Loading...
HomeMy WebLinkAbout48192-Z N52000'00"E 50.00' INDEX OF DRAWINGS: Cherico King Architect, P.C. Architectural Design & Plannin 1 . T-001 TITLE SHEET, PLOT PLAN & ZONING ANALYSIS 36-06 37th Street 2nd Floor ------ 2. D-001 EXISTING HOUSE DEMO PLAN0` ,� Long Island City, New York, 11101 ----� -� 36'X36'X6' '_ _ - _ SLAB WITF 3. A-001 FLOOR PLANS: (BASEMENT, 1st & 2nd FLOORS) _ _ ` �� _ - - _ _ - 0 _ W1,4XW1.4G - - _ _ - 4. A-002 ATTIC/ ROOF PLANS & DETAILS - -" `� �� _` _ _ _ _ -- - _ _ _ _ �PPfl01�E0 AS NOTED Tel: (718) 392-0078 E-mail: Cherico@ckingarch.com FCD 5. A-003 ELEVATIONS _ _- � ''�'� O - �"1 - � DA�'�' 8•P•� REV.NO REV.DATE DE 1$` -Q" _ SCRIPTION POOL r-. Qi 6. A-004 BUILDING SECTIONS °�'6t•2 '�=' '>u BUILDING F � ao.abgw o r NOTIFY 1 04.26.2021 ISSUED FOR PRE MI BACKWASH s ' DW Pool .� N 7. A-005 WINDOWS & DOOR SCHEDULES, WINDOWS SPECIFICATIONS. NOTE. a NARY REVIEW COI o J _ - 63f 765.1>�02 @AM TO 4PM FOR THE © . `- / r A �� v� `, PROVIDE 4 -0 HIGH FOLLOWING INSPECTIONS: 2 07.10.2021 ISSUED FOR ZONING REVIEW o PROPOSED STONE 8. A-020 GENERAL NOTES & HAVC SPECIFICATIONS. �, ' ,t ' <<, ��_ _ � `�� t. FOUNDATION-TWO RECULRED FENCE POOL PROTECTION r ?;► .-- PATIO ON GRADE _ ��� ( 9. A-030 ABBREVIATIONS & GENERAL NOTES. �_� >� � 10 8' o � ,� ' FOR POURED CONCRETE 3 o6.os.2o22 ISSUED FOR DOB REVIEW 10. P-100 SANITARY SYSTEM DESIGN 2. ROUGH-FRAMING 8 PLUMBING DW i Dll� I P O aJ�� ROOF DRYWELL ��a � ,;�� � 3. INSULATION ROOF DRYWELL l I III 11 . P-200 PLUMBING NOTES & SANITARY RISER DIAGRAM o � 'i� 4. FINAL;.J W 1 .� 8E C�PL.�TE SOH C:�. 12. EN-1 ENERGY ANALYSIS 1 OF 5 E,60. E1.6293' ,, 3 ' ( ) �� --��-=�_ =� �= - �'s 1 ALL cd'bi lJeTi6N sk&L gut-EEt THE `-- - o a REQUIf�EIIII�NTS�F1FlECODE30FNEW {I UP 13. EN-2 ENERGY ANALYSIS (2 OF 5) b ou ,� PROPOSED STONE ,b� _� �o� APPROXIMATE LOCATION Via, -PATIO (ON GRADE) ' o ,� YORK�STATV- Wdit R SF'O�V383LE FOR 1 I OF EXISTING HOUSE 14. EN-3 ENERGY ANALYSIS (3 OF 5) EL6a23' 11 TO BE DEMOLISHED 15. EN-4 ENERGY ANALYSIS 4 OF 5s'=o" 32'_0°' ,'�-o DESIGN©bs�iRs II \ ( ) EL62.93' EL_62.93' PROPOSED II 16. EN-5 ENERGY ANALYSIS (5 OF 5) -------' TXY 15 BEDROOM 2 STORY 17. S-1 FOUNDATION PLAN (by JOSEPH FISCHETTI, � _ PE) CONCRETE PAD I FRAME HOUSSt ' FOR AIR PUMP 7ST FLR ELEV.=64.0' ++ APPROXIMATE LOCATION 18. S-2 BASEMENT, 1st & 2nd FLOOR FRAMING PLANS AND CONTROLS OF EXISTING CESSPOOL TO 19. S-3 ATTIC & ROOF FRAMING PLANS, STRUCTURAL DETAILS �� C.O. IN BE REMOVED. 20. S-4 STRUCTURAL DETAILS (by Simpson Strong-Tie) - , 11 w:6.1 z _ J� PROPOSED i; I BASEMENT Y 21 . S-5 STRUCTURAL DETAILS b Simpson Strong-Tie)Tie y� 2-STORY FR' ME ELECTRICAL �-•�� TEST ( y p g ) j ' 1 o CONNECTION IN HOLE __HOUSI--_ vim: OFPEXOISTINGEHOUSE TION CONDUIT PORCH b uP (Footprint= 1,616 sf) ? �' TO BE DEMOLISHED GARAGE GARAGE G. FL= 54.92' ( ) VENT LINE FL= 55.0 V CONCRETE CURB INDEX OF DRAWINGS EL AIR LIIVE . O up � 'f aHYDROACTION Bal6i�Beach Lodge E AN500 o t APPROXIMATE I E :k , / r,.. N n.54.5 - LOCATION OF D-BOX ry.• 52`: ';M1"•.-„�''' UG ELECTRICAL Eaifie 1 B;each Park' *EL54.65' SERVICE 1.0FROM ., r EXISTING UTILITY _ APPROXIMATE LOCATION POLE I PROPERTY LINE r p� , r - - - - - - - - ;E v�a�v�,,F� ,rivY�si,e I EXISTING CESSPOOL PROPOSED U TO BE REMOVED. . _ Pais:C?�SLrECt m LP :6,Q•. WATER SERVICE LP 75. ' � c� ° APPROXIMATE • • SIN„c MtN.'.�.• �r {GRAVEL) Matlitu�+ Fish0nc sla7ir n LOCATION OF [2] 8 Dia x 8 Deep I - r�. .•. Leaching Pools W/$ Y 2fi�Mlrianti Rd, M V, .,.� °tt���k 11g � iatttuc! EXISTING UTILITY 52 _ - All ideas, designs, arrangements and plans indicated t EP - -- - - or represented by this drawing are owned by and TRAFFIC COVER W/ 5 c�mn�i�l D��k 4 POLE OVERHEAD - - - - - - - - `' ti the property of Cherico King Architect, PC. and were heavy duty cast iron covers r I �+ LINE. created, evolved, and developed for use on, and in - / .�. 1 t� pn,�s Rd min. 601bs. to grade :E...%...: •. I , tion 0 ��� �a«���L � connection with the specified project. None of such �_ I W s+�,� Nick&Lupe tiwt.mika �' V ..` (REPLACE WITH NEW ideas, designs, arrangements, or reproduction of `-f ��` UNDERGROUND [1] $Dia x EI'Deep ASPHALT E W - ,, (GRAVEL) N plans shall be used by or disclosed to any person, � M, stray° aY eh►.Cen1(- ELECTRICAL SERVICE Expansion Pool W/TRAFFIC O r-- DRIVEWAY '''' ilcb� firm, or corporation for any purpose whatsoever COVER W/heavy duty cast iron © E / ,�;,, Baa°� TO THE HOUSE) 1 I . i' without the express written permission of Cherico o �' King Architect, PC. Written dimensions on these covers min 60lbs. to grade. THIS OC Cr ; / " 0 Coop e�rFsims K drawings shall have precedence over scaled POOL TO BE INSTALLED WITH E 9 Ch 0, , /48 ,;+ I M �a ,> dimensions. Contractors shall verify and be OTHERLP Z I / �` I 50 responsible for all dimensions and conditions on the E job, and this office must be notified of any variation ' 357.48' , from the dimensions and conditions shown by these E- - ` - t _ drawings. /� Transfi uration of Christ - - S '00'JW 50.00' ^ Greek Grthcdox Church tltil!F ad preserve R t�N air !' � Q) A% ns@lir APPROXIMATE `� h R '� V1611 ___________________�-------------------- -- ---- -- ---------- / C: Appcant of record has up lirvis on ed for of construction tand een re ainProgress LOCATION OF EXISTING / 5 - UTILITY POLE W The t3 sis t tot"st c1; < gar;The,Rall ���v�v �� r * ��� // inspection. ASPHALT APPROXIMATE LOCATION / 'dd �� AREA MAP �� .� This Ian is approved only for ¢O pF DRIVEWAY ,f,\\ p pp y work Indicated on the OF EXISTING WATER MAIN. `t,d,Cn R�GN APPROXIMATE ��� �s application specification sheet. All other matters (PROVIDE NEW 1-1/4" / p��`� LOCATION OF EXISTING `` 48 �� `�s�o0 shown are not to be relied upon, or to be UNDERGROUND WATER p `i�d z considered either being approved or in accordance �5 2020 RESIDENTIAL CODE OF NEW YORK STATE UTILITY POLE & with applicable codes. HOUSE) ERVICE TO THE 2020 PLUMBING CODE OF NEW YORK STATE OVERHEAD LINE. 357.48' MAIN f ' _'' ` � " pp 2020 MECHANICAL CODE OF NEW YORK STATE UNDERGROUND(REPLACE WITH NEW ELECTRICAL SERVICE ' ENERGY CODE & RESCHECK (2018 IECC) TO THE HOUSE) ' APPROXIMATE LOCATION �Oaa SITE PLAN OF EXISTING WATER MAIN. '�'(� PROVIDE NEW 1-1/4" 'a�8�-�� R\GN APPLICABLE CODES UNDERGROUND WATER ' W��� P �GjO PROJECT ADDRESS MAIN SERVICE TO THE HOUSE) W Constantine's Residence , ZONING 275 Miriam Road, ADDRESS: 275 MIRIAM ROAD, MATTITUCK, NY 11952 Mattituck, NY 11952 LOT No. 1000-1099.00-01.00-028.000 DRAWING TITLE SITUATED IN MATTITUCK, TOWN OF SOUTHOLD SITE PLAN SOFFOLK COUNTY, NY T-00 SCALE: 1/16 = 1'-0" SITE PLAN LOT AREA: 10,500 SF (0.241 ACRE) 280 ATTACHMENT 3 SEAL&SIGNATURE PROJECT No. f TOWN OF SOUTH�OLD - , C K21-016 BULK SCHEDULE FOR RESIDENTIAL DISTRICTSCLIMATIC AND GEOGRAPHIC DESIGN CRITERIA :;Y. 1�GIsrF ` RAWNBY MINIMUM REQUIREMENTS FOR 1-FAMILY DETACHED DWELLINGS: (PROPOSED: 1-FAMILY DETACHED DWELLING) 4t G"ERS �9 C.K. LOT SIZE: 10,00() SF (EXISTING LOT SIZE. 10,500 SF) CAI LOT WIDTH: 60'-0" (EXISTING LOT WIDTH: 50'-0") WIND DESIGN SUBJECT TO DAMAGE FROM �"`- D# o CHECKED BY LOT DEPTH: 80'--0" (EXISTING LOT DEPTH: 210'-0") GROUND d SEISMIC WINTER ICE BARRIER AIR MEAN �o �s ��' C.K. SNOW Speed Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL 168 ti FRONT YARD: 30'-0" (PROPOSED FRONT YARD: 101'-61I) LOAD° (mph) effectsk wind debris CATEGORY' Weatheringa line Termite TEMPe REQUIRED HAZARDS9 INDEX' TEMPI XORK DAT PRIMARY FRONT YARD: 30'-0" region' zonem depth 04. 7.2021 SECONDARY FRONT YARD: 20'-0" SIDE YARD: 15-0" (PROPOSED SIDE YARD: 9'-0", SEE ZONING BOARD APPROVAL) DOB APPROVAL& ATE DRAWING NUMBER` BOTH SIDE YARDS: 30'-0" (PROPOSED BOTH SIDE YARDS: 18'-0", SEE ZONING BOARD APPROVAL) 20 PSF 130 NO NO YES B SEVERE 48 MODERATE 15 YES FROM 2009 510 52.2 OF T-001 .00 REAR YARDS: 30'-0" (PROPOSED: REAR YARDS: 54'-611) TO HEAVY FIRM MAP (RIVERHEAD) (RIVERHEAD) • LIVABLE FLOOR AREA: (PER DWELLING UNIT): 850 SF (PROPOSED: 3,232 SF) sheet 1 of 21 MAXIMUM LOT COVERAGE: 20% (PROPOSED: 20%) NOTE: BUILDING HEIGHT: 35'-0" (PROPOSED HEIGHT: 35'-0") ALL DATA SHOWN ABOVE WERE RETRIEVED FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE AND NUMBER OF STORIES: 2-1/2 (PROPOSED 2-1/2 STORIES) LATEST DATA AVAILABLE FROM THE CLOSEST REGION. Cherico King Architect, P.C. U .Rlw Architectural Design & Planning �y LT „ SAF'' L Ij r ' 36-06 37th Street, 2nd Floor g Y� { f Lon Island Cit New York 11101 ✓� � ^ '°, Tel: (718) 392-0078 CAPTAIN I %IDD ESTATES E-mail: Cherico@ckingarch.com FILED, JANUARY 19, 1949 � MAP' NO. 1672 �s5 _ ) 4 REV.NO REV.DATE DESCRIPTION ITUA1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW TE � h k 2 07.10.2021 ISSUED FOR ZONING REVIEW .. r W 3 08.08.2022 ISSUED FOR DOB REVIEW TOWN OFUTH0LD r x SUFFOLK COUNTY, N.Y. .ga;gA¢•,5'fYSti• M'f"^w - e`7 - Y TAX MAP NO.. 1000-099.00-01 .00.028.000 r � t } L0,r 15 LOT AREA: 1 0,5)00.00 S.F. (0.241 ACRES DATE URVEYF.D: NOV. 6, 2020 ELEVATI NS REFER TO NA D8800 _ IvtoN•>ND. Feet b 0 -- . _.._ . . �. . _ . ._.._ . . — 00 — ' �- - S GALE: 1 INCH = 3 C FEET +DEC `� D,~ > 0 0.3w 0 23.baGM4 0 DECK OMPOSrM DECK O.BW m ' I TEST H C)L E (NOT TCD SCALE) +62.93 35.3' _ SHAWN M. BARF'C} : N M.S. 35.3 WALJ_f � E_T= _ — F- � DATE: OCTOBER 14, 2020 �� > � ��`TORY �. t�'SW �I _411 II G==a ., 1 4 1 C FRAME � � �G�� I I� DEMO EXISTING 1 -�1 : GLADE E1,EV.85.98 a I STORY & BSMT L__� C. �� I DYI ,JAI I 0 REeII3)~N � 1�.0 z I -- zm I1 FRAME HOUSE 13.0' 1I F-=i Q #' 7 T. ' ".11 INCLUDING 1 � �==� PLAT. I NG ITS I __I_____� I • 1 I1 FOUNDATION & Ik_zi 5' F,LFLL 492 11 FOOTING All ideas, designs, arrangements and laps indicated AF ' I IF=7 UPPf~I� F�1'�1, 1 9 9 P or represented by this drawing are owned by and F.F'Le$63 9 pa CII- ' _ II I�=� the property of Cherico King Architect, PC. and were m GE Q P- NII I created, evolved, and developed for use on, and in T S P MIXED SAND vv7l m � G.F'L��.73 [T!. � C=�1 I1 connection with the specified project. None of such 1 ,0 �` 0 It= II � ideas, designs, arrangements, or reproduction of GRAV�I, ► _——___. plans shall be used b or disclosed to an person, x P Y YP , 2 2.4 I firm, or corporation for any purpose whatsoever i without the express written permission of Cherico ar. � , ,�y BLOCK— SI King Architect, PC. Written dimensions on these f ' 6PI drawings shall have precedence over scaled • `'rL ; I dimensions. Contractors shall verify and be 1 77 CONCRE M - ` I responsible for all dimensions and conditions on the job, and this office must be notified of any variation NO WATrR ENCO UNTI;RCD � �?� �` `-— I from the dimensions and conditions shown by these m , drawings. 54 ,,.� i Applicant of record has not been retained for �� F�C�. � �` supervision of construction and Special/Progress Cry t:5' W LL 0 inspection. hl o o \ oI o N i N This plan is approved only for work indicated on the application specification sheet. All other matters shown are not to be relied upon, or to be PART OF LOT 14 �ADJACENT LCAT 31 � � � � considered either being approved or in accordance 52 — ter with applicable codes. FENCELML CHAIN LINK I — {J„5'W o � C ' a� -r tp < ?j � I 4 _ — _ � — — I '�"' PROJECTADDRESS 0 � Constantine's Residence 00 m - - ° �' I 275 Miriam R � 0 , , Road, o � I Mattituck, NY 11952 0 0 ��\�'6 DRAWING TITLE 00 m > 57.�'8357.48' HOUSE DEMO PLAN 50'-0" _ _ � 1 S5 0020011W LML -SEAL&SIGNATURE PROJECT No. PCI, -„ �'' REGISr� CK21-016 )D7WN BY CK � boa .� of wP o o 0,, , ,1L4V ?�,XGXAI of `C�a� \C R\GN -sti s KED BY �o� .11 K. \� K * J4.07.2021 E: W ` R 31,1111 *0 DOB APPROVAL&DATE DRAWING NUMBER D-001 .00 'S Sheet 2 of 21 EXISTING SITE PLAN Ty 1 D-001 SCALE: 1/16" = 1'-0" EXISTING SURVEY Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor UJ 2 1 Long Island City, New York, 11101 2 1 1 zA-004 A-004 z l A-004 A-004 A-004 A-004 Tel: (718) 392-0078 ,J J l / I I E-mail: cherico@ckingarch.com w 32'-0" w 32'-0" 32'-0„ REV.NO REV.DATE DESCRIPTION 9'-0" 9'4" 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW U P 2 07.10.2021 ISSUED FOR ZONING REVIEW .•e: r. ,r•,;.}<. Li 03 08.08.2022 ISSUED FOR �. — — — ..�:::: — — — — •.r.{ — — — —. —,;,Y s. ..� � — — — — DOB REVIEW - - - - - - - - - - - - - - - - - - --I I I 36" LOW WALL 36" RAILING 36" LOW WALL ' I Balcony UNEXCAVATED ( I I 2,-9„ 8,_0„ 1 -3 8,-0„ 1 -3 8'-0" 2'-9" » „ „ 4-4 6 -0 4-3 3 -0 4-3 6'-0" 41-4" EL.62.93' I I I _,�EL.62.93' rW 7� @ D4 D4 D4 � h wer „ I 12 5 1 _ 7 10 2 0 - _ 29'-8" ��:� � 19 I c.o DiningArea a r 7EN oBat MML\-4 7 l i N w 10 0 Recreation Room d© ° - o Y ° I Master CD (w1 (EL.@ 54.92 ) I� ° o I Bedroom 1 `" 1 I 1 '� hoover N J N 1 A-0 4 A-004 Great Room A-004 i I ho -- o D -004 � i W8 N r: UP r D12 0 STEEL ''r l I I Walk-1 E .54.70 I W I I �_�_� o _ I COLUMN W7 I N I ° Closet ;_0 I- I SD o ® SD -61--010-4T 4'-8 6 -6 11 -9 CD I I ® I 6'-0" I o I o o D11 f:- SD I 00 00 Laundry/ ® STOR. I _ o D W C�/ O py b N DOWN o o N I �t » 5-11"„ , : . Mechanical 0 ' �, Pant I 5 -11 12 1 i o 1 Pantry owd D8 � _ Room I `� I ---,Roo I W7 I W7 D a, r7 `� CD UP UP o D10 o All ideas, designs, arrangements and plans indicated _ , , _ Closet CL• or represented b this drawingare owned b and tor ••• I � I le tOr � � `v le tOr SD the property of by King rchitect, PC. and were I74 5 —1 - 1 6 —3 _ I 1 6 —3 CL. _ ® i' created, evolved, and developed for use on, and in �- '' ( D10 —0 � N C 4'-0'�i ° '— ' ho `� connection with the specified project. None of such D6 - I =; D10 D10 ideas, designs, arrangements, or reproduction of C) plans shall be used by or disclosed to any person, DO 1 SD I �:� I I ^I firm, or corporation for an purpose whatsoever I ® I D9 � g o D9 O Bath without the express written ermission of Cherico I o O CL. cam, O __ CL. , °m N Kin Architect, PC. Written dim i W1 ELECTRIC ,, W1 N W5 SD D10 N O SD % D10g drawingsprecedence ens ons on ese O I W10 dimensions. Cont acto sshallve over rand scaled HOT WATER o Bedroom #2 ® i �� i i y HEATER �, ;r, responsible for all dimensions and conditions on the Ga— rage I ``=: I I I Study SD D9 job, and this office must be notified of any variation I I .V I O APPROXIMATE (EL.@ 54.92 ) I ( N ® D9 PULL—DOWN from the dimensions and conditions shown by these ' ' 1 F.@ 63.92 drawings. �- LOCATION OF HOUSE I `; ( `�' ( ) r STAIR SD — — — Oo TRAP & CLEAN OUT 00 SD I EL.6 .0 ( '��'� I � • '�� I � I I 11'-6" 6'-7" ® o N 12$-5'p 51-01) 1-8", Bedroom #1 � �, Applicant of record has not been retained for IL - - - - - - - - - - - � � � I ) Guest Room _i C0 1 _I supervision of construction and Special/Progress :,. , inspection. EL.54.56'-- — I » W4, » » qV , I4-2 4-8 4-7 54 8 1 p'—g" 8" This plan is approved only for work indicated on the UNEXCAVATED a 10—5 application specification sheet. All other matters - , I o Roof 8 10'_9" 8" shown are not to be relied upon, or to be F -, I �———, I D1 considered either being approved or in accordance Roofed Porch with applicable codes. I I '— I I ------ --- 1 -7 -T EL.54.56 --" _ _ LJ __J W4 W9 19'-11" I 12'-1" $ ,> 5'-0» 4'-8" 4'- 1" 3'-0" 2'-5" 3' 9" 4'-8» 3'-9" 3 - 4-8 3 -9 -�- 2 1 TO LEECHING POOL & A-004 A-004 19'-11" 12'-1" 19'-11" 12'-1" EXPANSION POOL. SEE SHEET P-100 FOR I - " " LOCATION & DETAILS I 32 -0 2 1 2 1 A-004 A-004 A-004 A-004 UP 6'-0" PROJECT ADDRESS Constantine's Residence 1 BASEMENT PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN 275 Miriam Road, A-001 SCALE: 3/16" = 1'-0" A-001 SCALE: 3/16" = 1'-0" A-001 SCALE: 3/16" = 1'-0" Mattituck, NY 11952 DRAWING TITLE LEGEND ELEVATOR NOTE: BATHROOM VENTILATION NOTE: FLOOR PLANS: (BASEMENT, 1st & 2nd CONCRETE FOUNDATION WALL (SEE STRUCTURAL PLANS) 1. THE NEW ELEVATOR IS DESIGNED FOR A PASSENGER ELEVATOR . IT 1. INSTALL VENTILATION EXHAUST FAN IN ALL BATHROOMS. MINIMUM 75 ALSO MEETS THE REQUIREMENTS OF ASME A17.1 PART V. SECTION 5.3 CFM. FLOORS) NEW EXTERIOR WALL WITH 2x6 WOOD STUDS @ 16" O.C. AND FOR PRIVATE RESIDENCE ELEVATORS. CLOSED-CELL SPRAY-ON INSULATION 2. ELEVATOR SHAFT WALLS TO HAVE (2) LAYERS OF 5/8" GYPSUM SEAL&SIGNATURE PROJECT No. BOARD ON BOTH SIDE. LIGHTING NOTES: `,EGIS -� C K21-016 NEW INTERIOR NON LOAD-BEARING WALL (SEE WALL DETAILS) 3. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR FRAMING GUIDELINES. * R�G�SrF ` 4. PROVIDE MIN. 12" PIT FOR ELEVATOR. 2. ALL PERMANENT LIGHTING FIXTURES TO HAVE LAMPS WITH ANGHt� DRAWN BY ELEVATOR SHAFT WALL WITH (2) LAYERS OF GYP. BD. 5. ELEVATOR CAB TO BE: 36"x48" MODEL EFFICACY >= 65 LUMANS/WATT OR HAVE A TOTAL LUMINAIRE r�'. C.K. e 6. ELEVATOR CAB HEIGHT TO BE: 7'-0" EFFICACY >= 45 LUMENS/WATT. NS Z CHECKED BY 8 CMU WALL >s8 y 7. ELEVATOR SHAFT DIMENSION TO BE: 54"x54" � C.K. w1 WINDOW TAG, (SEE WINDOW SCHEDULE) DATE: 04.07.2021 D1 DOOR TAG, (SEE DOOR SCHEDULE) DOB APPROVAL&DATE DRAWING NUMBER O SMOKE & CARBON MONOXIDE DETECTOR (HARD WIRED) A-001 .00 Sheet 3 of 21 Cherico King Architect, P.C. Architectural Design & Planning 32'-0" 3-1/2» WD. DBL. TOP PLATE TABLE 3.1 (NAILING SCHEDULE) A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED 36-06 37th Street, 2nd Floor EXCEPT WHERE OTHERWISE STATED Long Island City, New York, 11101 JOINTDESCRIPTION #OF NAILS NAILSPACING B.NAILS SPACED AT6"OCATEDGES,12"AT INTERMEDIATE Tel: (718) 392-0078 ROOF FRAMING SUPPORTS EXCEPT 61ATSUPPORTSWHERESPANSARE4r E-mail: cherico@ckingarch.com �— LINE OF FINISHED CEILING OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND RaftertApPlate(Toeiaileq (seefiable13A) perrafter PARTICLE BOARD DIAGRAMS AND SHEAR WALLS ORTo TAPE AND SPACKLE JOINTS Ceiling4ttoTopilate(roe�ta14 (seeTable114 �rjas� SECTION 23D5.NRILSFORWALLSHEATHINGAREPERMITTED REV.NO REV.DATE DESCRIPTION _ _ __ _ EACH SIDE �el!IrI .101Sttfl PcNa!!21 Raer�aCe�nai!2t (SeeTab!2 Eatf TQ BEMM�Ni BX�R CASING. 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW CeilingJast Lover Partitia>,s(Fatah (seeTable37) each 4 C COMMON OR DEFORMED SHANK 2 07.10.2021 ISSUED FOR ZONING REVIEW 3-1/2' WOOD STUDS CollarTietoRafter(Face-dI4 (swTable14) perk it 3 08.08.2022 �► Bbclang#oRafter(foe-nal�edJ �- � �CI1P� D.COMMON. ISSUED FOR DOB REVIEW 1-6 II I 16 O.C. Rim to Rafter ail 2 i6d eachend 1 I I I , � I E DEFORMED SHANK I I I II I I 5 8 G.W.B. EACH SIDE/ WALLFRAMING F.CORROSION RESISTANTS@ING OR CASING NAILS. I I T Oatetofi Plate 'I 2-i6d fioot " " I I � � Fm-tial�? � G.FRSTENERSSPRCED3 OCATEXTERIOREDGESAND6O.C. I I II I Top Plate at Intersections jFace-rtailedj 416d Jams-eachside AT INTERMEDIATE SUPPO RT. I Std to Stud f amra!ledi 2-16d 24"o.G H.CORROSION RESISTANT ROOFING NAILS WITH 7116"DIA. I I <. 4-3/4" ACTUAL II I I " " Header to Header(Fne-tr I4 16d 16 m along edge HEAD AND 1'112"LENGTH FOR 1/2"SHEATHING AND 13{4 5" NOMINAL T or nail 2-16d 2x4stud LENGTH 2 I Top (� � FOR 5132"SHEATHING, I 3-164 Mstud I FINISH AS REQUIRED 1.CORROSION RESISTANTSTAPLESWITH NOMINAL7116" I 4-164 hgstud " I I I � CROWN AND i 1/8"LENGTH FOR ill"SHEATHING AND fi 112" » 3-1 2WOOD SILL PLATE Bolt mRatetoFloar Band 2-164 dot " / LENGTHFOR25132"SHEATHING,PANEL SUPPORTS AT i6 EndJa �� JOFSTRENGTHAXISINTHELONGDIRE:CT� OFTHE ( I a I �' N BASE AS REQUIRED M I PANEL UNLESS OTHERWISE MARKED Ld I FIN. FLOOR LINE FLOOR FRAMING I c,� J.CASING OR FINISH NAILS SPACED V ON PANEL EDGES fit" I j l o J IsttoS1ll,TbpftteorGi*(roe0ledj 48d per* AT INTERMEDIATE SUPPORT I N Bndg!r �Jt>r (Toe��ledJ 2-6d each K.PANEL SUPPORTS AT24".CASING ORFIN ISH NAILS SPACED TYPICAL Blocks �Joi de rail 2-6d each S"ON PANEL 12"AT INTERMEDI TESUPPORTS I x � � � R I �III . ,,IIiII , � N I BkIdngtaSillorTopRate(Toe-na,lA 3.164 �r#�ock L,FOR ROOF SHEATHING APPLICATIONS,8Q ILS 2x10 ROOF RAFTERS I 2x10 ROOF RAFTERS INTERIOR PARTITION AP cA ONs, NA ARE THE II I WgerStriptoBeam(Face-nail4 3.164 eachjast MIN.REQ'DFOR WOOD STRUCTUREALPANELS II16 O.C. I ( I ® 16 O.C. S.T.C. RATING NONE JW ont rtoBeam(roe-moi 3-8d pffA M.STAKES SHALL HAVE MIN.CROWN WIDTHOF711T. I II I F FIRE RATING NONE Band AsttoJoistrra!!4 3-164 perjoist I � N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED Band MfoS!IIorTopPlate(rm-tiled) 2-16d perms 4"OGATEDGES,8"AT INTERMEDIATE SUPPORTS I I I I I O.FASTENERS SPACED4" OCATEG8"OCATINTERMEDIATE ROOFSHEATHING SUPPORTS FOR SUBFLOOR&WALL SHEATHING&3"O.C.AT I II Strut�xal Panels 8d i2"o.t I EDGES 6"AT INTERMEQIATESUPPORTSFOR ROOFSHEATHING, I I I I I I I I DWal Boad Sea# � P.FASTENERS OC 8" ATINTERMEDIATE 1worl)vI I8d persupport 3-ld I I prsupw I I I ( I CEILI G S THI i N HER NG 00< Gy�um Wal�o�d mcoalers T"e*1T field I I 5/8 TYPE—X GYPSUM BD. I W SH THI I RLL EA NG All ideas designs, arrangements and Ions indicated I �, 9 � 9 P Sural Panels 2x6 WOOD STUDS ® 16 O.C. $d i2"o.t or represented by this drawing are owned b and I I I Y II — FlberboardPane� the property of Chenco King Architect, PC. and were W CLOSED CELL SPRAY FOAM P P Y 9 I / 3h(fi Sd 3" fiek! created, evolved, and developed for use on, and In I ( INSULATION MIN. 3-1/2' THICK > ' connection with the specified project. None of such I ( / � " P P J 25M1 8d Tetlg 9fied ideas designs, arrangements, or reproduction of R VALUE = 20 g g P I Gypsum Wallboard 5dcoo�rs 7" li0 field plans shall be used by or disclosed to any person, 6- pill I I00< firm, or corporation for any purpose whatsoever I I I I Hatdbt�rd 8d i2"o.c. " without the express written permission of Cherico 3 4 EXTERIOR GRADE P I I f / P�6detxrard Paned 8d 12 oc I I I King Architect, PC. Written dimensions on these I I I SHEATHING fill 17 2X8 PLYWOOD N*Od �rdske drawings shall have precedence over scaled H,lit,I I I I i"x6"ori"x8" &# persuppOrt dimensions. Contractors shall verify and be 11111 II'All I'll I I'll[ A IN M 111 1111111 .1 110111 IL12x8 16 01 SIDING BY 'NU—CEDAR' i VorwIder 18d } responsible for all dimensions and conditions on the CD Ih 6" 0. I job, and this office must be notified of any variation II _® �j- I OVER VAPOR BARRIER (TYVEK) FLOORSHEATHING from the dimensions and conditions shown by these CID — C3S sal Paned drawings. _oo 11 or 8d 6"etkJe 7 held g�tePthani" iOd ti"edgef 'feld Applicant of record has not been retained for TYPICAL EXTERIOR WALL D!Wffd Bod SheaNT supervlsion of construction and Special/Progress CONSTRUCTION (1 HR RATED) i"" rl " 2-8dd � inspection. (LOAD—BEARING) THICKNESS: 8" This plan is approved only for work indicated on the application specification sheet. All other matters TABLE R301.5 shown are not to be relied upon, or to be MIN. ROOF LIVE LOADS I N considered either being approved or in accordance with applicable codes. POUNDS-FORCE PER S.P. OF HORIZONTAL PROJECTION 2 ATT I C/ ROOF FRAMING PLAN TRIBUTARY LOADED AREA IN S.F. A-002 SCALE: 3/16" = t'—o" FOR ANY STRUCTURAL MEMBER RWFSLQPE OT02M 20IT06M 0VER6W FLATOR RISE LESS 20 16 12 THAN 4 IN.PER FT(f:3) PROVIDE SHINGLES OVER LESSTHAN12IN.PERFT.(1:i} FASTENERS FOR RSPHALTSHINGLESSHALL BEGALVANIZED STEE RISE4IN.PERFT.(i:3}TO 16 14 i2 R0.25FASTENERS L, RIDGE VENT 3/4" PLYWOOD SUB—FLOOR RISE 12 IN.PER FT, i2 i2 i2 STAINLESSSTEEL,ALUMINUM ORCOPPERROOFING NAILS,MIN,i2 PROJECT ADDRESS ABOVE (1:1)ANDGREATER GAGESHANKWIAMIN,3I8"HEAD ASTMF166T,OFA LENGTH TO Constantine's Residence RIDGE VENT BY "RIDGE MASTER" PENETRATETHROUGHTHEROOFINGMATERIALS&AMIN.OF3f4" INSTALLED AS PER MANUF. INTOTHEROOFSHEATHING.WHERETHEROOFSHEATHINGISLESS 275 Miriam Road, THAN 314"THICK THE FASTENERSSHALL PENEfRATETHROUGH NII�IINIIIIVIIJ� R�IDI�TRIB[ DDE�I�NL�AI� Mattituck, NY 11952 240# ASPHALT SHINGLE OVER (REFERTOTAUR33fi,50FTi1ERESIDENTIAL OODEOFNEWYORl(STATE) THESHEATING R905.26ASPHALT ROOFSHINGLESSHALL HAVE A 30# BLDG. PAPER ON 3/4" EXT. MIN,OFSIXFASTENERS PER SHINGLEWHERETHEROOF ISINONE DRAWING TITLE USE LIVE LOAD DEAD LOAC OFTHE FOLLOWING CATEGORIES-THE BASIC WIND SPED PER GRADE PLYWOOD SHEATHING 83012(4}IS110MPH ORGREATER ANDTHEEAVEIS29ABOVE ROOF PLAN, DETAILS & GRADE I05.27 FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN NAILING A N D RIDGE BEAM (SEE SECOND FLOOR DECKS 48PSF 19PSF 12UNITS HORIZ.UPTOFOUR UNITS VERT.INi2UNITS HOR(Z. I� ROOF FRAMING PLANS ON S-002 FLOOR JOIST (2x10) PASSENGERVEHIQEGAMGES 50APSF ASPER PLAN UNITS SHALL BETWO LAYERS, FASTENING SCHEDULES ROOF RAFTERS JOIST HANGERED (1) LAYER OF 5/8" TYPE—X ATTICSWITHI ITSTDRAGE(ROOFBEIOW3PMJ 10PSF 10PSF SEAL&SIGNATURE PROJECT No. OFF OF RIDGE BEAM (W/ 9 1/2" GYPSUM WALL BOARD ON METAL ATIICSWITHSTORAGE(ROOFBELOW3PIT4 20PSF 10PSF * Rs_cis CK21-016 CLOSED—CELL SPRAY FOAM FURRING STRIPS TAPED & SPACKLED �H 14, DRAWN BY ( ) Roa�sOTHERTHANSLEEPINGROOMs 40PSF iOPSF F SLEEPING ROOMS 30 PSF 10ISF INSULATION ,o= C.K. STAINS 40PSF iOPSF CHECKED BY G.W.B. CEILING GUARDRAILS AND HANDRAILS 20D PSF 10PSF s8 ��,y .K. RIDGE VENT DETAIL NOTE: ROOF LOADING LNEGROUNDSNOW LOAD 30PSF 10PSF � ',,� DAE: SCALE: 1 1/2" = 1'-0" FIRE STOP ALL CONCEAL SPACES ®2,500 SQ. FT. Q .07.2021 INTERVALS WITH COMBUSTIBLE MATERIAL. DOB APPROVAL&DATE DRAWING NUMBER A-002.00 Sheet 4 of 21 Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor RIDGE I RIDGE Long Island City, New York, 11101 Tel: (718) 392-0078 - I 9 1 — — — — — E-mail: cherico@ckingarch.com a 6 ROOF SHINGLES REV.NO REV.DATE DESCRIPTION COMPOSITE C DAR — — — — — — — (MIDPOINT OF GABLE) SHAKE (MIDPOINT OF GABLE) — — — — 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW Z 07.10.2021 ISSUED FOR ZONING REVIEW 6 — — — — 3 08.08.2022 ISSUED FOR DOB REVIEW W ASPHALT RO F — I]! TI IT 11 111111111 -- - — — SHINGLES -- I ATTIC - -- — — — — AT IC111 111111 fill 11 IT 11 IM 11 1 11 1 11 11 i11 IT 11 1 1111 11111 11111 i / 0 I i / ANDERSEN WINDOWS III iiiiii HIT 1 111111 11 IT 11 1111 11 111 - 0 8 i o OW11 W9W i (A SERIE S } �O W11 R CV COMPOSITE M WA EXTERIOR LL 11.1-1 1 111111 1111[ I BOARD I --= .......................................................................... n CV2ndFLOOR2d FLOOR ..................... iHI 111111 14 .;;.:...............................:........ ..I I LI L1 I L-L 11 11 111 11 11 IT 11 11111 1111-1 It IT 11 11i if 1 11 it 11 11 I,J 11 1111 0 0 \W7 i 1 Ln LO I Irn 11 1 IT 11 11 IT 11 11111 11 111111 1 1 COMPOSICOMPOSITE / SHAKE (NU- EDAR} o \ 111111 IT 11 1111 1 11 IT It I CEDAR SHAKE JIM 11111 111111 111111 HIT 11 11 1111.�v8 11 IIITI II IT It III CN CD3 ,/ (NU-CEDAR) I /s / GARAGE 111111 111111 11 IT 11 1 i / DOOR o / 111111 IIITII IIITII 111 11 11 If 11 11 \� // 1st FLOOR F.FL.=63.92' 1st FLOOR 1st FLOOR ( ) 11 It 11 111 11 HUIIA�7 (F. FL= 63. 2') STONE PATIO lilt 1 111111 11 ITII-IT IT-11 11 11 1 1 �� "' GRADE 62.93' 11 IT 11 111111 111111f \ f F ® 11 11 IT11 JI H 11 IT 1111 H IT 11 11 IT 11 11 11 11 11111 11 ITIl I ® \ W J F J CD O111111 11 IT 11 11 it 11 11 it 12" \-----� i W O11 11 IT 11 11 IT 11 �`-�'-----� W I1 -11 IT 11 111111 111111 IIITII 111 11 it III I 1 D2 2 D1 . }� 111111 111111 IIITII 1111 li 1111 �\ OIB BASEMENT fill I IT 11 ITT Hill 11 � BASEMENTEL 54.92' I BASEMENT (EL. ) — I I I I I I I - - - - - - � I C I I I I I I I o I r---__------r-r'- -----------��T--------- ----- r- T / All ideas, designs, arrangements and plans indicated L----------- ----------- ----------------- -- ' ' ---------� � -------------------I----------------------------/----------------------------I or represented by this drawing are owned by and EL.54.65' -,/ EL.55.70'-J the property of Cherico King Architect, PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such SIDE ELEVATION EAST 3 ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, 1 FRONT ELEVATION SOUTH A-003 SCALE: 1/4" = 1'-0" firm, or corporation for any purpose whatsoever without the express written permission of Cherico A-003 SCALE: 1/4" = 1'-0" King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Applicant of record has not been retained for supervision of construction and Special/Progress inspection. RIDGE I RIDGE This plan is approved only for work indicated on the application specification sheet. All other matters 9 I — — — — — — — — — shown are not to be relied upon, or to be considered either being approved or in accordance 6 — with applicable codes. (MIDPOINT OF GABLE) — — — — COMPOSITE C DAR COMPOSITE (MIDPOINT OF GABLE 1 s . SHAKE I CEDAR SHAKE — �. W ASPHALT ROOF w SHINGLES ATTICI — — _ — — _ —_ _ — — _ — —= ATTIC 11 IIITII 111111 111 1 ffi C> I ,� — ANDERSEN I 111 It IT 11 1111W$ TIT 111 111111W$ 11 11 // / o o D5 \W7 S WINDOWS/SLI ING NIT 11 Hill 11111 1111 W11 W10 o PROJECT ADDRESS l A I IDOORS (A-S RIES)H L1 .11.11 LI 11 Constantine's Residence I 1111T 11 11 11 IT 11 11 IT 11 1I 1 11 IT I It IT It IIIIII] IIIIII `� `� 275 Miriam Road 2nd FLOOR 111 HIT I W 2nd FLOOR N N — 2nd FLOOR z 11-11 t Mattituck, NY 11952 0 1 o DRAWING TITLE Io COMPOSITE CEDAR z _ " V/ 1111 11 11 1 ill �BY NU—CEDAR" .11 IT 11 11111 a._ BEACH HOUSE _ w6 ELEVATIONS COMPOSITE CI DAR W/5 SHAKE SIDINGIII IIITII ,SHAKE (NU-CEDAR) ]ILLo � It IT 11 111111 z / D4 o D4 D4 ;i O 1 st FLOOR i 1st FLOOR (F. FL= 63.92') �' 1 st FLOOR i SEAL&SIGNATURE PROJECT No. GRADE STONE PATIOIT II Il if IT I I CK21-016 r IIIJI41,1111 11 111111 1111 l I I E ® IL EL.61.0' * REG ST 'rDAWN BY[[70 GH3' GALVAPI EL. D WLL C. K. o I I (TYP•) W3 W211111 Izz:::41 1111 - :U - CHECKED BY � I I W1 -UI, �`• L-------- r -r 2 �s�s y�? ? C.K. iK �,:�" ATE: I I ��------------------------------------------� , I BASEMENT L _ 4.07.2021 I EL 54.96 I OB APPROVAL DATE DRAWING NUMBER IN 1INIr=1IIIIIIE= TFT �ff L---------------------------------------------------------- 8" CMU RETAINING WALL Sheet 5 of 21 2 REAR ELEVATION NORTH 4 SIDE ELEVATION WEST A-003 SCALE: 1/4" = 1'-0" A-003 SCALE: 1/4" = 1'-0" Cherico King Architect, P.C. Architectural Design & Planning I IDLE OLLAR TIES 36-06 37th Street, 2nd Floor PROVIDE C 9 © 32" O.C. Long Island City, New York, 11101 s a Tel: (718) 392-0078 W I E-mail: cherico@ckingarch.com I I I (MIDPOINT OF GABLE) -- • % REV.NO REV.DATE DESCRIPTION I PROVIDE 8" ICK CLOSED—CELL �I SPRAY FOAM INSULATION IN 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW oI CEILING (R-0 2 07.10.2021 ISSUED FOR ZONING REVIEW LnI I I ATTIC (UNFINISHED) 3 08.08.2022 ISSUED FOR DOB REVIEW --- -- — - --- --- -- - - --- -- -- --- -- — — — - — -— -- l SAVE 5/8" GYPSUM BOARD I COMPOSITE CEDAR CID CD BY "NU-CEDAR" BEACH HOUSE I -1 a, Lni I M I SHAKE SIDINGI OVER " I WATERPROOFI 4G MEMBRANE I 12 12' j cc 2nd FLOOR (F.FL.=74.92') N i I 2nd FLOOR (F.FL.=74.92') I ,� PROVIDE 12 CONTINUOUS SPRAY I INSULATION AILONG PERIMETER. ti N i 5/8" GYPSUM BOARD 2x6 WOOD S� DS ® 16" O.C. ROOFED I R WITH 3-1/2 MINIMUM CD PA110 z I I ICDCLOSED-CELLI SPRAY FOAMS co INSULATION ( -VALUE = 20). cv I o 0 I OUTSIDE COVERED WITH 12" 12' EXTERIOR GRADE PLYWOOD EL.63.92' N 1st FLOOR (F.FL.=63.92') N i I GRADE 1st FLOOR (F.FL.=63.92') SHEATHING I STONE PATIO N % I E '61' I 161' °I 7 '--- --------I --- u� ; I --------' 1 Window I 1�'' 5/8" GYPSUM BOARD �� 1 --__ Side I '1 ' � :1.41-- I door rl GARAGE _ I � 4" CONCRETE SLAB OVER I- __ ---- -- ' 1•.1 _ +•::� x POOL o r:r o �"`'' {::1 --I_ -� I I DOOR I{l VAPOR BARRIER & 6" CRUSHED 7q I STONE BASE ON VIRGIN SOIL I. --- --- 1..:1 EXTERIOR STEPS TOP OF EAST FOUNDATION WALLIT +; ON EAST WALL --' _, 11 ;GARAGE SLAB EL.54.92' EL.54.65' PAVED DRIVEWAY BASEWIENT '"I GARAGE SLAB ® EL.54.92' i GRADE---NONE—Phil- moi.. mill PROVIDE 4"x24" 1MDE PERIMETER All ideas, designs, arrangements and plans indicated 54'-0" 3 CROSS SECTION RIGID INSULATION AROUND THE or represented by this drawing are owned by and ENTIRE FOUNDATION the property of Cherico King Architect, PC. and were 1 BUILDING LONGITUDINAL SECTION - 1 A-004 SCALE: 3/16" = V-0" created, evolved, and developed for use on, and in connection with the specified project. None of such A-004 SCALE: 3/16" = 1'-0" ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the express written permission of Cherico King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these INY]8402.1.2 Insulation and Fenestration Criteria drawings. The a f tngtnermo;enve'c ra shall meet the regdrementsnfTable 1402.1,2,phased on the dwrate zorle sper_efied In Chapter3.In dirmate Applicant of record has not been retained for zone 6,tre to ffing fh_rnccf enverc::e shall meet eitherthe requirements ofthe climGtmzbne 6"oot�on 1a row in Table RAG-7.1.2 orthe supervision of construction and Special/Progress requirements of the chmote zone 6"option z row in Table:.402.1.2. inspection. -- — - -- ------ — -- jNY]TABLE R402.11 I I ALL ROOF JOISTS TO BE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT This plan is approved only for work indicated on the 2x10 @ 16" O.C. WOOD SLAB'd CRAWL application specification sheet. All other matters I I GLAZED CEWNGs FRAME MASS FENESTRATION R WALL R- WALL VALUE WALL FLOOR HASEMENTc R- SPA,CEc approved shown are not to be relied upon, or to be CLIMATE FENESTRATION SKYLIGHT1a WALL considered either beingroved or in accordance MIDPOINT OF GABLE) I ZONE -FACTORb U•FACT°R R- SHGcb.e 'VALUE R- VALUE R-VALUE & R. with applicable codes. VALUE PROVIDE 8" THICK CLOSED-CELL I VALUE' DEPTH VALUE SPRAY FOAMS INSULATION IN 2G dr I I CEILING (R-49) 4 0322 0:55 0.40 49 13+51 8,113 19 10.1.13 10,2 f 10113 I I TT ( N I N I H D)- — I 5 0.30 0.55 NR 4�+ Zo or -- 113.117 30' 15119 10.2 ft 15119 I I -- `� 20+5^ 1 t7ption 0.30 0.55 NR 49 or 15/ o 30' 15114 10,O ft 15119 ALL WINDOWS TO BE "ANDERSEN 1 13}101 xx WINDOWS" A—SERIES. LOW—E Option 23 SMARTSUN, SEE SHEET A-005 FOR z o.2a 0.55 NR 60 c vity 19121 309 T5119 10,4ft 15/19 SPECIFICATIONS U-FACTOR: 0.27 NR=htotRequfre�. 2nd FLOOR (F.FL.=74.92') SHGC: 0.18 PROJECT ADDRESS I N Constantine's Residence 2020 ENERGY CONSERVATION CODE OF NYS 275 Miriam Road, CO C14I LO ROOFED Mattituck, NY 11952 ROOFED o o Q PATIO DRAWING TITLE PORCH 1 I N 0 I BUILDING SECTIONS F N 1st FLOOR (F.FL.=63.92') N EL.6 92 N STONE PATIO .( SEAL&SIGN�� PROJECT No. Window I Windo� Window I ;:: o ---� �--� ---I � 'I `--EL.62.93 * RE isr CK 1-016 POOL r� F� F AWN BY 00 TOP OF WEST FOUNDATION WALL C.K. X ?` PROVIDE VAPOR BARRIER OVER 2" ' "' E 5 .65' j:. RIGID INSULATION OVER FOUNDATION I - K. 09,6 WR WALL (R-VALUE - 10) «. EN -. PERFORATED DRAIN PIPE 1EMIN MEMEME MIE 4.07.2021 TM PROVIDE 24" WIDE PERIMETER DOB APPROVAL&DATE DRAWING NUMBER 48'-0" RIGID INSULATION (4" THICK) A-004.00 —oo^ .00 2 BUILDING LONGITUDINAL SECTION - 2 4" CONCRETE SLAB OVER Sheet 6 of 21 A-004 SCALE: 3/16" = 1'-0" VAPOR BARRIER & 6" CRUSHED STONE BASE ON VIRGIN SOIL Cherico King Architect, P.C. Architectural Design & Planning WINDOW SCHE=DULE (BY ANDERSEN, A-SERIES) WINDOW COMPLIANCE NOTES: PRODUCT PERFORMANCE 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 ALL WINDOWS CONFORM WITH BUILDING CODE SECTION 8303 LIGHT,8C Tel: (718) 392-0078 TAG LOCATION MODEL SIZE TYPE QUANTITY REMARK GLASS AREA (sf) VENTILATION HEATING llndersen°NFRCCertlflediotalUnitPerformance-Dual-Pane Glass For current performance information,please visit andersenwfndows.com. E-mail: cherico@ckingarch.com Andersen®Product Hlgh-iktformanoeDUal-Pani'GlassType i U-Factor I SHGO i 'VT` „Andersen"Produot HI�rPerformMao Dual-PaheGWstype I U-Factor'I $HGCs Via Without Grilles o27 0.26 0.45 Wd hout Giles 0,29 0.31 0,52 REV.NO REV.DATE DESCRIPTION w1 BASEMENT-GARAGE ACW3040 3'-0"`x2'-O"` AWNING 2 12 8303.1 HABITABLE ROOMS w Simulated DMdedDgMG„Iles -027- Q24 0.-40 � gl„,ulated°INdodLr�tiGn„ss 0.29 0,28 0.47 w2 Finallgtt"Grilles 0.27 0.24 040 FlnellghhtGlles 0.30 0.28 0.47 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW BASEMENT-BATHROOM AAN2018 2'-0"x1'-8" AWNING 1 3.32 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS FUII DMded Ught Galles 0.28 0.24 0,40 Full Dlvttled Light Gilles 0,30 0.28 0,47 THAN 8 PERCENT OF THE FLOOR AREA. Wltnout Grilles Q24 C25 0.44 Without Gilles °'25 0.30 051 b sanulaiedDmdao-ughtGrilles 0,24 Q23 0,39 2 07.10.2021 ISSUED FOR ZONING REVIEW x FinellglPGrilles 024 Q23 0.39 = Slmulated DiviFlAeligh�t?Gnlles 0.26 0.2T 0.46 w3 BASEMENT-RE(,. ROOM AAN3018 3'-0%1'-8"` AWNING 1 4.98 THE OPENABLE AREA TO THE OUTDOOR SHALL BE NOT LESS THAN 4 PERCENT FUIIDMdadUgtG„ilea Q26 Q23 0.39 FuIIDlwdedUghtGrilles 0,27 0.27 0.46 a oa.os.2022 ISSUED FOR DOB REVIEW w4 1F-GUEST & STUDY ACW2460° 2'-4"x6'-0" (TOTAL=4'-8"x6'-0") CASEMENT 2 (2) 2'-4"x6'-0" 27.96 OF THE FLOOR AREA BEING VENTILATED. ALL WINDOWS ARE CASEMENT WltioutGrilles Q26 Otis -Q,24- WthoutG^ues 0.30 0.19 028 µ, Simulated Divided Light Grilles 0.28 0.15 0122 Simulated DlmdedUght Gilles Q,30 0.17 0,25 WINDOWS WITH 100 PER OPENING EQUAL TO THEIR SIZES. ASerlesCassmett � F;naugt Gfillea Q28 015 0,22 SedasPldture � - -lFmslIVIIcries 0,-31 0.17 025 ANO 813 Full Divided Light Gilles 0.31 0.17 0.25 _ w1moiIIGrilles Q27 Q18 0,40- Without Grilles 0.29 0.21 0,47 w5 1F-STUDY SIDE WINDOW ACW2460° 2'-4"x6'-0" CASEMENT 1 (1) 2'-4"x6'-0" 13.98 _ FillDMdedlJgnlGnilea Q29 Q15 0.22 ANnry-88 i Simulated Divided Ught Grilles 027 016 D.36 Slmulated Dlmded Ugit Gilles 0.29 0.19 0.42' ws 1F-KITCHEN ACW2040 4'-0"x4'-0" CASEMENT 1 (2) 2'-0"x4'-0" 16 8303.3 BATHROOMS 9 EnergySpacarDlAdadlUUghtGniies 00.27 G16 b.6 FnargySpacer°MdedLight ugur Gnues 029 0:19 042 0 BATHROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT - Frill Divided Light Grilles 0.28 C16 0.3e Full Divided Light cries 0,30 0.19 042- LESS 42 LESS THAN 3 SQUARE FEET. WlthoutGnliea 1124 Q17 a39 WtaWtGn'les 0.25 0.21 046 w� 1F-STAIRWAY ACW3060 3'-0"x6'-0" CASEMENT 5 TEMPERED GLASS 90 _ Simulated DMdedUgMGull is Q24 Q16 0,35 X06 Simulated Divided Light Gilles 0:25 0.19 041 r Flneugit"Grf as, 024 0.16 0,35 m Fmeugnt"Gilles 0.26 0.19 0,41 Energy Spacer Divided Ugrd Gnl'ss Q24 016 0.35 Energy Spacer Divided tight Gill les 0.25 0.19 0,41 w8 1F & 2-F BATHROOMS ACW2038 2'-0"x3'-8" CASEMENT 4 29.28 R312.2 WINDOW FALL PROTECTION Full Divided Light Grilles 025 Q16 5 a. FUII DLMded Ug,t Grilles 0.27 0'19 0.41 Without WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION edUVtGrllles Q27 Q25 0,43 edUgWithottGilles ME; 0.27 046 v SlmulatedDmdadUgntGrlllae 027 Q23 b.39 �°�„ SlmulaledDlMtledUgitGnlles 0,28 0.24 �OA1 Ow9 2F-FRONT BEDROOMS ACW2450° (2) 2'-4"x5'-0" (TOTAL= 4'-8"x5'-0") CASEMENT 2 (2) 2'-4"x5'-0" 37.28 FlnengirGrillea Q27 Q23 0133 Finelight"Gnllea 0.28 0.24 0.41 R 31 2.2.1 AND R 31 2.2.2 Full DNldad-Ught Grilles 1128 Q23 039 Full Divided Light Gallia 0.28 0.24 0.41 8321.2.1 WINDOW SILLS WithoutOntle. Q25 025 0.42 Without Grilles 0.25 0.26 0.44 2F-FRONT BEDROOM SIDE WINDOW ACW2450° 2'-4"x5'-0" CASEMENT 1 (1) 2'-4"x5'-0" 11.65 �� W. SimulatedDlvldedUghtGnllea 0,25 0.24 0.40 w,d Simulated Divided Q25 Q23 0,38 W Flne'IgAI WHIM Q25 CM 0138 Ftneugnt"Galles 0.25 0.24 0,40 IF TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LESS THAN 24 J# Full DMdedUgMGrilles Q28 Q23 0.38 Ja -Full Divided fight GnueS 0,26 0.24 aA0 w11 2F-FRONT & SIDE HALLWAY, MBR ACW3050 3'-0"x5'-0" CASEMENT 1 (1) 3'-0"x5'-0" 15 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE WithoutGrillesQ28 G14 .024 Melded tGnies 0,28 0,16 022 w Simulates DlYded Ugd Grilles Q28 014 0.21 °„�,s Simulated Dlwded Ugli Galles 0.26 0.15 02? THE FINISHED GRADE THE OPERABLE WINDOW SHALL COMPLY WITH. ASerlesAwning ° Flne'Igrt"Grilles Q28 Q14 0.21 A.SerlesVenting rrah,am Firelight-Gilles0.28 0.15 022 AND N-87 Full DMded fight Galles Q28 Q14 0.21 ANoibeo Full Divided Ligit Galles 0.29 0.15 0.22 w1 ATTIC ACRD30 3'-0" SPECIALTY 2 14.12 1. OPERABLE WINDOW OPENING WILL NOT ALLOW A 4-INCH-DIAMETER witnout Grlllas Q27 Q17 0.39 wnnoutGmles 0.27 0.18 0,41 Simulated DMd ed Light Grilles ,027 Q16 0,35 , Simulated Divided Light Grilles 0,27 0.17 037 Firelight!Galles Q27 C16 0,35 ` Firelight!Gilles 0.27 0.17 0,37 TOTAL WINDOW AREA = 270.7 SF SPHERE TO PASS THROUGH WHERE THE OPENING ARE N THEIR LARGEST FaergySpacerDimdedUgdGrilles Q27 Q16 0,35 F..specarDivided Light Gilles 0,27 0.17 0,37 OPENEDPOSITION. Full DNidedLot Grilles 028 Q16 0.35 Full DividedLigitGilles 0.28 0.17 0.37 WINDOW 7 w� 2. OPERABLE WINDOWS ARE PROVIDED WITH FALL PREVENTION DEVICES THAT Without Grilles 0.24 Q1T 0.38 wt°°niG°flea 024 Q.18 Q4° ,, Simulated DMtled U&Grilles 024 Q15 0:34 . -Simulated Divided Llgrt Grilles 0.24 0.16 036 ALL WINDOWS THE: STAIR LANDING AREA TO BE COMPLYWITH ASTM F2090. � Finaig�Griuea Q24 0.15 0.34 6 Flnatight"Gnllea 0,24 0.16 036 CONSTRUCTED WITH TEMPERED GLASS. Fnergy6paeerDvddtlUgdGiiea Q24 a>5 a34_ ; EnarSrSpacerDMdedLight Gilles- 0.24 0.16 0,36 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING DEVICES THAT Fu1lDMdWhgdGmles Q25 0.15 0.34 Full DimdedUgtGnlles 0.25 0.16 0 oat page Without Galles 0.29 Q30 0.52 mitinued on next page o MEET OR EXCEED CLEAR OPENING OF 5.7 SF OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508) AND CLEAR OPENING HEIGHT OF 24" (610). COMPLY WITH SECTION R312.2.2 Simulated°MFn�„Light Gn;;�9 a29 a2z o:a6 Full Divided ugn Grilles G30 Q27 0.46 y Maur Grilles 025 Q30 0.5f 8312.2.2 WINDOW OPENING CONTROL DEVICES Simulated Divided Light Grilles a25 0.27 OAS -- WINDOW OPENING DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW S FlnengiCGrilles Q25 Q27 0,45 �� FUIIDMded Light Galles 027 Q27 0,4$ OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL edUghtcrillea 029 0.19 0,29 EXTERIOR DOOR SCHEDULE (BY ANDERSEN, A-SERIES) �� Simulated Divided ught Gnues Q29 0.17 026_ .'Low-E4•,"lour-E4"SmartSun"','Low-E4°Sun`and HeatLock°areAndarsen[rademarksior'Low-E'glass. DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT REDUCE THE NET A.SerladDoDbie."^^ Finer PGnlle 0.29 Q17 026 beat isitordougheffil theemounToduct. indowss ouluesreoral unit usent*ln-temperadglass. seofthe empere glass Full , �-AND-N-ads FUIIDNItledUgmGnlles Q31 Q17 0.26 heetlslost throughthe enClraproduct.Wlndowvaluesrepresehtnon-temperedgless.Useoftemperedglass CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA rereenttemrease ere glas.n )Seaaneat ainCoewSeet(SHGm/nfrc )deftor esthefrarmanofsce laaa.Detionor as WdNout Grilles 0.27 Q20 0.47 represent tempered glass. 2)6olar Heat Gain Coefticlent(SH°0)dehnesthefracUon of solarradlatlon TAG# LOCATION MODEL# SIZE TYPE QUANTITY REMARK a simulated 027 Q18 0.41 loweradmilthevalueghethe ssheaottrans It transmittetedthrougdand heproduct;d)ndsleTranenttyncis(V)measuThe REQUIRED BY SECTION R310.2.1 w= mucrthavcomesthrouhaaproduct(glassandfame).Tehigherthvalue,rom0t1,themoredyllgttres how �� nneugtt"Grllles 027 018 0,41 muchfight comesthroughaproduct(glassandfmme).Thehlgherthevalue,TmmOtoi,themoredayllgtthe o Energy Spacer Divided Ugt Gilles 027 Q18 0.41product lets In overthe product's total unit area VlslbloTrensmlttanoelsmeasuredoverthe38Oto760 > » > » Full DMdedU tGrilles Q30 0.18 0,41 nanometer portion of the solar spectrum. D1 GARAGE TBD 10 -0x7 -6 - 1 OVAL TOP Win out Galles Q25 020 D,45 •NFRC ratings ambased onmodeling byathird-portyagency aavalidated byanmdependenttest lsbtn All Ideas, designs, arrangements and plans indicated compliance with NFRC program and procedural requirements, Simulated Divided LlgntGnlles 0.25 0.18 0.40 -Thlsdata saccurate as of January 2019,Due to ongoing product charges,updated testresults orrew or represented by this drawing are owned by and °ago D23'-0"`x7'-0"` � Fmell t"Gnllea q25 Q18 0.40 Industry standards orregwremants,thlsdatamaychangaovertlme.RatingsaretorslzesspeclfiedbyNFR° BASEMENT-SIDE ENTRY FWOD30611 INSWING 1 FRENCHWOOD HINGED INSWING PATIO DOOR S fortesting.ndceMocation,Ratingsmayvary depending onunit s[ze,use oftempered glass,differentgrille the property of Cherico King Architect, PC. and were Energy SpacerNAdedUgMGilles Q25 018 0.40 options,glass for high altitudes,etc , Full DIA0 ad Lot Grilles 0.27 018 0.40 -ValuesareforstngleunitsMtngivenponethicknessands/:(19mm)grilles forwindowsand r(25mm) created, evolved, and developed for use on, and in grill es fordoor products. connection with the specified project. None of such D3 1st FLOOR ENTRY DOOR TBD 5'-4%8'-0"` INSWING 1 (2) 32 SWING DOORS. (Min. egress width = 32 ) EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: ideas, designs, arrangements, or reproduction of 224 plans shall be used by or disclosed to any person, D4 1F-REAR WALL. FWGD 8'-0"x8'-0" GLIDING DOOR 3 VERIFY WITH ANDERSEN firm, or corporation for any purpose whatsoever R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED without the express written permission of Cherico D5 2F-MASTER BE=DROOM & BATHROOM FWGD6084 6'-0"x7'-0" GLIDING DOOR 2 VERIFY WITH ANDERSEN BASEMENT HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT C��C il. t r King Architect, PC. Written dimensions these BASEMENT, A R C fi I T E CT U R A L drawings shall have precedence over scalal ed LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. COLLECTION Ecriori dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the About the NFRC Atlout the Label job, and this office must be notified of any variation R310.2.2 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES The National Fenestration Rating Pound[(NFRC}Is a nonpartisan coalition of professionals whiose Look forthis certlflcation label on everywlndow and patio door you from the dimensions and conditions shown by these INTERIOR DOOR SCHEDULE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE purpose is to provide falr,accurate andcredible energy perfofmanceratings for fenestration products, buy TheNFRCsection wasdesigned bythe National Fen estration drawings. , NFRC'smembershlpIncludes menufacturcrs,suppliers,designers,soedflers;utility compa riles, Rating CounclltoprovldeaccurateInformation thatInelpsyou Ds BSMT-GARAGE, MECH ROOM HM 3'-0%6' -8" FPSC 2 FIRE RATING: 45 MIN. INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL government agendesand other blilldinglndustryrepresentatives, promote theenergy eifidencyofthehomes you bulld.Theseratings Applicant of record has not been retained for KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS A allow you-andyourcustomers-tomeasureandcomparethe supervision of construction and Special/Progress D7 BSMT-STORAGE ROOM WD 2'-6"x6'-8" -- 1 FIRE RATING: N/A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH Andersen 016"flon Is a founding member of the NFRC and c6nuitues to support fts wolby,providing energyperformance'ofsimilar products:Ifthe product does not inspection. ASTM F2090. fair,accurate and credtbleenergy peiformsnceratings toconsumersand the building Industrylfyou have this label,the NFRC has notvelifiedits Claims. 08 BSMT-BATHROOM WD 2'-6"x6'-8" -- bout the NFRC,its programorenergyperformance ratings,wntethem at:NFRC, 6305 IV Lane,SOite 140,.Gfeenbelt,MD 20770;Tel:(30'1)589-1776 Website:www.nfre.ark This plan is approved only for work indicated on the application specification sheet. All other matters Ds ALL BEDROOM (1F=8'-0"`, 2F=7'-O") WD 2'-8"x7'-0" 1 FIRE RATING: N/A R310.2.1 MINIMUM OPENING AREA shown are not to be relied upon, or to be EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR Do not remove until final Code lnspectlon,savelabeller future reference, Considered either being approved or in accordance D10 ALL CLOSETS l'1F=8'-0", 2F=7'-0" WD 2'-4"x7'-0" -- 1 FIRE RATING: N/A with applicable codes. / OPENING OF NOT LESS THAN 5.7 SQUARE FEET. �wra� ER?tE20 Rating'and ilsSaErating Used InsCanad�a for D11 MASTER BEDROOM WD 3'-0"x7'-0" -- 1 FIRE RATING: N/A THE NET CLEAR HEIGHT OF THE OPENING SHALL NOT BE LESS THAN 24 la..�. r gher INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES. „, therwmq proER tcmberrthehroison rposergysays(the ld the ER number,th e m olro energy saved D12 MASTER BEDROOM CLOSET/BATH WD 2'-8"x7'-0" -- 1 FIRE RATING: N/A duringtheheating season). R312.2.3 WINDOW SILL HEIGHTS L,I WHERE A WINDOW PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE « - -'° ENERGY STAR CliniateZoneMapi'sbased on U-factorand solerheatgain coefficient OPENING IT SHALL HAVE A SILL HEIGHT OF NOT LESS THAN 44 INCHESwaaoeas Ande""r r- en' s No criteria fcx`speciflcENERGYSfARclimate ABOVE THE FLOOR; WHERE THE SILL IS BELOW GRADE, IT SHALL BE PROVIDEDA-Series Casement Window mFnc zones within the United States and Canada, � ' NATURAL LIGHT & AIR VENTILATION WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3 V ANosilte .00dCorn ob001 The shading of the mapshowswhichcllmate NaFlao-F ovneiirm Compcmae/Wond at-ock Glib zone{s}a particular prodOct and glass type is f�tgAt CAmrellm Dual.Pane tow-ESmaltSun HeatLOck Glatingwlth Argon , Product Type: Casement ENERGY STAR certified in. LOCATION AREA (sf) WINDOW AREA (sf) PERCENTAGE HABITABLE EMERGENCY EGRESS DESIGNATION U•Facterindicates how well aproduct ENERGYactor PERFORMANCE RATINGS PROJECT ADDRESS U-Factor Solar Heat Gain Coefficient % SPACE preventsheat from escaping thelowerthe o.�4 L 1.�s o.17 Solar Heat Gain Coefficient measures onstantine's Residence number,thebetter}, (U." well a product blocks heat Ga'lisetl by sunlight 275 Miriam Road, ADDITIONAL PERFORMANCE RATINGS (thelowerthenumber;themore Awill help Visible Transmittance refers tohow much Visible Transmittance reduce theuseofairconditioning'andas6 GARAGE 469 w1 w1 6+6 = 12 2.5 NO visible light comes through aproduct(the o.40 - Mattituck NY 11952 result reduce electrical bills energy use}. , BASEMENT-RECREATION ROOM 607 w1 D2 6+21 = 27 4.4 NO YES (SIDE ENTRY DOOR) 02 c106ertQl:o,themDreughfi6uansmittea}, �� � DRAWING TITLE awkerwe,.A.rl.aw,..e,r Pd.d n+.�..re re.�u„ WDMA Hallmark Cortileation verifies 1F-GREAT ROOM 433 D4 D4 64+64 = 128 29.5 YES D4 8t-0%8'-0" SLIDING DOOR the pefformanceratings ofthlsproductwere WDMA "dnme:isaHsse WINDOW & DOOR Anderse^corporation 1141-1;C.411m A-Seeiestassmentwindiw tested byathird-pattytesunglaboratory "-W..... M.NdyU_0lNl.W hllmakCertbnbnasMdceadbahx. SCHEDULES AND 9MMAS 1F-KITCHEN 271 ws D4 16+64 = 80 29.5 NO VTNe Test Standards eil � rim aia3 d,z SPECIFICATIONS ° worv�Wcv mvta,1,aoAe awwa,s� arrria Performance Grade(PG}and 1F-GUEST ROOM 162 w4 27.96 17.2 YES W4 28„ WIDE CASEMENT OPENING �, „� z ... - mxm bosignPressure(DP)Ratings C.nNAn Frinlib.aeryaile.ae,=A3 1F-STUDY 142w4 ° w5 ° 27.96+13.98= 41.94 25.3 YES w4 28" WIDE CASEMENT OPENING SEAL&SIGNATURE PROJECT No. Ft MS °- CK21-016 ° „ GlezlegC9.OmmANoetar/3•DmmADomfloor eswkhHUDUMBuIpinNo.111 Glass Construction used with * REG/S 2F-BEDROOM #1 167 w9 11.65x2=23.3 13.9 YES wg 28 WIDE CASEMENT OPENING this product type CH �� DRAWN BY 2F-BEDROOM #2 154 w9 ° w10° 23.3+11.65 = 34.95 22.69 YES wg 28" WIDE CASEMENT OPENING WINDOW SELECTION: ���: E'Q 'P /C.K. M�sa�stl6"OiC61B`C 61Y%be,rtlR.,etlee'tld02CnA '. O � - T� xaes narmea oauumfmrmcren 7sq..ainw. ;:l - '+ - . - r a.-r�" u ,�"", Y 2F-MASTER BEDROOM 410 w� w� D5 18+18+42 = 78 19 YES wB 36" WIDE CASEMENT OPENING ANDERSEN WINDOWS A-SERIES _ _ -n. 's� \ NECKED BY •NFRC tatingsata eased at motleMg by a third-party agency as+Alltlated M ah lntlependent test lab In obmplancaWdh'NFRC program and plrocedUral requli^neitts. A. CASEMENT & AWNING WINDOWS WITH LOW-E y !`2L 68 c�� �y� •K• SMARTSUN, WITHOUT GRILLES DAT NOTE: 04. 7.2021 ALL EMERGENCY EGRESS WINDOWS DESIGNATED ABOVE CONFORM WITH 8310 EMERGENCY ESCAPE AND RESCUE OPENING DOB APPROVAL&DATE DRAWING NUMBER o MEET OR EXCEED CLEAR OPENING OF 5.7 SF OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508) AND CLEAR OPENING HEIGHT OF 24" (610). A-005.00 Sheet 7 of 21 Cherico King Architect, P.C. GENERAL NOTE=S: Architectural Design & Planning 1 . CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, PLUMBING NOTES: OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE 1. ALL PLUMBING WORK TO COMPLY WITH 2020 PLUMBING CODE OF NYSAND LOCAL CODES AND TO BE 36-06 37th Street, 2nd Floor STRUCTURAL WORK; REPORT TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS INSTALLED BY LICENSED PLUMBER. Long Island City, New York, 11101 WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND 2. INCLUDE ALL PIPING; DOMESTIC HOT AND COLD WATER, SANITARY AND SUPPLY AND HOOKUP OF ALL Tel: (718) 392-0078 COMPLETION OF THE NEW WORK. NOTIFY ARCHITECT OF ALL CHANGES. FIXTURES SCHEDULED ON DRAWINGS; AND INSULATION OF DESIGNATED PIPING RUNS SHALL ALSO E-mail: cherico@ckingarch.com 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTION WHERE REQUIRED. THE NEW YORE: STATE BUILDING CODE LATEST EDITION. ALL REQUIREMENTS IN THE CODE SHALL 3. ALL ITEMS, SUCH AS FITTINGS, ETC. NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO REV.NO REV.DATE DESCRIPTION BE ADHERED 1-0 AS IF THEY WERE CALLED FOR, OR SHOWN ON THE DRAWINGS. THIS SHALL COMPLETE THE PLUMBING SHALL BE INCLUDED. 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE 4. SOIL, WASTE AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. MODIFIED BECAUSE THERE ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS, AND OF TYPE APPROVED 2 0ISSUED FOROVIEW THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. BY LOCAL CODES. s 088.10.2021.08.2022 ISSUED FOR DDOBBRREVIEEVIEW 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING. ALL WATER SUPPLY 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PERFORM ALL THE WORK DESCRIBED IN PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS, AS HEREIN ENUMERATED AND SHOWN 7. PROVIDE FOR DRAINAGE WATER SYSTEM, AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. ON THE ACCOMPANYING DRAWINGS. INSTALL DRAIN VALVE AT WATER METER WITH %%253" HOSE THREAD AND VACUUM BREAKER. 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVE. 4. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND 9. INSULATE ALL HOT AND COLD WATER PIPING. SPECIFICATIONS. MECHANICAL NOTES: 5. DO NOT SCALE- THE DRAWINGS. VENTILATION - §M403.1 VENTILATION SYSTEM. MECHANICAL VENTILATION SHALL BE PROVIDED BY A METHOD 6. COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF THE OTHER TRADES. OF SUPPLY AIR AND RETURN OR EXHAUST AIR. THE AMOUNT OF SUPPLY AIR SHALL BE APPROXIMATELY ALL SLOTS, SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING EQUAL TO THE AMOUNT OF RETURN AND EXHAUST AIR. THE SYSTEM SHALL NOT BE PROHIBITED FROM CONCRETE. PRODUCING NEGATIVE OR POSITIVE PRESSURE. THE SYSTEM TO CONVEY VENTILATION AIR SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 2020 MECHANICAL CODE OF NYS. 7. THE CONTRACTOR SHALL PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM ITS OPERATIONS, AND IN THE EVENT OF SUCH LOSS OR DAMAGE, VENTILATION SUPPLY SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE OF SUPPLY AIR TO THE SHALL MAKE REPLACEMENTS OR REPAIRS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OCCUPIED ZONE WITHIN AN OCCUPIED SPACE. THE OCCUPIED ZONE SHALL HAVE BOUNDARIES MEASURED AT OWNER. 3 INCHES (76 MM) AND 72 INCHES (1829 MM) ABOVE THE FLOOR AND 24 INCHES (610 MM) FROM THE ENCLOSING WALLS. 8. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. MATERIAL SHALL NOT BE STORED OUTSIDE THE BUILDING. DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 9. PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, FENCES AND BARRICADES AS REQUIRED BY HVAC EQUIPMENT SCHEDULE (MITSUBISHI) GOVERNING LOCAL ORDINANCES. PROVIDE TEMPORARY DOOR AND WINDOW ENCLOSURES AS REQUIRED. OUTDOOR UNIT INDOOR UNIT COOLING HEATING CAPACITY ELECTRICAL ENERGY CONSERVATION: FLOOR SPECIFICATIONS LOCATION UNIT# AIR FLOW AIR FLOW - ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (LATEST EDITION) BASEMENT MITSUBISHI HEAT PUMP, OPEN SPACE 17,700 BTU/H 20,900 BTU/H 1-1/2 TON 208/230 V, 1—PHASE UNIVERSAL OUTDOOR UNIT ❑ (MAXIMUM) (MAXIMUM) 60Hz - THIS PROJECT IS DESIGNED TO MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION ACC-1 MODEL#: SUZ-KA18NA2 All ideas, designs, arrangements and plans indicated CODE OF NEW YORK STATE. 18,000 BTU, CEILING CASSETTE or represented by this drawing are owned by and SEER: 20.7 MODEL#: SLZ-KF18NA the property of Cherico King Architect, PC. and were - ALL EXPOSED HOT WATER PIPING AND /OR HEATING DUCTS TO BE INSULATED AS PER THE ENERGYEER: 12.5 (24"x24") DUCTLESS HEAT created, evolved, and developed for use on, and in connection with the specified project. None of such CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ENERGY STAR: YES PUMP ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, - JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES firm, or corporation for any purpose whatsoever OF AIR LEAKAGE SHALL BE SEALED. 1st & 2nd MITSUBISHI MUL11—ZONE OPEN SPACE AIR FLOW AIR FLOW without the express written permission of Cherico FLOORS INVERTER HEAT PUMP King Architect, PC. Written dimensions on these ACC-2 SYSTEM drawings shall have precedence over scaled - RECESSED LIGHTS MUST BE 1) TYPE IC RATED OR INSTALLED INSIDE AN APPROPRIATE AIRTIGHT ASSEMBLY ACC-3 MODEL#: MXZ-4C36NAHZ2 M—SERIES dimensions. Contractors shall verify and be WITH A 1/2" CLEARANCE FROM COMBUSTIBLE MATERIALS. IF NON-IC RATED, THE FIXTURE MUST BE # responsible for all dimensions and conditions on the 36,000 BTU, job, and this office must be notified of any variation INSTALLED WITH A 3" CLEARANCE FROM INSULATION. from the dimensions and conditions shown by these SEER: 18.70 MASTER BEDROOM, KITCHEN COOLING: 212-403 CFM HEATING: 212-417 CFM 3 TON/ FLOOR 208/230 V, 1—PHASE drawings. - VAPOR RETARDERS SHALL BE PROVIDED IN THE WARM-IN-WINTER SIDE OF ALL NON-VENTED FRAMED EER: 13.20 & DINING AREA: 60Hz CEILINGS, WALLS, AND FLOORS. ENERGY STAR: YES MODEL#: MLZ—KP18NA Applicant of record has not been retained for (16"x48") 18K BTU/H, supervision of construction and Special/Progress - MATERIALS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECESSED CEILING CASSETTE inspection. INSTALLATION INSTRUCTIONS. MUL11—ZONE HEAT PUMP SYSTEMS This plan is approved only for work indicated on the - MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED. application specification sheet. All other matters BEDROOMS: COOLING: 212-312 CFM HEATING: 212-325 CFM shown are not to be relied upon, or to be - MANUFACTURERS MANUALS FOR ALL INSTALLED HEATING AND COOLING EQUIPMENT AND SERVICE WATER MODEL#: MLZ—KP09NA considered either being approved or in accordance HEATING EQUIPMENT MUST BE PROVIDED. (16"x48") 9,000 BTU/H with applicable codes. ONE—WAY CEILING CASSETE, - INSULATION R-VALUES AND GLAZING U-FACTORS MUST BE CLEARLY MARKED AND VISIBLE ON ALL INSTALLED MULTI—ZONE HETA PUMP SYSTEMS ITEMS. - SUPPLY DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. - RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-4. - SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. - RETURN DUCTS IN UNCONDITIONED SPACES (EXCEPT BASEMENTS) MUST BE INSULATED TO R-2. PROJECT ADDRESS - INSULATION IS NOT REQUIRED ON RETURN DUCTS IN BASEMENTS. Constantine's Residence - ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, GASKETS, MASTICS, 275 Miriam Road, MASTIC-PLUS-EMBEDDED-FABRIC, OR TAPES. DUCT TAPE IS NOT PERMITTED. EXCEPTION: CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN. MattltUCk, NY 11952 W.G. (500 PA). DRAWING TITLE - DUCTS SHALL BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S GENERAL NOTES & INSTRUCTIONS. - COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. HVAC SPECIFICATIONS -AIR FILTERS ARE REQUIRED IN THE RETURN AIR SYSTEM. SEAL&SIGNATURE PROJECT No. - THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. CK2a=016 * REG/S Tit` /DRAWN BY - EACH DWELLING UNIT SHALL HAVE AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING ��� CHF �� C.K. THE SET POINT OF THE LARGEST ZONE. 2` a 'CHECKED BY - SEPARATE ELECTRIC METERS ARE REQUIRED FOR EACH DWELLING UNIT. `r FIREPLACE DOORS. 8 - FIREPLACES MUST' BE INSTALLED WITH TIGHT FITTING NON-COMBUSTIBLE � k * �' DATE: 04Y.2021 - FIREPLACES MUST BE PROVIDED WITH A SOURCE OF COMBUSTION AIR, AS REQUIRED BY THE FIREPLACE PROVISIONS OF THE BUILDING CODE OF THE STATE OF NEW YORK AS APPLICABLE. DOB APPROVAL&DATE DRAWING NUMBER - WATER HEATERS WITH VERTICAL PIPE RISERS MUST HAVE A HEAT TRAP ON BOTH THE INLET AND OUTLET A-020.00 UNLESS THE WATER HEATER HAS AN INTEGRAL HEAT TRAP OR IS A PART OF A CIRCULATING SYSTEM Sheet $ of 21 - ALL CIRCULATING HOT WATER PIPES TO BE INSULATED IN ACCORDANCE WITH CODE. ARCHITECTURAL ABBREVIATIONS GENERAL NOTES THE CODE. ADJACENT BUILDINGS.CONTRACTOR TO SUBMIT THE DEPTH (ELEVATION)OF THE Cherico King Architect, P.C. 1. IT IS THE INTENTION OF THIS CONTRACT TO CONSTRUCT THE BUILDING(S), 9• PROVIDE A MINIMUM 1'4 SQ. IN. LOUVER IN DOORS TO ALL ROOMS WITH LESS FOOTINGS TO THE ARCHITECT. A AMPERES F.E. FIRE EXTINGUISHER OH OVER HEAD FINISHED AND READY FOR OCCUPANCY, IN ACCORDANCE WITH THE CONTRACT THAN 18 SQ. FT.OF WI14DOW AREA. 4. CONTRACTOR TO MONITOR ALL EXCAVATION USING MECHANICAL EQUIPMENT. NO Architectural Design & Planning A.B. ANCHOR BOLT F.N. FIELD NAILING OPNG. OPENING DOCUMENTS AND ALL REQUIREMENTS OF THE LAW.ALTHOUGH ALL NECESSARY 10. PROVIDE METAL VENTILATORS, GRAVITY TYPE FOR COCKLOFT ROOF AREAS BEHIND USE OF MECHANICAL EQUIPMENT WITHIN 3-0"OF ADJACENT FOUNDATION. A.F.F. ABOVE FINISHED FLOOR F.O. IFACE OF OPPO. OPPOSITE WORK MAY NOT BE ITEMIZED IN THE DRAWINGS AND SPECIFICATIONS,THE EXTERIOR FACE BRICKWALLS. FREE AREA OF VENTILATORS SHALL BE A MINIMUM 5. WITHIN 3-0"OF ADJACENT FOUNDATION TO BE EXCAVATED BY HAND AND REPAIR 36-06 37th Street, 2nd Floor A.F.G. ABOVE FINISHED GRADE F.S. FLOOR SINK P.C. PRECAST CONCRETE CONTRACTOR WILL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND OF 1/300 OF ROOF AREA. ADJACENT FOUNDATION AS REQUIRED TO INSURE STRUCTURAL STABILITY OF Long Island City, New York, 11101 INCLUDE ALL WORK SPECIFIED OR IMPLIED FOR THE COMPLETE REPAIR OF THE . A C AIR CONDITIONING F G FIBERGLASS P.L. or R PROPERTY UNE ADJACENT BUILDINGTel: (718) 392-0078 ABC AGGREGATE BASE COURSE FAB. FABRICATE P.LAM. PLASTIC LAMINATE BUILDING(S). CONSTRUCTION NOTES (CONCRETE) 6. IF REQUIRED,THE OWNER/CONTRACTOR SHALL RETAIN A SITE ENGINEER TO E-mail: chericonckin arch.com ABS ACRYLONITRILE-BUTADIENE-STYRENE FACP FIRE ALARM CONTROL PANEL P.O.C. POINT OF CONNECTION 2. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND PROVIDE INSPECTIONS DURING CONSTRUCTION OPERATIONS FOR THE FOLLOWING v g REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO START OF WORK. 1. ALL CONCRETE WORK SHALL CONFORM TO CHAPTER 4 OF 2020 RESIDENTIAL WHERE APPLICABLE: ABV. ABOVE FDC FIRE DEPARTMENT CONNECTION PERF. PERFORATED 3. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NEW YORK STATE CODE OF NYS."BUILDING CODE REQUIREMENTS FOR CONCRETE FOODATIONS" 6.1. ENSURING ENGINEER IS ON SITE REV.NO REV.DATE DESCRIPTION ACB ASBESTOS-CEMENT BOARD FDN. FOUNDATION PERP. or 1 PERPENDICULAR BUILDING CODE AND ALL RULES AND REGULATIONS OF THE COUNTY AND STATE. AND"FOOTING". 6.2. EXCAVATION DEPTH ACOU. ACOUSTIC FHC FIRE HOSE CABINET PH or 0 PHASE 4. 2. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERVICES OF A LICENSED 6.3. PUMPING OPERATIONS 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW PROFESSIONAL ENGINEER FOR ALL CONTROLLED CONCRETE WORK.THIS ACT ACOUSTICAL CEILING TILE FIN. FINISH PL. PLASTER PROFESSIONAL ENGINEER SHALL FILE ALL THE DOCUMENTS AND BE RESPONSIBLE 6.4, PILE DRIVING OPERATIONS 2 07.10.2021 ISSUED FOR ZONING REVIEW n r nn r n nT'7T-�1'LT>-rmi`V' ADD. ADDITION or ADDENDUM FL FLOOR PL. or R PLATE FOR ALL INSPECTIONS 4ND FINAL APPROVALS AS REQUIRED BY THE BUILDING 6.5. SHEETING/SHORING/BRACING AG ABOVE GRADE FLG. FLOORING PLAS. PLASTIC 5. CONTRACTOR/OWNER SHALL OBTAIN BUILDING PERMIT. NO WORK SHALL CODE OF THE STATE 0=NEW YORK. COPIES OF ALL DOCUMENTS SHALL BE 6.6. ANGLE OF REPOSE 3 08.08.2022 ISSUED FOR DOB REVIEW PROCEED UNLESS BUILDING PERMIT IS DISPLAYED AT FRONT OF BUILDING(S). FORWARDED TO INSPEDDTOR AND ARCHITECT. AHU AIR HANDLER UNIT FLUOR. FLUORESCENT PLUMB. PLUMBING � 6.7. FORMS BRACING AL.orALUM, ALUMINUM FP FIRE PROOF PLYWD. PLYWOOD 6' GONTRAeTOR 61 ALL E)EITAIN A SEPARATE PERMIT FRE)M TI 1E DEPARTMENT 9F 3. ALL FOOTINGS,FOUNCATION WALLS, RETAINING WALLS, FRAMED SLABS AND 6.8. UNDERPINNING BEAMS SHALL BE CONTROLLED CONCRETE HAVING A MINIMUM ULTIMATE ALT. ALTERNATE FTG. FOOTING PORC. PORCELAIN 7 'ALL I e0NTRA6TeR nI 'A r)nT IN n SEPARATE PERMIT FReM TI Ir DEPARTMENT nor AIRY COMPRESSIVE STRENGTH OF 3500 P.S.I. IN 28 DAYS.ALL CONCRETE EXPOSED TO 6.9. GROUNDWATER ANL ANNEALED FURN. FURNISH PREFAB. PREFABRICATED nrneURCES rE)n ANY NEW BE) rn WEATHER OR GRADE SHALL BE AIR ENTRAINED.ALL OTHER CONCRETE SHALL 6.10. WORK AS PER PLAN ASPH. ASPHALT G.I. GALVANIZED IRON PSF POUNDS PER SQUARE FOOT 8. CONTRACTOR SHALL OBTAIN NEW CERTIFICATE OF OCCUPANCY. HE SHALL OBTAIN HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH IN 28 DAYS UNLESS 6.11. OTHER ENGINEERING WORKS TO BE DONE. AVG AVERAGE GA. GAUGE PSI POUNDS PER SQUARE INCH ALL PERMITS AND FINAL APPROVALS OF ALL DEPARTMENTS HAVING JURISDICTION. OTHERWISE SPECIFIEDAS FOLLOWS: AWG AMERICAN WIRE GAUGE GALV. GALVANIZED PTN. PARTITION 9. CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION INSURANCE AND SLABS ON GRADE - AIR ENTRAINED STONE 3500 P.S.I. BUILDING DEPARTMENT NOTES ANGLE GAR. GARAGE PVC POLYVINYLCLORIDE DISABILITY BENEFITS. SIDEWALKS - AIR ENTRAINED STONE 3500 P.S.I. - CONCRETE FILL - LIGHTWEIGHT 3500 P.S.I. 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS BEFORE B.M. BENCH MARK GFCI GROUND FAULT CIRCUIT INTERRUPTER PWR. POWER 10. CONTRACTOR SHALL PAY FOR ALL PERMITS, LICENSES,INSPECTION FEES AND ALLANY CONSTRUCTION WORK IS STARTED. OTHER CHARGES. SILLS&COPING - LOW ABSORPTION 5000 P.S.I. B.N. BOUNDARY NAILING GA GROUND FAULT INTERRUPTER Q.T. QUARRY TILE EQUIPMENT PADS - STONE 3500 P.S.I. 2. WHERE NON-COMBUSTIBLE PIPES AND CONDUITS PASS THROUGH RATED SHALL PROVIDE ALL NEEDLING,B.O. BOTTOM OF GL GLASS QTY. QUANTITY 11. WHERE EXISTING WORK , CUT AND/OR UNDERPINNED,CONTRACTOR SHORING,BRACING,WEDGING AND DRY-PACKING 4. CONCRETE SHALL NOT BE PLACED IN TEMPERATURE LESS THAN 40 DEGREES F.OR CONSTRUCTION,THE AREA OF SUCH OPENING MAY NOT EXCEED 25 SQ. IN.IN ANY N B.O.F. BOTTOM OF FOOTING GLB GLUE LAMINATED BEAM R RADIUS AND SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS WHEN TEMPERATURE IS ANTICIPATED TO BE BELOW 40 DEGREES F.WITHIN 48 100 SQ, FT.OF WALL OR FLOOR AREA.THE SPACE BETWEEN THE PIPE AND ITS B.U. BUILT UP GM GRADE MARK R.D.L. ROOF DRAIN LEADER OPERATION. HOURS AFTER POURING, SLEEVE OR OPENING MAY NOT EXCEED 1/2"AND WILL BE PACKED WITH THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES AS REQUIRED FOR NON-COMBUSTIBLE MATERIAL SUCH AS MINERAL WOOL, R302 B C BACK OF CURB GM GATE VALVE R.D.O. ROOF DRAIN OVERFLOW 12. THE CONTRACTOR SHALL BE REQUIRED TO PATCH, REPAIR,AND REPLACE ANY 5. INSTALLATION OF BUIL--IN WORK,SLEEVES,OPENINGS, INSERTS, ETC.AS 3. CONCEALED SPACES WITHIN PARTITIONS,WALLS, FLOORS, ROOFS,STAIRS, AREAS THAT ARE ALTERED OR DAMAGED DURING PROCESS OF CONSTRUCTION. REQUIRED. LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS SHALL BD. BOARD GRC GALVANIZED RIGID TUBING R.O. ROUGH OPENING FURRING, PIPE SPACES, ETC.,THAT WOULD PERMIT PASSAGE OF FLAME,SMOKE, BLDG BUILDING GYP. GYPSUM R.O.W.orR W RIGHT OF WAY 13. THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE BE SUBJECT TO THE AFPROVAL OF STRUCTURAL ENGINEER. FUMES,OR HOT GASES FROM ONE FLOOR TO ANOTHER,OR FROM ONE EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS WORK.SHOULD HE CONCEALED AREA TO ANOTHER,SHALL BE FIRESTOPPED TO FORM AN EFFECTIVE BILK. BLOCK GYP. BD. GYPSUM BOARD REF REFRIGERATOR BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR 6. ALL REINFORCING MATERIAL SHALL BE NEW BILLET STEEL CONFORMING TO DRAFT BARRIER OR SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL. BLKG. BLOCKING H.B. HOSE BIBB REF. REFERENCE STUDY, HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY. A.S.T,M.615 GRADE 60.SLAB ON GRADE REINFORCEMENT SHALL BE 6"x 6"-10/10 BM. BEAM H.C. HOLLOW CORE REINF. REINFORCED GAUGE WELDED WIRE MESH. 4. PLUMBING VENTS SHALL EXTEND ABOVE ROOF AS PER 2020 PLUMBING CODE OF 14. THE STRUCTURAL DESIGN IS BASED UPON EXISTING DRAWINGS(IF AVAILABLE), 7. MINIMUM CONCRETE COVER FOR NON-PRESTRESSED CAST-IN-PLACE CONCRETE NYS. BR BRASS H.M. HOLLOW METAL REQ'D. REQUIRED FIELD OBSERVATIONS AND/OR ASSUMPTIONS REGARDING THE EXISTING SHALL BE BASED ON A.C.I.318-89, PART 3,CHAPTER 7.7.1. EXCEPT AS NOTED 5. ALL ELECTRICAL OUTLETS TO MEET ALL REQUIREMENTS OF THE NYS ELECTRICAL BRG. BEARING H C HANDICAPPED RET. RETURN CONDITIONS AT THE SITE.VARIATIONS BETWEEN THE FIELD CONDITIONS AND OTHERWISE. MINIMUM COVER SHALL BE AS FOLLOWS: CODE. BRZ BRONZE HDBD. HARDBOARD REV. REVISION THESE DRAWINGS MAY EXIST.WHERE SUCH VARIATIONS ARE ENCOUNTERED THEY 6. THE CONTRACTOR MUST OBTAIN A CERTIFICATE OF OCCUPANCY UPON SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 8. PROVIDE NEW CONCRETE FOOTINGS ON SOUND UNDISTURBED SOIL FOR ALL NEW C.A.P. CONCRETE ASBESTOS PIPE HDW HARDWARE RM ROOM MASONRY AND CONCRETE BEARING WALLS. DEPTH OF ALL NEW FOOTINGS TO BE COMPLETION OF ALL WORK ON THIS PLAN TO COMPLY WITH THE LOCAL BUILDING 15. THE CONTRACTOR MUST PROTECT ALL BUILDING AND STRUCTURAL ELEMENTS CODE AND 2020 RESIDENTIAL CODE OF NYS. C.D. CONSTRUCTION DOCUMENTS HGT. HEIGHT RMV. REMOVE INCLUDING ALL CONCRETE OR MASONRY FIREPROOF ARCHES AGAINST DAMAGE 4'-0"MIN.BELOW GRADE OR TO UNDISTURBED SOIL,WHICHEVER IS GREATER. C.I.P. CAST IN PLACE HOR. HORIZONTAL S.C. SOLID CORE RESULTING FROM FALLING OBJECTS AND STORAGE OF CONSTRUCTION 9. PROVIDE NEW 4"REINFORCED CONCRETE SLAB WITH 6 MIL VAPOR BARRIER OVER 7• REQUIRED INSPECTION ITEMS:THE FOLLOWING ITEMS WORK SHALL BE C.J. CONTROL JOINT HTR HEATER S.D. SMOKE DETECTOR MATERIALS AND OTHER HEAVY LOADS DURING ENTIRE COURSE OF DEMOLITION CLEAN WELL COMPACTED SOIL IN ALL AREAS OF CELLAR, BASEMENT OR FIRST SUBJECT TO INSPECTION MADE WITNESSED BY OR UNDER DIRECT SUPERVISION OF AND CONSTRUCTION. FLOOR UNLESS NOTED OTHERWISE ON DRAWINGSAN ARCHITECT OR ENGINEER RETAINED BY THE OWNER WHO SHALL BE . C.O. CLEAN OUT HVAC "HEATING, VENTILATING & S.O.V. SHUT OFF VALVE ACCEPTABLE TO THE ARCHITECT. C.T. CERAMIC TILE & AIR CONDITIONING" S L SKYLIGHT 10. PROVIDE NEW 4"REINFORCED CONCRETE SLAB ON 6"GRAVEL BASE IN ALL COURT, 7.1. TEST REPORT AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE YARD AND FIRE PASSAGES UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE CAB CABINET HW HOT WATER S S STAINLESS STEEL MECHANICAL MINIMUM 1/4"PER FT.SLOPE TO DRAIN. BUILDING DEPARTMENT, CAM. ICAMBER HYD. HYDRAULIC SC SELF CLOSING 1. NEW SYSTEM HEATING AND HOT WATER SUPPLY, DISTRIBUTION, BOILER,AND ALL 11. PROVIDE NEW 4"REINFORCED CONCRETE SIDEWALKS ON 6"GRAVEL BASE FOR 7.2. ALL MATERIALS,ASSEMBLIES AND METHOD OF CONSTRUCTION REGULATED CCN CLOSED CIRCUIT TELEVISION I.C. INTERCOM OUTLET SCHED. SCHEDULE SAFETY DEVICES SHALL COMPLY WITH 2020 MECHANICAL CODE OF NYS.ALL GAS, ENTIRE SITE AND ELSEWHERE AS NOTED ON DRAWINGS. PROVIDE NEW METAL BY THE CODE AND NOT LISTED ABOVE SHALL BE SUBJECT TO REQUIRED CEM. CEMENT I.D. INSIDE DIAMETER SECT. SECTION ELECTRIC,WATER,SOIL,AND DRAINAGE LINES TO BE CONNECTED TO LOCAL FACED CURBS FOR ENTIRE SITE. NEW SIDEWALKS AND CURBS TO BE AS PER THE INSPECTION BY THE PERSON SUPERINTENDING THE CONSTRUCTION. UTILITIES WHERE AVAILABLE. BUILDING CODE OF THE STATE OF NEW YORK. 7.3. SIGNED COPIES OF ALL TESTS AND INSPECTION REPORTS SHALL BE FILED CER CERAMIC I.F. INSIDE FACE SES SERVICE ENTRANCE SECTION THROUGH THE ARCHITECT WITH THE DEPT. CFM CUBIC FEET PER MINUTE ID IDENTIFICATION SH SHEET 2. THE INSTALLATION OF ALL PLUMBING, ELECTRICAL,AND H.V.A.C.WORK SHALL 12. OPENINGS IN EXISTING CONCRETE SLABS ARE TO SEALED WITH 4"LIGHT WEIGHT COMPLY WITH ALL LOCAL AND STATE REGULATIONS. CONCRETE FILL.CONTRACTOR IS TO PREPARE EXISTING SURFACES TO ENSURE 8. DUCT FIRE RETARDING-DUCTS TO BE FIRE RETARDED AS PER PLANS AND TO BE CH or C CHANNEL IG ISOLATED GROUND SHT'G. SHEATHING 3. CONSTRUCTION OF BUILDING EXTERIOR ENVELOPE,AND INSTALLATION OF PROPER CONTRACTOR SHALL PROPERLY SHORE AND MAKE SAFE ALL FLOORS FOR FIRESTOPPED AT EACH TIER WITH 2"MINERAL WOOL. MAINTAIN 1/2"CLEARANCE All ideas, designs, arrangements and plans indicated CKT. BKR. CIRCUIT BREAKER IMC INTERMEDIATE METALLIC CONDUIT SIM. SIMILAR H.V.A.C.,SERVICE WATER HEATING, ELECTRICAL DISTRIBUTION AND ILLUMINATION THE EXECUTION OF THIS WORK. BETWEEN DUCTS AND SHEETROCK. or represented by this drawing are owned by and CL or CL CENTERLINE IMPG IMPREGNATED SPA. SPACE SYSTEMS AND EQUIPMENT TO COMPLY WITH THE NEW YORK STATE ENERGY 8.1. ADMINISTRATION the property of Cherico King Architect, PC. and were CLG. CEILING INCL. "INCLUDE, INCLUSIVE" SPECS SPECIFICATIONS CONSERVATION CONSTRUCTION CODE,2018 IECC. 8.1.1. ALL MATERIALS,ASSEMBLIES, FORMS,METHODS OF CONSTRUCTION, created, evolved, and developed for use on, and in CLKG. CAULKING INSUL. INSULATION SPKR. SPEAKER 4. ALL BATHROOMS AND KITCHENETTES WITHOUT WINDOWS TO BE VENTED AS PER AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING connection with the specified project. None of such SECTION R303,MECHANICAL EXHAUST VENTS FOR BATHROOMS AND REQUIREMENTS: ideas, designs, arrangements, or reproduction of CLO. CLOSET INT. INTERIOR SQ. FT. SQUARE FEET KITCHENETTES TO BE IN TWO(2) HOUR FIRE-RATED ENCLOSURES AS PER M1803, CONSTRUCTION NOTES (STRUCTURAL STEEL) 8.1.1,1. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE plans shall be used by or disclosed to any person, CLR. CLEAR J-BOX JUNCTION BOX SQ. IN. SQUARE INCHES AND FIREDAMPED BEYOND EACH REGISTER. PROVIDE MINIMUM FIVE(5)AIR 1. ALL STRUCTURAL STEEL SHALL CONFORM WITH A.I.S.C.SPECIFICATIONS FOR OF THE CODE BY THE BOARD,OR firm, or corporation for any purpose whatsoever CMU CONCRETE MASONRY UNIT JCT JUNCTION STC SOUND TRANSMISSION CLASS CHANGES PER HOUR AT BATHROOMS AND SIX(6)AIR CHANGES PER HOUR AT STRUCTURAL STEEL FOR BUILDINGS,LATEST EDITION. 8.1,1.2. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED without the express written permission of Cherico CNTRD. CENTERED JST. JOIST STD. STANDARD KITCHENETTES. 2. ALL STEEL SHALL BE A.S.T.M.-A36 HAVING A SPECIFIED MINIMUM YIELD POINT OF CODE TEST METHODS BY THE COMMISSIONER,OR King Architect, PC. Written dimensions on these COL. COLUMN JT, JOINT STL. STEEL 36,000 P.S.I. UNLESS OTHERWISE NOTED ON DRAWINGS. 8.1.1.3. APPROVED BY THE MANUFACTURERS,OR BY THE CONSTRUCTION drawings shall have precedence over scaled 3. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERVICES OF A LICENSED DIVISION OF THE BUILDING DEPARTMENT. dimensions. Contractors shall verify and be COMB. COMBINATION K-D KNOCK DOWN SUSP. SUSPENDED SMOKE DETECTOR NOTES responsible for all dimensions and conditions on the CONC. CONCRETE KD KILN DRIED SW SWITCH 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SMOKE DETECTORS AS PER PROFESSIONAL ENGINEER FOR ALL CONTROLLED INSPECTIONS AND REPORTS FOR 8.1.2. AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE DEPT.OF job, and this office must be notified of any variation STRUCTURAL STEEL.THIS PROFESSIONAL ENGINEER SHALL FILE ALL THE BUILDINGS BEFORE THE COMMENCEMENT OF WORK. CONST. CONSTRUCTION KO KNOCK OUT SYM SYMMETRICAL R314 SMOKE ALARMS AND HEAT DETECTION from the dimensions and conditions shown by these DOCUMENTS AND BE RESPONSIBLE FOR ALL AFFIDAVITS,CONTROLLED 8.2. INSPECTION REQUIREMENTS drawings. CONT. CONTINUOUS L.E.D. LIGHT EMITTING DIODE SYS. SYSTEM 2. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE TYPE INSPECTIONS,AND FINAL APPROVALS REQUIRED BY THE BUILDING CODE OF THE 82.1. THE FOLLOWING ITEMS OF WORK SHALL BE SUBJECT TO REQUIRED CONTR. CONTRACTOR L.FT. LINEAR FEET T & G TONGUE AND GROOVE SMOKE DETECTORS. REFER TO SECTION R314.AND NOTES. STATE OF NEW YORK.COPIES OF ALL DOCUMENTS SHALL BE FORWARDED TO INSPECTION, MADE AND WITNESSED AL B UNDER THE DIRECT 3. ALL SMOKE DETECTORS TO BE IONIZATION TYPE AS PER NEW YORK STATE ARCHITECT OR RECORD. SUPERVISION OF AN ARCHITECT OR ENGINEER RETAINED BY THE Applicant of record has not been retained for CU COPPER LAM LAMINATE T.B. THROUGH BOLT PP d PENNY LAT. LATERAL T.M.B. TELEPHONE MOUNTING BOARD BUILDING CODE. 4. ALL STEEL WORK SHALL BE EXECUTED FROM APPROVED SHOP DRAWINGS. OWNER WHO SHALL BE ACCEPTABLE TO THE ARCHITECT.TEST REPORT supervision of construction and Special/Progress 4. ALL SMOKE DETECTORS MUST BE INSTALLED IN EACH SLEEPING ROOMS.ALSO SEE 5. SHOP CONNECTIONS AND FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE BUILDING inspection. D.F. DRINKING FOUNTAIN LAV LAVATORY T.O. TOP OF LOCATION 8314.3 CONNECTION MATERIAL SHALL CONFORM TO A.S.T.M.DESIGNATIONS, LATEST DEPT. D.G. DECOMPOSED GRANITE LD. LEAD T.O.B. TOP OF BEAM 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED AND MAY BE WALL OR CEILING EDITION.ALL WELDING rO BE DONE BY LICENSED WELDERS AND SHALL BE 8.2.2. ALL MATERIALS,ASSEMBLIES AND METHODS OF CONSTRUCTION D.S. DOWN SPOUT LIN. LINEAR T.O.C. TOP OF CURB MOUNTED.ALL DETECTORS SHOULD BE INTERCONNECTED. INSPECTED BY AN APPROVED WELDING AGENCY WHICH SHALL ISSUE AN AFFIDAVIT REGULATED BY THE CODE AND NOT LISTED ABOVE SHALL BE SUBJECT This plan is approved only for work indicated on the D/W DISHWASHER LINO. LINOLEUM T.O.F. TOP OF FOOTING THAT ALL WELDING HAS BEEN INSPECTED AND FOUND TO BE IN CONFORMITY WITH TO SEMI CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING application specification sheet. All other matters DETAILS. shown are not to be relied upon, or to be MECHANICAL ROOM NOTES DBL. DOUBLE LT. LIGHT T.O.J. TOP OF JOIST THE CONSTRUCTION.SIGNED COPIES OF ALL TEST AND INSPECTION P 6. THE NEW STEEL BEAMS AND COLUMNS SHOWN ON THESE DRAWINGS HAVE BEEN REPORTS SHALL BE FILED THROUGH THE ARCHITECT WITH THE considered either being approved or in accordance DEMO DEMOLITION LTG. LIGHTING T.O.M. TOP OF MASONRY DIA. or 0 DIAMETER LVL LAMINATED VENEER LUMBER T.O.S. TOP OF SLAB 1. EQUIPMENT $6with applicable codes. fEER HOT WATER HEATER OBSERVED IN THE FIELD OR HAVE BEEN ASSUMED.VARIATIONS MAY EXIST BUILDING DEPT. TRADE NAME SEE PLAN SEE PLAN BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS.ANY DEVIATIONS 8.3. FIRE PROTECTION CONSTRUCTION REQUIREMENTS DIAL. DIAGONAL M.B. MACHINE BOLT T.O.W. TOP OF WALL MODEL# SEE PLAN SEE PLAN FROM THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DIM. DIMENSION M.H. MANHOLE T.S. TUBE STEEL INPUT SEE PLAN SEE PLAN ARCHITECT. 8.3.1. ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY WITH THE FOLLOWING: DL DEAD LOAD M.I. MALLEABLE IRON T.V. TELEVISION OUTLET NUMBER SEE PLAN SEE PLAN 7. ALL STRUCTURAL STEEL COLUMNS AND BEAMS ARE"NEW". 8.3.1.1. IT SHALL CONFORM WITH THE NFBU"FIRE RESISTANCE RATING", DN. DOWN M.O. MASONRY OPENING TEL TELEPHONE 2. ANY CHANGE OF HEATING APPARATUS TO BE FILED PRIOR TO INSTALLATION. 8. ALL NEW STRUCTURAL STEEL SHALL BE CLEANED, REINFORCED, REPLACED,AND OR ren r nr 3 GAS VENT Tr. n e Arnn,rnlT FE I.r R A ,,,,A rnc+n A nl I n. PAINTED AS FOLLOWS: DR DOOR MAR. MARBLE TH. THRESHOLD rn 8.3.1.2. IT SHALL HAVE BEEN TESTED IN ACCORDANCE WITH THE ASTM E.A. EXPANSION ANCHOR MAS. MASONRY THD. THREADED 4 8.1. ALL RUSTED STRUCTURE SHALL BE PROPERLY SHORED,AS REQUIRED. E-199 STANDARD METHODS OF FIRE TESTS OF BUILDING E.F. EXHAUST FAN MAT'L MATERIAL THK. THICK 5. PROVIDE FLOOR DRAIN IN MECHANICAL ROOM. 8.2. RUST SHALL BE C_EANED DOWN TO THE BASE METAL WITH MECHANICAL CONSTRUCTION AND MATERIALS"AND ACCEPTED BY THE E.J. EXPANSION JOINT MAX. MAXIMUM THRU THROUGH 6. PROVIDE MIN. 18"CLEARANCE BETWEEN HOT WATER HEATER AND ENCLOSING TOOLS,WIRE BRLSHES,SAND BLASTING OR MANUALLY, COMMISSIONER,OR E.N. END NAILING MECH. MECHANICAL TLT. TOILET WALL PARTITIONS. 8.3. IF THE ORIGINAL BASE METAL IS STILL IN PLACE UNDAMAGED, NO FURTHER 8.3.1.3. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE 7. PROVIDE 3'-0"CLEARANCE IN FRONT OF HOT WATER HEATER AND ENCLOSING REINFORCEMENTIS REQUIRED. PROCEED WITH'E'BELOW. OF CODE, E.W. EACH WAY MED. MEDIUM TRANS. TRANSFORMER WALL. 8.4. IF ORIGINAL BASE METAL IS DAMAGED,CONTRACTOR SHALL REPORT THIS TO 8.3.2. OPENING PROTECTIVES INCLUDING FRAMES,SELF-CLOSING DEVICES EA. EACH MFG. MANUFACTURING TYP. TYPICAL 8. PROVIDE 4'CONCRETE SLAB IN MECHANICAL ROOM. ENGINEER AND AYVAIT INSTRUCTIONS FROM SAME. AND HARDWARE SHALL COMPLY WITH ASTM E-108,"STANDARD EL ELEVATION MFR. MANUFACTURER UNF. UNFINISHED 9. PROVIDE ELECTRIC LIGHT IN MECHANICAL ROOM. 8.5. UPON COMPLETION OF RUST CLEANING,CONTINUE WITH PAINTING ALL METHODS OF FIRE TEST OF DOOR ASSEMBLIES"AND ASTM E-163, ELECT. "ELECTRIC, ELECTRICAL" MIN. MINIMUM UR URINAL 10. MECHANICAL ROOM CEILING:TWO(2) LAYERS 5/8"SHEETROCK,TYPE" . EXISTING STEEL AS PER SPECIFICATIONS. 8.3.3. INTERIOR FINISH:MATERIAL SHALL BE CLASSIFIED IN ACCORDANCE PROJECT ADDRESS X" ELEV. ELEVATOR MISC. MISCELLANEOUS V.B. VAPOR BARRIER 8.6. ALL REINFORCEMENT AND OR REPLACEMENT OF RUSTED STEEL SHALL BE WITH THE SURFACE FLAME-SPREAD RATING OBTAINED AS PRESCRIBED Constanti ne's Residence 11. REFER TO LEGEND FOR MECHANICAL ROOM ENCLOSURE PARTITIONS. NO METERS, IN ASTM E-84"STANDARD METHOD OF TEST FOR SURFACE EMC ELECTRICAL METALLIC CONDUIT MOD MODULAR V.I.F. VERIFY IN FIELD DUMBWAITER SHAFTS, ELEVATOR SHAFTS,INTERIOR STAIR OR REQUIRED OUTSIDE EXECUTED FROMAPPROVED SHOP DRAWINGS. BUILDING CHARACTERISTICS OF BUILDING MATERIALS." EMT ELECTRICAL METALLIC TUBING MTL. METAL VA VOLT AMPERE CELLAR ENTRANCE TO BE LOCATED WITHIN MECHANICAL ROOM. INTERIOR FINISH SHALL BE GROUPED INTO THE CLASSES OF 275 Miriam Road, ENT ELECTRICAL NON-METALLIC TUBING MUL MULLION VCT VINYL COMPOSITION TILE 12. MECHANICAL ROOM DOOR TO BE ONE(1) HOUR TEST FIREPROOFS SELF-CLOSING. THESE SCHEDULES: M attltUCk NY 1 952 EQ. EQUAL N.I.C. NOT IN CONTRACT VERT. VERTICAL APPROVED TYPE. INTERIOR FINISH CLASS FLAME SPREAD CLASS 13. NO STORAGE PERMITTED WITHIN MECHANICAL ROOM. CONSTRUCTION NOTES (STANDARD) A 0-25 EQUIP. EQUIPMENT N.T.S. NOT TO SCALE W C WATER CLOSET B 26-75 DRAWING TITLE EST. ESTIMATE NCM NON-CORROSIVE METAL WDW WINDOW 1. ALL DIMENSIONS ARE TJ FINISH SURFACES. C 76-225 2. ALL EXPOSED SURFACES ARE TO BE PROPERLY FLASHED AND ALL EXPOSED JOINTS ABBREVIATIONS & EVAP. EVAPORATIVE COOLER NFC NOT FOR CONSTRUCTION WCT WAINSCOT D OVER 225 VENTILATION NOTES TO BE PROPERLY CAUL<ED. INTERIOR FINISH EXCEPT FINISH FLOORING AND FLOOR EXC ELECTRIC DRINKING COOLER NO. NAILER WP WEATHER PROOF 3. PROVIDE NEW GYPSUM BOARD CEILING IN ALL ROOMS.CEILING HEIGHT TO BE A COVERING,WALL COVERINGS LESS THAN 0.036"IN TOTAL EXC EXCAVATE N0. NUMBER WT. WEIGHT 1. KITCHENETTE DUCTS SHALL BE A MINIMUM 18 GAUGE GALVANIZED SHEET METAL. EXH. EXHAUST NOM. NOMINAL W WTH 2. INTERIOR BATHROOM DUCTS SHALL BE A MINIMUM 24 GAUGE GALVANIZED SHEET MINIMUM 4 IN.ABOVE WINDOW HEAD AND A MINIMUM HEIGHT OF 8 FT. THICKNESS,SHALL HAVE A FLAME SPREAD RATING NOT GENERAL NOTES METAL. 4. PROVIDE NEW PLASTERAT WALLS AND CEILINGS IN ALL HALLWAYS, LOBBIES, GREATER THAN THAT LISTED. EXIST. or E EXISTING O.C. ON CENTER W/o WITHOUT VESTIBULES,AND STAIR HALLS,AND ELSEWHERE AS NOTED ON THE FINISH 3. ALL DUCTS SHALL BE FITTED WITH APPROVED REGISTERS AND FUSIBLE LINK FIRE EXT. EXTERIOR O.D. OUTSIDE DIAMETER WD. WOOD SCHEDULE.WHERE STRUCTURAL OR MECHANICAL SYSTEMS (ELEC.,PLUMB.,HVAC) DAMPERS. PROHIBIT THE APPLICATION OF A PLASTER CEILING,A NEW GYPSUM BOARD SEAL&SIGNATURE PROJECT No. F.A. FIRE ALARM O.H. OVER HANG W.I. WROUGHT IRON 4. ALL MECHANICAL VENTILATION DUCTS SHALL BE ENCLOSED WITH TWO(2) LAYERS SUSPENDED CEILING SHALL BE PROVIDED. F.C. FAN COIL 0.1. ORNAMENTAL IRON YD. YARD OF ONE(1) INCH GYPSUM COREBOARD TO ACHIEVE A TWO(2) HOUR FIRE RATING. CK21-016 5. PROVIDE ALL NEW HAL_STAIRS INCLUDING STRINGERS,STAIRS AND ASSEMBLIES, F.C.O. FLOOR CLEAN OUT O.R. OUTSIDE RADIUS 5. WHERE MECHANICAL VENTILATION DUCTS PASS THROUGH WALLS OR FLOORS, REGIS INTERMEDIATE LANDINGS AND ASSEMBLIES, NEWEL POSTS, BALUSTERS,AND * �� DRAWN BY F.D. FLOOR DRAIN OAI OUTSIDE AIR INTAKE I I I THE OPENINGS SHALL BE FIRE STOPPED WITH VERMICLITE PLASTER AND WIRE HANDRAILS. FLOOR FINSH ON THREADS AND LANDINGS TO BE FINISHED AS PER co _CH 'A MESH OR F.C.60 GYPSUM BOARD. OWNER. �y,� _ C. 6. ALL VENTILATION DUCTS SHALL TERMINATE AT ROOF IN APPROVED TYPE ROOF 6. PROVIDE NEW INSULATION AT ALL ROOF AREAS, EXTERIOR PERIMETER WALLS,AND EXHAUST FANS.SUCH FANS SHALL HAVE CAPACITIES AS INDICATED ON THEP. CH CKED BY ALL FLOORS ABOVE UNHEATED SPACES AS PER NEW YORK STATE ENERGY -n N n C7 DRAWINGS,AND SHALL OPERATE CONTINUOUSLY, CONSERVATION CODE. Z 7. UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS SHALL 7, FIRE STOPPING SHALL BE PROVIDED AS PER NEW YORK STATE BUILDING CODE INy�s8 �' C BE TESTED BY OR UNDER THE SUPERVISION OF: THE FOLLOWING AREAS: �Rf( * DATE: 7.1. UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS ALL VERTICAL CHASES AND FLOOR PENETRATIONS. 04.07. O21 SHALL BE TESTED BY OR UNDER THE SUPERVISION OF: ALL FIRE-RATED ASSEMBLIES. LICENSED PROFESSIONAL ENGINEER,QUALIFIED TO CONDUCT SUCH A TEST; ALL FIRE DIVISIONS AND SEPARATIONS. OR ALL PERIMETER FURRING AT MASONRY WALLS, DOB APPROVAL&DATE DRAWING NUMBER 7.2. PERSON HAVING MINIMUM FIVE(5)YEARS EXPERIENCE SUPERVISING ALL LOAD BEARING PARTITIONS EXISTING AND NEW. A-030.00 _O 0"OO INSTALLATION OF SUCH SYSTEMS AND QUALIFIED TO CONDUCT SUCH A TEST. SPECIAL NOTES THE TEST SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR 1. THE OWNER/CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN Sheet 9 of 21 VENTILATION AND FUNCTIONING FOR ALL OPERATING DEVICES.SUCH QUALIFIED THE PLANS,INCLUDING FIELD CONDITIONS,CONSTRUCTION DETAILS AND OR TESTER SHALL FILE A CERTIFICATE INDICATING WHETHER TEST SHOWS THAT THE SPECIFICATIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. RATE OF AIR SUPPLY MEETS REQUIREMENTS OF THE CODE. 8. OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL 2. THE BUILDING SHALL BE SUFFICIENTLY BRACED AT ALL TIMES DURING THE COURSE BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF OF CONSTRUCTION TO SATISFY RAIN,SNOW OR WIND LOADS. 3. CONTRACTOR TO PERFORM TEST PITS TO VERIFY THE DEPTH OF FOOTINGS OF THE IIA OWTS General Requirements POLYLOK '1 1.Installer shall provide a certNlcation of the Installation and construction(W.W.M:T3)fmn a PROFESSIONAL ENGINEER OR Cherieo King Architect, P.C. DISTRIBUTION BOX REGISTERED ARCHITECT for flnalapproval ofNosyatrrn Architectural Design & Planning W1 LOCKING COVER' 2.The Installer of VA OWTS must hold a current Liquid Waste License pursuant to Chapter 583 Article VH(Septic Industry Businesses)and Endorsement J(Innovative and Altemalivve Treatment System Installer)through tins Suftlk Courtly FROM 0WTS CONCRM Department of Labor.Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(11)(J);The Department 36-06 37th Street, 2nd Floor --�TO LEACHING FIELDS COLLAR24 of Labor,Llperwing,and Consumer Affairs.maintains a list of licensed VA OWTS Malntenanoo Providers. STOPPER` END Long Island City, New York, 11101 PLUG S.An executed Operation and Maintenance Contract between the Maintenance Provider and Properly owner must be Tel: (718) 392-0078 submitted to tyle Department \-PROWDErSPEED LEVELEi? RISER ds COVER?z" THICK. TJNDERt7RAJN " I4.All Installed IIA OWTS are required to have an Initial 3-year warranty and operatioNmalntenan ce servi a contract. 11100000011 E-mail: cherico@ckingarch.com ON EACOUTLET 5.When&1/A OWTS requires a vent,the unit shag be rented to the roof of the residence.being served.Vent pipes Shall FILTER MATERIAL TYPE I n8ER JOINT extend a minimum of B Inches above the roolline and the top of the vent shall have a minimum horizontal separation of 12 ��r� REV.NO REV.DATE DESCRIPTION PACKKNG Inches to the sloped portion of the roof.In oases whore It Is not practical to vent the system to the residence roof,a vent aA pipe may be piped to the exterior aide of the residence and terminate a minimum of 18 Inches above grade.These vent 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW P L YL o K D-B 0 x DETAIL pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.Ali d SEWER PIPE vent pipes must have a'minimum diameter of 2lrtches. (TYPICAL) Provide 2"vent pipe from the OWTS To the single-family dwelling and cornecttothe waste 2 07.10.2021 ISSUED FOR ZONING REVIEW N.T.S. PVC PIPE D3034 pipe venting system within the house.Pipe shall have a positive slope Som the OWTS to the 3 08.08.2022 ISSUED FOR DOB REVIEW B 3rd SDR M house'so Bqufd will drain toward the treatment unit BENS B.Garbage grinders shall not be permitted when an WA OWTS Is utilized as means of sewage disposal.In addition,ureterW 'TO SEP77C softeners shall not discharge into snUA OWTS. > FROM DM-U/NC TANK 7.Install VA OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the manufacturershell be Implemented F_ N52 O 00'00 ff E 50.00 ti Gl. 609 PIC W)S C/ TO PVC B.The UA OWTS tank shag be installed at level in all directions(with a mwdmum tolerance in any direction or+lone �-----�_ LOCKING COVER. HOUSE ADAPTOR quarter inch)on a minimum 34nch thick bed of properly leveled and compacted sand(free from rocks)or pea grave CLEAN o U T DETAIL 9.The top of the VA OWTS tank shelf not be bated greater than 2.5 feet or less than oneitaot below final grade. REMOTE PLC CONTROL N .T._S . Electrical Requirements � M _-4_ _,.,, 36'X367(6' P.C, PANEL W/ HP80 1.Control PanelsTr"~ SLAB WITH 6X6 CV W1.4XW1;4WWM COMPRESSOR a.All wiring and equipment are to be installed by Uthe elsoUrioal Contr®atvr In accordance with the National Eleotrlo Code(NEC)and local codas. b.The control panel box must be placed outside on a suitable pedestal nserthe structure that g serves. ;t t.� a''� ' *'• Alternatively,the panel box may be mounted on an outside wall of the stnrcture(prelfarable a utility I room,and not a wring spaos). Q CONTROL PANEL & AIR PUMP ELEVATI❑N c.The control panel shall be placed at a corntbriable height for soon& s■s_■ a .1 C:) - d.The panel shell meet Nations[Electrical Manufacturers Association(NEMA)4k spe fictions. �~ POOL �,.-1 � � e.The Conduit must have appropHete seals m prevent geese and moisture from reaching the control 6 panel or)unction boxes. + C:► ,r y� L" f.Each system shall be equipped wtih a Ifun�oning ti warning system whloh will activole audible and BACKWASH H Q 10- DW POOL _I t t11 visual alarms thatcan be readily seen and heard by the occupants of the building served. 2.Pumps,Blowers,Leval Sensors,and Controls 0.The electrical Junction box serving the pump motor and floats must be watertight and located outside ©• t •� the UA OWTS tank Chamber. PROPOSES STONE b.The Department shall observe the pump system operate through a normal operating cycle. .-- PATIOff0N GRADE _ i I t~ ^ PATIO (IN _�� _ t y , 1t +i? C.Inspection for leakage of the force main fittings will be made during the pump teat procedure. UV PROPOSED ROOF DRYWELL � � ECEC. ROOF DRYWELL I I Il i � � PANEL General Construcdon Nates l 1.LOTAREA:10,600 SF CAR 0241 ACERB 2.SCTM1t 1000.99.1-26 P 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM ASURVEY BYAJC LAND SURVEYING,PLLC..Last Dated APPROXIMATE LOCATION AMP BREAKER JULY 1.2021.ELEVATION$REFERENCED TO THE NAVD 88 DATUM 1 0ENOJR RA 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF EXISTING HOUSE W BOX BELOW OF THE TOWN OF SOUTHDL13 AND THE SUFFOLK COUNTY DEPARTMENT'OF HEALTH SERVICES AS REQUIRED GRADE IN E CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF All UTILITIES PRIOR TO THE (I (TO B E DEMOLISHED) sK'r�NazER 5.THE OF WO ,THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE SHAWN M. BARRON M.S. WOW. IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. PROPOSED a BURIAL WORK 8.THE WCCCONTRACTOR SHALL BERESPONSIBLE FOR SECURING ALL NECESSARY FimmrrSBEFORECOMMENCING 3'X3 5 BEDROOM 211STORY GRADE ELEV. 53.95' CONCRETE PAD � � t.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN AC0011DANM WITH TOWN,couN-Y.STATE FRAME H D US AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DIEP061NG OFF ALL UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. FOR AIR PUMP 1 S FCR ELEV. = G4.0' >r APPROXIMATE LOCATION 0.5' SANDY LOAM (SM} PLC CaVIROL PANEL All ideas, designs, arrangements and plans indicated AND CONTROLS of EXISTING CESSPOOL TO WAP80 COMPRESSOR AIR PUMP S.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THECOUNTyANDCOMPLYWITHTHEIRREGULATIONS. a or represented by this drawing are owned by and W BE REMOVED. 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH;I=psi 2dDAY STRENGTH CONCRETE. UJcreated, property of Cherico King Architect, PC. and were C.O. IN 10.SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS created, evolved, and developed for use on, and in connection with the specified project. None of such BASEMENT rr 11.DURINGCONWIRUCTION,EROSIONANDSEDIMENTCONTROLMEASURESTOBEunLRmASNECESSARYTO ideas, designs, arrangements, or reproduction of ELECTRIC RISER DIAGRAM ''TIS EMPLOYED INTHEIRT OF NSSTIMENT TO OFF ALLATIONANDSITE AREAS,MAINTENANCEOFSEROSIONCCONTR�OLMEASUIRPESODS AND U. SHHAI•L plans shall be used by or disclosed to any person, ELECTRICAL ) /_�OILE TEST MIXED SAND WITH CONFORM TO THE NEW YORKGUIDEUNESFOREROSIONANDSEDIMENTCONTROL, w firm, or corporation for any purpose whatsoever CONNECTION IN � GRAVEL (SP) N.T.S. rP 12.ALL BACKFLLSHALL BESELECT GRANILXMMATERIAL COMPACTEDTo9Sd6MA)OMUMDENSITYATTHEOPTIMUM IN_ without the express written permission of cherico CONDUIT PORCH 0P W MOISTURECONTENTASDETERMINEDSYSTANDARDPROCTORTEST. Z King Architect, PC. Written dimensions on these GARAGE I GW 13.ALL COVERS ONTRFATMENTUNIiBHALLHAVELOCrONGCiI��ERS W d drawings shall have precedence over scaled VENT LINE ---FL= 55.0 ELEV.=5.09 10/4/19W d dimensions. Contractors shall verify and be V CONCRETE CURB PRowDEt"VENTPIPEFROBiTHEOWTSTOTHESIN{3LEFANILYDVYEliJHGAND00NNECTTOTHEWASTEPIPEYEMING fe- -� responsible for all dimensions and conditions on the SITE 1# 553325.1 NOTE• SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITIVE SLOPE FROTH THE OWTS TO THE HOUSE SO ANY LIQUID AIR LINE WILL DRAIN TOWARD THETREATMODUNIT, - 0 job, and this office must be notified of any variation I © _ ,.,w,I 4 THERE ARE N O DOMESTIC WATER WELLSSAN10'elmZ H 41- drawings. 3: from the dimensions and conditions shown by these HYDRC)ACTIt7N UP - � :.�_;�'::: '� d >� 3: RY SYSTEM DESIGN W ) AN500 E , ..:, - :�:., WITHIN 150OF SUBJECT PROPERTY 0 y � Applicant of record has not been retained for 5 BEDROOMS CF) supervision of construction and Special/Progress APPROXIMATE I E � OCTOBER 14, 2020 r t7 LOCATION OF D-BOX 152-': ' -�-� UG ELECTRICAL NOTES �.. inspection. ""-- ��- _ y , NO WATER ENCOUNTERED 0241 "M H YD R O A C TI O N A N 5 O O = 5 O d �■ t- t- EXISTING UTILITY E SERVICE 1.0 FROM «� g P �.L. t-- 073 � K� CMA This plan is approved only for work indicated on the POLE PROPERTY LINE application specification sheet. All other matters I PP P _ �® shown are not to be relied upon, or to be IE-ACHING e•�l� 0 considered either being approved or in accordance PROPOSED m with applicable codes. w WATER SERVICE d X D e e LP LP [ 21 DIa p Leaching Pools CL o ON„ e4� E "�1N::v .._ -- � 1 8"D'ia X B'Deep Expansion Poul °- [2] B'Dia x.8'DeE;p IiGRAVEL� _ ,;. ..,; Water lines must be inspected by the •, ''1 �7 � on VJ Leaching Pools 111i'1 $ I E r Suffolk Caunt� `' •� CONSTANTI N E TRAFFIC W/ EP �5 f w` I Dent. of Health Services. C COVER �°' o CGNIJrt)L PAm heavy duty :\ ""✓,. 0 E Call (631) 652.5754,48 hours in pa I�av mm cast iron covers Lorscrrvc GO �, 275 M I RIAM RD min. 601bs to rade f" ,;, advance, to schedule inspection(s). o-Q3 ECMIM g ,.:E, " MATTITUCK, NY $'Dia x 8't7ee W ,/ - _- CTM# COC}-99-1-28 [ ] p Q ASPHALT E W Expansion Pool W/ 1rRAFFIC QI �. ; DRIVEWAY, r COVER W/ heavy duty Cast iron C7 E I © .1 B PROJECT ADDRESS D. P` h 1J '� Q h` 104 covers min solos. t© grade. THIS D. 4L F �� Constantine's Residence POOL TO BE INSTALLED WITH � F, E /48 ,,�,, CD eCt) ``�`�so � OTHER LPS� 1 / W �. � 6 275 Miriam Road, E: 1 COt1� And the line mush be r` a �^'� 35�.4s, �' Desi n Rrofess;©rtal's Car fication e' Mattituck, NY 11952 capped _ E_ _w _ e • g R qu�red. 7JJ 66 'Sub'rhit P.E. or R.A. C rtifiCatloh For DRAVVINGTITLE S a f(�f'�f1 50.0Qf 7J The Installation and Construction of the Sewage Disposal System SANITARY SYSTEM APPROXIMATE 1�./�jw Abandonment of the existing sanitary syster� must b��e Irl LOCATION OF EXISTING conformance Wth the Department's requirements. Use Farm x'11 -073 DESIGN BILL ❑F MATERIALS DRAWN BY; JF /JP UTILITY POLE W Submit completed_ form VriJlW-080 as proof ITEM PIN nIPTION oTn HA-1$0056 TANK, AN50I 245 NITROGEN REDUCTION 1 / A 180055 TANK, AN500r245 PRETREATMENT 1 APPROXIMATE LOCATION w 1P0ad �� �Ia 1DD11e COUPLING, + BCH 35 PVC �x� 1 SEAL&SIGNATURE PROJECT No. OF EXISTING WATER MAIN. w C`' y C C1 P4001160028 ADHLWVE, CARTRIDGE 8 FG CONNECIING PANEL 24x19 1 R 0� /��p yA� _ h ���� {��t � � CZ 240031 SCREW, 1" #1D SELF TAP PPH �IfJC 2 MA `CH 17# 2022 R�G CK21-016 (PROVIDE NEYY 1-1/4 �V D 750066 FASTENER, 3/8-16 X 3 3/4' AT HHCS /� P I SUFFt3LK '�OUhITY .DEPAR MENT OF HEALTH SERVICES * sT UNDERGROUND NATER ~ �6 02 1)2 200006 D1 200013 NUT, 3R, 3iO IG 3 PERMIT FOR AP RC31/AL F �i01NS �y� CHF,Q���At� DRAWN D3 200034 WASHER, S:83/8`'LOCKWAaHER 1 MAIN SERVICE TO THE l E 100110 ASSEMBLY, RE-CIRCULATION 245 COMP ETE I P TRUt✓TICIN FOR A _y O� c. F AP600-P AP600 ATU W/ PLATFORPI COMPLETE I SINGLE FAMILY ESIDENCE ONLY SCALE: AS NOTED � �'4 N : "1 ECKED BY HOUSE) G EC50-30-LIDO-PLC EC50-30-L-i00-PLC 1 "2 H 100023 PIPE, 4' P11C SCH35 CT) 16' LONG 01 �y K I 100023 PIPE, 4' PVC SCH35 (l) Z8" LONG y� J 180111 TEE, STRAIGHT 4" SCH35 1 k >� DAT : K 100023 PIPE, 4' PVC SCH35 (1) 10' LING f J r SHEET No. AN300 545 NITROGEN RE]IUCTON SYSTEM vwM W'A°"" DATE 5/20/2022 REF. No. R-22-0358 04 07.2021 nrrwvo sn smuruac aRin � PART e• r� L J lipd_a to iod 06/43/L4 007 HA-180036 '1 APPROVED .4 C2_ ,.,g -A - DOB A IPROVAL DATE DRAWING NUMB FOR MAXIMUM bF 5 QT BEDROOMS HNJL7jnL..#RO A TION P-100.00 EXPIRES THREE YEARS FROM DATE OF APPROVAL I ' SITE P1,AN E AN500 IDETAIL Sheet 10 of 21 SCALE: 1" = 20' SCALE:. NTS Cherico King Architect, P.C. Architectural Design & Planning DEPARTMENT OF BUILDING NOTES: n MINIMUM 2 -0" M I N I M U M 2 -0)) 0" 36-06 37th Street, 2nd Floor ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE 2020 7) HOT AND COLD WATER PIPING: ABOVE ROOF ABOVE ROOF Long Island City, New York, 11101 RESIDENTIAL CODE OF NEW YORK Ste. ALL AMENDMENTS AND RULES AND Tel: (718) 392-0078 REGULATIONS OF THE DEPARTMENT OF BUILDINGS TO-DATE. INSPECTIONS AND a.PIPE: COPPER TUBING, TYPE L E-mail: cherico@ckingarch.com SIGN-OFF OF COMPLETE WORK SHALL BE MADE AS PER LOCAL JURISDICTION OF THE b.FITTINGS: WROUGHT OR BRONZE GENERAL ADMINISTRATION PROVISIONS. c.JOINTS: 95-5 (TIN AND ANTIMONY) SOLDER REV.NO REV.DATE DESCRIPTION THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION d.GATE VALVE: ALL BRONZE, SIMILAR TO STOCKHAM B-109 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW SPECIACA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER 13EING APPROVED OR IN ACCORDANCE WITH e.SWING CHECK VALVE: BUNA-N OR TEFLON DISC, SOLDER 2 07,10.2021 ISSUED FOR ZONING REVIEW APPLICABLE CODES. ENDS, SIMILAR TO STOCKHAM B-301 B 3 08.08.2022 ISSUED FOR DOB REVIEW ALL PIPING, VALVES AND FITTING SHALL BE SUPPLIED AND INSTALLED PER THE 2020 f. BALL VALVE: TWO PIECE, BRASS, TEFLON SEAT, C.P. BALL, 4"STACK 4"STACK PLUMBING CODE OF NEW YORK STATE. SOLDER ENDS, 400 PSI, SIMILAR TO STOCKHAM S-215-S. 8c VENT & VENT 9 INSULATED WITH OFIBERGLASS LD WATER PAND GCOVERED WITH ALL AND FITTINGS LL BE ATTIC SCOPE OF WORK: SERVICE JACKET. PROVIDE VAPOR BARRIER FOR COLD WATER ROOF THIS PROJECT IS FOR NEIN PLUMBING WORK AT 275 MIRIAM ROAD, MATTITUCK PIPING. INSULATION TO BE MANVILLE MICRO-LOK 25/50. IN SOFFOLK COUNTY. THE SCOPE OF WORK INCLUDES THE FOLLOWING: GUTTER 8c 1. PLUMBING TO NEW BATHROOM IN BASEMENT, 1st AND 2nd FLOOR, 1st INSULATION THICKNESS FOR HOT WATER PIPING TO BE NOT FLOOR KITCHEN, OUTDOOR SWIMMING POOL LESS THAN 1" OF INSULATION. INSULATION THICKNESS FOR LEADER 2" I 2" -�- -- 2. ALL APPLIANCES AND HEATING COLD WATER PIPING TO BE 1/2" THICK.EQUIPMENT TO BE ELECTRIC, INCLUDING - - - --I - _ - - -I I T - - -T - - STOVE & HEAT PUMPS. 8) SANITARY, STORM DRAIN AND VENT PIPING „ - „ I „ I „ 1 I I I �� a.PIPE: HUBLESS CAST IRON SOIL PIPE CONORMING TO CISPI 2 i 2 1 2 1 LAV 2 1 I 2 i LAV IWC I IWC I I i 2 1 2 LAV 'LAV IWC LAV 1 2 12 I 12 j 2” 2" STANDARD 301-72, WITH STAINLESS STEEL COUPLINGS. I I I I I I I I b.SERVICE WEIGHT HUB AND GASKET CAST IRON SOIL PIPE GENERAL NOTES: FOR UNDERGROUND PIPE. I I TUB � I TUB I 1.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE 9) HANGERS AND SUPPORTS: SHOWER I I 2020 NEW YORK STATE BUILDING CODE. 2 2 1 2 2 1 2 SHOWER 2nd FLOOR 2.CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXACT a.HORIZON CAST IRON SOIL PIPE, CLEVIS TYPE HANGERS WITH C.0."'-0ON CENTERS. PIPING I I I FIELD DIMENSIONS AND EXACT LOCATIONS OF EQUIPMENT, PIPING, STEEL RODS AND SPACED 5 ETC. AS SHOWN ON THE PLANS. 1-1/4" AND SMALLER SHALL BE SUPPORTED EVERY 8'-0" C.0. 3 3 4» 1 4» 3 I 4>> 3�� C.0. MAXIMUM. THERE SHALL BE NO METAL-TO-METAL CONTACT 3.CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED AND PAY AT SUPPORTS. PROVIDE SHEET METAL STRIPS UNDER FOR SAME PRIOR TO THE START OF THE WORK. INSULATED PIPING. PROVIDE EXPANSION SHIELDS SIMILAR TO 4.WHERE REQUIRED, PENETRATIONS SHALL BE FIRE-STOPPED TO HILTI FOR FASTENING HANGER RODS. (-- - - T - ` 1 — I` -I- -- MAINTAIN THE FIRE RATING OF THE ASSEMBLY, IN ACCORDANCE b.WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT 2" 1 2"I 1 12 12" I 12 12' 12" WITH ASTM E 814-97. I I I I I FASTENING OF HANGER RODS IN REQUIRED LOCATION, I 1 5.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND I SINK I SINK I IWC I LAV 1 f WC I LAV I WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING PPROVED. PIPING SHALL NOT BE HUNG FROM OTHER PIPING Irl I --�- MANAGEMENT OR FACILITY iMANAGEMENT. OR FROM PLASTER CEILINGS. I ( I TUB 6.THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE, VERIFY c.PAINT HANGERS AND SUPPORTS INCLUDING RODS, INSERTS, 1st FLOOR 2" 2" I 2" 1 2" 1st FLOOR ALL DIMENSIONS, AND NOTIFY THE ENGINEER OF UNUSUAL ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE CONDITIONS IN WRITING PRIOR TO THE START OF WORK. GALVANIZED MATERIALS. GRADE 7.CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING ALLd.PROVIDE APPROVED FLOOR STANDS WALL BRACKETS C.0. I I I C.O. EQUIPMENT TO THE JOB SITE, INCLUDING RIGGING, FIELD MASONRY PIERS, ETC. FOR ALL LINES RUNNING NEAR THE _ 4 j 4 4" 3 C 0 All ideas, designs, arrangements and plans indicated MEASUREMENTS FOR RIGGING, REMOVAL, ETC. FLOORS AND WHICH CAN BE PROPERLY SUPPORTED BY THE —I` - or represented by this drawing are owned by and FLOORS OR WALLS. r - - �I ( I the property of Cherico King Architect, PC. and were 8.THE DRAWING SCALE, WHEEZE SHOWN ON DRAWINGS IS FOR 2>> I 2»I 2>> ( I created, evolved, and developed for use on, and in INFORMATION ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 10) PLUMBING FIXTURES: POOL ( I I connection with the specified project. None of such AND CURRENT CONDITIONS IN FIELD PRIOR TO START OF WORK. a.PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THE I I I I 4 ideas, designs, arrangements, or reproduction of LAV IWC plans shall be used b or disclosed to an person, • IF ANY DISCREPANCIES BASED ON CONTRACT ARE FOUND IN THE ARCHITECTURAL DRAWINGS OR KITCHEN CONSULTANT I � I p y y p FIELD, CONTRACTOR SHALL NOTIFY THE AUTHORITY AND AWAIT DRAWINGS. I I HOUSE FAI firm, or corporation for any purpose whatsoever INSTRUCTIONS FROM THE SAME. w without the express written permission of Cherico King Architect, PC. Written dimensions on these 9.THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON b.PROVIDE ALL FIXTURES COMPLETE WITH ALL SUPPLY BASEMENT SHOWER 2 I TRAP I GRADE drawings shall have precedence over scaled FITTINGS, TRAPS, VALVES, CARRIERS AND APPURTENANCES DRYWELL ROOF I dimensions. Contractors shall verify and be THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS NECESSARY FOR OPERATION. SEE ARCHITECTURAL PLANS FOR1 I responsible for all dimensions and conditions on the SHOWN ARE NOT TO BE R17-LIED UPON OR TO BE CONSIDERED AS SPECS NOT CONTAINED HEREIN. DRYWELLS C.0. » i 4 C.0, I job, and this office must be notified of any variation 4 EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE c.IF NOT SPECIFIED WITH FIXTURE, PROVIDE CHROME PLATED C.0• 4 4 from the dimensions and conditions shown by these CODE. TO LEECHING drawings. 10. TO THE BEST OF THE APPLICANT'S KNOWLEDGE, BELIEF AND SUPPLIES THROUGH WALL. WHEEL HANDLE STOPS AND 4" POOLS & FLEXIBLE SUPPLY RISERS, TAIL PIECES, CAST BRASS Applicant of record has not been retained for PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN COMPLIANCE P-TRAPS, WASTE TO WALL ESCUTCHEONS AS REQUIRED. EXPANSION WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW POOL supervision of construction and Special/Progress d.ALL FIXTURES TO BE IN COMPLIANCE WITH LOCAL MUNICIPAL inspection. YORK STATE. AND STATE HANDICAP REQUIREMENTS IN GENERAL ANSI A 117.1 IS TO BE FOLLOWED. PROVIDE INSTALLATION ON ALL This plan is approved only for work indicated on the TRAPS AND HOT WATER SUPPLIES WHERE REQUIRED. application specification sheet. All other matters PERMITS AND CERTIFICATES: e.MOUNT ALL LAV, WATER CLOSETS IN ACCORDANCE WITH SC HEMATIC SRISER DIAGRAM shown are not to be retied upon, or to be A.CONTRACTOR SHALL GIVE THE NECESSARY NOTICES, FILE DRAWINGS GOVERNING LAWS. considered either being approved or in accordance with applicable codes. AND SPECIFICATIONS WITH THE STATE OF NEW YORK, LOCAL BUILDING f. PLUMBING FIXTURE COLOR TO BE SELECTED BY OWNER. P-200 SCALE: 1/4" = 1�-0" DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND 1 1) SLEEVES: OBTAIN ALL PERMITS AND F'AY ALL CHARGES FOR ANY WORK UNDER THIS SECTION WHICH REQUIRES A PERMIT. a.PROVIDE SLEEVES WHERE FLOORS OR ROOFS ARE B.PROCUREMENT OF THE NECESSARY CERTIFICATES AND PERMITS FOR PENETRATED. NOTE: ALL WORK INSTALLED SHALL BE DELIVERED TO THE OWNER BEFORE b.FLASH SLEEVES THROUGH ROOF TO ROOF DEC MEMBRANE. SEE SHEET P-100 FOR SANITARY DESIGN, LOCATIONS AND SPECIFICATIONS THIS WORK IS FINALLY ACCEPTED. WATERPROOF PIPE PENETRATION THROUGH SLEEVE. C.THE CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY 12) INDIRECT WASTE PIPING: INSPECTIONS, PAY ALL FEES FOR THOSE INSPECTIONS AND TURN OVER a.PROVIDE ALL INDIRECT WASTE PIPING. PIPING TO BE COPPER COPIES OF ALL INSPECTION REPORTS AND CERTIFICATES TO BUILDING TUBING AND SHALL BE ARRANGED TO CAUSE MINIMUM MANAGEMENT. CONGESTION BELOW EQUIPMENT AND IN THE SPACE AS POSSIBLE. TERMINATE THIS PIPING 1" ABOVE FUNNEL PROJECTADDRESS PLUMBING SPECIFICATIONS DRAIN/FLOOR SINK AND CUT END AT 45' ANGLE. Constantine's Residence 1) THE CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING SYSTEM COMPLETE WITH ALL EQUIPMENT, PIPING, VALVES, INSULATION, 275 Miriam Road, CONTROLS, ACCESSORIES AND ASSOCIATED WORK IN ACCORDANCE WITH THE LATEST 2020 PLUMBING CODE OF NEW YORK STATE. ALL Mattituck, NY 11952 AUTHORITIES HAVING JURI�)DICTION, AND THIS SPECIFICATIONS. DRAWING TITLE 2)THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING, SCAFFOLDING, AND SERVICES TO COMPLETE PLUMBING NOTES & THE SYSTEM AND PROVIDE THE OWNER WITH A FULLY OPERATIONAL SYSTEM. SANITARY RISER 3)THE MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A DIAGRAM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. SEAL&SIGNATURE , PROJECT No. 4)CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS REGI CK21-016 AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE * STF - RESPONSIBLE FOR ALL FEES AND UTILITY CONNECTION CHARGES. Y GHEiQ� ��a DR W1BY 5)THE NEW DRAINAGE, VENT AND WATER PIPING SHALL CONFORM TO THE C.K. NEW YORK STATE BUILDING CODE REQUIREMENTS. ip � � Z NECKED BY �oR6 LD�Y' C.K. k DTE: r 4.07.2021 DOB APPROVAL&DATE DRAWING NUMBER P-200.00 Sheet 11 of 21 Cherico King Architect, P.C. Architectural Design & Planning Section Section Generates! by REScheck-Web Software Plans Verified Meld Verified Plans Verified Field Verified 36-06 37th Street 2nd Floor # Foundation Inspection value Value Complies. Comments/Assumptions # Framing f Rough-In Inspection Complies? Comments/Assumptions Compliance & Re .ID & Re .ID Value Value Certificate 402.1.1 ;Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies 403.3.7 l Ducts declared to be within the ;❑Com lies Lori Island Cit New York 11101 [F04]1 !insulation R-value.Where interior 1 I I❑Does Not table for values. [FR28]3 conditioned space are either 1 P !Requirement will be met. g y, , R- R- P ) ❑Does Not I Tel: (718) 392-0078 Insulation is used, verification completely within the continuous Location on plans/spec:ec:A- ` ;may need to occur during ❑Nat Observable ;air barrier and within the building ❑Not Observable X020 P P E-mail: cherico@ckingarch.com !insulation Inspection. Not ❑Not Applicable ; !thermal envelope,2)buried ❑Not Applicable !required in warm-humid locations! ; ;within ceiling insulation in I Project 275 Miriam Rd lin Climate Zone B. ; ; ; ;accordance with Section ! ! REV.NO REV.DATE DESCRIPTION 303.2 ;Conditioned basement wall I ;❑Complies Requirement will be met. R403.3.6 and the air handler is [F0511 !insulation installed per ❑Does Not ;located completely within the I 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW Energy Code: 2020 NIYStretch - 2018 IECC ;continuous air barrier and within manufacturer's instructions. Location on plans/spec: !the building thermal envelope I 2 07.10.2021 ISSUED FOR ZONING REVIEW Location: Mattituck, New York 0' ❑Not Observable I EN-004 Construction Type: Single-family ❑Not Applicable ;and the duct leakage is <= 1.5 Project Type: New Construction 402.2,9 !conditioned basement wallft ft I❑Complies I See the Envelope Assemblies cfm/100 square feet of 3 08.08.2022 ISSUED FOR DOB REVIEW [F06]1 !insulation depth of burial or I I ;table for values. conditioned floor area served by Conditioned Floor Area: 4,848 112 P I❑Does Not I the duct system, or 3)the ceiling Glazing Area 7% distance from top of wall. '❑Not Observable ; insulation R-value installed ! ❑Not Applicable I !against and above the insulated Climate Zone: 4 (5331 HDD) !duct>= to the proposed ceiling Permit Date: 303.2.1 ;A protective covering is installed ❑Complies 'Requirement will be met. ;insulation R-value, less the R- j Permit Number: [F011]2 to protect exposed exterior ;❑Does Not value of the insulation on the insulation and extends a I Location on plans/spec: ❑Not Observable 403,.4 ;HVAC piping conveying fluids I R- ' R- 1❑Com lies lRe uirement will be met. ,minimum of 6 in. below grade. ,EN-004 P P g Y 9 p• q Construction Site: Owner/Agent: Designer/Contractor: 1 j❑Not Applicable I [FRI'712 ,above 105 4F orchilled fluids I Elboes Not 275 Miriam Road Nick Constantine Cherico King 403;9 Snow-and ice-melting system p' ;Exception: Requirement is �J ;below 55 4F are insulated to z R- ! I p P ❑Com lies Location on plans/spec:ec:A- Mattituck, NY 11952 166-38 14th Ave Cherico Kin Architect PC [FO12j2 controls installed. ' -J 3. I I❑Not Observable 1020 9 ! Does Not !not applicable. ! I I❑Not Applicable I, Beechhurst, NY 11357 36-06 37th Street, 2nd floor , ❑Not Observable l 403.4.1 l Protection of insulation on HVAC ❑C'om lies (917) 4408999 LIC, NY 11101 p' ,Requirement will be met. nick@zornick.com 17183920078 ❑Not Applicable [FR24]1 piping, ❑Does Not ! cherico@ckingarch.com Additional Comments/Assumptions: 49) I❑Not observable Xplansfsp ec:A- 020 Location on ❑Not Applicable ! 403.5.3 ;Hotwater pipes are insulated to 1 R- I R- j❑Complies IRequirement will be met. 1. 18]zF-IDoes Not Compliance: 14.5%Better Than Ccide 1 Maximum UAB 386 Your UA: 330Maximum SHGC, 0,40YourSHGC: 0.18 i aR-3 I ![!Not Observable Location on plansjspeC:A- 020 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. l ! i❑Not Applicable I It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 403.5 ;Energy conservation measures R- 1 R- ❑Complies IRequirement will be met. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade [FR2912 for SWH systems follow j j❑Does Not assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. ;guidelines in section R403.5.1-5; iLocation on plansfspec:A- ❑Not observable 1020 ❑Not Applicable I 403,6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. Envelope Assembli+2 [FR19]2 ;installed on all outdoor air ❑Does Not I intakes and exhausts. j❑Nof O I bservabl e . . ❑Not Applicable I j - (A6 Additional Comments/Assumptions: Ceiling: Flat Ceiling or Scissor Truss 1,616 49.0 0.0 0.026 0.026 42 42 Wall: Wood Frame, 16"o.c. 4,392 21.0 21.0 0.025 0.045 103 185 Window 2:Wood Frame 291 0,270 0.270 78 78 SHGC: 0.18 Basement Wall: Solid Concrete cr Masonry Wall height: 4.0' 1,616 0.0 10.0 0.066 0.050 107 81 Depth below grade: 4.0' Insulation depth: 4.0' Compliance Statement The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2020 NYStretch- 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. All ideas, designs, arrangements and plans indicated Name-Title Signature Date or represented by this drawing are owned by and the property of Cherico King Architect, PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such ideas, designs, arrangements, or reproduction of 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact(Tier 3). 1 High Impact(Tier 1) 2 Medium Impact {Tier 2} 3 Low Impact{Tier 3) plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever Project Title: 275 Miriam Rd Report date: 05/26/22 Project Title; 275 Miriam Rd Report date; 05/08/22 Project Title: 275 Miriam Rd Report date; 05/08/22 without the express written permission of Cherico Data filename: Page 1 of10 Data filename: Page 3 of10 Data filename: Page 5 of10 King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. ■ REScheck SoftwareSoftwareVersion . REScheck-Web Section Section Plans Verified Field Verified Plans Verified Field Verified # Framing f Rough-In Inspection Value Value Complies. Comments/Assumptions # Insulation Inspection Value Value Complies? Comments/Assumptions Applicant of record has not been retained for ■ & Re .ID & Re .ID Inspection C h e e kl a s 402.1.1, 'l Glazing U-factor(area-weighted U- ; U- ❑Complies See the Envelope Assemblies 303,.'1 ;All installed insulation is labeled +❑Com lies supervision of construction and Special/Progress (table for values. p IRequirement will be met. inspection. 402.3.1, !average), ! ! ❑Does Not ! [IN13]2 ,or the installed R-values ❑Does Not p Energy Code: 2020 NYStretch - 2018 IECC 02.5.3, ! !❑Not Observable IJ ;provided. ❑Not Observable I Requirements: 98.0% were addressed directly in the REScheck software [FRz]1 ! ` I❑Not Applicable ; ❑Not Applicable This plan is approved only for work indicated on the Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each ! I 402.1.1, 1 Wall insulation R-value, If this is a R- R- ❑complies See the Envelope Assemblies q q p R 402.2,5, ;mass wall with at least 1/z of the 1 M Wood 1[] Wood !❑Does Not Stable for values. application specification sheet. All other matters re uirement, the user certifies that a code re uirement will be met and how that is documented, or that an exception 303.1.3 ,U-factors of fenestration products ❑Com lies a uirement will be met. shown are not to be relied upon, or to be 1 P P q 402.2,6 ,wall insulation on the wall � F I is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. [FR4] !are determined in accordance —1Does Not [IN3]1 (exterior,the exterior insulation I Mass Mass !❑Not observable , considered either being approved or in accordance with the NFRC test procedure or 1 !Location on plans/spec:A- [] Steel I[J Steel ❑Not Applicable I with applicable codes. ❑Not Observable , � !requirement applies (FR10), i pp , pp Section taken from the default table. 005 WINDOW SCHEDULE i I I # Pre-Inspection/Plan Review Plans Verified Field Verified Com lies? Comments/Assumptions tions ❑Not Applicable !AND SPECIFICATIONS, & Req.ID p Value Value p p 402.4.1.1 !Air barrier and thermal barrier ❑Com lies Requirement will be met. P ! q 303.2 Wall insulation is installed per ❑Com lies 'Re Requirement will be met. 103.1, ,Construction drawings and ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's E]Does Not ; [IN4]1 !manufacturer's instructions. f P ! q 103.2 (documentation demonstrate I ❑Does Not ! !instructions.An approved third- !Location on plans/spec: !❑Does Not , $ V ❑Not Observable , !Location on plans/spec: [PR1]1 energy code compliance for the I !Location on plans/spec: !party will inspect all components ,OWNER TO RETAIN BIRD 1 ,❑Not Observable , ❑Not Observable , land verify compliance.See ❑Not Applicable !PARTY INSPECTION AGENCY. ❑NotA Applicable ISN-004 `p !building envelope. Thermal i ,EN-004 Y P I pp' ❑ lenvelope represented on : ; Not Applicable ! !section details and guidance Additional Comments/Assumptions: !construction documents. I l ;from Table R402.4.1.1. 103.1, (Construction drawings and ;❑Complies !Requirement will be met. 402.4.3 ;Fenestration that is not site built ;,❑Complies ;Requirement will be met. 103.2, !documentation demonstrate v ❑Does Not ! [FR20]1 lis listed and labeled as meeCing ! !❑does Not 1 403.7 !energy code compliance for i o !Location on plans/spec:A- ;AAMA/WD MA/CSA 101/I.5.2/A440 4I [PR3]1 lightin and mechanical ;❑Not Observable :020J per NFRC ❑Not Observable g systems. ,or has infiltration rates !Systems serving multiple �❑Not Applicable 1400 that do not exceed code ❑Not Applicable !dwelling units must demonstrate ! ;limits. I 'compliance with the IECC , 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. Commercial Provision [FR16]2 'sealed at housing/interior finish ❑Does Not 302.1, ;Heatingand cooling equipment is! Heating: ! ;and labeled to indicate s2.0 cfm PROJECT ADDRESS gg. Heating: ,❑Complies ,Requirement will be met. 403.7 !sized per ACCA Manual 5 based : Btu/hr ! ❑Not Observable I p Btu/hr !❑Does Not ! ',leakage at 75 Pa. ! �❑Not Applicable � [PR2]2 ;on loads calculated per ACCA ; cooling: : Cooling: : :Location on plans/spec:A- pp ! Constantine's Residence ,M , ,❑Not Observable '020 403.3,1 !Supply and return ducts in attics I ❑Com lies lExce tion: Ducts located !,Manual J or other methods ! Btu/hr ; Btu/hr :❑Not A licable ! 1 �' PP Y ❑Does Not !completely inside the 275 Miriam Road approved by the code official ° Pp [FR12] Insulated >= R-8 where duct is !>= 3 inches in diameter and >= !building envelope. ° J 'R-6 where <3 inches.Supply and ❑Not Observable , Additional Comments/Assumptions: oP PP y return ducts in other portions of ❑Not Applicable ; Mattituck NY 11952 !the building insulated >= R-6 for I (diameter>= 3 inches and R-4.2 I Ifor< 3 inches in diameter. I DRAWING TITLE 403.3.2 Ducts,air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not ENERGY ANALYSIS 'joints/seams compliant with I Location on plans/spec:A- 01 �International Mechanical Code or i❑Not Observable 1020 !International Residential Code,as !❑Not Applicable I (applicable. I ` �� 403.3 Duct system in new buildings and k. Complies Requirement will be met. ❑ [F132]1 additions are located In a '❑Does Not ! !conditioned space in accordance ❑Not Observable !Location on plans/spec:A- SEAL&SIGNATURE PROJECT No. lwith Sections R403.3.7 (1-2), 020 :J�'��'" CK21-016 l' ❑Not Applicable ! 403.3.8 (Ducts are sized in accordance ❑Complies Requirement will be met. [F13311 !with ACCA Manual D and sections : ❑Does Not * REGfsT� DRAWN BY ) !R403.7-8. i Location on plans/spec:A- CHF K ❑Not Observable 1020 , ❑Not Applicable IC. 403.3.5 ;Building cavities are not used as 'I❑Complies !Requirement will be met. C CKED BY [FR15]3 'ducts or plenums. - '.N �;r ��,« C.K. Q P I ❑Does Not !Location on plans/sper.A- � 8 � I ❑Not Observable 020 ❑Not Applicable DA E: 0 .07.2021 DOB APPROVAL&DAf L DRAWING NUMBN,-/ EN-1 .00 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 High Impact(Tier 1) 2 Medium Impact{Tier 2} 3 Low Impact(Tier 3} 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Sheet 12 of 21 Project Title: 275 Miriam Rd Report date: 05/08/22 Project Title; 275 Miriam Rd Report date; 05/08/22 Project Title: 275 Miriam Rd Report date: 05/08/22 Data filename: Page 2 of10 Data filename: Page 4 of10 Data filename: Page 6 of10 Cherico King Architect, P.C. SectionSection Architectural Design & Planning Plans Verified Field Verified Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments'/Assumptions & Re .ID Value Value & Re .ID Value Valuer. ®� ' `� 36-06 37th Street 2nd Floor 402.1.1, ;Ceiling insulation R-value. ; R- i R- ;❑Complies ;see the Envelope Assemblies 403.5.4 ;Drain water heat recovery units -]Complies !Exception: Requirement is Long Island City NYork 11101 402.2.1, 1 !❑ Wood ❑ Wood !❑Does Not ;table for values. [F131'11 'have >= 40 percent efficiency if ❑Does Not san !not applicable. New , 402.2.2, Steel Steel ! installed for equal flow or>=52 Tel: (718) 392-0078 ❑ 1 ,❑Not Observable , ❑Not Observable , 402.2.6 !percent efficiency if installed for [FI1]1 J !❑Not Applicable unequal flow.Vertical drain water . ;❑Not Applicable E-mail: cherico@ckingarch.com ! 1 heat recovery units comply with ! ffi Certificate ;CSA B55.2 and tested and 303.1.1.1, ;Ceiling insulation installed per ❑Complies :Requirement will be met. labeled In accordance with CSA REV.NO REV,DATE DESCRIPTION 303.2 !manufacturer's instructions, ❑Does Not j B55.1. Potable water-side [F1211 !Boo marked every ❑Not Observable I Location on plans/spec: ;pressure loss of drain water heat J 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW 300 ft2. EN-004W,m I R 010 F 0�11 MR,I recovery units are < 3 psi for I ❑Not Applicable ; ! -' � ;individual units connected to one ! ,,, 2 07.10.2021 ISSUED FOR ZONING REVIEW 402.2.3 ;Vented attics with air permeable ❑Complies IRequirement will be met. ;ortwo showers.Potable water- J Above-Grade Wall 42.0 [17122]2 'insulation include baffle adjacent ❑Does Not side pressure loss of drain water I 0 3 08.08.2022 ISSUED FOR DOB REVIEW to soffit and eave vents that !Location on Not Observable plans/spec: ;heat recovery units are < 2 psi Below-Grade Wall 10.00 extends over insulation. ❑ !EN-004 ;for individual units connected to ; , ❑Not Applicable I (three or more showers. ! Floor 0.00 402.2.4 {Attic access hatch and door R- R- ❑Complies I Requirement will be met. 403.5.5(1 Heated water supply piping is in ❑Com lies [1713]1 !insulation zR-value of the !❑Does Not PP Y P P g P !Requirement will be met. Ceiling / Roof 49.00 4), acccordance with one of the 117Does Not :adjacent assembly. ❑Not Observable ;Location on plans/spec: IF133]2 :following: 1)Maximum allowable Location on plans/spec:A- EINot Ductwork (unconditioned spaces): SEN-004 ;pipe length method,2) Maximum ❑NotAbslicabble '020 ! ❑Not Applicable ,allowable pipe volume mehtod, PP 402.4.1.2 {Blower door test @ 50 Pa. <=5 1 ACH 50 = I ACH 50 = I❑Complies !Location on plans/spec:A- :3) Drain water heat recovery [1711711 ath in Climate Zones 1-2, and ❑Does 020 ;units,,or 4) Recirculation <=3 ach in Climate .ones 3-$. Systems. ! Window v0.27 0,18 " li Not ! 'S stems. I !❑Not Observable I Y ❑Not Applicable ; 403.10:1 ;Readily accessible Switch on ❑Complies Exception: Requirement is Door [F112]3 heaters for swimming pools or '❑Does'Not 'not applicable. [F1127] 403.3.3 determine pressure lea o ft cfm/100 ! ft cfm/100 :❑❑Complies handlers Alll aced within air permanent In- rounds as. ;❑Not Observable 4� ducts I 1 ! g 2 2 I Does Not ,Switch operation does not ;either: Rough-in test: Total ;conditioned space. khan a heater thermostat ❑Not Applicable Heating System: J ,❑Not Observable , 9 g Y leakage measured with a 'setting. Heater circuit breaker is !pressure differential of 0.1 inch ; I❑Not Applicable ;Location on plans/spec:A- Coolie System: Cooling Y Iw. across the system including ! l I 1020 ;installed independent of switch. Water Heater: g• Y g , � (Gas-fired heaters equipped with , ,the manufacturer's air handler ! ; !ignition pilots that are not !enclosure if installed at time of I I ;continuously burning pilots. ` !test. Postconstruction test: Total ] 403.10,2 ;Timer switches or other l❑Com lies 'Exception: Requirement is ,leakage measured with a , , P � p q Name: Date: (pressure differential of 0.1 inch 1 J [17119 3 automatic preset schedule j❑Does Not (not applicable. lw.g,across the entire system ! I !control method are installed on ! Comments {including the manufacturer's air { land permanent serving pools j❑Not Observable 1handler enclosure. I ❑Not Applicable 403,3.4 J Duct tightness test result of<=4 I cfm/100 I'I cfm/100 ❑Complies ;Requirement will be met. 403:103 ;Outdoor heated pools and ❑Complies Exception: Requirement is (F1411 (cfm/100 ft2 across the system or I ft2 I ft2 I❑Does Not ! [F 12013 !outdoor permanent spas have a !❑Does Not !not applicable. !<=3 cfm/100 ft2 without air ! !Location on plans/spec:ec:A- ;vapor retardant cover. ' ❑Not Observable ' p p ❑Not Applicable ' ;handler@ 25 Pa. For rough-in { ! 1020 !tests,verification may need to 1 i !❑Not Applicable I PP !occur during Framing l Inspection, ! ! 404.1 ;90%or more of permanent ' i❑Complies IRequirement will be met. 403.3,2.1 ;Air handler leakage designated ❑Complies {Requirement will be met. [1716]1 (fixtures have lamps with an f ❑Does Not j [FI24] Ib manufacturer at r:=2/o of ❑Does Not !efficacy>=.65 lumans/watt or ( i Location on plans/spec:A- 1 Y ! have a total luminaire efficacy !❑Not Observable '001 !design air flow. Location on plans/spec:A- ❑Not Applicable ❑Not Observable 020 !>= 45 lumens/watt. PP ❑Not Applicable 404.2 !Detached one and two-family ❑Complies !Exception: Requirement is 403:1,1 'Programmable thermostats -]Complies ;Requirement will be met, [17135]1 Idwel►ings and townhouses where ❑Does Not !not applicable, [F1912 :installed for control of primary ❑Does Not ! !the conditioned space is 1,400 ! ❑ sf comply with the requirements Not Observable , heating and cooling systems and Location on plans/spec:A- P Y re q ❑Not Observable ! !of Appendix RA. ❑Not.Applicable initially set by manufacturer to ,020 pp codes specifications. ❑Not Applicable g p ,Requirement will be met. P pp ! 404.3 ;One or two-familydwellings ❑Com lies 403.1.2 Heat pump thermostat installed ?❑Complies !Requirement will be met. [F136]1 !townhouses with parking area i ❑Does Not [F110]2' Ion heat pumps. ❑Does Not ! ;provided on the building site shall (Location on plans/spec: !Location on plans/spec:A- ;have a 208/240V 40-amp outlet []Not Observable 'OWNER TO PROVIDE ❑Not Observable 1020 !for each dwelling unit or panel ❑Not Applicable °❑Not Applicable !capacity and conduit for the ;future installation of such an All ideas, designs, arrangements and plans indicated 403.5.E Circulating service hat water ❑Complies Requirement will be met. ! or represented by this drawing are owned by and [F111]2 systems have autom ❑ atic or Does Not !outlet, See section details, ;accessible manual controls. !Location on plans/spec:A- the property of Cherico King Architect, PC. and were ❑Nat Observable l020 created, evolved, and developed for use on, and in ❑Not Applicable connection with the specified project. None of such ideas, designs, arrangements, or reproduction of 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3} 1 High Impact (Tier 1} 2 . Medium Impact(Tier 2} 3 Low Impact(Tier 3} plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever Project Title: 275 Miriam Rd Report date: 05/08/22 project Title: 275 Miriam Rd Report date; 05/08/22 without the express written permission of Cherico Data filename: Page 7 of10 Data filename: Page 9 of10 King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Section Section Plans Verified field Verified Plans Verified Meld Verified & Re Ip Final Inspection Provisions Value Value Complies? Comments/Assumptions & Reg,Ip Final Inspection Provisions Value Value Complies? Comments/Assumptions Applicant of record has not been retained for 403:6. ,All mechanical ventilation system ❑Complies ,Exception: Requirement is 404:1.1 !Fuel gas lighting systems have p' p q supervision of construction and Special/Progress F ❑Com Tres ;Exception: Requirement is P P g [F125]2 ,fans not part of tested and listed ❑Does Not 1not applicable, [F123]s no continuous pilot light. ❑Does Not !not applicable. inspection. HVAC equipment meet efficacy ! Land airflow limits per Table ❑Not Observable ' !R403.6,1. ❑Not Applicable ❑Not Applicab ee 403.6.2 1 Every dwelling unit is served by a • ❑Complies ;Exception: Requirement is 4013 `Compliance certificate posted. ❑Complies I Requirement will be met. This plan is approved only for work indicated on the [F134]2 :heat recovery ventilator(HRV) or ❑Does Not !not applicable. [F17]2 ❑Does Not ! application specification sheet. All other matters shown are not to be relied upon, or to be ;energy recovery vent;ilator.(ERV) 1 ❑Not Observable ! considered either being approved or in accordance ❑Not Observable , with applicable codes. installed per manufacturer's � g pp instructions,The HRWERV is ,❑Not Applicable ! ❑Not Applicable ;listed and sized adequatelyfor ! 303.3 ;Manufacturer manuals for ❑Complies IRequirement will be met. ;the specific application, which I [F118]a i mechanical and water heating ❑Does Not ! will include the building's ! ;systems have been provided. ❑Not Observable (conditioned area,and number of I ,occupants. ! ❑Not Applicable 403.6.3 ;Installed performance of the `❑Complies ;Requirement will be met. Additional Comments/Assumptions: [17135]2 !mechanical ventilation system is ❑Does Not ;tested and verified by an !Location on plans/spec: ;approved agency anal measured ❑Not Observable !OWNER TO RETAIN BIRD l using a flow hood,flow grid,or ❑Not Applicable ;PARTY INSPECTION AGENCY. !other airflow measuring device. 403.2 ;Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [F]2612` !through one-or two-pipe heating ❑Does Not !not applicable. !systems have outdoor setback ! control to lower boiler water Not Observable !temperature based ori outdoor ❑Not Applicable temperature, PROJECT ADDRESS 403.5.1.1 Heated water circulation systems ❑Complies IRequirement will be met. [F128]2- :have a circulation pump, ❑ The Does Not ! Constantine's Residence system return pipe is a dedicated I Location on plans/spec:A- return pipe or a cold water supply ❑Not Observable , P P ❑Not Applicable 1020 ipipe.Gravity and thermos- : PP J 275 Miriam Road, !syphon circulation systems are J I ;not present.Controls for I Mattituck NY 11952 (circulating hot water system I pumps start the pump with signal ;for hot water demand within the I DRAWING TITLE !occupancy. Controls i :automatically turn off the pump r ENERGY ANALYSIS ;when water is in circulation loop Ns d Set-point temperature and (2 OF 5) !no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies !Exception: Requirement is [F12912 comply with IEEE 515.1 or UL (j❑Does Not !not applicable, 515.Controls automatically ;adjust the energy input to the ❑Not Observable ,heat tracing to maintain the ❑Not Applicable ! SEAL&SIGNATURE PROJECT No. !desired water temperature in the ! "A-A_ piping. RSG/S�" CK21-016 403.5.2 Demand recirculation water ❑Complies Exception: Requirement is * TF p q [F130]2 ;systems have controls that ❑Does Not not applicable, ay GH E'Qi 'ASO DRA N BY ,manage operation of the pump ! ❑Not Observable ' a K. ;and limit the temperature of the F' ! - x. �Q 'water entering the cold water , . ❑Not Applicable piping to<— 104 F, ( LIN. ,. HECKED BY �O K A�J� -2021 DOB APPROVAL&DATE DRAWING NUMBER EN-2.00 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) S Low Impact(Tier 3) Sheet 13 of 21 Project Title: 275 Miriam Rd Report date: 05/08/22 Project Title: 275 Miriam Rd Report date: 05/08/22 Data filename: Page 8 of10 Data filename: Page 10 of10 Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 ,,4 2 1 w( 2 1 2 1 Tel: (718) 392-0078 zA-004 A-004 A-004 A-004 A-004 A-004 E-mail: cherico@ckingarch.com I � �l W32''-0" � 32'-0" 32'-0" REV.NO REV.DATE DESCRIPTION (D C) 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW 9,—O„ 9,-0» a UP 2 07.10.2021 ISSUED FOR ZONING REVIEW — — — — — — — — — — — — — — — — — — — 3 08.08.2022 ISSUED FOR DOB REVIEW 1.'t7: y.:i,. :'.y.•',i, ''b •f' i.is..:' 36" LOW WALL 36" RAILING 36" LOW WALL k 1 �I I 1 –3 1 –3 ( Balcony UNEXCAVATED ' " ' " 2 –9 8–0 8 –0k le 8 –0 2–9 4'-4" 6'-0" 4'-3" 3'–O" 4'-3" 6'–O" 4'-4" I r I I �` I I D4• D4 D4 I D5 W7 D5 77 A. OVEN Dining Area a r .. D I w8 I a) N N I :Y . F191 D Recreation Rooma©0 Y Master W1 I D I Bedroom 1 1 ' Shower 1 _ �•• - " Great Room N A-00 I A-004 A-004 - A-004 -004 Shower .„ I W6 o cz, %D W8 I ; I ;.� I P Walk-I _ o W a D2 I_J - Closet SID �D I SD o REF.—=J—d— Ila o 1 0 0 D11 LO 0o I '' SD I olo 0o Laundry/ D6 ® STOR. I `� `� "' 'j W y O D7 o DOWN - o D �� - Mechanical :. I - Pant I W� I I o Room ;-,. I ' Powd D8 W7 0 W7 FD ] I LO Roo Y. D10 All ideas, designs, arrangements and plans indicated I UP I UP D or represented by this drawing are owned by and 1 IC` I Closet Ele for - CL. EI tot SD the property of Cherico King Architect, PC. and were EI for I created, evolved, and developed for use on, and in I I I I CL. CL I connection with the specified project. None of such D10 t✓L ideas, designs, arrangements, or reproduction of D10 D10 plans shall be used by or disclosed to any person, :: I I D10 firm, or corporation for any purpose whatsoever W Bath o without the express written permission of Cherico S® ':•� 1 D9 W8 I D9 W8 1 Kin Architect PC. Written dimensions on these - CL. W O -- CL. om D 9 w1 ELECTRIC w1 w5 CD r "' drawings shall have precedence over scaled Q I HOT WATER I I D �" SD D10 W10 SD I\ /I D10 dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the HEATER Bedroom #2 I \ / I job, and this office must be notified of an variation Garage I <} I Study SD y EL.® 54.92' l ® V D9 from the dimensions and conditions shown by these I APPROXIMATE I ( D9 PULL–DOWN drawings. - 1 .® 63.92 LOCATION OF HOUSE � � F ) r STAIR SD TRAP & CLEAN OUT oo SD oo Applicant of record has not been retained for Bedroom #1supervision of construction and Special/Progress �- �- — — .A �.._' — — — — — — — -, I •;_" I Guest Room � � � inspection. 77 I �r W4 This plan is approved only for work indicated on the '; I I `::�I I 4'-2" 4'-8" 4'-7" 5' 4" 1' 3' 8" 8°' application specification sheet. All other matters UNEXCAVATED ; _ _ _ shown are not to be relied upon, or to be -R00 8" 8 considered either being approved or in accordance 17, I I 1 I I L_ — —D1 — — • ` I Roofed Porch — with applicable codes. I LDI I IElI I .y: IF— W4 N19 19'-11" I 12'-1 » 5'-0>, 4'-8" 11 4'_ 1" 3'-0" 2'-5' 3' 9» 4'-8' 3– 4– 3-9 -� 2 r TO LEECHING POOL & A-004 A-004 19'-11" 12'- 1" 19'-11" 1211111 1 EXPANSION POOL. SEE I SHEET P-100 FOR / I— ' r — - - - - - - - - � 32'-0" F- LOCATION & DETAILS L— PERIMETER WALL INSULATION -4 WOOD FRAME WALL INSULATION WOOD FRAME WALL INSULATION —I I 2 1 I --� I DASHED LINE I A-00 A-OOZV ( DASHED LINE I 2 1 I DASHED LINE I 1 2 RIGID INSULATION, I I ( A-004 A-004 I R-VALUE = 10, CONTINUOUS UP ALL GLASS WINDOW ALL GLASS WINDOW PROJECT ADDRESS SEE WALL SECTIONS ON THIS I I U-FACTOR = 0.27 I I U-FACTOR = 0.27 I Constantine's Residence I SHEET. I I SHGC = 0.18 I I SHGC = 0.18 I 1 BASEMENT DIAGRAM I ( 2 FIRST FLOOR DIAGRAM I FRONT DOOR I 3 SECOND FLOOR DIAGRAM I FRONT DOOR I 275 Miriam Road, EN-3 SCALE: 3/16" = 1'-0" EN-3 SCALE: 3/16" = V-0" U-FACTOR = 0.25 EN-3 SCALE: 3/16" = V-0" U-FACTOR = 0.25 Mattituck, NY 11952 (BASEMENT FOOTPRINT = 1,608 SF) — — — — — — — — — (1st FLOOR FOOTPRINT = 1,608 SF I ROOF VALUE I IROOF VALUE I I R-VALUE = R-49 ( (2nd FLOOR FOOTPRINT = 1,608 SF) I R-VALUE = R-49 DRAWING TITLE ALL WALL VALUE ALL WALL VALUE I I MIN. 3-1/2" CLOSED CELL ( I MIN. 3-1/2" CLOSED CELL I ENERGY ANALYSIS I SPRAY FOAM INSULATION ( I SPRAY FOAM INSULATION ( 3 OF 5 I R-VALUE = 20 I I R-VALUE = 20 I I IN 26 WOOD STUDS I I IN 26 WOOD STUDS L - - - - _ — _ — _ — J L _ — _ _ — _ - - _ — J SEAL&SIGNATURE PROJECT No. .y fi CK21-016 REG/ST .ay GHF �'P� DRAWN BYE+'' W Q0 C NcS P HECKED BY s8 � � C.K. GRk y TE: 4.07.2021 DOB APPROVAL&D1 DRAWING NU BE EN-3.00 Sheet 14 of 21 32'-0" Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor j I ALL ROOF JOISTS TO BE Lon Island City, New York 11101 a I 2x10 © 16" O.C. Tel:(718) 392 -0078 I E-mail: cherico ckin arch.com MIDPOINT OF GAB E I � ! �! @ g PROVIDE 8" THICK CLOSED—CELL _ i f III 'II,III ,I 2 f SPRAY FOAMS INSULATION IN All III II IIII gw_ ¢II II�II � IIIIIIIIIIIIIII IIIII II � - REV.NO REV.DATE DESCRIPTION CEILING (R-49) 1 04.26.2021 ISSUED FOR P RELIMINARY RE VIEW 1'-66" TT JN NIH DL 2 07.10.2021 ISSUED FOR ZONING REVIEW 3 08.08.2022 ISSUED FOR DOB REVIEW ALL WINDOWS BE „ANDERSEN ALL WINDOWS TO BE "ANDERSEN WINDOWS A-S RIES. LOW-E WINDOWS A-SERIES. LOW-E SMARTSUN, SEE SHEET A-005 FORSMARTSUN, SE SHEET A-005 FOR SPECIFICATIONS SPECIFICATIONS U-FACTOR: 0.2 12 U-FACTOR: 0.27 2 d FLOOR (F.FL.=74.92 ) o SHGC: 0.18SHGC: 0. 8 is N L mwROOF D ALL DOORS TO BE ANDERSEN o ROOFED PATIO WINDOWS A-SERIES. LOW-E PORCH o 0 SMARTSUN� SEE SHEET A-005 FOR _ SPECIFICATIONS NNU FACTOR: 0.27 !1 1[ 1 T 12SHGC: 0.18 2x10 ROOF RAE12xl 0 ROOF RAFTERS CD @ 16» O.C.16» O.C. N 1st FLOOR (F.FL.=63.92') EL.6 .92 I — N STONE PATIO +•. o I I III I EL.62.93 I{ i, :.; !I.�. POOL I ( I I r:. � -CI .lY.� ! SII I 00 PROVIDE VAPOR BARRIER OVER 2 I ' GARAGE SLAB @ EL.54.92 q_. . E .54.65 � RIGID INSULATION OVER FOUNDATIONVI� I ...-.-. .. �., � • WALL (R-VALUE F. . L E 10 .f, I I 3' 4ti• I I i I — 21 M PERFORATED DRAIN PIPE I SHIM a I ; Isl PROVIDE 24„ WIDE PERIMETER 4s-o RIGID INSULATION (4 THICK) I II! I I I I ( I I All ideas, designs, arrangements and plans indicated ! I II I or represented b this drawing are owned b and KT's\ BUILDING LONGITUDINAL SECTION — 2 I II I II I P Y i g Y O i I � I I the property of Cherico King Architect, PC. and were ” CONCRETE SLAB OVER VAPOR I ! I j I I I " created evolved and developed _ _ �_ ( � I oped for use on, and In EN 4 SCALE. 3/16 - 1 0 BARRIER & 6 CRUSHED STONE 1 s , � ', I ''I �I I � -6 connection with the specified 'e ENVELOPE p d prod ct. None n such I II(THERMAL ) BASE ON VIRGIN SOIL I ,! (� ideas, designs, arrangements, or reproduction of I r I 9 9 P I Ions shall be used b or disclosed to anperson, I P Y Y ! I I �; � � I „ ( 2x8 � firm, or corporation for any purpose whatsoever II , I !I without the express written permission of Cherico l EMI-1 I I . 12X8 @ 1611 01 King Architect, PC. Written dimensions on these !I h 6" 0. I drawings shall have precedence over scaled CD II I dimensions. Contractors shall verify and be I, _� p responsible for all dimensions and conditions on the_ 0 I job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Applicant of record has not been retained for IDGE supervision of construction and Special/Progress PROVIDE COLLAR TIES 19'-11" Ir 12'- " inspection. 9 @ 32" O.C. I - - - - - - - - PP Y � 6V I This plan is approved only for work indicated on the ATTIC CEILING INSULATIONI application specification sheet. All other matters MIDPOINT OF GABLE) __ shown are not to be relied upon, or to be PROVIDE 8" THICK CLOSED-CELL DASHED LINE I considered either being approved or in accordance SPRAY FOAMS INSULATION IN with applicable codes. CEILING (R-49) I PROVIDE 8" THICK CLOSED—CELLLO I SPRAY FOAMS INSULATION IN ATTIC (UNFINISHED) 3 ATTIC/ DIAGRAM � CEILING (R-49)NJ% I SAVE .'. ! i 5/8„ GYPSUM BOARD EN-4 SCALE: 3/16” = V-0" I I �, (2nd FLOOR FOOTPRINT = 1,608 SF) COMPOSITE CEDAR L i' o BY "NU—CEDAR" BEACH HOUSE N I SHAKE SIDING" OVER � I 12" 12' � WATERPROOFING MEMBRANE ; IL. 2nd FLOOR (F.FL.=74.92') PROJECT ADDRESS PROVIDE 12" CONTINUOUS SPRAY rINSULATION ALONG PERIMETER. Constantine s Residence CD N i' S/8" GYPSUM BOARD 275 Miriam Road I ' 2x6 WOOD STUDS @ 16" O.C. k' WITH 3-1/2" MINIMUM Mattituck, NY 11952 I' CLOSED—CELL SPRAY FOAMS I ' INSULATION (R-VALUE = 20). DRAWING TITLE N` OUTSIDE COVERED WITH J" 12' , ' EXTERIOR GRADE PLYWOOD ENERGY ANALYSIS 1st FLOOR (F.FL.=63.92') SHEATHING (4 OF 5) I : 5/8GYPSUM BOARD SEAL&SIGNATU E� PROJECT No. F * REG/ST CK21-016 �4 CHF,Q �� n � i y DRAWN BY' ol _BASEMENT GARAGE @ EL54.92 °° ) C KED BY Sys PROVIDE VAPOR BAR CD OVER 2" RIGID INSULA OVER FOUNDATION WAL HE 'X•r'�';r:•s1 I .„•.•.•r:;�...'{' DTE: t (R—VALUE = 10) 0 .07.2 21 PROVIDE 4"x24" WIDE PERIMETER CROSS SECTION (BUILDING AROUND THE DOB APPROVAL&DATE DRAWING NUMBER 2 ENURE FOUNDAl10N EN-4.00 EN-4 THERMAL ENVELOPE) Sheet 15 of 21 SCALE: 3/16" = 1'-0" Cherico King Architect, P.C. Architectural Design & Planning _ — — — — — — — — — 36-06 37th Street, 2nd Floor — - - - - - RIDGE RIDGE I — Long Island City, New York, 11101 9 I FRONT EL NATION - _: _ �---- -'_•_-___�..._�—� =— -- SIDE EL VATION Tel: (718) 392-0078 - E-mail: cherico@ckingarch.com Cl ALL GLASS WINDOW I ROOF SHINGLE - - - - - - - - I ALL GLASS WINDOW I w _T 11 w U-FACTOR = 0.27 - _ 0.27 _ I _ _ _ - — — - --_ _ __ _— — U FACTOR MIDPOINT OF GABLE) SHGC = 0.18 MIDPOINT OF GABLE - _ _ - - - - SHGC = 018 v _.::--_,--�__--c.._:-�,._._::__-:_--���_- ATE DESCRIPTION REV NO REV D _ — — — o I IT 11 -9� � I FRONT DOOR o 9 -- __ _ �-_ _ - ��_� ,_ _.: __� -- _ _ s =_ - _- I FRONT DOOR I 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW - U-FACTOR = 0.25 I _ - - _ _ __ _ _ _ _ U-FACTOR = 0.25 2 07.10.2021 ISSUED FOR ZONING REVIEW _ - _..- p � --_--- ROOF VALUE s - ice= - - - - - - _ - ---- - - - - - ROOF VALUE s= _ - ----- -- -- --- - --- - ------- - - _ w -.__ , --_�: awe -_-:: —.s�__-:_--- ---- --_- - .__..__ - -=_ — — - -- - - --- __ — — ( 3 08 OS 2022 ISSUED FOR DOB REVIEW -- - - R-VALUE = R-49 -- -- -�__ _ - -_ - - =- - - - - R-VALUE = R-49 —.__— _ ._._ - __ -- AT IC — -_- — — — ATTIC — -.._ -- __�_ .__._ _w._ __.__..._ ___- _ — ALL WALL VALUE = _ -_—-_ — _— - �-— _ TW.:62.8' BTM. FTG:53.92' 8" 811 — -----v—a--- --'v--e---——v—G--- --'v------v—v—a v--s v------•.—v—a--- --sv -----v —a--,v--e---. — j D ----------------------------------------------------------------------------------------- �-- I I I I I p 1 I I I I 1 v I I I 1 p I I I I I 321-011 I I I TW.:62.8' o W 1 BTM. FTG:53.92' r ' VI d ----------------------------------------------------------------------------------------- 1 wrn I a D• a n �, a D• a o - • a p, a o - v • a p. a . o . a p, a n O ri L • 1 n ----------------------------------------------------------------------------e------------, D P/'�1■ I ° I I 1 F— Z I • I WO I • 1 � 0I z0 I 1 I a �° v °• d o° 1 I � o . A - a apo a • �, I I 1 1 I I I • I 00- N � �7 lD r I I = u I I 1 > 0• 1 1�f U Vol I D t y ` u O I I I I 1 I < f1') W Ln d 1 1 D e 0 1 I e 1 1 DO 1 I A dry. L ' � � � I • I 1 � 1 v � i , I Shows4G S o H 1 1/2" ANCHOR BOLTS ' I e 1 I I I v J (2) #4 BARS IN I i , @ 4' OC TO EXTEND ' UP D TOP 12 INCHES I I INTO CONCRETE 1 I I I I I I NOT LESS THAN 7" ' I I • 1 1 v i I I #4 @ 18" OC I I I I 8" PC WALL z (VERTICALLY) I I I" I � 1 I i W I I o ° o I LL DAMPPROOF 0 • 1 ° I I I O I I I � I I I I •p I I I O I I m •' I UP W (6) #4 I I I I 3 ' CLEAR COVER I I I 1 ( H0R.) I I I v I I V 1 1 i #4 DOWELS tu I D I I I I 1 18 OC 1 I Ln ry I I I I I I I I I i I 1 W • W • I v I I D I Z I I I I I I , • , 8"X16" CONC. FTG. I I co z I ° I I I ° I °° i I D I W � - M w/ (3) #4 CONTINUOUS ° o N in I 1 I I O I 1 0 z 8'-11" v ' ° O O 08 I I I Z w 0 o v D --------------------- WALLSECTION - °-- - 4 ° o o . . a . o o =o-a v- -o -- 0 4 v- ---; U. _ . . i 1 � I O Q I i • 1 �^ SCALE: 3/411 - 1-0 8 I I V 1 I ILij LL I p I I I Li. t0 O I 1 I I O N Ln i I I I 1 •' 1 I I � F- 1 ( I I I 1 e 1 I I m O ^^ HSS 4X4X5/16 COL. I I ------------------------------- D 0 LL 1..1. L_ i 3'X3'X1'FOOTING i r d I ��{--{}��}+ I— I— T — 1 I �/l�f#4BX�R5 ew— I I I ----------------------------------------' I I I DROP WALL FOR DOOR DRAWN BY: IF FOUNDATION PLAN Cris � SCALE: 1/4" = 1'-011 8/17/2022 SCALE: SEE PLAN TW:62.8' *,RcG/ F ssio� may: cH ; � SHEET NO: +� - �.4. . � Cherico King Architect, P.C. Architectural Design & Planning 32'-0" 32'-0" -0" 32' 36-06 37th Street, 2nd Floor 10'-0" Long Island City, New York, 11101 I - L d/�o 11'-0" 10,4, tK C_ Tel: 718 392-0078 1K -mail: cherico@ckingarch.com tK _r_ tK E 7 :.;F7777 Z F_ WOxl 5 W1 0x1 5 W 0x15 REV.NO REV.DATE DESCRIPTION .'� I L0 N 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW CD Balcony loll X X C5 UNEXCAVATED 01 8'- CD 00 X 2 07,10.2021 ISSUED FOR ZONING REVIEW � CN W10x15 G) 3 08.08.2022 ISSUED FOR DOB REVIEW W1Ox15 _C� n 1�) W10x15 WlOX15 4" CONCRETE SLAB OVER 6x6 WWF WIRE_-MESH C-4 CN C*4 C%4 c�,I C14 C14 2xl 0 @ @ C14 2x10 4. X oo� O.C. 6 _CD C) C:) 16 X 16" O.C. 2x1 0 @ 2xl 0 @ e_ T CN _X_ HSS STEEL J TUBE COLUMN ON 5-0"x5r-D x12 DEEP • CONCRETE FOOTING, SEE UP t DETAIL 0 THIS SHEET 1 1 1 j' ' 1 1 1 N1b 20'-0" 1 4') 18'-6" F 11- 7 +�,YZN� [Li 10 Al +�yCJV 20'-0" CD CD W10x22 W10x22 LW10x22 W10x22 00 co '00 L )OWN-1 0 CD 0 it _0 Cq CD C14I C-4 LO Lr) XI .t., IIII >1 X X L.Q� Lr) 4 , C:)- - C:� L0 I W1 Ox22 _00 W10x22 _00 -I 00 >< C5 U1 F 0 OR 0U) �ELEVATL0 -0_0 X, X -a -VVIUX Z,_- .�u TOR -2 X -0 W10Q co _LJ_ - HAFT�� SHOT' 7. W10x22 All ideas, designs, arrangements and plans indicated U W10x22 or represented by this drawing are owned by and the property of Cherico King Architect, PC. and were Illicreated, evolved, and developed for use on, and in I connection with the specified project. None of such a C3 ideas, designs, arrangements, or reproduction of 0 10 0 plans shall be used by or disclosed to any person, X 2x1 0 @ Q0 r 2xl 0 @ firm, or corporation for any purpose whatsoever 8)-11)1 4" CONCRETE SLAB OVER 1 O.C. 16" O.C. without the express written permission of Cherico King Architect, PC. Written dimensions on these 6x6 WWF WIR ---MESH F drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the L job, and this office must be notified of any variation from the dimensions and conditions shown by these L 74-\ drawings. • 2x8 00 �q lb- 0 i6 �3 I I + X 'tK CD 0 c5 co CD d 00 Applicant of record has not been retained for PORCH ABOVE, X �4. C_ 10 a:) 00 R 00;!�' supervision of construction and Special/Progress r - X (0 X co 00 _JI SII X inspection. cl� I L ------ _T --T 7 This plan is approved only for work indicated on the _J (2) 2x8 application specification sheet. All other matters 3'-0%3'-0%12" DEEP 9 -1shown are not to be relied upon, or to be CONCRETE FOOTING considered either being approved or in accordance 121-111 12'-1" with applicable codes. Ir Ir 19' FOUNDATION PLAN II(�2 1 st FLOOR F AMI'NG- LAN r3"*%N 2nd FLOOR FRAMING PLAN 5-001 SCALE: 3/16" = V-0" SCALE: 3/16" = V-0- SCALE: 3/16" V-0" UP STRUCTURAL NOTE: 1. ALSO SEE STRUCTURAL ENGINEER'S PLAN (JOSEPH FISCHETTI, PE) FOR PROJECT ADDRESS FOUNDATION DESIGN. SUB-FLOORING W10x22 STEEL BEAM 2. ALL FOUNDATION WALL DESIGN AS PER STRUCTURAL ENGINEER'S PLANS. 12x`124' BASE PLATE ABOVE Constantine's Residence VERIFY FINAL FOUNDATION WALL THICKNESS WITH OWNER. JOIST HANGER 275 Miriam Road, 3. CONTRACTOR TO BASE ALL ELEVATIONS AS PER PROPERTY SURVEY OVER 1" NON-SHRINK 5 x5%a" HSS STEEL PROVIDED BY ANGELO JOSEPH CECERE, L.S. VERIFY AND COORDINATE ALL GROUT SQUARE TUBE COLUMN Mattituck, NY 11952 FOUNDATION WALL, BOTTOM OF FOOTING ELEVATIONS IN FIELD. VAPOR BARRIER OVER 6 4" CONCRETE SLAB WITH 2"x10" JOISTS DRAWING TITLE CRUSHED STONE BASE & 6x6x6 WWF STRUCTURAL FRAMING LOCATION: GARAGE DOOR PLANS LINTEL SCHEDULE: UNDISTURBED VIRGIN SOIL OPENING: 9'-1" 4 FINISH CEILING PROVIDE (4) 2x10 1'6 LOCATION: SIDE ENTRY DOOR CK2 TYPICAL STEEL BEAM & <9> OPENING: 6'-4" REG/& WOOD JOISTS DETAIL D N BY PROVIDE (3) 2x10 SCALE: 1" V-0" H C.K. 5' 0 40 > A X CIIIECKED BY #5 REBAR @ 12 O.C. 5-0"X51-0"X1211 DEEP [C.K. EACH WAY POURED CONCRETE FOOTING vo 'NJATE: ON UNDISTURBED VIRGIN 04 07.2021 4-ANCHOR BOLTS SOIL DOB APPROVAL&DATES DRAWING NUMBER - COLUMN/ FOOTING DETAIL S-2 SCALE: of = if-C Sheet 18 of 21 _N C C W f TL z 2b5 P X I r�l > X Cherico King Architect, P.C. Architectural Design & Planning 1 1 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 5"x5"x " HSS STEEL 2 Tel: (718) 392-0078 32'-0" 32'-0" I SQUARE TUBE COLUMN E-mail: cherico@ckingarch.com CONNECTION FIN PLATE J" THICK REV.NO REV.DATE DESCRIPTION W/ FULL PENETRATION BUTT 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW WELD ON SUPPORTING COLUMN +' %_1V +h��` o+h+h��` 2 07.10.2021 ISSUED FOR ZONING REVIEW W10X1'5 �— r T=- �� W1 0x1 � II�I!IiilIN'I,t IIII'i I II,(IIi'ISIjIII!I!II':y;III IIli,I�,I 'li;I'''IIt;IIII�INIIIIlIliI�II;III�ilIiIIIa;I'I IIIIIlI'III'lIIII 1',!I;�I ;I'�';IIIIIII�II'iI'lI.Ii"III�II;i'i!III'II,'.IIIiIlI lS'IlIiIII!;iIIIlIII�I!i.II�III!I(I�I;�I'IjI III•JilII Il!IiII!lI,II'II�'lI'�r�ILIjIIIIlII!j`FI'�III?jII'irISI'I,','IIII'�I',III�lII,,III''' S�iLIIiI':'ILII !l"IlIjiII!'IIiiI�II..i,' IIIII�II IlIII!I�I IIIIIIIII I1I!lI II�i II1:II;SI',IIII1II1IIIIIII.1I, IIII'IIIjII10�N -- I _—;II:jIIIItIIIlII�II_IIIIII IItIII IIIIlI II =--IIIi!,IIIlI�I - �° IIIII I II II - +-c -O.-- : TW1O" I x2 2 STEEL TEEL B EAM ''_ss4-4 i N NX2X8 ® -325 BOLTSJ" X " 16O.C.16O.C. (. T Y P .) 2 ELEVATION VIEW I mLi5„x5'4' HSS STEELhr 2 11,_4» ffSQUARE TUBE COLUMN W10x15 W10x15 12x10 ROOF RAFTERS 2x10 ROOF RAFTERS "� 16 C @ 16O.C. CONNECTION FIN PLATE THICK W 2x8 ® FULL PENETRATION BUTT WELD ON OCo SUPPORTING COLUMN16 - e U ad A-325 BOLTS (TYP.)010x ca ELEVATOR W12SHAFT _ W10x22 STEEL BEAM BELOW / A3 ll Ideas, designs,. 0AN °8cdO.-S 2 jeR0s2i 2 'nsa ISarrangements R and EW p lan K s i nd ic a t e dW10x5 or represented by this drawing are owned by and 2 2x8 t the property of Cherico King Architect' PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such 30 CD X ideas designs arrangements or reproduction of plans shall be used by or disclosed to any person, v x 2x8 ® 00 N o firm, or corporation for any purpose whatsoever without the express written permission of Cherico16 O.C. King Architect, PC. Written dimensions on these2) 2x II drawings shall have precedence over scaled —62 dimensions. Contractors shall verify and be responsible for all dimensions and conditions on theOPENNG FSECTION 2_2 job, and this office must be notified of any variation OR PULL-DOWN STAIR from the dimensions and conditions shown by ythese2x8 0 drawings.IIr. 16 0 I Lx80, Applicant of record has not been retained for6 supervision of construction and Special/Progress o_ inspection. Co -o° 55 HSS STEELx SQUARE TUBE COLUMN This plan is approved only for work indicated on the application specification sheet. All other matters shown are not to be relied upon, or to be considered either being approved or in accordance 12'-112'-1with applicable codes. W1Ox22 STEEL BEAM AT FRAMING PLAN ROOF FRAMING PLAN CONNECTION FIN PLATETHICK W/ S-002 SCALE: 3/16” _ 1'-o" FULL PENETRATION BUTT WELD ON0SUPPORTING COLUMN NOTE: 1. PROVDE COLLAR TIES @ 32" O.C. FOR ALL ROOF RAFTERS. PROJECT ADDRESS2. SECTION FOR COLLAR TIE LOCATION SECTION 1 -1 Constantine's Residence 275 Miriam Road, Mattituck, NY 11952 , a x I" SLOT IN MiGtE ONLY N—SH�PEASTM DRAWNG TITLE 21 g9'2,CR 50 BEAM W—SHAPE ASTM ATTIC & ROOF GR �GRDER' ' 1/2FRAMING PLANS, DETAILS SEAL&SIGNATURE PROJECT No. jj Ai C -016 * REGIST CHDAWN BY 2L4x4x% A36 w/ ;" NA, A325 SC BOLTS CHECK BY KNC. CONNECTIONS SHALL BE PROPORTIONED POR MINIMUM VALUES IN GEERANOTE$ OR.:LOAD. SHOWN ON PLAN, WIICHEVER IS GREATER- �4�01211 TE: MINIMUM BOLTS PER BEAD DOB APPROVAL&DATE DRAWNG NUMBER BEAM SIZE BOLTS REACTION C_3 wa & wto 2-r PER LEG isk W12 2-r PER LEG 21 Sheet 19 of 21 14 ;s—r PER II 25k 11 I 1B 3--r PER LEG 30k TYPICAL BEAM-TO-GIRDER CONNE TIMI (TYPICAL.UNLESS SHOWN OR NOTED OTHERWISE) y a Cherico King Architect, P.C. Architectural Design & Planning �'�; Stud t Stuff ' Top Pl to �to) Stud Hurdcane '11 3. � 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 Tel: (718) 392-0078 DOt for`aIg,eb-cl it jam'lome, p.11. E-mail: cherico@ckingarch.com FQr ostata-^I?ibclUt its rccne, p:11.. 1.' .I SR- k# uii d_ DFMP,4fVAd SP.Fitll e;hP� ® '. 1 Lca t 7B man. FRO in Am Tai , L� P AlIvvst1 l`'rmrfs MTF: a'bl'e d' hkat�;Mere�hrep®er u ;Iger elrapS u11 ,. ;2 Why r A—§d 1h tMlg,,5Nt n T71[fI lm areh1®del I k59' Lrr6d l B.ctliE3f'fIB!lhq mm6 cant s 1i � � REV.NO REV,DATE DESCRIPTION td+itPF tR haiaie i.on WPW'e 0r,' the Ste 9I78II Re :FS�en :: uplift.- I ®�:' 19plift` �l I1p111t: 1lpr�t ° g 0"bene,�+ril7s s �'W1lhavela '' Ib 1plofi Ta d �,. e a Cw�Siad rill�k raU ref]U4��[5�.9 r1€�7b3d.i1 Mt�trF,�ks'l�: 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW 1.6 - . . ° In ,P,tsll7g�:wr—W'rninhin!! IsfnJrbjh�lpaiN 3 ' fj�cj ffbA hltOML,4 pl3i 'L Fc+E+" 441 rleie ifina7dl'tt1B GwH{ C��° 1 R112J I:', T',k�ld 1,15x+ w1!11 0.1'si'Et'? F 11601- shimrit i M9d n-MM'n 245' 2 07.10.2021 ISSUED FOR ZONING REVIEW ES 1 f1,u x.i d '�t:iVl•:z i$i S,^7 SAS D r� PrQ' R�F'� 1" � }ix,i i'.x11�" i �61Si';>i 11 " T crridEdrsrEt ener�gla in". q�wbef s otim LSTAXF. i '[14)0114.9';x'2+ ' '1.,315 cul D.fAB'>ic.2i�" "I,ISS �p.r�llaer�'t�ed San 2. �' �r ) ''� �tud " M1F e 3 08.08.2022 ISSUED FOR DOB REVIEW H 3 .1 F MSTA361 ['14,01.1 .9'x�'4•� 1343 . 0411114,1 �2T5 '1,160' �,�+�Its 1xil�:=-�Cr4`5 and HDL1- �7 D151''x 031 ce 2Ti' �a4� 9�7' �.'L1�� a1d3[I�er Itricj Iraid�filbn yallt is arm l tan�M�snd. ter��k�1 A SUNG115DID 1 YMide ornsr�lr�rtsoetf: SRI` S'ID. apple tac0ic-M nca'cr"lop IbLm :' C� a1..9�" 1 i'1>t�1;11'.rl ' 15=1 f r !' D.,t31'ac i i " J DS1.S1"ce i i " 5. 5 �. Lk oertAr(tel bads! effuplit bads 1 1221 CJ3V.x W 1�7 (2&)0131".X21V 1,�1 - rl. loblr�d��.Lark 1m1 tr I-1 E iv fe, I Eire a M�t.tib hsrrhart1tl e ata,�hAfiere ■. �1 t F1 - -IF�O=' ud-td'- lata I .. . R f� �' 1ITT2z' I>7j.1�:. 1 : 1,11 [ilJ1T"-x•1t�'S1)' 'i,�G::' p I�TS1 .. 1 'd'fl.i ^E'x 1 x :' D.i ":.>�1 " 545 "GTBJ tarisam dpplied.to'bolh t r re lto €�1ST141'-.7PB'".ClAtN2'9.-. DSP 1 ► CUP. 1! ' 048".Ic9'! ' r =1 a�ii. ksta.=VIMr� Wetcteiieed-w d4o'-, MS7A491 1 29 1114 '.x2W 2.D20 043'i2W- 2,121 8.F�Stsl'pht s°lrap test hslrthe total fe TV 1 IE t7.idA':x'1'1 "' >IYY► .1�4'1e19? 755 S50I t atttixn-peba lea.' Lt1.T� D :4.' = f l'1 '. :t?+ ", 5 �: i5: [i[��1��' _ T'Sl# ' 2�;1�75' f°.-t'Ei to amn rrt rnbdr ln^1te aannerllcty.... I ®: ;M 3XIrnum lded icr.!S?H In UYPiimber Is iAib b. MSTICUr 1 I28)014Vx sw 2,ND [28]0.148'x 3 V; 2, 5 For sialnlay•steel,ordier''Drr ., H3' 1 FA 0.11411:1x 1 0.149'x 1 [ "il In D31 E' € ad 71d[).°tnr S0HDL2�D�9' ^ 5 tt2JWxWaa ° �,2AS 01411'x t:W Del 850 7. ;S0Heaid.EFH6 con be lEd-cw'=ns IT' �..<I k3 ha }' t'_sm t t �C311 e1tLd P I ltrs5 8 Halt ErJ s; :►LT a3�011'L17-0 gatth a OV- Cl l! SP 1 1k:idS'x3' �t1dB"z'3"' i;f ilk 365Mtlligv��ttt a rr �m DFPW-toad'cl 1, ��"b HDLtd r S2.ST t'.x 2t ,1 S. : D, 'x 1 ' a3. 3,21~m1lr�OBI Tr£CtiCf[J idt`imi t t+e InEL .,I TSp 1" 11.1 dS'.x 3"• ^ :_ X1.1 ','fit l W 1;D15 1175 int oen1 kaS .Order :PH R tx -I H[�L15-3CG2 5° r 1 i�+',Ir f5'- S' 5,E J5.. Ili' ?b,'SaS": 31�� 18000 out, PP:t L for r Muir �hsta latk)h�� FASl1 5E 1 E D1 R':x 3 S.B-5 a i�S"x3#�+" 5.5 : 8� 03bi ale the alra�lt stnap'Abe�r e.rein r-*d S1711C1560D 2 M031*14i ailed on 1,135 Doo: rg ir'+ar>erlfs.anded3tlai>311rd�ltan nurrtlbrxrfrdts a3'Icltne!,sz: rt. ' H ,k'' t;iDj'C 31"It i ti` i D.i31 1 li" S J 1.��7 �1���:. Cf+9ST'1�'$ 1 �5�D:i��":�c"�t�' S.47� IBJ DJ 'x2W S,d75 LL ' �4lt t Lei ... Na*.,0f dais L4-- F R 'tid e ham,€. 1etIC•il f-adg In t&.d Am fcc' GFASTi��" ' ?c"l�fol CES LT51 2 (11Z,0,14 Ni%R 12Q.id9".ceiih' 1,920 blit] ' � 1 4 D.1�°.?Ia?.f�' ��`I3 0..152 x�� glia t4:).cCN3fahTabla° HTSi9'1. 1 "101;1 �'•>Qi :[UrJ.id '-xis.' itdi w }�' For. ,Lf1�'-4" 5t , 1��a L7�1:�1 "'21- NOTE: I,:i.s 1, D f 3 HT1'1 51 s' 1I--ir�15 L�,11 I, tx nHi�diD ti +Dcil�hHp CeIctJ3k�r t' ' R �Irrner; ° rr�►®r�. r �: - . ALL HURRICANE TIES & 61T312z?1,: 2 [1491 r.x1W (14)0148'X1�e' 1.,'9180 i,T� 1�.Lrlt #n���ir� t�!� toa���� d-�rt�wTl�raps'r�ltr�ait�hrntr>li`+d,rnrlrnurn -� - CONNECTIONS TO BE PROVIDED Ih�T'A36 'Maid�'rntacntx�." 'HT8116-1' i'iSl f1.1��'.x't.! ' Iil}�k1:1d 9'x'I fit" UXII 2,4 Al fid=�a�Ir a Fr r��=13t-_S 1 ro-. � r . MSV AT EVERY 32» O.C. Fest�nl�I fa g:. 07mb loWiftCDeffFuze,ffZr) - 'Mom t�tj;.. �F+51a SP1�iF � de 'erer Sidi 1 +ritar�: Ier1� r 11 "I'ElI S I F6ih* '[POA [Pe,i t71 '11 § sTHa' -P' n. `SPH *° F1, 1 g 14 ' I :.F 1'I'jy 1Z 5r. SFHB DSP'' � �, n i ■" " f CQ Irbone ra sh(zPn d° t� Tor ILtift.HUM7i Ili'. trraa,.MeII Cx?tx3tBlfeci Mill all, ; i'ePr ro P.92. ; 4x511 6`;''irT7Ea�'k1�af'tlia 911 8 4Vdl a®plail�-$�-�.�Jcl __._��.. ,�F .•w•^ x s g Sktrang°Eiisre 81 :: ' tn3l n'vill laid wtpn upllt- E i '�'!4't` dtlk�'t Jka r�2sh p. fwmin. �a .� rs � ;• Iliadfl>rQntr ,p®+i��sd(apllEd �'�' � arrangements and la i � , �.•�60.� ��fP� f All ideas, designs, a g plans indicated F IM,toone Stve Ina r-t A,, a ePP Ir S �t � 9 tip or represented by this drawing are owned by and r r_ Tse cf to t#t3 :orio pots i t proper y o King Architect, -, the ro art of Cheric ct PC. and were `' tls - -� created, evolved, and developed for use on, and in connection with the specified project. None of such ideas, designs, arrangements, or reproduction of )` ft6hol!Diti 't; Truce plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever h..' . •; ® ".iii", I-E§,6,®"p�;U d, &114 nchor and without the express written permission of Cherico King Architect, PC. Written dimensions on these Not SM bty Much, ,� •� _ - •^. . ' ble'a err' drawings shall have precedence over scaled J.y talf y:`M 7 rap Yotr ' d7 � ,� dimensions. Contractors shall verify and be 5■ ' •,� Ltt�l>l"x 1'F�•: 1117. I fly: Irr>p`'txttre�ng-Tie'tytT° 1h>� rl responsible for all dimensions and conditions on the fJ ,t�tPi; ;.EBti�a CalauTor,' ii .. _ p job, and this office must be notified of any variation erste° pis' Alf- iiad R4� 'ttr'Figtfpyqu,€iukA1 tietawmine the from the dimensions and conditions shown b these Shoe of sled Irk y cut 14r1Cth�of s94h 1 etre p drawings. each spp' ion ter a.pig}_.# P Poi' rXt0eliirt#'tir�Itrti �` ft111 �" at3Pi'! irtiyfu 5�11le�rIF:eCa BT tiP� srrttdrirtlerccrr9fsbflara. '1t1`� ili fir. °�r1 E 1runwit",6e PP,=1; I'®d-tG-fop {?181s CmiRcU�u p � Applicant of record has not been retained for f construction d supervision o cons ruc ion an Special/Progress inspection. This plan is approved only for work indicated on the application specification sheet. All other matters ol� r;. � ���; a �1 ' T( .Il shown are not to be relied upon, or to be considered either being approved or in accordance ,Lwowr f �. with applicable codes. . ��tl : 'a8 Loi ��aIu,os��•�r str a, .s �'� ��� cnst X41 �.� on�ll�' »II o st l�-` �'� � in,,t t-flztian f-d th;is fir . rl�t rr c l-e ab app pflc8t a F � P'� .- 16 Gnl 171 NSTA F1 AJSheathing not �. G� ; 'hown for clarit U P-1� ancho'r' not, °+ PROJECT ADDRESS 4h of , �a. Y Constantine's Residence I is `, ® o e �( ° � silli • i �� �a !a 275 Miriam Road w Mattituck, NY 11952 DRAWING TITLE A344 �'' .�• _ _ I I , t�tie���a' "�i _ •,� ate sr- - , - � ,�� - .� - ^�. •ala STRUCTURAL DETAILS - 4 , � ��pP' ,. �_ ,; •, b Simpson Strong-Tie) Tie SP!F�r I;. ,j - - . _ '� a ~==ate _ _ _ ,�rS. � i.• .t r` , i�•A. i Ei - l _ e 1�Y - � ' PROJECT No.1tto N'a'tIs not I�° -S �° e.�_ CK21-016 Y, ,. �: ;I ' . �. required in - , , r , IF HD6B HTT6 REG/ �i'�' Te ti � >E r Tl �, (HD7E3, HD9B similar) * STc� I I. � �4 similar) DRAWN BY may. �CHK. �„ r �':�► 1 Ma �.woma' �' �- #, ,,..�,..� us CH I , CHECKED BY <<. �j Provide mire. �0 1 1K 9 y� ti DATE: "(e/a " end �d'istgnee 04 7.2021 -� - for CS and CIVIST ,�. ■' DOB APPROVAL&DATE DRAWING NUMBER � i '' P — I forepi' � " I i EgUa umber-of in each end S-4 fc. s�eeifi:ed nails b . CO3 tjnPL �� Baa .sr�L'. �:� l�'r��"�'� ' I�i��'���•E� "�' st Sheet 20 of 21 pre usa. i e Uva re'fi't 'v'�� e T�,�lc�l lrast�llat 11'1 as a Floor-to-Floor Tie (C ST requkes rrrfnfmum (2) 2x studs) Cherico King Architect, P.C. RR Architectural Design & Planning - Ridge Rafter Connector 36-06 37th Street 2nd Floor Lon Island t An interlock provides alignment control and correct nailing locations. g Sand City, New York, 11101 ---� - For a rafter-to-face connector,flatten the top flange into the face plane. Tel: (718) 392-0078 The RR may be used.With rafters sloped up to 30°. E-mail: Cherico ckin arch - @ g .com Material: 18 gauge tnat ll iol u; e�taL4 Ibr W;at,wed g 9 �nd ler Finish:Galvanized REV. REV.DATE DESCRIPTION .FII all Wiar,0!0101 I a ze, Installation: r• Wc4d are a pd Io eac.h E;O each.lop fl raNe:. a 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW * Use all specified fasteners;see General Dotes � '4 rAds si3r9:k'gVhfh',W of ftfron t edia ol•tte ecel lm,dc4-. � a 3y. 2 07.10.2021 ISSUED FOR ZONING REVIEW Codes:See p.11 for Code Reference Key Chart Wr-4d ri-&ad.-a--.mal)ba f-: lam 3 08.08.2022 ISSUED FOR DOB REVIEW � �aridIctic�.hs ���r�;i•°rn tabluara�Man"Mum Iitb-, _ e:•! � __--------___--- ------------. ..__.___-___�__�_____ —_________----__.__---------__-- '�',>��� ■• X31 l0efl.^i;m PES]Irk�lJFork rs.�L� $07'l�-ad COr' li l"u:. Many of these products are approved for installation witli Strang-DrivO �RR 5D iConnector screws.See pp.3d&352 for rnom irrF+�rmatiart. Th t-dr�grsr ljf rr v ll d_.te�rr�lira et s qi n It . Fasteners(in.) Allowalile Loads' did CaOon:V&4cfbg CaN Tliz•ad.steel may"pmduse harT dt r� " Modef Min. uplift DFISP Cede ., fl rrr�asn feall�,�iPCr Cl 6"at` ` !'� �- Rafter p P fi � dLr�� a . c.p Aro. Size Hender Ilafter (f60) Ref. pr i rlor&Wbldirg,-7h:y l,d be;n.�r an"63 volt _ � Flaor Roof �.� r, ;sand-ards, (i00) (125 ° RR 2xG (4)0.148 x 1 L (4)0:148 x 1! 130 330 330 tBC,FL,LA o 1.Roof loads&a 125%of floor loads unless limited by osier criteria.Floor loads may be adjusted � for load durations according to the code provided they do not exceed those iso.the roof colLrmn. 1 A Vffl��n appribsihrin t€1o� Typical RR (1 I'8 iar� 2.Fasteners:Nail dimensions are listed dLimeterby length.See pp.21-22 for fastener Installation infomiatEon. dop-Range. Hangers Welded to Slmtural, Steel Memobefs TvP F gaga i<r1 -F1n e v� 1 M t ,. 11141 ran° u s!�,t9 W m i nifty,:Srta ,feiSI F eiF".UL f Le lhsn at#"v d= I I r'� (1Cljs.f ;x9 t,G3�: G's 2 d_ol l4 a",i�" 101?..iCa tl3 : 1, Fid. Wta1W .'taf! 1 r4'of' 15 tn 211, it 7' ryry[P�g9 B"�frp+b`to11 ;3 Tti•0-!4' 3.'. 3t _ 1547n`3`-� it`x1p:. tC121)1140x!iA �,€�5 a)r,5 HGO' 3 I?i c,"i.2LAA� 1:'�?'s "�. ..K *_ :103'*"trf$Cti141�h�33r 13Nf }�rJ 1�1[ 3R?1tilIrim rltrlteeTtf€ �?SI M,'i'E� 1Ld"S° roe (',k3Z7•:, i s e r f iJp curTelt%bod Con sr1'Cf,_,t Gix.an .r.ral3 t'E=fi0lv'rT FA All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by and the property of Cherico King Architect, PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such R" ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, _ - -- - SGW Stud plans or corporation for any purpose whatsoever 3 25 Installation to Wood �f fV:q td I_PA ^IT.�t N T *+rT _�3 :'a'_1,• r4-`+ i Li rssc«P �S �: ' ? 1.. 71_ E GFS TfciC�r JVIO�Required)C�� ,- -� without the express written permission of Cherico Trt3 riror =rIcin n tPOftkJ 10d" 0£ -Sr0 E Pf lt•e TIC W_*J 011?:41?J D_-Je Tb: 5d `:"r�SCtt�;3 rid^7laf�ebllrt r�cr fin�la 1't apd Vr^3tr�j:zr King Architect, PC. Written dimensions on these : I :T� 1 rna: asrntFar7t} 1 r � � drawings shall have precedence over scaled - - dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. _T EGH ISI L bull-L ET7 N' Applicant of record has not been retained for a supervision of construction and Special/Progress �..w.< inspection. This plan is approved only for work indicated on the .Non-rit ed'•HU merles hangar:A`rnay, �' ° application specification sheet. All other matters shown are not to be relied upon, or to be considered either being approved or in accordance n�embar , g with applicable codes. PP Ap U69 I.vkdd sGgnWt31;4.t0l:Y spaced to to l 6ttornth half the.Wpecrts: Inn 1i sldgdf h3ri�ar,, 4dWeld n ia+,�taalthe� 1 + �� ually , (onedgG of flangG� spaced or fl6te- k+ '& (cn flangb bid 9m), ® �M-itiffonl m r>=qukG d for ell I-Pl6ts w6d%Vfth these 1i - r..ap Joint Fillet Weld T PROJECTADDRESS ( .1",�� 3,4M Ib.dries r (9' I„sovr. , ,t: . � . Constantine's Residence 1.Casipn Inds must not e.cead it*curriwd.VLCW,omrlrxr.%M, carY,eV,- aquaI,f 275 Miriam Road, ep!D311 due 1. ,2.Loanmiumar=-T= Adn �abN%1. :X7=-'q. �.f. i, spacFad Mattituck, NY 11952 .5.64ort:44�dhy 0e}r lh f rns l '&r heiri►hli Itrnes;MaN proDRAWING TITLE per�+�rg pry me end a3. t '. 'prEc3uticri:4kAcl g snould to In eccordarD3'AM AIA75 I 4.'1m&,,muf40rerdAWS bi,�j 1n]ddiaii s.Ttaalrxr�edl�cntn�.�a�w�tiF►3 t.dgerx.Jelohee'�yrstruclu-al �, STRUCTURAL DETAILS stM:tl should arty topala'rnedtryScued,qtAlred lm4lk �1 "a.FCruplllkc:6:is,ugi;, >)j6ardrjmImw•6iac�eclr . � I bY Simpson Strong-Tie) -erax�n.n the�rf�rA w�a�'�. :r^6'�r?Deana m��.. ° p 9 ) SEAL&SIGN AT RPROJECT No. Lap.mint•Fillet WiMd * R�cisr CK21-016 ;P, GHF,4j� - DRAWN BY r� o� E ��.. C.K. CHECKED BY C.K. DATE: i 04.07.2021 i1 t 1' 21 DOB APPROVAL&[ATE DRAWING NUMBER S-5 Sheet 21 of 21 Fre0a;&Rfall l<ar6ove.111d W F1ere 134Vel I=ajVOe 4 Weld Dafj4il d�W M� flmp:ca�li�rn�.Tb��sn}Ixi'�£Jiu}iL�Mli�.