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HomeMy WebLinkAbout51294-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 51294 Date: 10/18/2024 Permission is hereby granted to: Chryssiadis M Fam Int Trt 25 North River Rd Stuart , FL 34996 To: construct deck addition to existing single-family dwelling as applied for. Premises Located at: 5040 The Long Way, East Marion, NY 11939 SCTM# 21.-5-17 Pursuant to application dated 08/30/2024 and approved by the Building Inspector. To expire on 10/18/2026. Contractors: Required Inspections: FOOTING/REBAR , FRAMING/STRAPPING , DRAINAGE , FINAL, Fees: Single Family Dwelling- Addition 8c Alteration $320.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total 5420.50 Building Inspector ����°`�`� rowl� or �c�u•rr�or,r� - 73i]IL.nrIVc, nrcr'arz•rlvirr�7 Town I)all Annex 54375 I'viain Roncl 1'. O_ 13ox 1 1 79 Southold, NY 1 1 97 1 -0959 "1'c:lephone (63 1) 765-1 802 Uax (63 1) 765-9502 l�il :tT s _ utlr cltc =ran _r#cx F Date Rc�caiv E-_d APPLICATION FOR BUILDING PERMIT I For Office use only PERMIT NO._ � Building Irssfscc-tor:_ 2 Applications and forms must be filled out in their entirety. Incomplete P-L applications will not be accepted_ Where the Applicant is not the owner, an Owner's Authorization form (Page 2) shall be completed_ Date: f Zy OWNER(S) OF PROPERTY: Name: 4y?� C ti L10/$ SCTM # 1000- Project Address: % // 7 3 9 Phone 12: -7 -7 2 r gf 5l $ -//; Email: rNG Z G sN ---jrC_. Ca/ I Mailing Address: SO Yo -f-yE CLoNlr ".4-7 E. /v1 .4.c-.ernes, /�'?. /J 93C:k CONTACT PERSON: Name: S - Mailing Address: 1 77 / Phone #: �/to —e/ ZZ _ 59 76 �' -- i 3 Email: DESIGN PROFESSIONAL INFORMATION: Name: pENNJ S /ta Ev6� Ji, �4 . Mailing Address: ,j.4-1, !-./,f, //7-7 / Phone #: s/ A. 'TZZ - 9-97Ls K —/a Email: p T i w-o a -6.v-7► pv-aao v0 S Cowl CONTRACTOR INFORMATION: Name: r---7Z Mailing Address: Phone #: -7 Z 9S— 6'75-/ Email: sryZcp�{ErV E Z — j�E"G�s� GOIt� DESCRIPTION OF PROPOSED CONSTRUCTION l7lNewStructure DAddition MAlteration MRepair MDemolition Estimated Cost of Project: >kbther t 7��L _ $ - o 0 0 Will the lot be re-graded? OYes C�Vo Will excess fill be removed from premises? LA- Yes _5RIVo` 1 PROPERTY INFORMATION Ex)st)ng use of properly: r-4eIs Intended use of property:1. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �o this property? CIYes ". IF YES, PROVIDE A COPY. M Cheek Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By (print name): LVJAuthorized Agent CJOwner Signature of Applicant: Date, STATE OF NEW YORK) SS: COUNTY OF - / e, � N being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (A)he is the rl-e- `i/^r -- ��I� �G.-+ /✓ (Ce4+*tecrtor, Agent, C er, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ' day of AZL tea-u 5 20 N ofA Yid Public, Statef Nevlr Yr Re istrati n 0 i i A 32:3015,� Qualified n Suffork cuunty Certified `€n Nassau County PROPERTY OWNER AUTHORIZATION Commission Expir s pril 0 (Where the applicant is not the owner) residing at o L!?N�G !� if A" fe-ra/_"� do hereby authorize to apply on my beha f to the Town of Southold Building Department for approval as described herein. I Owner's Sign ti re Elliate Print Owner's #flame 2 EASYSTE-01 DTIRINCERI DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 9/5/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ' IMPO 'TANT If the Certificate holder is an ADDITTION.AL.INSURED,the policy(ies) must have ADMIT ONAL INSURED provisions or be endorsed_ if SUBROGATION lS WAIV 3, subject to the terms and conditions of the policy, certain policies may require an enaorsement. A statement on this certificate does nOt csnfer rights to the Certificate holder in..lieu of such ends rsement(s). PRODUCER ) ICON NAMECT RCM Insurance Agency Holdings, Inc. PHONE E:t): (516) 294-1072 a'�c,NoI:(516) 294-1764 950 Franklin Ave_STE 100 Garden City, NY 11530ass Sell'tit°iCe [1II1tI'S.CtOrSl�Is.L1a'alli. -0°l'B INSURERS]AFFORDING COVERAGE . NAIC& INSu)xElxa_UTICA FIRST INSURANCE COMPANY 115326 INSURED INSURER B STEPHEN SENZATIMORE DBA EASY-DECKS INSUREER C: 8 SHERRI COURT INSURER D: = SPEONK, NY 11972 INSURER E.= ``- INSURER F COVIERAGES CERTIFICATE NUMBER: RI`VISiON NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ----. AO UISUBR _ PgL9 Y EFF PpfLICY.E}cP -. LTR € TYPE OF INSURANCE IT} i Vyyp POLICY NUMBER _ _ _ _ O LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 � DAaAG RANTTE D $ 50,000 CLAIMS-MADE v^ t occUR 1ART3000608420 11/10/2023 11/10/2024 pR �l 3 - dIED EXP9(Ay one oersan) Is _ -- 1,000 PEl S�ONAL i%ADV IN UR.Y R 1,000,000 - GERT'L AGGREGATE LIMIT APPLIES PER: = GENERAL AGGREGATE $ 2,000,000 i I PRO- t 2,000,000 X POLICY L LOC PRODUCTS-COMP/OP AGG 5 i _AUTOMO CO BIN D SIN�"sLE LIMIT $ BILE LIABILITY eEa _ I ANY AUTO I @QOILY IN-_iURYPgf +er5an) I OWNED - SCHEDULED AUTOS ONLY _ AUTOS BODILY INJURY 1P a cide t) S HIRED NON-OWNED III, PROPER11 PAMAC-E c t AUTOS ONLY AUTOS ONLY Per S S UMBRELLA LIAB OCCUR _ �EACH OGGURREN CE S I EXCESS LIAB j CLAIMS-MADE]7 GGREGATE ^� DED _ RETENTION`5 WORKERS COMPENSATION € H- AND EMPLOYERS•LIABILITY ,/N — TATI.ITF �R ANY PROPRIETOR/PARTNER/EXECUTIVE N/A - E NT.L EACH ACCIDE - u OFFICER UIEMBER EXCLUDED? = (Mandatory in NH) _ I - E L DISEASE-EA EMPLOVEE S i If yes,describe under s DESCRIPTION OF OPERATIONS belo- I €  1 E.L.DISEASE-POLICY LIMIT ; $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELL.ATIQN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOW Main Road ACCORDANCE WITH THE POLICY PROVISIONS_ Southold, NY 11971 AUTHORIZED REPRESENTATIVE .0 ACORO 25 (2016/03) © 1988-2015 ACORD CORPORATION. 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TITLE NO.7908-03616 Sol �v. 'tY 5 N1 3 5 G <O N w5 €7 I ® 7Z ` - s § � ems_ x P F 7 0� V. � � � � 'fir '• � \`K1 hA O® 74 n � Lat 7� 8, d sAft. pred_2 DO C51 :. 0H 11F" open 5pDce -f E SuirnLIC 0OUNiY IMWE VINT"'00141t SURVEY FOR APR,e,798! I MICHAEL THALASSINOS& CHRISTINA THALASSINOS DEC.I9,MID MAY 5 19 11® T3, REi+s ;F/ j m LOT 74 "MAP OF PEBBLE BEACH FARMS" FEB.14,1980 Vila sJ,F.g0 di5poSr! and wator ollp H-L4' AT EAST ARION DATE: NOV, I, 1979 Ytictli4.ida flex tI11s Eocatton havo been TOWN OF SOUTHOLD SCALE! I"=40' a fzz 1poc,. = b;r the 5 dopq ,rent and found � SUFFOLK COUNTY® NEW Y RK NO. 75-591 AD be ra'`r ..5d&G'I<O T'3r U.i,.AUTH TEED ALTERATION OR ADDITION ro THIS GUARANTEED TO CHICAGO TITLE INSURANCE CO. 6``•`• ,"., -`-'. C '". ail'rrS.EY Ri A V!04 H)k OF SECTION 7209 OF hC r CW YStH`H� iAY€ DJCArI ON LAW V,112ief Of General Bt giffi'3Of2riao IfCOp tES THIS SURVEY HOT CARING THE LAND Services SUHY Y*F%S HNKEG EAffi onEHADOSSE €RI SHALL at � HOT UE CONSHOER D TO of A V:Ltl TRUE COPY H Gii#RAHTEE INDICATED HEREON SHALLRUN :C,Y TO ,�D HEALTH 0£PART MENT DATA FOR APPROVAL TO CONSTRUCT THE C RstM F-R � � TH€aUHw Y`'PREPARED AFIQ F HIS OEHALF TO T,'', 71%1}6 PWIY,GCV€n:H= #NEAR '€i'eYAT N [harm �'�OURCE 4 WATER PRIVA.TE.—P€UBOCL ENTA� AGENCY k6 E't Dsk3Tr INg7€TSHT ON I�a571aD k SU&'F CO-TAX MAP DIST tee SECTION�I COCK-A�-LOT,tT-.. HEP.EC-TH.AND 10 THE ASSIGNEES OF THE LENDIHiG q . THOSE HEREON, OT 7Ira5-ETA 6pEINTIY�Tt¢` GV €PrTEE3 ARE NLS WITHIN 00 OF PDOPtA RkT3Ei. P D EL TO ADDITIONAL INSTITUTIONS O ugrOUCH7 OTHER THAN D°° HE E3# r THEWATEn S41pPLv At SEW�"AOE OIS.POSAL SYSTEM FOR THIS RESIDENCE OWNERS j `'7s M DISTANCES SHOWN HEREON FROM PROPERTY LINES j�f a WILL 4=11 P€rRd T4 THE TA3;Cr.05 OF TNv SJPFO€L%CQUN7Y DEPARTMENT TOE%1571NG STRUCTURES ARE FOR A 9P£CIFIC '� f I OF HEALTH ! ICES. PURPOSE AHD ARE NOT TO BE USED TO E57ABLISH - _458�3 ,� I APPLICANT, PROPERTY LINES OR FOR THE ERECTION OF FENCESz ADDRESS L € 3 _ g O TRA OE AVENUE TE € RVFRA - NEWYOR KI ?AONUMENT ❑ ;sDDIV€WON MAP FILED HH-:-THE OFF ICE OFTHE CLERK OF SUFFOLK COUNTY ALDEN W.YOUNG,PROFESSIONAL ENGINEER - of,JUNE 1111076 AS FILE 4M 9£66 AND LAND SURVEYOR N.Y.S.LICENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR it THE LOCATKONOFWELL(W),SEPTIC TANK(3T)R CESSPOOLS(CPI SHOWN HEREg4 NY.S LICENSE NO.45893 T ;-Nlll OBSERVATIONS AND OR DATA ODTAIV'tul FROM 0 T H ER3 - � ` dl-,54-7 #5040 THE LONG WAY S� 103 .24' ► 50� `. ......... D (I'll, _RY55 AD 5 _R 4-- 5 C50 PROPOSED 1'6 HGT. RETAINING NALL # 5040 THE LONG NA - SOUTHOLD Y - Ilq3q PROPOSED EXPANDED _ N PROPOSED STEPS DIN UPPER LEVEL DECK `_� TO PROP. PATIO LEVEL Cn %; Exlst. j s Eg.st IR / 4 U-) 30.9T' -- �� Q350 ? 1 B 5 017 .a___ Q PROPOSED PATIO UNDER DECK 18 HGT. 0 c 6�, Exist. I -STORY 11 FRAME I FAMILY -1 l 42.81 DWLG. 7.44' %.00' 56.00' ~o O 29.g0' I N 0 44.01 34.06 I0.4I' 16.41' m I- OA _® © g OA © © U� 11 29.7' $ 29.7' 41 20.41' 39.31' 39 31' OT COVERAGE AREA DIAGRAM OT COVERAGE AREA DIAGRAM SCALE:I" = 20' I ^V CV LOT COVERAGE CALCULATIONS LOT COVERAGE CALCULATIONS ( _ LETTER DIMENSIONS (LINEAR FEET) SQUARE FOOTAGE LETTER DIMENSIONS (LINEAR FEET) SQUARE FOOTAGE A 30A7 X 2q.7 glq.80q SF A 30A7 X 2q.7 glq.80q 5F B 6.1 X 26.53 161.833 5F B 6.1 X 2633 161.833 5F C 20.41 X 34.0 6g3.g40 5F C 20.41 X 34.0 03A40 SF D 2q.7 X 6.0 178.200 5F D 2q.7 X 6.0 178.200 5F E 10.41 X 23.3 242.553 5F E 16.41 X 23.3 382.353 SF TOTAL LOT COVERAGE............. 2196.3350 SF TOTAL LOT COVERAGE. ..... 2336.1350 SF _ O offllllll LOT COVERAGE DIAGRAM ROPOSED LOT COVERAGE DIAGRAM `r' SCALE: SCALE: m 0 m I ZONING CALCULATIONS z ENERGY NOTE: SECTION: 21 BLOCK: 5 LOT: 17 ZONE R40 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL �j JUDGEMENT THESE PLANS AND SPECIFICATIONS ARE IN LOT AREA = 28,770 SF " ��° 28' 301' N � RESIDENTIAL CCOMPLIANCE ITH ODECH 020ER 11 NYSRCF THE AND R 00 NEW YORK 3.2 OF THE STATE REQUIRED EXISTING PROPOSED 105.001 O5•00 LOT COVERAGE INTERNATIONAL ENERGY CONSERVATION CODE PRIMARY DWELLING.............. ....................... ..... 11775.57 SF 1,775.57 SF PORTICO / PORCH................. ....................... ..... 00 SF 00 SF SURVEYOR NOTE: DECK..................................... ....................... ..... 420.75 SF 560.55 SF PLOT PLAN GENERAL CONTRACTOR TO HIRE THE SERVICES TOTAL LOT COVERAGE 5.754 SF 21g6.320000 SF 2336.120000 SF OF A LICENSED SURVEYOR TO STAKE OUT THE 20.00 % 7634.063 % 8llq.g86 % � SCALE:I" NARDSEW DECK AS INDICATEDTON THIS MAINTAIN FLOORREQUIREDFLOOR AREA FIRST FLOOR........................ ....................... ..... 1,775.57 SF 1,775.57 SF TOTAL FLOOR AREA N/A SF 1775.570000 SF 1775.570000 SF SECTION: -21 N/A % 6171.602 % 6171.602 %FRONT YARD SETBACK (PRIMARY)......... 50.00 FT 50.04 FT 45.6 FT BLOCK: 5 THIS 15 AN ARCHITECTURAL SITE PLAN STREET NAME A FRONT YARD SETBACK (SECONDARY)..... 50.00 FT 43.4 FT 43.4 FT LOT: 1-1 BASED ON INFORMATION SHONN ON A STREET NAME B SURVEY PERFORMED BYHONARD N.YOUNG REAR YARD SETBACK.......... 50.00 FT 144.21 FT 144.21 FT AREA: 28/77-70 SF SIDE YARD SETBACK ZONE. DATED -a-1g81 SIDE YARD........................... 15.00 FT 2q.q FT 2q.q FT SIDE YARD.......................... 0.00 FT N/A FT N/A FT TOTAL SIDE YARD SETBACK 15.00 FT 2q.q FT 2q.q FT BUILDING HEIGHT.................. 35.00 FT 20.10 FT 20.10 FT LOT WIDTH............................. 175.00 FT 105 FT 105 FT LOT DEPTH............................ 250.00 FTI 271.g5 FTJ 271.g5 FT REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMEN75: ,�>� ED AR ®so SHEET Ti7L1= GONSTRUGTION DOCUMENTS ® �� ,•....... ti� # DATE: BY: # DATE: BY: # DATE: BY: e Gj •.. .� � I a" a u I I •.�N\S M.tijF�.•••�.� IlnPROJECT NAME222 �� GHRY551AD15 RESIDENCE �r5040 THE LONG WAY,EAST MARION,NY-11�5a 4 4 : OYSTER BA1' DRAFTINOSHEETNO. 45 5 5 s� ••.. rasz Q . ;..,,.. :- AND ARGHITE:GTURE:, F.C.' • "" ,.��,;;�,�.,� SDGALE: AS NOTED 6 6 6 of FOF NE`N �`e o 65 WEST MAIN STREET OYSTER BAY, N.Y. II.7.71 OF <�®tttll0��a`.` �� Pia (516) q22-5c176 (FAX) q22-6255 BY: M.M. Q➢ 7 7 1-71 WEB: hM.OY5TERBAYDRAFTIN6.GOM EMAIL: ARGHITEGT@OYSTERBAYDRAFTING.GOM JOB No: 24058 NEW RETAINING WALL — — SEE DETAIL "A" SHEET # — 6'-O" 10'-6"NEW I- - - - - — - -t- - — — — — — — — J- - - - Lu QI - - - - - EX.DN EXIST. I � � m I �) EXIST. HOUSE I I 141 �I Q Lu HOUSE I of A A A 3 4 1 cn 3 3 3 I < EXPAND. I � I r col DECK I NEW I 4"th PC'SLAB ON GRADE I 16 W/WWF66-I01016 MIL POLYETHYELENE _ I al VAPOR BARRIER. Q , I N N / — I 5/4"X6" CEDAR x NEW "XIO" ACQ J@ 16" O C DECKING `u I I L EXIST.DJ.TO BE REMOVED — .. �I — Lc, 4��-- - _ _ _ _ _ _ _ _ _ _ — — — — — c� — . I ><I o o I — — — — — — EXIST. EXIST. I W _ _ _ _ _ X �_- - - - - - - - - - - - - - - - - - - - - - - - - I I I I 10'-6" 29'-8" — — —6-�-1n— —. — � 8"0' NEW PERMACAST STRUCTURALFIBERGLASS COLUMN DN TO 3'DEEP X 28'-10" 12"PC.PIER 6'-0" 39'-4" 6'-1" 16'-6" 28'-11 loll LONER LEVEL PARTIAL FLOOR PLAN UPPER LEVE-L-P-RTI L_- FLOOR PLAN - ------ - ---- SCALE:1/4 II _ I I-0 II SCALE:I/4" = I'-p° - REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: e\��••R ESD M AR •. �` 9 SHEET TITLE CONSTRUCTION DOGUMENT5 # DATE: BY: DATE: BY: DATE: NH .MCy �e Iln I I I •<c� :� PROJECT NAME GHRY551AD15 RESIDENCE 2 2 2 �: •0� e � 5040 THE LON6 WAY,EAST MARION,NY-11�51 OYSTER BAY DRAFTINCE7 4 4 4 w • ' = • • SHINO. 5 5 5 •°• ,saz ` oa AND A�RGHITEGTURE, i�.G. DATE: - -2� , - 68 WEST MAIN STREET OYSTER BAY, N.Y. I17�15GALE: AS NOTEDl ir��� � � c°, � (516) C122-51-f6 (FAX) C122-6255 1 ' 7 WEB: WWW.0Y5TER5AY0RAFTING.G0M EMAIL: ARCHITECT®OY5TERBAYDRAFTIN6.GOM IJOB NO: 24058 EXIST. EXIST. HOUSE EXIST. EXIST. NEW METAL WIRE RAILING EXIST. 2nd, FLOOR NEW METAL HIRE RAILING 5/4"W' CEDAR o - - --- - - � DECKING m i Ist F.F. ----- 8"X8" NEW PER�1ACA T III I - - - - - - � Ist F.F. 0 STRUCTURALFIBERGL SS - _ ;/ rr r (2)2XI2 ACQ COLUMN DN TO 3'DEE X r, j EXIST;% ,: EX15T;; ! %; r ' EXIST. ,' ;:-' NEW 2"XIO" ACQ DJ. 16" O.C. -'i„ r " EXIST. I st. FLOOR „ AREA OF NEW DECK r %> /r. 8 XS NEW PERMACAST NEW RETAIN. WALL (2)2XI0"ACO LEDGER TO BE 1/2" 5TRUCTURALFIBERGLASS I�J DIAM.LAG BOLTED @I6"OC STAGGERED ' - GG COLUMN DN TO 3 DEEP X 12"PC.PIER I �l -NEW RETAIN. WALL GRADE VARIES LA d I GRADE VARIES o I- �1 NEW RETAINING WALL LINE OF NEW FNDN. FNEW - J~ SEE DETAIL "A" 4"th PC SLAB ON GRADE SHEET # L J I W/WWF66-1010,E NIL OTO�ITELEVATIV POLYETHYELENE VAPOR BARRIER. (:: CROSS SECT I ON ' All SCALE:114"' = 1'-0" EXIST. HOUSE EXIST. HOUSE NEW METAL WIRE EXIST. EXIST. EXIST. RAILING o = o ' - N o o, i' 0 / NEW METAL WIRE rn 15t F.F_ %% ---- - - , i RAILING 8"0" NEW PERMACA5T AREA OF NEW DECK EXIST. STRUCTU RALFI BERG LA55 NEW RETAIN. WALL COLUMN DN TO 3'DEEP X 1 MST' a- 'r 1 r , I I I 2PCPER --- ,' n co NEW RETAIN. WALL GRADE VARI E o - - - - - - - - - - - - - - - - - GRADE VARIES I = I I I I I - - - - - - - - - - - - - - - - - - - - � � - PATIO F.F. L - _j LINE OF NEW FNDN. I I I I I I I — - - - - - - - - 1- - - - - - - - T � - - - - - - - -I- �' LINE OF NEW FNDN. I I I I I I I I I I L- J L J L_ J FRONT ELEVATION SCALE:1/4" = II-011 SIDE ELEVA ION ----- -------- - ---- --- --- - -- SCALE:1/4" = 1'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNIGIPALIT`( AMENDMENTS: ®®� AF?Cs SHEET TITLE # DATE: BY: # DATE: BY: # DATE: 8Y: 0®' �c��D ..... ��®o ? IlIl CONSTRUCTION DOCUMENTS e a� M. '•.• /i I �, o �a PROJECT NAME GHRYSSIADIS RESIDENCE 2 2 5040 THE LONG NAY,EAST MARION,NY-IIg5q 4 4 4 OYSTER BA"' DRAFTING SHEET NO. 9 •:'• ,,, :�r da AND ARGHITF_GTURE, P.G. DATE: 5-13-24 P .••�832•. SCALE: AS NOTED �� 6 6 ,►�� �� d " °� o 68 WEST MAIN STREET OYSTER BAY, N.Y. II�-7I a /I I Flip e``e> �� (SI6) q22-5a76 (FAX) q22-6235 BY: M.M. QD WEB: WWW.OY5TERBAYORAFTIN6.GOM EMAIL: ARCHITECT®OY5TEF5AYDRAFTING.GOM JOB NO: 24055 AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS FOR CUSTOM I 11112 FAMILY CUSTOM HOMES GENERAL L I(5HTI N(5 NOTES: FIRE RE515TANOE GENERAL ELECTRICAL NOTES: GENERAL CONTRACTOR NOTES: FRAMING DETAIL FOR HURRICANE TIES t NAILING SCHEDULE (PER SECTION R313 OF THE 2020 I,R,C,) REOU I REMENTS: CONTRACTOR TO COORDINATE ALL LIGHTING REQUIREMENTS - WIRING METHODS SHALL BE IN ACCORDANCE WITH SECTION - VERIFY ALL PITCH ANGLES PRIOR COMMENCEMENT OF WORK, ANY WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 GENERAL CONTRACTORS ALL FUR I51 INSTALL A COMPLETE WITH OWNER. PROVIDE ARTIFICIAL ILLUMINATION SOURCES E5801 OF THE 2020 NYS RESIDENTIAL CODE. ALLOWABLE DISCREPANCY WITH ANGLES, CONTRACTOR MUST PROVIDE THE CORRECT NAILING SCHEDULE FIRE SUPPRESSION "WATER SPRINKLER HEAD SYSTEM" AS PER THE REGULATIONS 4 REQUIREMENTS OF THE NATIONAL FIRE (MIN. AVG. ILLUMINATION: 6FG) WITH WALL SWITGHE5 IN ALL - PROVIDE (1) LAYER 5/8"TH. TYPE-X GWB APPLICATIONS FOR WIRING METHODS SHALL BE IN ANGLE IN ORDER TO MATCH ELEVATIONS. VERIFY ALL FIELD CONDITIONS PROTECTION ASSOCIATION 13 (NFPA-13D) OR THE REGULATIO115 4 REQUIREMENTS OF SECTION P2g04 OF THE 2020 I.R.C. HALLWAYS, BATHROOMS, WALK-IN CLOSETS, $ CELLAR ONE (1) HR RATED ON ALL INTERIOR ACCORDANCE WITH TABLE E5801.4 OF THE 2020 NYS PRIOR TO CONSTRUCTION. NUMBER OF NUMBER OF SPACES. REFER TO "ELECTRICAL NOTES" SECTION ON SHEET WALL5 AND CEILING OF GARAGE RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING "WATER SPRINKLER HEAD SYSTEM" DESIGN ENGINEER PROFESSIONAL SHALL BE RETAINED BY THE OWNER THROUGH N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS REQUIREMENTS FOR WIRING METHODS SHALL BE IN - ALL CONNECTION DETAILS DESIGNED FOR WORST CASE SCENARIO; ROOF FRAMING COORDINATION WITH THE GENERAL CONTRACTOR. - PROVIDE (I) LAYER 5/8"TH. TYPE-X GWB ACCORDANCE WITH TABLE E3802.1 OF THE 2020 NYS CONTRACTOR SHALL ALERT ARCHITECT IF SUBSTITUTIONS ARE INTENDED RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER "WATER SPRINKLER HEAD SYSTEM" DESIGN ENGINEER PROFES AND LOCATION ALLOWED FOR IT SIONAL SHALL SUBMIT SCALE DRAWINGS SHOWING ALL SPRINKLER -ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE ONE (1) HR RATED ON ALL CEILINGS OF RESIDENTIAL GODS (ALL CHANGES MUST MEET THE 2015 WFGM MANUAL CEILING J015T TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST HEAD LOCATIONS, TYPE, WATER FLOW PIPING REQUIREMENTS t SHUT-OFF VALVE INFORMATION FOR BUILDING DEPARTMENT � AND SHALL BE IN STRICT FINISHED CELLAR CEILING JOIST TO PARALLEL RAFTER FACE-NAILED SEE TABLE 3.9A SEE TABLE 3.gA EACH LAP REVIEW, APPROVAL 4 RECORD. CONFORMANCE TO THE NATIONAL ELECTRICAL GORE, - EACH NEW APPLIANCE FOR - ALL MIGORLAM5 (ML) ARE BOISE VERSA-LAM 2,800 PSI 4 1.75" WIDTH KITCHEN 4 LAUNDRY AREAS CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3AA SEE TABLE 3AA EACH LAP GOVERNING MUNICIPALITY AND NFPA 72. - PROVIDE (1) LAYER 5/8"TH. TYPE-X GWB SHALL HAVE A DEDICATED CIRCUIT, MIN 20 AMP CAPACITY (UNLESS NOTED OTHERWISE) COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3.6A SEE TABLE 3.6A PER TIE HEAD LOCATIONS 4 ANY OTHER FIRE SUPPRESSION ITEMS AS SHOWN ON THESE PLANS SUBJECT TO RECONFIGURATION 4 ONE (1) HR RATED ON ALL INTERIOR (VOLTAGE AS PER MFR'5 REQUIREMENTS AS PER SECTION. BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- 10d EACH END QUANTITY CHANGES AS DETERMINED BY THE "WATER SPRINKLER HEAD SYSTEM" DESIGN ENGINEER PROFESSIONAL. - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, ALL "SMALL APPLIANCE RECEPTACLES" IN KITCHEN RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END ALL WIRING FOR NEW SWITGHE5, FIXTURES, AND RE-CIRCUITING WALLS AND CEILING OF MECHANICAL LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) ' CONTRACTOR TO FIELD VERIFY EXISTING LOADBEARING/ STRUCTURAL WALL FRAM NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF ROOM DEDICATED 20 AMP CIRCUITS AS PER E3�101.3 OF THE 2020 CONDITIONS/ JOIST DIRECTIONS UPON START OF LIGHT WORK (REMOVAL ING EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS TO NYS RESIDENTIAL GODS. OF WALL FINISHES/ SUBSTRATES); ALERT ARCHITECT OF ANY TOP PLATE TO TOP PLATE FACE-NAILED 2- 10 2- Ibd� PER FOOT - PENETRATIONS THRU WALL5 4'' CEILINGS DISCREPANCIES BETWEEN APPROVED PLANS 8 EXIST. CONDITIONS TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- 16d J015T - EACH 51DE FOUNDATION REQUIREMENT5: INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT BETWEEN THE GARAGE AND ADJACENT IMMEDIATELY STUD TO STUD FACE-NAILED 2- 16d 2- 16d 24' O.C. COMPLETION OF WORK. AREAS SHALL BE PROTECTED BY FILLING - PROVIDE ARC-FAULT GIRGUIT-INTERUPTER PROTECTION FOR HEADER TO HEADER FACE NAILED 16d 16d I6 O.C. ALONG EDGES -ALL SPECIFIED P.G. FOUNDATIONS THE OPENING AROUND THE PENETRATING ALL NEW GIRGUITS AS PER SECTION E5a02 OF THE 2020 NYS TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3.5A SEE TABLE 3.5A PER STUD ITEM WITH APPROVED MATERIAL TO FLASHING @ ALL WALL/ SLOPE ROOF INTERSECTIONS GOER-A-VENT COMPLY W/ 2020 NYS RESIDENTIAL - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION RESIDENTIAL CODE. - PROVIDE VALLEY FLASHING R ALL VALLEYS; PROVIDE STEPPED BOTTOM PLATE TO FLOOR JOIST, �BANDJOI5T 2- I6d'' 2- 16d'' PER FOOT ; CODE: R404.1 AND R405 AND QUANTITY OF LIGHTING FIXTURES AND 5WITGHE5 PRIOR TO RESIST THE FREE PASSAGE OF FLAMES 4 FLASHING AS REQ'd ENDJO15T OR BLOCKING FACE-NAILED PROVIDING BID ON PROJECT. PRODUCTS OF COMBUSTION AS PER - PROVIDE MIN. ONE (1) WALL SWITCH CONTROLLED LIGHTING FLOOR FRAMING -ALL SPECIFIED P.G. FOOTING COMPLY SECTION R502.5 OF THE 2020 NY5 OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR - ALL FASTENERS/ CONNECTORS USED IN CONNECTION W/ ACQ WD. SHALL J015T TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- 10d PER J015T Al 2020 NYS RESIDENTIAL CODE - CONTRACTOR MUST VERIFY WITH HI5 LICENSED ELECTRICIAN RESIDENTIAL CODE LOCATIONS, GARAGE DOOR LOCATION 4 AS ADDITIONALLY BRIDGING TO J015T TOE-NAILED 2- 8d 2- 10d EACH END R405.1 IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR NOTED PER SECTION E4001 OF THE 2020 NY5 RESIDENTIAL BE SIMPSON ZMAX RATED BLOCKING TO J015T TOE-NAILED 2- 8d 2- 10d EACH END THIS PROJECT PRIOR TO SUBMITTING A BID. CODE. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 16d 4- 16d EACH BLOCK - FIRE-BLOCKING SHALL BE INSTALLED - CONTRACTOR TO COORDINATE FINAL LEADER/ GUTTER REQUIREMENTS �- FOUNDATION WALL TO EXCEED 4" BETWEEN ALL STORIES 4 BETWEEN TOP LOCATIONS LEDGER STRIP TO BEAM (FACE-NAILED) 3- Ibd 4- Ibd EACH JOIST ABOVE ADJACENT FINISHED GRADE AS - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, STORY 4 ROOF SPACE. FIRE- BLOCKING - ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE J015T ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- 10d PER JOIST PER R404.1.6 OF THE 2020 NYS SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE SHALL AL50 BE INSTALLED IN THERMOSTAT IS PROVIDED FOR EACH SEPARATE HEATING 4 BAND J015T TO JOIST END-NAILED 3- 16d 4- 16d PER JOIST PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT COOLING SYSTEM AS PER THE REOUIREMENT5 NOTED FOR - CONTINUOUS GUTTERS 4 LEADER SYSTEM W/ SPLASH BLOCKS TO BE BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2- 16d' 3- 10PER FOOT RESIDENTIAL GORE CONGEALED SPACES OF STUD WALLS �OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO PARTITIONS, INCLUDING FURRED SPACES, COMPLIANCE W COORDINATED BETWEEN CONTRACTOR 4 OWNERITH SECTION N1105.1 OF THE 2020 NYS ROOF SNEATNING COMMENCEMENT OF WORK 4 BIDDING PARALLEL ROWS OF STUDS OR RESIDENTIAL CODE. STRUCTURAL PANELS 8d 10d SEE TABLE 3.10 - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW ROOF RIDGES STAGGERED STUDS 4 AS ADDITIONALLY DIAGONAL BOARD SHEATHING CCQ 16-SDSI/ 4x2� - CONTRACTOR TO COORDINATE ALL LIGHTING i NOTED IN SECTION R302.11 OF THE 2020 - PROVIDE ICE 4 WATER SHIELD FROM FASCIA 4 WITHIN 2' HORIZ. I'X 6" OR I"X 8' 2- 8d 2- 10d PER SUPPORT FASTENERS TO BEAM REQUIREMENTS WITH OWNER. PROVIDE ARTIFICIALSUPPORT NYS RESIDENTIAL CODE I'X 10' OR WIDER 3- 8d 3- 10d SUP 0 14-SDSI/ 4x2 Y DISTANCE FROM THE INTERIOR SIDE OF THE EXT. WALL; TYP. FOR ALL NEW FASTENERS TO POST ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 6FG) WITH ROOFS, ALL TO COMPLY WITH SECTION Ra05.1.2 OF THE 2020 NY5 CEILING SHEATHING -� j BP Bearing Plate - DRAFT-STOPPING SHALL BE INSTALLED WALL 5WITGHE5 IN ALL HALLWAYS, BATHROOMS, WALK-IN RESIDENTIAL CODE. 5IMP50N STRONG TIE and Nut IN COMBUSTIBLE CONSTRUCTION WHERE CLOSETS, 4 CELLAR SPACES. REFER TO "ELECTRICAL NOTES" GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10' FIELD y STAND-OFF AB SERIES THERE 15 USABLE SPACE BOTH ABOVE 8 SECTION ON SHEET WALL SHEATHING SECURED W/ 5/8" 0 PC BELOW THE CONGEALED SPACE OF THE N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS - ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS 4 AT STRUCTURAL PANELS Sd IOd SEE TABLE 3.11 EMBEDDED ANCHOR EVERY WALL STUD FIBERBOARD PANELS ' "J-BOLT" MAX85 FLOOR-CEILING ASSEMBLY 50 THAT THE _ ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE - ( ) Threaded Rod AREA OF CONGEALED SPACE DOES NOT 7/I6" bd ' 3' EDGE / 6" FIELD EXCEED I,000 SF. PROVIDE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT - FIELD GUT ENDS, NOTCHES 4 DRILL HOLES THROUGH 25/32" 8d ' - 3' EDGE / 6' FIELD I DRAFT-STOPPING INTO APPROX. EQUAL CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, PRESERVED-TREATED WOOD SHALL BE TREATED IN THE FIELD IN GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 10 FIELD AREAS AS PER SECTION R502.12 OF THE GOVERNING MUNICIPALITY AND NFPA 72. ACCORDANCE WITH AWPA UI (SCTN R 517.0; SEE SECTION R517 OF THE HARDBOARD 8d 8d SEE TABLE 3.11 2015 I.R.C. PARTICLEBOARD PANELS 8d 8d SEE MANUFACTURER 2020 NY5 RESIDENTIAL CODE re PROTECTION AGAINST DECAY Threaded - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, DIAGONAL BOARD SHEATHING ALL WALL AND CEILING FINISHES SHALL ALL WIRING FOR NEW SWITCHES, FIXTURES, AND RE-CIRCUITING I'X 6' OR I'X 8" 2- 8d_ - 2--10d -----PER SUPPORT__ CNW Co HAVE FLAME SPREAD INDEX NOT NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING - OWNER SHALL COORDINATE THE USE OF A PROFESSIONAL "TERMITE I'X 10" OR WIDER 3- 8d 3- IOd PER SUPPORT Titer ND Nut GREATER THAN 200 AS PER SECTION OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS BAITING SYSTEM", PROPERLY LABELED 4 INSTALLED/ MAINTAINED WALL SHEATHING Rod Coupler TO INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT _ R302.Q.1 OF THE 2020 NY5 RESIDENTIAL ACCORDING TO SUCH LABELING; SEE R518 OF THE 2020 NYS RESIDENTIAL STRUCTURAL PANELS O- EXTERIOR WOOD POST CONNECTORS Minim o CODE. COMPLETION OF WORK. CODE re PROTECTION AGAINST SUBTERRANEAN TERMITES I' OR LESS Sd 10d 6" EDGE / 12' FIELD um - - -- - -- ---- - - ----is ce GREATER THAN I" 10d 16d 6' EDGE / 6' FIELD F.P.5.G.-20 (GARAGE-TO-DWELL'(5 - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION DIAGONAL BOARD SHEATHING AREAS): FIRE PROOF SELF-CLOSING AND QUANTITY OF LIGHTING FIXTURES AND SWITGHE5 I'X 6' OR I'X 8" 2- 8d 2- 10d PER SUPPORT DOOR W/ MIN. 20 MINUTE RATING PER I'X 10" OR WIDER 3- 8d 3- 10d PER SUPPORT PERMACAST COLUMN DETAIL PRIOR TO PROVIDING BID ON PROJECT. SECTION 302.5.1 OF THE THE 2020 NYS I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OC.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN RESIDENTIAL CODE (APPROVED ALT: - CONTRACTOR MUST VERIFY WITH HI5 LICENSED HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL SCALE: N.T.S. ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS BE USED SHEATHING 5 D TO MAINTAIN TE LOAD PATH. SELF-CLOSING SOLID WOOD DOOR MIN 2. WHEN WALL CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. I-3/8" THICK) REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. 3. CORROSION RESISTANT II GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED' CHECK IBC FOR ADDITIONAL REQUIREMENT5. LINE OF EXIST. cn - F.P.5.G.-45 FOR MECHANICAL ROOM - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS 4 AT EVERY WALL STUD $ STAIRS ABOVE w DOOR INTO DWELLING/CELLAR SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT NEW RETAINING WALL- OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO I. - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON SEE DETAIL "A" _ -_ - COMMENCEMENT OF WORK 4 BIDDING DE51GN STANDARDS SHEET. SHEET # j I 2 4 12'oc FIELD AS NESTRUCTED AS TYPE I SHEAR WALLS 11 CTIION 3.4..4.2. IN THE AM RICAN FOREST PAPER ASSOCIATION WOOD NE FRAME CONSTRUCTION IELD AS SPECIFIED I - - - - / I- - 2'0 HDG THREADED ROD MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED 5HEARWALL5 4 ARE IN EXCESS OF THAT EXTERIOR WALL SIDING I- - - - WITH NUT AND WASHERS REQUIRED BY THE CODE. ALL REQUIRED 51HEARWALL SEGMENTS SHALL BE A MINIMUM OF 28' WIDE FOR 8'-0' NIGH WALLS, 3111 6'-0" Y 10'-6" I- - - - FOR g'-0' HIGH, 35" FOR 10'-0' HIGH, 4 38' FOR II'-O' HIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF I- - - - EXCAVATION EARTH (FOR RETAINING WALL FINISH FLOOR EXTERIOR WALL SHEATHING 511EARWALL SEGMENTS. - - 'RE-ESTABLISHED", ` 3. - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ DETAILS SHOWN ALL LOAD PATHS SHALL FABRICATION TO BE �� , P T BE AT EVERY J 12 TAMPED 4 GRADED TO MATCH PRIOR X EXTERIOR FLASHING EXTERIOR WALL STUD FROM FOUNDATION To RIDGE. �- TI CONDITIONS _ _ _ 4. - ALL NEW FIREPLACES UNLESS OTHERWISE NOTED SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNY5. ALL - - - -I 8 NON. i - Z DECKING NEW FIREPLACES ARE TO BE PROVIDED W/ ASH DUMP5 4 FRESH AIR INTAKES. ° - 0 0 7 7� 0 0 - 5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED, PROVIDE (3) 100 VENT HOLES NEW 8" POURED CONCRETE RETAINING WALL; 0 0 0 0 `" AROUND SKYLIGHT. 2"PC PAD UNDER 0 0 0 LAST TREAD 3500 PSI (CULTURED STONE VENEER 4 0 0 0 0 6. - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ A5TM E 19% 4 IM6 AS I ( EXIST. j CAPPING STONE TO BE COORD. BETWEEN �I I ` - SON SIM _ MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN IIOMPH WIND ZONES, CONTRACTOR OWNER 4 G.C.) P STRONG TIE TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE HOUS �i ZNAX DTT2 ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/2"th PLYWOOD STRUCTURAL PANELS, SHALL BE ` A 11 FLOOR JOIST PROVIDED FOR EACH WINDOW 4 DOOR OPENING NOT EXCEEDING 8'-0' (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND s I 3 �8O.0 NEW STEEL REBAR #5 VERY. DECK JOIST " _ j A MIN OF 6 BEYOND THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE NEW STEEL REBAR #6 WO.0 HORIL CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION 4 SHALL BE SILL PLATE " ' (1)2XI0 ACQ LEDGER W/ 1/2 0 ACCOMPANIED BY ENOUGH 2-1/2 #8 WOOD SCREWS TO FASTEN EACH PANEL SCREWS To BE A MAXIMUM OF 12„oc AROUND 1/2' 0 WEEP HOLES @ 10"oc LAG BOLTED @I00C STAGGERED PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS VIBRATION-RESISTANT ANCHORS SHALL BE USED(MIN 490lb5 NEW � 1 � 1 � 31-OII ��� J ;. I p"p WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE _ _ HOME OWNER TO INSTALL AS I I I 4"th PC ISLAB ON GRADE T T _ -III- I- - I = � 7 1 �=_� , SPECIFIED, IN THE EVENT OF HIGH WINDS. - �= FOUNDATION WALL 7. - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36" 4 38' IN HEIGHT ALL HANDRAILS SHALL BE IN ACCORDANCE W/ R315.21 4 . W/WWF66-1010,E MIL POLYETNYELENE �• I III-� �= -��-� � a.Ko = I VAPOR BARRIER. f• I = I- 1= IQ=1 I_- -1 --= - NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4" 0 SPHERE, UNLESS IT 15 THE _ TRIANGULAR OPENING FORMED BY THE RISER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6' IN 0 MAY NOT PA55 THROUGH. N I I I I q_ _aSi__a�12-___q__Q__q-___�1'__'_`_p-___.Oa O - I I I I �I• o � III-III-- PROPOSED PAVER PATIO (TB5 BY OWNER) _ - - II TO-PI OU S LA �AL ADD CO NN�C T IO N POSTING NOTES: I I I I III-III IIII- --_= � -III III ON 4 GRAVEL BASE -- NEW STEEL REBAR #5 �8 O.0 VERT. SCALE:N.T,S. u I u- - I. PROVIDE S I MPSON STRONGTI E ZMAX GALV. POST STAND-OFF BASE AT -IIII I=112 4 _III 1 -0 I I -4 1 111 _fit��.l 'I li - =1 -I NEW STEEL REBAR #6 �S"o.0 HORIZ. ALL "POST TO FTG OR FOUNDATION" CONNECTIONS (UNLESS POSTS BEAR 4 -a -=III=III- I III= DOWN ON EXISTING WOOD SILL PLATE; V.I.F.) 2 PC PAD UNDER FLOOR JOIST /- o 1' LAST TREAD RIM JOIST 2. POSTING FOR HEADERS ABOVE DOORS � WINDOW5 (I.E. GARAGE DOOR r � ' I I • , I / OPENINGS) NOT SHOWN U.O.N.; PROVIDE KING/JACK STUD "POSTING" DOWN TOP RAIL----�a DECKING TO EXISTING WOOD SILL PLATE. EXIST.PC. PIERS RE I AINING WALL SECTION / ACQ D.J. @ 16" O.C. � 2X2 WD. SCALE: 1/211 = II-011 3. VERIFY IN FIELD ALL POST, PACKED STUD $ LALLY COLUMN LOCATIONS i,'0�I �, � 0__ � ' BALUSTERS; - - - - - -- - - - - - - - - - - BOTTOM RAIL MAx 4" oc PRIOR TO INITIATING WORK. ALERT THE ARCHITECT ® 516A22.5a76 OF - - - - - - - - - - - - - - - - - NYS q�6'yT \1\�i / AS PERD. CODE ANY DISCREPANCIES AS TH 1 S MAY AFFECT BEAM LENGTH5. 4. STUDS SHALL BE A MIN. OF NO. 3 GRADE, STANDARD OR STUD GRADE a xa NEW PERMAcasT LUMBER AS PER SECTION R602.2 OF THE 2020 NYS RESIDENTIAL CODE STRUCTURALFIBERGLASS COLUMN DN TO 3'DEEP X 6_p 10'-6"_ � � HANGER Z-MAX �� .,�V 12"PC.PIER NEW EXIST. 1 2 0 ANCHOR BOLT @ 16 O.C. DECK JOIST \V �> STAGGERED SEE PLANS % QED AR �/ SHEET TITLE (2)SILL PLATE ( ) '� evs�`5�.0.�S M•M�•h'/��'� GONSTRUGTION DOCUMENTS b PROJECT NAME GHRY551AD15 RESIDENCE CONIC FOUNDATION WALL RA - RAILING DETAIL �• •' � � �� O 5040 THE LONG WAY,EAST MARION,NY-11g5a PARTIAL FOUNDATION FLOOR PLAN ECK LEDGER CONNECTION DETAIL �� .:� * OYSTER BAY DRAFTING SHEET NO. SCALE:I/4" = 11_011 -- - - - 11 I_ II '•••. 18329 .•' Q��•� d ,, �a AND ARCHITECTURE, P.O. DATE: 5-13-24 SCALE:I/2 = 1 0 TFOF 68 WEST MAIN STREET OYSTER BAY , N.Y. 11771 SCALE: AS NOTED OF 1/11/fffA1®�,�` � �I ova (516) a22-5a76 (FAX) 5122-6255 BY: M.M. Q� WEB: WWW.0Y5TER5AYDRAFTIN6.00M EMAIL: ARCHITECT®OY5TERBAYDRAFTING.GOM I JOB NO: 24058 TABLE R602.3 I CONTINUED TABLE R602.3 I REFERENCE STANDARDS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CLINANIC t GEOGRAPHIC DESIGN CRITERIA DESCRIPTION OF BUILDING ELEMENTS NUMBER rE TYPE OF SPACING OF DESCRIPTION OF BUILDING ELEMENTS NUMBER ✓t TYPE OF SPACING OF ALL INFORMATION t SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS NORMAL BUILDING PRACTICES d REFERENCES THE FOLLOWING PUBLICATIONS - SUBJECT TO DAMAGE FROM WIND DESIGN FASTENER (a,b,�) FASTENERS FASTENER (a,b,�) FASTENERS . 2020 NYS RESIDENTIAL CODE SEISMIC WINTER ICE BARRIER MEAN GROUND FLOOD AIR FREEZING • ANNUAL ROOF � FLOOR 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SNOW LOAD DESIGN DESIGN UNDERLAYMENT FROST LINE HAZARDS INDEX SPEED (MPH) TOPGRAPNICAL SPECIAL WIND WIND-BOURNE p n " " " AT EACH BEARING • CATEGORY WEATHERING TERMITE TEMP REQUIRED TEMP I BLOCKING BETWEEN CEILING JOIST OR RAFTERS TO 70P PLATE 4-8d BOX (22 X 0.113 ) OR 70E NAIL 25 2 PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 3-16d BOX (32 X 0.135 ); OR , 2020 A.F.P.A./ W.F.C.M. DEPTH EFFECTS REGION DEBRIS ZONE 3-8d COMMON (22' X 0.131); OR 2-16' COMMON (32° X 0.132') FACE NAIL • ENERGY CODE 2020 OF NEW YORK STATE FOR SUFFOLK COUNTY 3-10d BOX (3" X 0.1280); OR 30 Ibs/slt B SEVERE 3' TO 4' pro 10' F YES 7/25/1978 4% 52.q'F 120 mph NO NO YES 3-3"XO.131" NAILS 26 BAND OR RIM J015T 3-16d COMMON (32" X 0.1621) END NAIL ►AVY p 2 CEILING J015T TO TOP OF PLATE: 4-8d BOX (22' X 0.113") OR PER JOIST,TOE NAIL 4-10d BOX (3" X 0.128"), OR i I I FRAI'11N NOTES 4-3" X 0.131" NAIL; OR 3-8d COMMON (22' X 0.131); OR " TABLE R50 .2.3 n n 4-3 X 14 GA. STAPLES, + 3-IOd BOX (3 X 0.128 ); OR 3-3'XO.131' NAILS 11" CROWN FASTENER SCHEDULE FOR DECKS I. -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR 3 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 4-8d BOX (22" X 0.113°) OR FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4" X 0.1920); OR NAIL EACH LAYER AS CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PARTITIONS SEE R802.3.1 R802.3.2 AND TABLE R802.5.1 q FOLLOWS: 32" O.C. AT MINIMUM ALTERNATE PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4.2.. TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH ( , , ( )) 3-16d COMMON (32 X 0.162); OR ITEM MATERIAL FINISH/COATING FINISH/COATING 2. -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FIB + 8501 18. -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. 4-Y X 0.131' NAILS TOP AND BOTTOM E=116001000 P.S.I., DOUGLAS FIR LARCH NO. 2. lq. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO 4 CEILING J015T ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE TABLE 802.5(9) FACE NAIL STAGGERED NAILS AND IN ACCORDANCE NOT DIPPED GALVANIZED STAINLESS STEEL, SILICONE 3. -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -PROVIDE (3) 1'0 VENT HOLES AROUND SKYLIGHTS. SECTION 802.3.1 802.3.2 AND TA13LE 802.5(q)) 10d BOX (3' X 0.128'); OR 24' O.C. FACE NAIL AT TIMBER RIVETS WITH ASTM F1667 PER ASTM AI53 BRONZE OR COPPER THICKNESSES OF EXTERIOR SHEATHING TO BE 1/2 MIN AND 3/4 MIN FOR 21. -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO 3' X 0.131' NAILS TOP AND B0170M SUB-FLOORING, UNLESS OTHERWISE NOTED. THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. 5 COLLAR TIE TO RAFTER, FACE NAIL OR 14' X 20 GA. RIDGE STRAP 7o 4-10d BOX (Y X 0.128"); OR FACE NAIL EACH STAGGERED ON 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22. -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF RAFTER 3-10d COMMON (3' X 0.I48') OR RAFTER OPPOSITE SIDES BOLTS / LAG NOT DIPPED GALVANIZED PER ASTM STAINLESS STEEL, SILICONE GALVANIZED. 7'-0". n n SCREWS IN ACCORDANCE WITH BRONZE OR COPPER 5. -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS 23. -ALL RISERS TO BE A MAXIMUM OF 8 1/4" AND ALL TREADS TO BE A MAXIMUM OF q' 4-3 X 0.313 NAILS AND: A7 EACH JOIST OR AI53, CLASS C (CLASS D FOR �� OR � „ „ (INCLUDING ASTM A301 (BOLTS) CEILINGS AND ROOFING. IN DEPTH WITH A NOSING BETWEEN 3/4 AND 1 1/4 PROJECTION. RISERS AND TREADS 6 RAFTER OR ROOF TRUSS 70 PLATE 3-16d BOX (32" X 0.135); OR 2 TOE NAILS ON ONE 2-20d COMMON (4" X 0.1920);OR RAFTER, FACE NAIL LESS) OR MECHANICALLY GALVANIZED ' NUTS AND ASTM A563 (NUTS) AND 6. -JOISTS SUPPORTING PARALLEL PARTITIONS SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/8° THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH 3-10d COMMON (3' X 0.146"); OR SIDE AND I TOE NAIL 3-10d BOX (3" X 0.12811); OR PER ASTM %95, CLA55 55 OR 410 OF PIPING OR DUCT WORK ARE TO BE BLOCKED AT MAXIMUM 16" INTERVALS ON OF STAIRS TO BE 36'. 4-10d BOX (3" X 0.128"); OR ON OPPOSITE SIDE OF 3-3' X 0.131" NAILS WASHERS) ASTM F844 (WASHERS) STAINLESS STEEL BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PARTITIONS. 24. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE 44' X 0.131" NAILS EACH RAFTER OR 28 LEDGER STRIP SUPPORTING JOIST OR RAFTERS " n AT EACH JOIST OR 7. -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE. TRUSS 4-16d BOX (32 X 0.135 ); OR METAL PER MANUFACTURERS ASTM A653 TYPE G165 ZINC COATED STAINLESS STEEL YORK STATE. 25. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36' NIGH AND MUST BE PROVIDE AROUND 3-16d COMMON (31' X 0.162");OR RAFTER, FACE NAIL CONNECTORS SPECIFICATIONS 8. -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS ALL SURFACES WHICH ARE 18" OR HIGHER THAN ADJACENT SURFACES AND FOR ALL 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER 4-16d (32" X 0.135"); OR TOE NAIL " " GALVANIZED STEEL OR POST HOT DIPPED , , TO MINIMUM 2" RIDGE BEAM 1M n , 4-IOd BOX (3 X 0.128 ), OR GALVANIZED PER ASTM A123 PROVIDING A PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER. 3-IOd COMMON (32 X 0.162 ),OR 4-Y X 0.131" NAILS OR FIXTURES. 26. -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION MINIMUM AVERAGE COATING WEIGHT OF q, -MICROLAM BEAMS DESIGNATED WITH AN ML OR LVL NOTATION SHALL HAVE A WORK. 4-IOd BOX (3" X 0.128"); OR 2q BRIDGING TO JOIST 2-IOd (3" X 0.128") EACH END TOE NAIL y � � n ° n � 3-3" X 0.131" NAILS 2.0 OZ/FT (TOTAL BOTH SIDES) MINIMUM WIDTH OF 1 3/4' PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 28W 27. -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE. END NAIL DESCRIPTION OF NUMBER � TYPE OF FASTENER (a,b,�) SPACING OF FASTENERS 3-16d BOX (32" X 0.135"); OR PSI. 28. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. BUILDING ELEMENTS EDGES INTERMEDIATE 10. -DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 16D NAILS 29. -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS 2-16d COMMON (32° X 0.162");OR @ 100C AROUND PERIMETER OF BEAM PROVIDE MIN OF 2" CLEARANCE TO EDGES. 30. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS PIPES VENTS SKYLIGHTS 3-IOd BOX 1" X 0.128"); OR (INCHES)h SUPPORTS c.e TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES. ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROVIDED AT HIPS RIDGES 3-3" X 0.131" NAILS (INCHES) THRU BOLTED WITH THE SAME PATTERN. VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUNDATION WALLS. WALL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 11. -WHERE J015T HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8' IN EACH DIRECTION. ALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING AIR BARRIER AND - A CONTINUOUS AIR SHALL BE INSTALLED IN THE BUILDING - AIR PERMEABLE INSULATION SHALL NOT BE USED AS A CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING 7o BE ALUMINUM UNLESS OTHERWISE NOTED. 8 STUD TO STUD (NOT AT BRACE) WALL PANELS) 16d COMMON (32' X 0.162") 24' O.C. FACE NAIL THERMAL BARRIER ENVELOPE SEALING MATERIAL RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31. -ALL INTERIOR LEADERS ARE TO HAVE 1/2' FOAM SOUND INSULATION. n n 30 " - " 6d COMMON (2" X 0.113°) NAIL (SUBFLOOR WALL)i 6 12 - THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLESS OTHERWISE IOd BOX (3 X 0.128 ); OR 16n O.C. FACE NAIL AIR BARRIER 12. -PROVIDE A MIN OR 2' CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED THICKNESS AS SHOWN ON DRAWINGS. STAPLE PADS ON FOIL OVER FRAMING. 3" X 0.131" NAILS 8d COMMON (22" X 0.131') NAIL (ROOF) - BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED 13. -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 1/4 OF THE TOTAL 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS n • 12' O.C. FACE NAIL _ n LENGTH OF THE WALL. NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. Q Ibd COMMON (32 X 0.162 )• OR 31 � I Sd COMMON (22" X 0.131') NAIL 6 12 CEILING/ATTIC - THE AIR BARRIER IN ANY DROPPED CEILING OR SOFFIT - THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE 14. -PROVIDE "CATS" AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET "LOAD TABLES (AT BRACED PANELS) 3" X 0.131 NAILS SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN ALIGNED WITH THE AIR BARRIER 32 Ij' - 14 10d COMMON (Y X 0.1481) NAIL; OR 6 12 THE AIR BARRIER SEALED HIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN I0'-0' IS 16d COMMON (32' X 0.1621) 16' O.C. FACE NAIL 8d 21' X 0.131" DEFORMED NAIL - ACCESS OPENINGS, DROP DOWN STAIRS, OR KNEE WALL TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT LIVE LOAD DEAD LOAD 10 BUILT-UP HEADER (2' TO 2" HEADER WITH " SPACER) 16d COMMON (320 X 0.162') 16" O.C. EACH EDGE OTHER WALL SHEATHING g DOORS TO UNCONDITIONED SPACES SHALL BE SEALED INTERVALS NOT EXCEEDING V-0". NO WALL STUDS MAY BE LONGER THAN 11'-20. ROOFS 45 LBS PER SOFT 20 LBS PER SOFT 15. -DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN UNCOVERED DECKS / BALCONIES 60 LBS PER SQFT 20 LBS PER 5QFT FACE NAIL WALLS - THE JUNCTION OF THE FOUNDATION AND SILL PLAT SHALL - CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER V-0" TO HAVE 33 ° STRUCTURAL CELLULOSIC n " 3 6 ------..-- ------ ------ - 16d BOX (32' X 0.135') 12' O.C. EACH EDGE FIBERBOARD SHEATHING 1 GALVANIZED ROOFING NAIL, HEAD DIAMETER OR BE SEALED SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY SINGLE JACK STUDS UNDER q FEET DOUBLE JACK STUDS 9 FEET AND OVER TO HAVE CEILINGS W/O ATTIC _ 10 LB5 PER SOFT _ 15 LB5_PER SOFT FACE NAIL I CROWN STAPLE 16 GA., I LONG - THE JUNCTION OF THE TOP PLATE OF EXTERIOR WALLS WITH A MATERIAL HAVING A THERMAL RESISTANCE OF NOT TRIPLE JACK STUDS. CEILINGS WITH ATTIC 35 LB5 PER SQFT 15 LB5 PER 5QF7 n " 3q " STRUCTURAL CELLULOSIC 3n Ill 3 6 SHALL BE SEALED LE55 THAN R-3 PER INCH 16. -ALL INTERIOR DOORS TO BE 1-3/8" HOLLOW CORE LUAN VENEERED WITH APPROPRIATE II CONTINUOUS HEADER TO STUD 8-16d BOX (22 X 0.113 ); OR TOE NAIL I4 GALVANIZED ROOFING NAIL, HEAD DIAMETER OR - KNEE WALLS SHALL BE SEALED - EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED FLOORS _ 40 LB5 PER SOFT 20 LB5 PER SOFT " n FIBERBOARD SHEATHING In CROWN STAPLE I6 GA. I1' LONG WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSETS. 4-Sd COMMON (22 X 0.131 ). OR 4 11. -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 40 LBS PER_SOFT 20 LB5 PER SQFT IN CONTINUOUS ALIGNMENT WITH AIR BARRIER , " , " , " - - 4-10d BOX (3" X 0.1280) 35 " GYPSUM SHEATHING d 12" GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, 7 7 3-0, (2) 2XIO FOR SPANS UP TO 6-0, AND (2) 2XI2 FOR SPANS UP TO 8-0 . RAILINGS 200 LAT AND VER7 12 TOP PLATE TO STUD 16d COMMON (31' X 0.162') 16' O.C. FACE NAIL 12" LONG, 14" SCREWS, TYPE W OR s WINDOWS, - THE SPACE BETWEEN FRAMING AND SKYLIGHTS, AND JAMB5 SKYLIGHTS AND OF THE WINDOWS AND DOORS, SHALL BE SEALED FL1�"C>�-I;.PLANE, "DETAIL 3" X 0.131' NAIL . IOd BOX (3" X 0.128"); OR 12' O.C. FACE NAIL 36 DOORS ` ` � GYPSUM SHEATHING d I� GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, 7 7 Ij" LONG, I" SCREWS, TYPE W OR 5 RIM JOISTS - RIM JOISTS SHALL INCLUDE THE AIR BARRIER - RIM J015T5 SHALL BE INSULATED 13 DOUBLE TOP PLATE SPLICE FOR 5DC15 A-D2 WITH SEISMIC BRACED 8-16d COMMON (32' X 0.162");OR FACE NAIL ON EACH WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING WALL SPACING ( 25' 12-16d BOX (32" X 0.135"). OR SIDE OF END JOINT , FLOORS INCLUDING - THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED - FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED 12-10d BOX (Y X 0.128"); OR (MINIMUM 24" LAP 37 ' AND LESS 6d DEFORMED (2' X 0.120') NAIL; OR 6 12 CANTILEVERED EDGE OF INSULATION 5 BMAINTTARI MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF ° n SPLICE LENGTH EACH " FLOORS AND FLOORS (3) BEAMS + (4) BEAMS + (3) BEAMS + (4) BEAMS + 515TERING TO EXISTING 12-3 X 0.131 NAILS SIDE OF END JOINT) Sd COMMON (22 X 0.131 ) NAIL ABOVE GARAGES - ALTERNATIVELY, FLOOR FRAMING CAVITY INSULATION SHALL (2) BEAMS + DOUBLE TOP PLATE SPLICE FOR SDC'S DO, DI, OR D2; AND BRACED 12-16d (32' X 0.1351) 38 ° - in OR BE IN CONTACT WITH THE TOP SIDE OF THE SHEATHING OR STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES WALL LINE SPACING > 25' Sd COMMON (22" X 0.131") NAIL; 6 12 CONTINUOU5 INSULATION INSTALLED ON THE UNDERSIDE OF PAD SIDE OF BEAM 8d DEFORMED (221" X 0.1200) NAIL THE FLOOR FRAMING, AND EXTENDING FROM THE BOTTOM TO IF REQUIRED TO 4x i ix ' 4x 'I = i' tt. i I' I = ix 14 BOTTOM PLATE 70 JOIST, RIM JOI5T, BAND JOIST OR BLOCKING (NOT Ibd COMMON ' X 0.162" 16" O.C. FACE NAIL n _ In ,� " THE TOP OF ALL THE PERIMETER FLOOR FRAMING MEMBERS ATTACH SNEETROCK t, = r _ - Y ( ) 3q I� 14 IOd COMMON (3 X 0.148 ) NAIL; OR 6 12 µ BRACED AT WALL PANELS) „ N n In n CRAWL SPACE - EXPOSED EARTH IN UN-VENTED CRAWLSPACE5 SHALL BE - CRAWL SPACE INSULATION, WHERE PROVIDED INSTEAD OF = - - 16d BOX (32 X 0.135 ); OR 12 O.C. FACE NAIL Sd DEFORMED (22 X 0.120 ) NAIL COVERED WITH A CLASS I VAPOR RETARDER WITH FLOOR J015T INSULATION, SHALL BE PERMANENTLY ATTACHED n / x x C Fx I f 3' X 0.131" NAILS WALLS OVERLAPPING JOINTS TAPED. OF THE WALLS i/2 m THRU BOLTS ; `� 15 BOTTOM PLATE 70 JOIST RIM JOIST BAND JOIST OR BLOCKING AT TABLE R602.3(I) FASTENING SCHEDULE C ( 3-16d BOX (32" X 0.135"); OR 3 EACH @ 16' O.C. A. NAILS ARE OMMON BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING i/ SECTIONS BRACED WALL PANEL) 2-16d COMMON 3 ' X 0.162" ;OR 2 EACH @ 16' O.C. ' SHAFTS, - DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS n ( 2 ) n CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: SO SHANK DIAMETER OF INCH (20D COMMON PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE VARIOUS CONDITIONS SHOWN 4-3 X 0.131 NAILS 4 EACH @ 16 O.C. NAIL) g0.K5I FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH AND 100 K51 FOR SHANK SEALED WOOD MEMBERS SEE PLANS FOR SIZES) 16"oc 16"oc 16"oc IG"oc 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX (221 X 0.113'); OR TOE NAIL DIAMETERS OF 0.142 INCH OR LESS ( B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 NCH ON DIAMETER CROWN WIDTH NARROW CAVITIES - BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BE 3-16d BOX (32p X 0.135N); OR CUT TO FIT OR NARROW CAVITIES TO BE FILLED WITH C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. STEEL PLATE TO EQUAL N -o 0 0 4-Sd COMMON (22" X 0.131 ); OR D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY INSULATION THAT ON INSTALLATION READILY CONFORMS TO 4-IOd BOX (3" X 0.128'); OR THE AVAILABLE CAVITY SPACE DEPTH OF ADJACENT BEAMS E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.302) (SEE PLANS FOR SIZES) - I0 0 0 4-3' X 0.131" NAILS F. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF GARAGE - AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE 3-16d BOX (22' X 0.113'); OR END NAIL SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DE51GN WIND SPEED IS SEPARATION AND THE CONDITIONED 5PACE5 - ELEVATION 3-16d COMMON (32' X 0.135");OR GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON RECESSED LIGHTING - RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING - RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING 2 ELEVATION 4-10d COMMON (Y X 0.128"); OR CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; q INCHES ON CENTER To FRAMING THERMAL ENVELOPE SHALL BE SEALED TO THE FINISHED THERMAL ENVELOPE SHALL BE AIRTIGHT AND IC RATED 3-3" X 0.131' NAILS G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SURFACE \ NOTCHING 4, DRILLING DETA I L�FOR WOOD FRAME 'I I EI 6ER5\, \ 'SHEATHING SHALL CONFORM TO ASTM C 208 H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL 17 TOP PLATE, LAPS AT CORNERS AND INTERSECTION 3-I0d BOX (3' X 0.128"); OR FACE NAIL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON PLUMBING AND - IN EXTERIOR WALLS, BATT INSULATION SHALL BE CUT 2-16d COMMON (32° X 0.1620);OR ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF WIRING NEATLY TO FIT AROUND WIRING AND PLUMBING OR INSULATION ri N 3-3' X 0.131' NAILS ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED THAT ON INSTALLATION, READILY CONFORMS TO AVAILABLE x o ° n FACE NAIL BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. WHERE A SPACE, SHALL EXTEND BEHIND PIPING AND WIRING. 1/3 OF SPAN 1/3 OF SPAN I/_3 0_F SPAN 01 IS I BRACE 70 EACH STUD AND PLATE 3-8d BOX (22 X .0113'); OR RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE 7W0 70E NAILS ON o �NO NOTCHES ORy 1� �� 5HOWER/TUB ON - THE AIR BARRIER INSTALLED AT EXTERIOR WALLS - EXTERIOR WALL ADJACENT TO SHOWERS OR TUBS SHALL = < I/3 DEPTH OF JOIST 2-Sd COMMON (22 X 0.131 ); OR ONE SIDE OF THE RAFTER AND TOE NAILS FROM L THE CEILING JOIST TO 70P PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE Z � ;HOLES PERMITTED, /- 2-IOd BOX 3" X 0.128" ; OR EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THE BE INSULATED a � ( ) NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED WALL FROM THE SHOWER OR TUB CL cl Lu 2 STAPLES 1 ' O 4 ELECTRICAELECTRICAL/ PHONE � 19 1' X 6" SHEATHING TO EACH BEARING 3-8d BOX (22" X .0113'); OR FACE NAIL - THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL m, z 6 MINIMUM SPECIFIED COMPRESSIVE STRENGTH BOX ON EXTERIOR AND COMMUNICATION BOXES. 2-8d COMMON 2 ' X 0.131"); OR TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE WALLS - ALTERNATIVELY AIR SEALED BOXES SHALL BE INSTALLED � �' - -- -< I/q DEPTH OF JOIST 2-I0d BOX (3" X 0.128"); OR WEATHERING POTENTIAL X N TYPE OR LOCATION OF CONCRETE INSTRUCTION NEGLIGIBLE MODERATE SEVERE NVAC REGISTER ------ ---- ------ 2 STAPLES I CROWN 16 GA. NVAC SUPPLY AND RETURN REGISTER BOOT5 THAT _ _ I ' LONG BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE EXPOSED TO THE WEATHER 2,500 2,500 2,500 BOOTS PENETRATE THERMAL ENVELOPE SHALL BE SEALED TO THE STUD I� MJ MI�J BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 SUB-FLOOR, WALL COVERING OR CEILING PENETRATED BY THE 20 1' X 8" AND WIDER SHEATHING TO EACH BEARING 3-8d BOX 21" X .0113" OR FACE NAIL BOOT PROVIDE A MIN OF 2' SEPARATION ---< I/6 DEPTH OF JOIST ( � )% BASEMENT WALLS, FOUNDATIONS WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000 Z o BETWEEN HOLES NOTCHES FROM NOTCHES ARE N07 PERMITTED IN 2-8d COMMON (22' X 0.131"); OR EXPOSED TO THE WEATHER CONCEALED w EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES 2-I0d BOX (3" X 0.128'); OR SPEAKERS WHERE REQUIRED TO BE SEALED, CONCEALED FIRE v'� � j < I/4 DEPTH OF STUD FLOOR JOIST PORCHES CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 2 500 3 000 3 500 SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS � 0- MEMBERS 2 STAPLES, I" CROWN I6 GA. ' RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER o (-n lj" LONG ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS o o NOTCHES ARE NOT PERMITTED IN Tog Tax fm BETWEEN FIRE SPRINKLER COVER PLATES AND WALL OR = /-THE SAME LOCATION AS HOLES I/3 OF SPAN I/3 OF SPAN I/3 OF SPAN WIDER THAN I" X 8" CEILINGS 4-8d BOX (22" X .0113'); OR ALLOWABLE DEFLECTION OF STRUCTURAL MINIMUN UNIFORMLY DISTRIBUTED LIVE / �-5/a MIN o - 3_8d COMMON (22' X 0.131'); OR MEMBERS. LOADS (PSF) e l �j < 2/5 DEPTH OF STUD o iHOLESOPERM PERMITTED! %--( 1/3 DEPTH OF J015T 3 10d BOX (3 X 0.128), OR ALLOWABLE CLASS OF MATERIAL I.M.PR so.Fr.) NOTE: ALL COIL STRAPPING (CS) TO BE n 4 STAPLES, 1° CROWN 16 GA. STRUCTURAL MEMBERS DEFLECTION USE LIVE LOAD ( II 5/8 MIN W �. X o ,ill LONG CRYSTALLINE BEDROCK 12 000 #20 GA. I y WIDE; MADE OF ASTM A653 n UNINHABITABLE ATTIC WITHOUT STORAGE 10 SEDIMENTARY AND FOLIATED ROCK 4 000 Q N z ( 3/5 DEPTH OF STUD z o RAFTERS HAVING SLOPES GREATER L/I8O GRADE 33 STEEL (GALVANIZED) OR �i 3/ SANDY GRAVEL AND/OR GRAVEL GW AND GP 3 000 ( FOR DOUBLE STUDS ONLY ) _ _T = FLOOR THAN �12 WITH NO FINISHED CEILING UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 EQUIVALENT AS PER THE 2001 WFCM FOR U- - ATTACHED TO RAFTERS SAND, SILTY SAND, CLAYEY SAND, SILTY 21000 _ Z PROVIDE A MIN OF 2' SEPARATION = 21 J015T TO SILL, TOP OF PLATE OR GIRDER 4-8d BOX (221" X .0113'); OR TOE NAIL HABITABLE ATTICS t ATTICS W/ FIXED STAIRS 30 GRAVEL AND CLAYEY GRAVEL 14 2 FAMILY DWELLING TABLE A-3.48 �" / i BETWEEN HOLES 4 NOTCHES FROM n 3-8d COMMON (22" X 0.131'); OR INTERIOR WALL PARTITIONS WI80 BALCONIES (EXTERIOR) DECKS 40 SW 5P 5M 5C GM GC _ EACH OTHER t FROM THE ENDS OF M MIN FLOORS L/360 CLAY SANDY CLAY SILTY CLAY CLAYEY 1500 _ z MEMBERS --< I/3 DEPTH OF JOIST 3-10d BOX (3' X 0.128"); OR , , , , i 3-3" 0.131' NAILS FIRE ESCAPES 40 SILT, SILT AND SANDY SILT PROVIDE A MIN OF 2" SEPARATION-� NOTCHES ARE NOT PERMITTED IN CEILINGS WITH BRITTLE FINISHES L1360 -- - ---PLATE n " �� INCLUDING PLASTER AND STUCCO GUARDRAILS AND HANDRAILS 200 (CL. ML, MH AND CH) BETWEEN HOLES ✓I NOTCHES FROM THE SAME LOCATION AS HOLES 22 RIM APPLICATIONS BAAD�I57 OR BLOCKING 70 SILL OR TOP PLATE (ROOF Sd E10X (2 X 0.113 ); OR 4" O.C. TOE NAIL CEILINGS WITH FLEXIBLE FINISHES) V240 GUARDRAILS IN-FILL COMPONENTS 50 MEMBERS CH ER t FROM THE ENDS OF RAFTER CEILING JOIST Sd COMMON (22 X 0.131"); OR 6 O.C. 70E NAIL (INCLUDING GYPSUM BOARD) PASSENGER VEHICLE GARAGES 50 NOTE: THE INSTALLATION OF FOAM PLASTIC MATERIALS ON THE EXTERIOR $ BEARING WALLS 10d BOX (3' X 0.128'); OR 3" X 0.131" NAILS ALL OTHER STRUCTURAL MEMBERS U240 ROOMS OTHER THAN SLEEPING ROOMS q0 BUILDING EXTERIOR SHALL ADHERE TO THE "LABELING/IDENTIFICATION, 23 1' X 6' SUBFLOOR OR LE55 TO EACH J015T 3-8d BOX (22° X .0113'); OR FACE NAIL EXTERIOR WALLS - WIND LOADS - H/360 SLEEPING ROOMS 30 SURFACE BURNING CHARACTERISTICS,$ THERMAL BARRIER" ®`a®�\AED ARc®o®® q 9 D 5HEET:NA � GONSTRUGTION DOCUMENTS n n W17N PLASTER OR STUCCO FINISH REQUIREMENTS NOTED IN SECTION R316 OF THE 2020 NYSRC �`® ��••••••••••• 2-8d COMMON (22 X 0.131 ); OR STAIRS ®a �� : Nis�" M•' �F '® a Ind 3-IOd BOX (3" X 0.128'); OR EXTERIOR WALLS - WIND LOADS - H/240 o� F�F': C,� �d aK PROJ GHR`551ADI5 RE5IDENGE n WITH OTHER BRITTLE FINISHES r 2 STAPLES, I CROWN 16 GA. s d :; w5040 THE LONG WAY,EAST MARION,NY-I115a I " LONG EXTERIOR WALLS - WIND LOADS - H/120 NOTE: THESE PLANS ARE TO �E COORDINATED BETWEEN THE OWNER ?� NYS "ENERGY STAR" ^l� * • • R BA1� DizA TlNGSHEET NO. 24 2° 5UBFLOOR TO JOIST OR GIRDER 3-16d BOX (32" X 0.135")• OR BLIND OR FACE NAIL W17H FLEXIBLE FINSIHESHERS RATER. OWNER-RETAINED HERS RATER SHALL PROVIDE WORKSHEETS/ CALCULATIONS d ;.,� da DATE: 5-13-24LINTELS SUPPORTING MASONRY ie329 .••• �: „ a:» ARGHITEGTURE, P.G. 0 2-16' COMMON (3 " X 0.I32") VENEER WALLS U600 DEMONSTRATING "ENERGY EFFIGIENGY" GOMPLIANGY WITH SEGTION NIIOLI OF THE 2020 NYSRC T '"•••••'. y°�•` �D "` N STREET OYSTER BAY, N.Y. I I7-71 SCALE: AS NOTED OF F NEB �>� �`� B? -T22-5g76 (FAX) c122-6255 BY:WEB: FTIN&.COM EMAIL: ARCHITECT®OY5TERBAYDRAFTING.GOM JOB NO: 24055 GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND.LANDSCAPING I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR. ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR 5HALL-"::FROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK, PROVIDING SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FIN ISHED..GPADING::':AND RE5E'BDJN.G OF THE LAWN AS DIRECTED BY THE OWNER. COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL SNkI_L N0�`:;0E..PLACEQ::}�fi�AIN5T FOUNDATION WALLS UNTIL THE CONCRETE 15 OF SUFFICIENT STRENGTH AND UNTIL THE WALLS 2- THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HI5 WORK. ARE PROF-E.RLT.. BRACED..TQP'-:AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. CRITERIA PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE IJO ADDITIONAL CLAIMS REGARDING 51TE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE ' ' ' 3-'GRADiI :?AkR �Jf�LD:.ALL NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. ., :'.4- ALL SITE DE IO;N :3..... DING TOPOGRAPHY, STORM DRAINAGE, SPECIAL PAVING, LANDSCAPING, ETC. SHALL BE PROVIDED BY OTHERS HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION :%::-IJNLES5 SPECIFIED HEREIN. 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRAC QR: OR ANY SUB-CONTRACTORS NOR::::. IV..;:: T::CONTRACIOR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE..CONTRACIdR::3kNALL"NOT EXTEND TO TkIE. CFJRBS, CURB::CUTS AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY $ 2020 NYSRC.. 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE "•""' MEASURES 0 B AKEN ON THE PART OF THE CONTRACTOR SUB-CONTRACTORS OR THE LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES, DODk:?flND WINDOW NOTES: PROJECT WHICH MAY REQUIRE ADDITIONALT E T 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR HAS CONTROL OR CHARGE.{3F CONS i ION MrAfS..:SEQUENCES`:OR ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER INCLUDING THE .......� I I- ALA NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL - FURNISHED WITH PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR 5HAW:-, E RESPON IBLE F.(;"2'ADEQUAT-EL.-�•.BRACING'A'-D::;... INSECT SCREENS, GRILLS, AM " ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, EXTERMINATION, BORINGS, T REE JAMB EXTENSIONS, TRIM, ETC. WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED TO. UNDERPINNING, SITE DRAINAGE, ADDITIONAL CONSULTATIONS, SITE VISITS, CERTIFICATION LETTERS, AMENDMENTS, AS BUILT DRAWINGS, ETC. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE, COLLAPSE [?I.STORTIOt$:AND MISALIGNMENT.ACCORDING TO-*-.-:..'.*`*'-:'.`,....' 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. APPLICABLE CODES. . . 3- ALL WINDOWS 4 DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR (A.F.F.) SHALL BE ORDERED WITH TEMPERED GLASS. 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR.:*BIDDING AND/OR THE *NEGOTIATION AND ADMINISTRATf0R-.OF THE IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS DOORS SHALL BE ORDERED WITH LAMINATED GLASS. EXISTING SITE CONDITIONS CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. .. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW � DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. 4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIONS;;AND/OR'OBSERVATION OF THE CONSTRUGFIQN. I- ALL EXISTING EQUIPMENT UTILITIES, STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT 5- NO REQUEST FROM ANY PARTY FOR INFORMATION REGA'RT}ffl ::OtASSIFICATION AMPLIFICATION OR E {'LANATION OF THE TJPWINGS OR IF THERE ARE ANY DISCREPANCIES WITH SIZES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. "..* "**"' "'""'.""" .. COMMENCEMENT OF ANY WORK. . NOTATION, OR REQUEST FOR PERMISSION TO VARY.-.OR DEVIATE•`i"RO':'SHE REQUIREMENTS OF THESE DR;AWJNGS::OR NOTATIONS, WILL BE 2- THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ENTERTAINED BY THE ARCHITECT UNLESS THEY A...... FORTH IN'`f-}I�}TING AND ADDRESSED TO THE:OWNER`.' ......E OWNER REFERS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE "'•' " '"'""' " " "�" AGREED UPON BY THE OWNER. THESE REQUESTS TO THE ARCHITECT, THE.Ai�C14ITFCT WILL WITH REASONAABLE PRONP%555 CONSIDER -.THE MATTER AND RESPOND IN ROOFING: WRITING TO THE OWNER FOR TRANSMITT-k TO``Tf E::-.PARTY CONCERNED. THE A --HJTECT REPRES. DOES::NO.T, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 3 ALL DIMENSIONS AND LOCATIONS A.� INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT ANY RESPONSIBILITY WITH REGARD TO"RHE ABOV~:::1ENTIONED TYPES OF INQUIRY:UNLESSkBCIVE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR ANY OTHER CONDITIONS. TEMPORARY PROTECTION AND'�TfICTURES V. .... DRAINAGE SYSTEM, I- THE CONTRACTOR SNAL .: : E.RESPbN I LE FOR TEMPORARY EL£C. RIC WA.... .R TOIL.�:.`.ACILITIES FENCING BARRICADES SECURITY AND 3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. 4 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERS-DE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL . ." .. $•� T fi:. :+. F.... . - ALL WO K SHALL A A I. 4 R LL BEAR WRITTEN ONE (1) YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER 5 FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON' E-TWEER`THf-:%0WNER AND THE CONT1ZA030R. UPON*:'tCOMPLE-TTON OF WORK, THE CONTRACTOR SHALL BROOM ACCEPTANCE, ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. BROUGHT TO THE ARCHITECT'S/REPRE`_i. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFECTED"AREAS*A*N9 :CART AWNTXALL DEBRIS. 5- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE 2- THE CONTRACTOR CONIUkT.•ALL WORK TO PRECLUDE THE E rrCTS OF.:.WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. 5- ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" (MEASURED VERTICALLY) ABOVE FLAT ROOF. CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRA�Tt :;.,SHAE:k••ASSUME 'A t:':RESPON51JD EITY AND EXPENSE OF':'-.'E:PORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS 6- FOR ROOFS PITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT SNINGLES(UNLESS OTHERWISE NOTED) OVER 15>* FELT , I LAYER OF "' ""' UNDERLAYMENT REQUIRED WHEN ROOF PITCH IS 4:12 AND ABOVE OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12 INSTALL SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARE.TQ•:•J�E PROS}D;Tp BETWEEN WORK AREAS AND THE REST OF THE BUILDING. ARISING THERE FROM. 3- EACFt:'bNTRAC.:�:;SHALL*:BE RESPONSIBLE FOR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER AND LAP JOINTS AS PER 2020 NYSRC. AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD UNDERLAYMENT WITHIN 2'-0" 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS ''::EIt A7, WIN. OR OTH ...:.... ESEEN..flf�>r CNLTIES THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HIS CONTRACT. PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOP. ALL ROOF UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. I�}:;�M1F.EVENT OF ANY: S�I5PEN510N�•OF t�OC f ::t-'&'A CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE •'`'"':�':;.:.:. DA1-M.E,•.OR LOSS. ANY WORK OR MATERIALS TNA'-:-:HAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND SIX PER STRIP SHINGLE CONSIDERED FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION LACX:::;::'..5UB-'C�N3RACTOR TO 50..PROTECT HI5 WORK OR TERIAL5 SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12 NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. ::A.- THE".6QN`IRACTOR 5HA-L:�:.:CQNDUCT ALL WORK ON 5UCH A MANNER SO TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'4' (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF OVERHANGS. 8- CONTRACTOR MUST VERIFY WITH H 5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR THIS PRIMC-T ;�:DJACENT STRUCTURES, rWIP 1t T,• OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW 1:12 BUILT UP ROOFING SHALL BE A 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, CONSISTING OF I LAYER OF NRGII ISO, PRIOR TO SUBMITTING A BID. OP REPLACE SAID DAMAGED ITEf`.5-1, :•;:C- SATISFACTION OF THE OWNER, AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABASE SET IN MBRCAA, AND I LAYER OF DYNAKAP SET IN MBRCAA. :::: q- CONTRACTOR TO VERIFY LOCATION`.) OF MASTS, METERS, SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED `01�'::THE PknJECT. •... 'BEAR ANY'''ANtD::ALL COSTS:-ASSOCIAT:EU WITH WORK DISCONTINUATION, ENGINEERING CONSULTATION, MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE .. CONTRACTOR MUST AL50 NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. MISCELGANEDl1S`RELATED ITEMS. 2020 NYSRC.. .`' 5- TFtE::�t7NTRACT:?::%ALL::)3RACE SHORE REINFORCE AND/OR UNDERPIN ALL STRUCTURES INCLUDING NEIGHBORING STRUCTURES AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM OR GALVANIZED. ........ :. :::::: CONTRACTOR'S RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIP REQUIRM:?FOR SAF.-%-�'.ERATION. II- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS PIPES VENTS, SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE I- N CONTRACTOR NA COORDINATE SCHEDULING0 SUB-CONY AC 0 S AN OTHER CON AC S' " SNA 0 I OSSI 6- THE COIJ:T:R;�TOR::f5 TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SHORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT HIPS RIDGES VALLEYS CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. THE CO TR CTOR SHALL COORD E F R T R D TER TR T A...... . PR V DE ... P BLE IN5TALLATIOK::C3E::-HEADERS FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF THIS WORK IS THE SOLE RESPONSIBILITY OF THE 12- INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR SHALL'C LETE A COMPREHENSIVE SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNE5%:I:9::::AGCEPTABLE FORMAT:;:FQR CONTRACTOR..:'" IN FLAT ROOF AREAS. REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF, SUCH AS 13- ALL INTERIOR LEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION OVER PVC PIPING. 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUP i0N5 TO NORI�A4;:::pWNER.. :::::.:.. SCAFFOLDS STAGING, PLATFORMS RUNWAYS HOISTS LADDERS, CHUTES TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER PROTECTIONS, ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED ERECTED, AND MAINTAINED IN DRAINAGE SYSTEM. OPERATIONS. ""'ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES AND ALL OTHER LAWS RULES OR ORDINANCES OF ALL 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING FITTING AND PATCHING OF HIS WORK THAT MAY E3E REQUITED TO''C01{�LETE ACONSTRUCTION. FINISH WORK NOTES: GOVERNMENT L AGENCIES HAVING JURISDICTION DURING THE WORK OF NIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR BY :: •GAVAfiNG, CUTTI�j :;`.::QR: I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS S- THE CONTRACTOR SHALL PROVIDE ERECT MAINTAIN THOSE ITEMS REQUIRED FOR USE OBTAINING ALL NECESSARY PERMITS INSPECTIONS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK, AND NO CONTRACTOR SHALL DO SO WITI�OUT P .&-,•.WRhTTEN-•.CONSENT OF PER OWNER. THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY'RBSPONSIBL�::THEREFOR-E. AND APPROVALS AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER, UNLESS OTHERWISE 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD. 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES .NA :[i. INSERTS BtET ;..ANCI�I(7RS ETC. TO STIPULATED BY THE OWNER. �••• , a. ALL DECK LUMBER TO BE A.C.Q.(AR5ENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMa:;TO TH :::AP.PROPRIATE`Ct�NTRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED. SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES TF tSE ITEMS �:-.:THE5E ITRT5 SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR. SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, SO AS NOi`TO`DELAY THE f'f'QGR. . OF A JOB AS A WHOLE. ORDER TO ALLOW FOR DEMOLITION TO PROCEED. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2020 NYSRC. FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF F`ERS AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION. . :.. .. SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 5C AS TO MAINTAJN THE.;P.:•P.P,�PE{* LOCATION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL HIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE PRIMED AND READY FOR OF CONCRETE AND REMOVAL OF FORMWORK. PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER. 5- THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF::THE VARIOUS ITEMS FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, PO55J t':::RE5UBI71S510N AND:::FQR APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE OF THE *PR03P�F:%?::; •. RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLA55 AND LIGHTING FIXTURES DESIGNATED 8- CARPETING SHALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIMEJO BE DEFECfW'-.:::SHALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCH MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR. INSPECTION. THE INSPECTION OF THE WORK IS INTENDED'•*T�1'AJD THE CONTRAf-T •IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH.l:NSPECTIOK{' }TALL NOT OPERATE TO RELEASE THE CONTRACTOR FROM ANY OF HIS 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND 11- WATERPROOF ALL BAWOOM FLOOR-AND PROVIDE COVE BASE AS PER 2020 NY5RC.. ...... .....:.:. CONTRACTUAL OBLIGATIONS. 7. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR CONSTRUCTION TO COMf?GY WITH 2O20 NYSRC.. 7- ALL NEW MATERIALS AND INSTALLATIONS 5HALL:,:-.IN ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR I5 REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLA55 ENCLOSISREV.S At��I:RD 5NOW'E-R .AND TUBS SHALL BE IN COMPLIANCE WITH THE 2020 NYSRC.. GOVERNING CODE REQUIREMENTS. '-*:.%,..:.. REQUIRED TO BE SHUTDOWN. 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN TIDE��DRAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MASONRY:N......"....::.... • • WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. I;:PROVIDE:.WEEPII'EIL:LS ::2'-0" O.C. "' .,*."' WHICH ARE SHOWN GENERALLY, OR FOR REASONABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISaE5 TO••REMAIN. UPON ::;::: '*::.PROVIDE`E,ALVANIZE ...... L TIES TO ANCHOR BRICK. MATERIAL, METHODS, AND WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CON5TRUGTfQR:::Iq. A CLEAN, ORDERLY CONDITION:.,. •'�:;::::.'.- R0NALL .R.EINFORCED @ V' O.C. VERTICALLY. CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (CA ET, ` -T.C.) TO BE PROVIDED. '" 4. �F�PA{NSION JOINTS @ 30'-0" O.C. VERTICALLY (MAX.) AND AT INTERSECTIONS. q- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER••f'R!�:�.ECTION'ANP-'.'.SHALL MAKE ALL REP>�{ MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT COST TO THE OWNER. ELECT<'IG.,."NOTES: 10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANN=R AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK:.TO. REMAIN:: iDEBR15`�t�149 RUBBISHt.:SHALL NOT•:f ::::•:•. I. ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT CONFORMANCE TO THE II- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED N THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. ?.:.:; :.:. `:7 " •.. `:: :::;;. NATIONAL ELECTkICAL CODE, GOVERNING MUNICIPALITY AND NFPA 72. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT QIN5T DAMAGE DURING:[3-MOLITION OPERATION5:`::::..'.%.2 PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. 3. CONTRACTOR 15 TO VERIFY WITH THE OWNER, IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO CODE COMPLIANCE EXCAVATIONS AND SUBSURFACE SOIL CONDITIONS •..• SUBMITTING A BID ON THE PROJECT. I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2020 NYSRC. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. THE CNT..'RACTOR SHALL 4. CONTRACTOR SHALL INSTALL AS PER OWNERS DIRECTION ANY AND ALL INTERCOM ALARM THERMOSTAT TELEPHONE AND/OR TV ANTENNA WIRING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS THEN REMOVE ALL EXCESS EARTH FROM THE SITE. IN WALLS PRIOR TO 5HEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED ""' AND INCLUDE THE FOLLOWING: EQUIPMENT APPLICATIONS / INSTALLATIONS THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUCTION FILING PROCEDURES, AND 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFr w `L-nGA: #C N5 OF ALL BELOW GRADE UTILITI•ES:::: > )ER AND SE AE LINES, •• ••••:.,..::.;:,,. .............. A) ALL WIRING FOR NEW SWITCHES OUTLETS FIXTURES RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK ALL REWIRING OF EXISTING GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS, SEPTIC SYSTEMS AND ANY OTHER FACILJTifS. FIXTURES AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. . :::::.%*...: ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE AFFECTED BY IT'S ALTERATION. BE IT KNOWN THAT ALL 3- ALL EXISTING FILL, ROOTS AND OTHER UNSUIT-ABLE BEARING MATERI'AR SMALL BE RENaVED AND FOOTINGS.CARIZ-ffD­TO THE BOTTOM OF B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK. NOTES AND SPECIFICATIONS SHOWN HEREIN, WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF THI5 OFFICE SUCH EXCAVATION. 5. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE AND ARE SUBJECT TO CHANGE AS PER. ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF ANY DISCREPANCIES WHICH MAY ARISE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SDI HAVEN*'A.MINIMUM BEARING CAPAdTY: :::QF TWO .(2),..TON5 PER%-5-OUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INCLUDING CRAWL SPACES BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECT'S/REPRES./REPRES. ATTENTION BEFORE VERIFY ASSUMED SOIL-BEARING CAPACITY ANn.SHALL'A� UME FULL RESPONSIBILITY':F,O..:.SAME:':�NTRACTOR TO NOTIFY THE ARCHITECT AND UNIHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE THE COMMENCEMENT OF WORK IN QUESTION. OF ANY SOIL VARIATION OR CONDI�fN'.:ADVERSELY AFPECG.T-..i 4G.-A5SUMED.BFARl%.•CAPA".1--.:PRIOR-ff:THE POURING OF ANY FOOTINGS. ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE NEW YORK STATE ENERGY 5- IN THE EVENT THAT THE..GQNTRACTbP DISCOVERS CI- `SILT, QR::OTHER' 1} ;THE'WNTRACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS 15 PROHIBITED. CARBON MONOXIDE ALARMS SHALL BE 2- E CONSERVATION CODE FEDERAL 0.5.H.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION IN50FAR AS APPLICABLE ACCORDANCE WITH THE OWNER":;�:;CQNTRACT•OR:%AGREEMENT TO VERRIFY:NE PRESUfJ. D MINIMU�i�BEARING CAPACITY. INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA, AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES ..... ::::.. .%.... ::. ••:: "' AND EQUIPMENT" FIREPLACES OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE TO HIS PORTION OF THE WORK. 6- ALL EXTERIOR FODTINC,S.SHkL :': ....A MIME fy;•:OF 3'-O" BELOW GR4• '..'P,.LE5S A1aTED OTHERWISE IN PLANS. ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN CONCRETE t FQU09ION NOTES: BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE ACCORDANCE WITH ALL STATE AND LOCAL CODES. I- PERFORM.REQUIR:r-R--::ALVRATfON5 T©:`EXISTING:CONCRETE. NEW WORK INS-`:AtLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS IS PROHIBITED. PERMITS, INSPECTIONS AND APPROVALS SHALL MAT:C I;EXISTING - :;•:.JOINTS:OFTWEEN NEW AND::EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS 6. CONTRACTOR SHALL VERIFY WITH THE OWNER LOCATION AND QUANTITY OF LIGHTING FIXTURES SWITCHES OUTLETS ETC. PRIOR TO PROVIDING BID I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL AS:...... RED : ` ON PROJECT. MUNICIPALITY10 0 STARTING ANY WORK. 2-"FCJ}TANGS. AT DIFFEREN:7: LEVELS SHA(t'.E *.-- p;PED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q'-0" IN LENGTH. OBTAIN A BUILDING PERMIT FROM THE VILLAGE, TOWNSN P OR GOVERNING PR R T N CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVA-5 PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS ETC. FOR:•::-.:-:EXCEEfl::;A::;SLOPE OF ONE`VERTICAL TO TWO HORIZF)I T-L OR DEPENDENT UPON LOCAL GOVERNING CODES WHICHEVER IS PREVALENT. 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 6'-0" FROM THE ENTRANCE TO THAT ROOM. 2- THEq. PROVIDE A MINIMUM OF ONE G.F.C.I. OUTLET WITHIN 3'-0" OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED. WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. :;: �.:CONC :TE.FOUNDATIDNS SHALL BE POURED CONI'}Nkf11fSLY. IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. 10. CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THIS PROJECT PRIOR TO 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT WHO SHALL FOLLOW WITHOUT DELAY ALL `h ..... A..:.... ARE NOT..:PERMITTED. � ••:�:��• "�� SUBMITTING A BID. INSTRUCTIONS OF THE OWNER OR HIS/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS;:::;::;;., A" ONTRAC1bR SHALL VERIF:X:.1JfNENSIONS AND LOCATIONS OF SLOTS, PIPE SLEEVES, INSERTS ANCHOR BOLTS ELECTRIC CONDUITS, ETC. 11. CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS 5UB-PANES ETC. FOR RELOCATION AS`REQUIRED FOR TRADES BEFOR' f'I ACING CONCRETE. L T . F RELOC TON AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST CONTRACT, AND SHALL HAVE FULL AUTHORITY NORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL Z3f S0 NAVE'A ::: ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS PRIOR TO COMMENCEMENT OF WORK d BIDDING. COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY A5:�ON A5`•:POSSIBLE' ::::.'�-:::.5- A CONCRETEx-BLOCK FOUNDATION hAE�I;?5NALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. "`6- FOR CRAWL SPACES BASSI tEN`5 ANti� CELLARS ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMENT OF 18" FOR MASONRY BUT NOT LATER THAN 24 HOURS. ........... • • ' '" �� � FIREPLACE NOTES: 4- THE CONTRACTOR SHALL AT ALL TIMES PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACILJ..D.ES:FOR* fK-%:.NSPEN'....:..... WALLS'AN :7,..FOR:.PQf�RFD COW,. ETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND """"' """ 6" FROM EO"*.-'QNDITIft:-: AND SPACED THEREAFTER A MAX. 48" O.C. FOR SINGLE STORY STRUCTURES AND 3'-O" O.C. FOR TWO STORY I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 7813.5D OF N.Y. STATE ECCC WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH DAMPER IN OF ALL PARTS OF THE WORK. `' ```.` �� . CLOSED POSITION 5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB 51TE AS PER BUILDING CODE REQUI REM EN-T§%'iN::;.AN CC SPICUOUS:PLACE•. STRUCTURES t{ ::.�3 O:C..` FOR THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 2. FIREPLACE UNIT SHALL BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT DAMPERED . ( ) GREATER THAN`7t :5NALL BE CONSIDERED THREE STORIES. 3. FIREPLACE TO BE "SUPERIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. 7- FOR SLABS M RADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS 4. FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. PAYMENTS TO THE CONTRACTOR "`'�`'. SHALL BE 5/8" DIA. WITH MINIMUM EMBEDMENT OF IS". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR H540 OR EQUAL). 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER THE CONTRACTOR SHALL DELIVER TO THE OWNER ANY:; IAIt�ER OR R•E#.,E..7. EF CORNERS AND 6" FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C. G. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 6-0" OR LESS THAN 2'-O" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN ANY LIENS ARISING OUT OF HIS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMENT. �:�:':•.8- PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT 10'-0". 6- THE CONTRACTOR SHALL AL50 FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR 1 -W MA �> .... •`.*... jjMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH THE OWNER OR HIS PROPERT:Y.;�IGHT .IN`'ANY WAY:T3f. q- MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 26 DAYS TO BE AS FOLLOWS: PLUMBING NOTES: RESPONSIBLE, HAVE BEEN PAID OR OTHERWISE SATISFIED. :....' %`' A) FOOTINGS PIERS FOUNDATION WALLS: F'C = 3,500 P.S.I. STONE CONCRETE. I. ALL PLUMBING WORK SHALL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES. INSURANCE AND WARRANTIES B) SLAB ON GROUND: F'C = 2,500 P.S.I. CONCRETE. 2. HOT WATER HEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. - •. C SUPERSTRUCTURE, SLAB: F'C = 3,500 P.S.I. CONCRETE. 3. PROVIDE HOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS. I- EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY N51UiRED BY THE 5TATE OF.•:.NEW YORK ) HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOUNT-5 AND:I�fI?IODS 5ATISFA.C:TORY TO THE D)3500 P.S.I.,MIN.COMPRESSIVE STRENGTH OF CONCRETE FOR GARAGE SLAB. 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE. OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY•, CONS RACT1� ::PERSONAL INJURY E)CONCRETE TO BE 5 TO 7� AIR-ENTRAINED PER R 402.2 OF RCNYC 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK. AUTOMOBILE LIABILITY MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO Sl BMIT CERTIFICATE 0. ::IN$kNRANCE MAY CAUSE YOUR 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 6. BELOW GROUND WASTE LINES SHALL BE X.N.C.I. PIPING. .. ........ 7. POTABLE LINES SHALL BE TYPE "L" COPPER. BID TO BE DISQUALIFIED. ;::::::::•.::•:: °... 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY SITE CONDITIONS 4 REQUIREMENTS . PERTAINING TO THERETO (IE. RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK. """"' q. SANITARY DISPOSAL SYSTEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE ®e11!i 010® OWNERS SURVEYOR SHALL BE RESPONSIBLE FOR DE51GN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR `,k: � h .�,y/""�'o SHEET TITLE APPROVALS. d � GONSTRUGTION DOGUMENT5 10. WATER MAIN MUST BE 7'-O" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-O" DEEP.12. IN BEARING WALLS OR PARTITIONS, NO %. opt o N\S M MFex'.. () °b �' Iln STUD I5 TO BE CUT MORE THAN 1/3 IT'S DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. rr.• - 4 I �° PROJECT NAME GHRY551AD 5 RESIDENCE ".,:::.. :: i * d �p 5040 THE LONG WAY,EAST MARION,NY-II1Sq � ® OYSTER E3ANr 1�RAET1 NG SHEET NO. `����®' '••., �ssa y0�®® dI'll Ada /AND ARCHITECTURE, P.G. DATE: 5-13-24 G •....... 's� OF NE ®�� d°„..°I.':;, .,: ti 68 WEST MAIN STREET OYSTER BAY, N.Y. II��I SCALE: AS NOTED of i�r�io>s�e �� Il� vIl" BY: M.M. Q� (516) ci22-5q-76 (FAX) c122-6255 WEB: NNN.OY5TERBAYDRAFTIN6.60M EMAIL: ARCHITECT@OYSTERBAYDRAFTING.GOM JOB No: 24058