19 in rirailatkn loop ; 02.2 5, 'ma=_s wail with at least 44 of the [3 wood 'O wand dears Not railer ear asusab -c-3 ach zn Ciirriate Zulm 1.8. Qttet OsKrrwfl.ir tsat set-paint temperature and •1ri1.3.6 :wall ine.u'rtit7n der tho wall O Ma55 =O Mass ❑`.3t 0b%rTVa:.ar ONit Applicakh, Mb denatxl for hot weer el,6tts IiN311 COonrIr,the CttVrinr,n5rd9tics3 StrN stair �.�y 403,ta 1 2 i inrtPi;heat trace 6 t4 n5 nm I¢5 Exce lion:HCquirq v Cnt i5 r uirement applies RRI01 did^d APp!tra..`r, o'Ki'Ji outrs are pr+'•c,urc to seen 0 em,inu cf•n,,lim Lal:.amptie% Exception:Requirement is y`- 0� P p 1" iH27j1 determine a r leakage vith t:t Qi7 i�Niit r�t apptacable afMfl corWl will)IEEE 5151 or LrL Ot Not "riot appPcable. _ __ rAher-Rini tin tr€.t:7utal 515.carltrols aut mlakaily r� t p (3rJ aY Cttsr rrnr:rr 'tt'Okoya rs,re-K+^+rJ will o 13N A Okae rVaOOrOr od;€edt the Cnr input to theio3 2 LKea'I t^suiration is,instal em per tvi..umplies .Aegiurr�Cnr w4l bt'met pressure d1herenrial 00 1 rich Old at Appfir,ae:r treat tracing to maintain the Otdat ApNirahs :IN4jg rrrnn,rtartierpr't,rctnirtinnr. Ot:+n,+ Not ra.g.arenas the desired water ternpeiature in the E)Nrr!O:vservatsv the manufntturr•'s Air handier pipinrje�t' dNn:At�Pliraole enclosure i°installed al aFrrt?or 4€1}.x 2 t}r,m;5fld r�PcrrcV lahnh^tearar �m�'.nmpi rr Excepiion:HCqulr?rtrfnt is test.Postconstructwn test:Total - lFi0p systems have immrols that OClrr,•s Nat W.applKable Additional Comment5lAssumptions: re.abnpw mP.. ,r. t mat a mlanace lowatitm rat.he vu"'Jo QtJat Ott sr>v+ sr ; pressure differential of0 I nth 4r 11,m,'t the tempera,ire of the ; w.q,across the emire system water?ntertng the cad water QNrt Arphrebie intwding the manilratturea s Mir •pipinq to.e=104'ar ' .rarvi€er LsKbsatr'f° .'ttli.5 4 L.irain water heat recovver, un,ts .,,,A.,..�.... ,rim los exception*Re ul-,ment+5 C :4t?3.3 4 .14-rt hgh^ness€-1 rc ,it tk<-4: cfmll00 CIM11,00 :.omplies exception!Hnquirerient is aFi31} tested in accordance With C5A D€kses Nat suaz applrtabia_. C ',Fr4I' rtrinnil ft?armt=thpayttzm or: 'f'r�'..� H 'b ':OtSarrs rant rtx;innra-ahla B55,1.Potable water ilde e=3 cf aialrag ft2 rait'x:i ai QNnr O vc:.r ym5,ir9 los of dratm walpf t alit t•.amEFirr 2Y,25 Pn.For rough-m ,recovery un is<3 p5 for ON-it Applicable .tests,venfieation may^teec to QhE^t Applitat,le indivi,trat units Canfieted Co one 'ect dorm Fran7€nq hi%niun. 5ar twos.J,:^,'Derr. Patatir wrote*- d e"lvikr"`-dovu `-br "�" side p essure loss of dram water 4t?S33.t ,Airhnndiar!^.tka�;rdtrrgn:trrt �nmplicx Excesptkrn:Acqu+rcrtt+ntls Syy1F12414 by rnai,,A.aa-tiirnr at<.7r::,of OAa�«e root 'aa,t apink"hip "at r,cV.ery units 2 psi for design a,r f1,,w. ctrii ral ones toner.trfailto QN Ot�,r•rvaxa4e' _ three or more shower.. ONnt Appllrflt,r 4p4.1 '90"rs o'more of pCr nent :.nmpiars €4Di 1 1 wogrammute theernmtats b:ompiicS 'Aequl�rment will be met :Flip fretuies have fr€gh e'fl:acy lamps ' df3asrs Nat iF1911 installed for control of prinary ODnm Nat ONnt hedimq aridcool:ng sLyneyits And 1 Qf>^.rrvasirtr ir.il014 set by rnintifaO,Erer MA_Tplirgty4r a code t €ifJrat n ONrt Appfi,irlev 4PJ1,1 1 fuel gas€€ghrr c2 Systems have µ nmpirti Exceptions Requl»mans is I 4Db ,1H2 Hryt pump thermostat installed M •. µ rnmplies Aequirttmen4 seal be met ;PiV no cont nuous Pliot li4ht, Otis Mat trot apptrtable C iF€iD)r a heat punfrs. ODi•rs Nat a t Qtd i?Ot,rrvnt e' Qst-°iitase°rgat�tr. Otrsa A.Fnlirat4c Oyat Apiturat x 491.3 Compionce cenitirate posted O:omptes Requwarnent will be met 403<4 1 .Cirrulat'ng sereerp hrttrraty O;;omplins >=xcelstlon:Requirement is lft7la Orders Not $Fill#' Sysferl4 haxe autornatc or Omer,Not -rtaai apo ksible. Otim O-Arv-1rr,, ac triSxbte rsanuat conU<ts. QNot O:nrrgm>rr ONaB: A pphraf>ir ONot Anphrxt 4^ r.. .. ... .. .. ... .e................... .-. .„. �^: .. « .. ..^T Im a; l?r 31 C 1 tHF h imGatt Il ter 1} 2 tilled u 1i impar°gTler 2r I 1 Law Impart tiler 3 i 1 H,qh trtpatt{Ter 1} :TMe i-um tnnrart(Ter 2t 3 Low Imi act filer 3t g i`i q impact IT ier 1} (2 Isied um ?2 Impact{Ilet y 3 yLory Impart(Tier 31 1 s1lMrthirlaa.tjT,er1} 2 kiumimiact e_2t3 r! f? ..�......w. & i... ... t t. i�. t t t.>... Project Title:1815 Kr^ig 5t-Barn wJ Un€onclitinnect easement Report(late: 10J03P24 Prowl:Tite:I HIS King 51-Barn wi t.ncnnamone(l Basement Report hate+: 10.r08124 Project"itie:1815 King St-Siam w'Unronditionerl Basement Report(fate, 1010V74 Prrjert Tltie:18y5 King 5t•flare wy Unrrrncitiran€d iasement ^0.R'art crate; 101"124 Data filename: Page 5 of 9 Data tilt name_- Page 6 of g Data flifname: Page 7 tf 9 Da,a tiienamp: Page S of 9 CIVIL ENGINEER: jD Plans Veritio d Field vedlihod # Fur of tnsf,ectio s Provisions Value Value {Csnpliexl' ts,rAesurnpria-toe n C UNG ASSOCIATES 303.3 Manufacturer manwnts for G:.ampiie% Requirement w'+A be met 400 OSTRANDER AVENUE lrtltt)' mecnanical aria water nearing Otis Not o Efficiency CertificateRIVERHEAD, NY 11901 iy51rtri5 have irrcrt ptoYiJr.0 °dot fkASCxV'Atbe; ofiot Applicab� [�J( 6317272303 Addttiona#CommerrtslAssumpthns: STRUCTURAL ENGINEER: Above-Grade Wall 21-OC Below-Grade Wall Ci.00 Floor Moi: EVAN AKSELRAD ARCHITECT ENGINEER Ceiling i Roof 49-ttK 860 UN PLAZA Ductwork(unconditioned spaces): --.--. NEWYORK, NY 10017 917 6$9 0301 Window Door MEP ENGINEER: ffewting syettent: DILANDRO ANDREWS ENGINEERING cooling system: 158 COUNTY ROAD 39, SUITE 10 Water Heater: SOUTHAMPTON, NY 11968 Name: Date: 631 259 3959 Comments ARCHITECT: GLUCKMAN TANG 250 HUDSON STREET, SUITE 306 NEW YORK, NY 10013 212 929 0100 NYSTROM RESIDENCE - BARN 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 1 IHiph impact IT er 1} 2Med• nt Impact STiCr21 a 3 ILow Impact(Tier 3i S Protect Ttie,1815 King St-Barn wt UncontlitiorwC Basement Reportdale: lQ108,24 ENERGY Datahienarri Page 90' 9 COMPLIANCE SEAL&SI DATE:06/07/2024 D ARC SCALE:AS NOTED DRAWN:EE c `- ������ �,A F 013 7 51 A y0�� of NEw A056 ©Copyright Gluckman Tang Architects GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG I \ I 60'SETBACK ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, I \ 60'SETBACK I \ DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM,OR CORPORATION FOR ANY USE OR PURPOSE \ \ WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT I 4 I 4 UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 I A260 TANG ARCHITECTS. 6 A260 6 I \ NO. DATE SUBMISSION A260 HOSE BIB 6/7/2024 BLDG PERMIT 1 -10 20 0 CONCRETE PAD 12 ° 1 10/11/2024 DOB AMENDMENT 1 10'-5" (BY POOL VENDOR) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ r - - - - - - - - - - - � I I GFI I II I \ II I I \ I I I I I I I TYPICAL FLOOR ASSEMBLY ' I TOP TO BOTTOM: I I M 3"CONCRETE TOPPING SLAB ' 1"DEEP METAL DECK UF1X-24 GAUG 12J16 STEEL JOISTS 16"OC I I SCREEN i l I OVERHEAD DOOR —► c� I I I 1 o w I I o CONCRETE PAD I ; 150 i ; o STORAGE I I o 19'-10"x 18'4" I I I I I I 1 l i OPEN TO 251 I BELOW STORAGE 19'-9"x 8'-9" I I NON-CLIMATIZED I I I I SPACE I I I r� EDGE OF II I CLG ABOVE I I I Q I ED II I I I " I I I FI c I I o ( � o o I ALI o M = i .\ ALI i M 1 2 II I iF 5 2 I 5 A260 I ; I A260 A260 I ° ZD A260 I N CIVIL ENGINEER: I I I M = EDGE OF CLG ABOVE I YOUNG ASSOCIATES 400 OSTRANDER AVENUE N I i i i RIVERHEAD, NY 11901 631 727 2303 151 I II STORAGE I l i 14'-7"x 18'4"I i STRUCTURAL ENGINEER: I EVAN AKSELRAD ARCHITECT ENGINEER I 250 `t l I I I 860 UN PLAZA I STORAGE M I I I I ( I , I I NEW YORK, NY 10017 OPEN TO 14,7^x 8 11" I ROOF ABOVE I i 917 689 0301 20'SETBACK _I I BELOW MEP ENGINEER: I - - - - - - - - - - - - - - - - �I I I I 152 'SETBACK ' EQ EQ I WC 20 b DILANDRO ANDREWS ENGINEERING ; 2-8^x7-7" ; 158 COUNTY ROAD 39, SUITE 10 I . I II I SOUTHAMPTON, NY 11968 GFI GFI 631259 3959 I I I Q l i i o I I , ARCHITECT: ROOF ABOVE BIFOLD DOOR I s'_ -1 - - - - - - - - - - ' GLUCKMAN TANG I (DOOR OPENING) 250 HUDSON STREET, SUITE 306 UTILITY SINK,DRAIN TO DRYWELL NEW YORK, NY 10013 I OUTDOOR SHOWER,DRAIN TO DRYWELL I I12 929 0100 Al1 WOOD DECK NYSTROM RESIDENCE - BARN I I 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 I 20 -0" FLOOR PLANS - LEVEL 1 & 2 I SEAL&SI DATE:0610712024 1 SCALE:AS NOTED A260 I A260 \�jy�j DRAWN:Author PROJECT N I I TRUE N !ti Y FLOOR PLAN - LEVEL 2 FLOOR PLAN - LEVEL 1 0 4' - 0" 8' - 0" 16' - 0" lr a 3751- Al 50F N�� Lcl Copyright Gluckman Tang Architects GENERAL NOTE: \ ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, \ \ \ ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED \ I \ \ TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG \ \ I ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE \ \ MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, \60'SETBACK 60'SETBACK DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN \ I \ CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE I \ \ MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, \ \ \ FIRM,OR CORPORATION FOR ANY USE OR PURPOSE \ WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT 4 \ \ I \ UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN A260 \ \ \ TANG ARCHITECTS. \ 6 \ 6 \ I A260 \ \ A260 I \ NO. DATE SUBMISSION 0'-6" 22'-8" \ 6/7/2024 BLDG PERMIT \ \ 1 10/11/2024 DOB AMENDMENT 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � I i � I i i I I i 050 � i STORAGE i SLOPE2:12 BARN BASEMENT FLOOR OIL -s'-0 6"SLAB ON GRADE I I 3"COLUMN i REF.STRUCTURAL DWGS — — — ELECTRIC PANEL c, 2 A260 I A260 i Ii 3"COLUMN I _ _ i i REF.STRUCTURAL DWGS i CIVIL ENGINEER: 2'x6'FOOTING. YOUNG ASSOCIATES I , REF.STRUCTURAL DWGS 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 631 727 2303 I � � STRUCTURAL ENGINEER: EVAN AKSELRAD ARCHITECT ENGINEER I ; ; 860 UN PLAZA NEW YORK, NY 10017 I i i SLOPE 51/2.12 917 689 0301 20'SETBAC i MEP ENGINEER: 20'SETBACK _I i i I ' ' DILANDRO ANDREWS ENGINEERING f ; 158 COUNTY ROAD 39, SUITE 10 ' SOUTHAMPTON, NY 11968 _ � 631 259 3959 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IARCHITECT: 20'-0" GLUCKMAN TANG 250 HUDSON STREET, SUITE 306 I NEW YORK, NY 10013 212 929 0100 NYSTROM RESIDENCE - BARN 1815 KING STREET, ORIENT,NY 11957 PROJECT NUMBER:23006 BASEMENT AND ROOF PLANS 1 SEAL&SI DATE:06107/2024 I A260 D Al�� DRAWN:Author NOTED - PROJECT N n � t�� ��„ TRUE N 0 9 2 ROOF PLAN BASEMENT PLAN 1 1/4" = 1'-0" 1/4" = 1'-0" 0 4' - 0" 8' - 0" 16' - 0" QF75,��.w �4 A 15_1 (c)Copyright Gluckman Tang Architects TYPICAL ROOF ASSEMBLY OUTSIDE TO INSIDE: TOTAL ROOF R VALUE=50 GENERAL NOTE: EPDM ROOFING MEMBRANE ALL DRAWINGS, SPECIFICATIONS, PLANS,IDEAS, ADHESIVE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED 1l2" SHEATHING(R TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN TANG 6"RIGGIDID INSULATION 6) r BARN ROOF PEAK ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE ICE AND WATER SHIELD 26)D ®J — — MADE IS EXECUTED OR NOT.THEY WERE CREATED, EVOLVED, 2X12 DIMENSIONAL LUMBER JOISTS 112"OSB SHEATHING(R 22 - � DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE 51/2"MINERAL WOOL BATT INSULATION(R 23) MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, C1(1/2'PLYWOOD) T.O.ROOF FIRM,OR CORPORATION FOR ANY USE OR PURPOSE +22'-0" 2 RISERS @ 7.75"=V-31/2" WHATSOEVER INCLUDING ANY OTHER PROJECT,EXCEPT CODE MIN R-VALUE FOR ROOFS:ATI MIN.R-18 TO BE EXTERIOR INSULATION 1 TREAD @ 10"=10" UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN d o o n TANG ARCHITECTS. BARN UPPER FLR 10' -- 311/211 METAL DRIP EDGE BARN LOWER FLR CONTINUOUS SUBSURFACE BLOCKING ® 9' - � NO. DATE SUBMISSION 6/7/2024 BLDG PERMIT 1 t' 0 10/11/2024 DOB AMENDMENT 1 SOFFIT(MATERIAL TBD) BARN MAIN FLOOR 1 �J Of - off -::7::: 7 BARN BMT FLR TYPICAL EXTERIOR WALL ASSEMBLY �J � OUTSIDE TO INSIDE: _91 _ Of I I I I I I I I I I I I I I I I-- I I—III—f I IIII—III—III—III—IIIIIII I I I TOTAL WALL R VALUE=R23+8 EXTERIOR VERTICAL SHIPLAP WOOD SIDING,SEE FINISH SCHEDULE(R 0.8) NORM-0� SECTION 1X FURRING,DIAGONAL v 1/8" " Ll 2"RIGID MINERAL WOOL INSULATION(R 8) SELF-ADHERED VAPOR PERMEABLE WEATHER BARRIER 1/2"OSB SHEATHING(R 0.8) 2X6 WOOD STUDS WITH 5 1/2"MINERAL WOOL BATT INSULATION(R 23) W1 (1/2"PLYWOOD SHEATHING(R 0.6)) TYPICAL FLOOR ASSEMBLY TOP TO BOTTOM: FL4(5/4"ENGINEERED WOOD FLOOR) 3/4"SUBFLOOR 2X10 DIMENSIONAL LUMBER,REF STRUCT.DWGS 1X2 FURRING C1 (1/2"PLYWOOD SHEATHING) 6 A260 BRN ROOF PEAK T.O.LOWER LEVEL ' - 0" +9'-0- 10 --- ------- --- 2x10 JOIST,REF STRUCT DWGS WOOD SCREEN TYPICAL FLOOR ASSEMBLY — FOR VENTILATION TOP TO BOTTOM: V BARN UPPER FLR — 3"CONCRETE TOPPING SLAB ®7 1-1 y - 1 3 /2" CIVIL ENGINEER: 1"DEEP METAL DECK UF1X-24 GAUGE 12,1116 STEEL JOISTS 16"oC BARN LOWER FLR YOUNG ASSOCIATES IqJ 9' - 0il SEALANT.BACKER ROD,AND COMPRESSIBLE ��� ` ,' '� �' � ' � FLIP UP SINGLE 400 OSTRANDER AVENUE FILLER AT SLAB EDGE,TYP. PANEL GARAGE DOOR RIVERHEAD, NY 11901 OUTDOOR SHOWER 631 727 2303 2'-0'oc BARN MAIN FLOOR � ENCLOSURE — STEEL TRACK "� 0 - 0' STRUCTURAL ENGINEER: SE F-ADH R D F s IN Q EVAN AKSELRAD ARCHITECT ENGINEER METAL FLASHING GROUND FL 860 UN PLAZANEW YORK, NY 10017 o 917 689 0301 GRADE -0'-6" n ELEVATION - EAST ELEVATION - NORTH MEP ENGINEER: 3/8"BUFF COLORED PEA STONE GRAVEL FILL — �- 1/8 - 1 0 U 1/8" = 1'-0" DILANDRO ANDREWS ENGINEERING — 158 COUNTY ROAD 39, SUITE 10 _- CEMENT PROTECTION BOARD SOUTHAMPTON, NY 11968 _ OUTSIDE TO INSIDE:3"RIGID INSULATION(R 12) 631259 3959 ' _ = WATERPROOF MEMBRANE DRAINAGE BOARD ARCHITECT: CONCRETE FOUNDATION WALL REINFORCING#4 BARS @ 18"OC GLUCKMAN TANG Ii —I I (REF STRUCTURAL DWGS.) • " — WATERPROOF MEMBRANE 250 HUDSON STREET, SUITE 306 3"RIGID INSULATION NEW YORK, NY 10013 212 929 0100 EPDM ROOF 6 NYSTRO M RESIDENCE - BARN VERTICAL T&G BOARD SIDING A260 BARN ROOF PEAK• I— I I EARTH BACKFILL 22 - 0° ORIENT NY 11 1815 KING STREET, —I I INSIDE TO OUTSIDE: 6"CONCRETE SLAB,REINFORCED WITH WWF,REF STRUCT DWGS. PROJECT NUMBER:23006 VAPORIMOISTURE BARRIER • i I I I I- CRUSHED STONE BACKFILL,REF STRUCT DWGS. = GRAVEL INFILL EXTERIOR •. ,• to SEALANT.BACKER ROD,AND COMPRESSIBLE BARN UPPER FLR_ .• � 10 ELEVATIONS AND - 31/2 FILLER AT SLAB EDGE,TYP. BARN LOWER FLR � BUILDING NONSWELLING WATERSTOP I%a9, - O,1 �� , BIFOLD DOOR _ -- PREFORMED WATERSTOP AND KEY GROUND FL SECTIONS ��- ,-«:�• .a :, •- ai -9'°. OUTDOOR SHOWER ENCLOSURE 4 - :' •. >• ` SEAL&SI DATE:06/07/2024 .• f as• _ C!E , , — OUTOODR COUNTER AND SINK �,` Ep gRCy SCALE:AS NOTED BARN MAIN FLOOR _ �� \Q O O DRAWN:Author — F' • •• ;� � ` I 11 4"PERFORATED DRAIN PIPE W/12"OF 3/4"- -'r• ✓���� 1 112"GRAVEL WRAPPED IN FILTER FABRIC -�• - _ _ CONCRETE FOOTING.REFER TO STRUCTURAL DRAWINGS TYP WALL SECTION �ql �13157'1 3/4" = 1'-0" n ELEVATION - WEST n ELEVATION - SOUTH � _ _­'_*_­__­__­__A260 1/8 - 1 0 1/8 = 1 -0 OF N�`� L�Copyright Gluckman Tang Architects