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HomeMy WebLinkAbout51420-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#: 51420 Date: 11/27/2024 Permission is hereby granted to Todd Hamilton 190 Great Pond Way Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for. Premises Located at: 190 Great Pond Way, Southold, NY 11971 SCTM# 59.-9-10.2 Pursuant to application dated 09/25/2024 and approved by the Building Inspector. To expire on 11/27/2026. Contractors: Required Inspections: Fees: CO Single Family Dwelling-Addition /Alteration $100.00 Single Family Dwelling- Addition&Alteration $1,352.00 Total $1,452.00 Building Inspector �r � j ax TOWN OF SOUTHOLD — BUILDING DEPARTMENT � d Town Hall Annex 54375 Main Road P. O. Box 1 t79 Southold, NY 1 1971 0959 a Telephone (631) 765-1 802 Fax (63 l) 765-9502 httDs://www.southoldtownny. oy — Date Received APPLICATION BUILDING PERMIT For Office Use Only PERMIT NO„ �, w Building Inspectoq^. Applications and forms must be filled out in their entirety, Incomplete applications will not be accepted. Where the Applicant is not the owner, an p r. Owner's Authorization form (Page 2)shall be completed. Date ...._ .... OWNER(S) OF PROPERTY: . ProJ ect Address: 110s'p� /p(�rJ� N 1671 Email .. 4�. .+ .._ ....�_ ...�mm.�..._�_.._ s Phone#: Cj/(�—. 3(.� d��� / f! MlL�� Q q4.{o0, ec Al Mailing Address; CONTACT PERSON„ Name "A-'H Mailing Address: !✓. Md-+N Sfi o y37F,� SA—1 ^[, Y• /177 / �� i Phone#: ` q2 L_ TEmail: K+t jr-Ccjr-e y DESIGN PROFESSIONAL INFORMATION: N a m e: PL--- N►J) rj AA Mailin Address: M N 7 / 7 7 Phone#: / l E m a i l: o y15 1qF494.AyPA.0A-)0--Ti AJJ.e #�q CONTRACTOR INFORMATION: Name: -fa at ew6'r / Mailing Address: _.. ....__ ..._ ._.............._ ._ __ Phone#: Email ._.....---- ...........,.. DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure Addition ❑Alte"ration❑Repair ❑Demolition ro Comet of0Project; ❑Other $�d - -.- Estimate _..... _.._..�..... ... .........._�.... _._.. _ /��!...� _ .. .._... . Will thelot be re-graded. ❑Y�o Will excess fill be removed from premises? ❑Yes L.. No _ _.. m._...._. .. ....... _ ._. _ __..� .�._._. _... 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use distric t in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check 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 of 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 rl me): 56gp,� 9,4W TAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF AIA S/d- 4 ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ehe is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this BRIAN L� 20 _....__. ._.._ I day of � �._...�.�....� .._.�. jIssion �� York ied IYAWWW d4litiy Expires February 13,200. ' I AUTHORIZATIONPROPERTY OWNER (Where the applicant is not the owner) ......._ ....._ _... 'P6 tip G1 I �1�� f{,tM/�-7"p!-/ � ._...�.. ...... residing at.._..-.. _�D ter A-E�-r _....�_ _..—..��..�._. � �p CJ4-kOC.O� _...��_..do hereby authorize 5�.� - 4 , ,r........ _ _._ .......� _��ao apply on my beha fto t ::T' n of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project HAMILTON Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 190 GREAT POND WAY HAMILTON OYSTERBAY DRAFTING & SOUTHHOLD, NY 11971 190 GREAT POND WAY ACHITECTURE SOUTHHOLD, NY 11971 68 WEST MAIN ST. OYSTER BAY, NY 11771 516-9225976 ARQU ITECT@ OYSTE R BAYD RAFTI N G .COM sill Film . . Compliance: 14.4%Better Than Code Maximum UA: 188 Your UA: 161 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R®value and depth requirements. EnveloPe Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Ceiling: Cathedral Ceiling 1,092 30.0 0.0 0.034 0.026 37 28 Wall: Wood Frame, 16" o.c. 1,103 21.0 0.0 0,057 0.060 53 56 Door: Glass Door(over 50%glazing) 20 0.210 0.320 4 6 SHGC: 0.30 Window: Metal Frame 148 0.210 0.320 31 47 SHGC: 0.30 Floor: All-Wood Joist/Truss 1,092 30.0 0.0 0.033 0.047 36 51 .. ...... . .._....... _._...... _m Project Title: HAMILTON Report date: 11/14/24 Data filename: Page 1 of10 REScheck Software Version : REScheck-Web Inspection Checklist CNJ Energy Code: C d : 2018IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. R nii" Pre-In ectionlPlan Review riicrrq ia���'� u�i'iei �. l"dc�idebif�ec� p.� tmrelli ? t�up�rar�l°sl��ss�rrr��rti����s i aNrra itr m ,. ...... 103 1 ;Construction drawings and /� ""�[❑Complies 103.2 ldocumentation demonstrate '�G i,,;i j� ��� �;�� ��❑Does Not ! R1]1 !energy code compliance for the 11 i [P building envelope.Thermal i ' �'��� .�❑Not Observable g p %iiiiii iiiii/i // i❑Not Applicable aenvelope represented on _ N documents. „ ' �/ ` �,.r., ,J --._... _......w.......,. 103.2, :documentation _. ..... .. .......... ❑Com lies construction 103.1, Construction drawings and �� �� ;' /i,� p n demonstrate % ���� o�;1 "' es Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems �� 7;f, / ❑Not Observable !Systems serving multiple g ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC i Commercial Provisions. .. Heating Manual S based is Btu/hr Btu/hr�.. ... ❑Do '� 2 1 g ... coolingequipment Heating: Heating: mplies �4,6 p es Not QPR"'2V on loads calculated per ACCA Cooling: Cooling: r❑Not Observable ,Manual J or other methods Btu/hr Btu/hr� approved by the code official. tlNot Applicable u t Additional Comments/Assumptions: Hi h Im act(Tier 1) Medium Impact(Tier 2) Impact(Tier 3) .......M.�.____..... _.. ......... ....... ......----___....�. Project Title: HAMILTON Report date: 11/14/24 Data filename: Page 3 of10 5 ctmraau ..m m.:__. IVas VCw1 t �__i V (ue alue d ......-... s'tonil t io�ris P�'a14 Vet'i_ (I 1 1W traiI^u'�� d Rt�wah I�� I�ui��et� O�uril��me � outbi��.iit /As� I402.1.1, iGlazing U-factor(area-weighted 8 U- „__ U _-� u �-tlComplies See the Envelope Assemblies 402.3.1, average). E❑Does Not atable for values. 1402.3.3, '❑ � Not Observable 402.5 L [FR.5 n❑Not Applicable 30. .3 are determined fenestration products � / r /ram/i 1�-.11Complies ° estratlOn prodllCtS / i, -� /ioj�� o/� � /%fir ii/. [ 1 i n accordance i j/// aj, iiiiii/ / /, ,�„ / ) r a�rrii / / ❑Does Not with the NFRC test procedure or �"' %ate// /i /i/%/%�iiD' i" taken from the default table. ;/%' ,� j %!�////� �rrrrrr/! x❑Not Observable ❑Not Applicable 402,4.1.1 Air er and thermal barrier barriarri � � iri/ /i%//%i/%//// / //%%i/J%i// / %%//f❑Complies [FR23]1 installed per manufacturer's ( NDoes Not instructions. r/ /iiii�, /i / arrii/// ///i � � /�/%// //� /�i/ /i�r/ r�]Not Observable /i _.. .. _.. m..._ LNot Applicable : 402.4.3 Fenestration that is not site built ,°%/`'%//%/'/r ' /r //' ,❑Com lies i 1 FR20 1 ,, p � s listed and labeled as meeting / //Gal �%//�� �arrr � r /////ii(DDoes Not AAMA/WDMA/CSA 101/I.S.2/A440 //��; ;[:]Not Observable ;or has infiltration rates per NFRC rNot Applicable h exceed code r � r /irr//�/ // , /� pp 4 0 t )0� 4 5 IC-rateda ono limits. recessed lighting fixtures '!, " !,�„� //!�i /'„ /%�i/ C Complies / iii//% Ol /r/ riiiiiii sealed at housing/interior finish „ i /, �/ �i i/ >❑Does Not and labeled to indicate <_2.0 cfm ' / ""i / ❑Not Observable leakage at 75 Pa i/i / Not Applicable 403 3.1 :Supply and return ducts in attics pp Y _ . d _... /f////�jlii//// 'ii ° o/ri%till / Complies 1 , , , , / i [FR12] oinsulated > R-8 where duct is /� ��/or/,�i ii���iiii�, r� /I❑Does Not >= 3 inches in diameter and >_ oR-6 where < 3 inches.Supply and j%%%// % rONot Observable �. %! return ducts in other portions of ❑Not Applicable I ;; ///�/��� � ���/�/ //�/////// tithe buildin insulated >= R-6 for g a diameter>= 3 inches and R-4.2 / ,i, /iii /// %i i //or'/ ,for< 3 inches m diameter. /i% iar /a///oir i /, / /„/a 40.. or or rr / 3.3.2 a Ducts, air handlers and filter �/�/��r�/ %�/i�///// /�//„/�/// ,❑ mplies 1 /i �r [FR13] I boxes are sealed with /, /;, /�/r i�s�/ ''%/�� o��/i i❑ / �///r�� �//j�i/ ,,ri/ / , //a D025 Not a' a OIntS/Seams compliant with v 1 p /ir/� %!% % % „� Not Observable ;International Mechanical Code or /�//i/' �/� �� � /�� ❑ , ,� �r , i , /r% /���i International Residential Code, as ////i �;,/,,,/ r/ / /i,,;/ ❑Not Ap p licable r, //fi /�� ii/ %',,., applicable. 40. .3.5 'Building cavities are not used as "�%i//i��/!%/��/%%%%�'//�'% ;" �i"i��"";❑Com lies [F'R15)�°. !ducts or plenums, / /�i9�'� ri/r/;�,,'% ti❑Does Not ❑Not Observable ❑Not Applicable f0 ,� �"HVAC piping conveying fluids .. ._ ...�..a_.� __�. w-. p p' g y' g f R e R I❑Complies frJ11W above 105 °F or chilled fluids I 1 o❑Does Not ^^ ',,below 55 °F are insulated to >_R- ❑ 3, Not Observable ❑Not Applicable .. v ., �403 4 1 Protection of insulation on HVAC - � �/, '; � r " a❑Complies [FR24)1 & °�, /' r ❑Does Not piping. i%r%r ❑Not Observable '% ❑Not Applicable ; rrar 0 Hot.... .. .. .,...__W m... .e..m- water pipes are insulated to R- R ;❑Complies JJ °>_R-3. �� :❑Does Not '❑Not Observable ❑Not Applicable 'Automatic or gravity dampers are �� ❑Com lies 9 Y p r,rr�ii/rrr/,� /, i y p installed on all outdoor air / /� /' ❑Does Not intakes and exhausts. ❑Not Observable ° ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) ? Low Impact(Tier 3) ....... ..........ww._........ Project Title: HAMILTON Report date: 11/14/24 Data filename: Page 5 of10 m -,. Insulation l t� InspectionMan� �erif� 't�_ ... sl�i M fl t":a rea13IBie .._... .b,�rrrni eats/A a) tl .._� Sc+rt�or� ns Valu Re I ..W. 0m M. "All installed insulation is labeled rr/'�'� r ' ���% ,,,i�°�'"/O�/ ❑Complies O x orthe installed R-values j i % i������,,,� I❑Does Not 'provided. ,%� /iiri p ❑Not Observable I i' ❑Not Applicable 402.2.E r..R ❑Com pli 402.1.1, Floor insulation R-value. R es..... See..the Envelope Assemblies ❑ Wood ;❑ Wood ❑Does Not le for values �[IN1]1 1 4❑ Steel e❑ Steel o❑Not Observable A ;❑Not Applicable , 3....._.2 Floor insulation install ............mrv_ m. L .. m... 03. installed per %% ii; rr/ i %,/"jii«j i//j/%%❑Complies 402.2.8 ~manufacturer's instructions and %✓ ,orr o , r'r „ iiii „r,;x ( �F)oes Not %�%/ [IN2]1 in substantial contact with the i ✓%r% / , '//%j i/jj%r % r/ "oi%/ /"ri / fa [-]Not Observable underside of the subfloor, or floor ' /,//% i %% ;;,,; %/„/ir/r;//%r/%/ ! V ❑Not Applicable *aming cavity insulation is in contact with the top side of Sheathing, Or COntIn0005 insulation is installed on the rii/ underside of floor framing and ,extends from the bottom to the :top of all perimeterfloor framing F Qmembers. -� ~µWall insulation R-value.lIf this is a' -_Wood m. ❑ Wood FJDoespNot -t e ._�......se ._ 40211 __ See the Envelope Assemblies 402.2.5, mass wall with at least /3 of the able for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass UNot Observable requirement applies (FR10). I❑ Steel ❑ Steel T-Not Applicable Q 4 a .-.�....--..a �._ _ ., m.._ .r-. 2 Wall insulation is installed per r �' plies �[IN4]1 manufacturer's instructions, " ,,/r�����,,, [.DDoes Not Not S�] r / Observable " ,i�� %r ., %%�����%�� I Applicable .m ....... i Not Additional Comments/Assumptions: 1 .... .�� .m _ .. .. .. _..,._.. ww_ .. �.� ww) ._ H�gl: Impactti (Tier 1) Medium Impact(Tier ,) 3 Low Impact(Tier 3) Project Title: HAMILTON Report date: 11/14/24 Data filename: Page 7 of10 to ns .. Floes Ve itieaf �± � eau it]ed C � p)�e Co��Areet JAserr�ptiaru M�a(tae t FilialInspection, Pr' ur� rea�raW _... .. .,_... ,,,,..,, I 16 1,3 6 All mechanical ventilation system U,,)niplies V°B" 2,.SJ fans not part of tested and listed ❑'Does Not HVAC equipment meet efficacy //// ' „/ii // / // //,/i;i1 Y / %// ////i /!i%' 'i' ' %A Not Observable ,and airflow limits per Table '///j%%�//%;,�%��� „��'�/„//i//��j,/���//i�/����❑ R403.6.1. //l%%%i% f%'//%' %%/!i /j ❑Not Applicable ,. �1plies 4012 Hot water boilers supplying heat G oor7lies p 11'J,V0," ".through one-or two-pipe heating /�ijj,'/�/�,/ ,/,,;,,��///„ � �,,, /��,F.]Does Not r systems have outdoor setback Y ,control to lower boiler water f %/!lLJNot Observable temperature based on outdoor ]Not Applicable Jemerature. 4ti 5 ,1a1 Heated Water CIrCUIatIOn S)/StemS /if,rii//,//D/i/ iiij" j/ii' i // ii/,rt❑ C;niplle s ///ii/i �ii/ //i i% '%� 1 ;1 !)�^ have a circulation pump.The ,,,,�/ice/ � � �!/i -)Does Not Y pipe ;system return i e is a dedicated return pipe or a cold water supply 'i��%�/ / /�/ �""'' �'��'; ;� ❑Nat Observable / % r %�� / / ❑Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot hot water systemNa. pumps start the pump with signal for hot water demand within the occupancy. Controls �automatically turn off the pump ;When Water Is In CIrCUIatIOn loop is at set-point temperature and no demand for hot water exists. �,, ,,��/ ,� „ / � ,,, 40$5 1,2 Electric heat trace systems �,❑CO m plies / 1�831. comply with IEEE 515.1 or UL ,//�i��;�';/; /,' //,�� %,% *❑Does Not �515. Controls automatically °❑Not Observable n adjust the energy input to the heat tracing to maintain the %" %'%% ' r i//' ,/!%'11INot Applicable u desired water temperature in the .piping. � /�%/,/ii////���%%//�% �r�/ �i'!i/////i/%,/ 463,5:,2 Demand recirculation water_mm.. ;ii%°i%/y% °ff,'%%%///% %%ir% i,%i/ ❑Compliesmm µ ,systems have controls that '% /'/ i i /, // B y /fi/ice%%% /// / � ❑Does Not manage operation of the um 9 p pump �% and limit the temperature of the %'��!%�/�/�' ���/%%%,i;;�/� '�/�/��%///,�� +❑Not Observable r 'water entering the cold water Not Applicable B piping to <= 1049F. .'.Drain water heat recovery units " '�//���� ' ���j°�/ "/'/ mplies °13 IV, tested in accordance with C5A �i,��'�O,��iia�/�� /���%i/�/ii��;'� Does Not B55.1. Potable water-side k pressure loss of drain water heat i%/i; " / i% /' i"' i ❑Not Observable / recovery units < 3 psi for /j��;%�jj �,/' t���,' "% %?❑Not Applicable individual units connected to one 'Ortwo showers. Potable Water- Bside pressure loss of drain water %/,/ „/00; heat recovery units <2 psi for i ' al units Connected t0 %!��� ; / /,//%/l/ �' ,i// 90/o or more showers. ,/i [...��uom lies _..,,three or...... _ -_ 404.1 more of permanent , %%/� , p 1 //�/i"Q//i r//%/��i%/ 'i //� g❑D 0 es Not [F16] :fixtures have high efficacy lamps t �,/ ❑Not Observable ° 1 ❑Not Applicable 404 1.3 g lighting systems have Fuel as li htin ......._ .._... �, �, ���___...�.._ S ❑Complies [ 1231 no continuous pilot light. ❑Does Not x ]NOtObservable '❑Not Applicable ..�.. .. .�. / / /% ' //, Does Not _ . .. ffhy), Compliance certificate posted. ❑/ Complies �//� /�� / �/ ❑Not Observable d ❑Not Applicable licable _u ....... ... ...._.. .. �... .� N�.v �._ U �..._� _ High Impact(Tier - )1 1) ' 'Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: HAMILTON Report date: 11/14/24 Data filename: Page 9 of10 f' 20181 IECC Energy Efficiency a ii Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces)„ Window 0.21 0.30 Door 0.21 0.30 Heating System: Cooling System; ........._......... Water Heater:. NIMBI ON Name: Date: Comments ENT 112 sq.ft. \ �' P O <01 L 39.27' \ flip V, o ro �. � :. WA w '1 P�. OA $pm o f'SS�,5sa�2S APPROVED AS NOTED DATE10 R 5 D : '0'1 a B.P.; O M1 r ,i 1 b d d FEE Sao?. BY: _2L: NOTIFY BUILDING DEPARTMENTAT r I:�'� 1 8 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE / •-� 2. ROUGH-FRAMING&PLUMBING3. INSULATION OCCUPANCY OR n.Y lGj�p,�D I I 4. FINAL-CONSTRUCTION MUST ,I C _ USE IS UNLAWFUL A2 I l�ll L ALL CONSTRUCTION SHALL MEET THE IqO GREAT PO D NA SOUTHOL . N o WITHOUT CERTIFICATE I � REQUIREMENTS OF THE CODES OF NEW OCKADE FENCE YORK STATE. NOY RESPONSIBLE FOR OF 0 C C U PA N CY EX.S DESIGN OR CONSTRUCTON ERRORS Fire separation COMPLY WITH ALL CODES OF required as per ANEW EQUR YORK STATE AND CONDITIONS CODES I�IYS Code ITIONS OF SOUTHOLDTor',IZBA RETAIN STORM WATER RUNOFF SOUTHOL.DTOI NdPLANNINGBOARD So5q Boq L 4, 10 ,, 2 PURSUANT TO CHAPTER 236 SOUTHOLDTOINNTRUSTEES � OF THE TOWN CODE. N.Y.S.DEC SOUTHOLD HPC o Blower door SCHD 13.00, 13.00, ,;, - and ductwork rn testing required. 3q.20' 14,%' a O Must provide Manuals - D, J and S as per All exterior lighting 3q,20' 14,%' NYS Energy Code installed, replaced or OA g © $ repaired shall conform 15,20' $ � g © to Chapter 172 >v of the Town Code g © 14.00' IL00' 15.20' 6� � O 8 5.60 g © 14.W 00' g O 26.00' 1 , 16.81 PLUMBING ALL PLUMBING WASTE { ROPOSED 1 STORY &WATER LINTS REcJ i TESTING BErG^z CC" W/DECK ABOVE EX15T.L0T COVERA �1A R�4M �ROI�DSE� LOT COV�TZ4 �I� RAM 5 ExIST. DEC 1 _O / I- RY A / Y' PROPOSED SCALE: - 20 SCALE 1 - 20 �i ;/ , "/ j $ PLUMBER CERTIFICATION 0 3q,20 EXTENSION ON LEAD CONTENT BEFORE LOT COVERAGE CALCULATIONS LOT COVERAGE CALCULATIONS % i PROPOSED 2 STORY LETTER DIMENSIONS SQUARE FOOTAGE LETTER DIMENSIONS SQUARE FOOTAGE EX15T. A STORY FRAME �i/,;.; ,!,./ CERTIFICATE OF OCCUPANCY g3,o8': ADDITION A 3q.2 X 22A 871320 SF A 3q.2 X 22.4 878.080 5F I I FAMILY DWLG. //%' �/ I SOLDER U,SFn IN WP TER C1,111t,,r0T B 14.0 X 4.0 56,000 SF 6 14.0 X 4.0 56.000 SF C 24.0 X 1416 35q.040 5F C 24.0 X 14AG 35q.040 SF / t r D 8,60 X 5.0 43.000 SF D 8,60 X 5,0 43.000 SF i - A IOU E 1.6 X 11,00 17.600 5F E 1.6 X 11.0 17.600 5F 5_q 35 8 X EXIST.STONE I F 4.41 X 4.61 20,330 SF MY, 'e,bo" ROPOSED DRIVEWAY TOTAL LOT COVERAGE............. 353.7200 5F G 26.0 X 42.0 1.092 TOTAL LOT COVERAGE............. 2,466,05 5F Fo 0 ZONING CALCULATIONS SECTION: 59 BLOCK: g LOT: 10.2 ZONE $ R-80 I co LOT AREA = 30,247 SF NEW Wm TRENN o 1 m� LOT COVERAGE REQUIRED EXISTING PROPOSED 124 ♦q�l 11 PRIMARY DWELLING.............. ....................... ..... 1,310.72 SF 2,423.05 SF �50 4o PORTICO / PORCH................. ....................... ..... 43.0 SF 43.0 SF 20011 2, �OI DECK..................................... ....................... ..... 510 SF 1000 SF (� SHED..................................... ....................... ..... g8.88 SF g8.88 SF I 1\ TOTAL LOT COVERAGE 6.04g 5F Ig62.600000 5F 3564.g30000 5F FO 20.00 % 6488.577 % 11786.061 % FLOOR AREA q0 GFEAT FIRST FLOOR........................ ....................... ..... 1,310.72 SF 2,423.05 SF SECOND FLOOR..................... ....................... ..... 787.g8 SF 1,736.g8 SF TOTAL FLOOR AREA 4,350 5F 20%.700000 SF 4160.030000 SF 14 % 6g36.53g % 13753,52q % FRONT YARD SETBACK..................... 40.00 FT 40 FT XXXXXXXXXX FT REAR YARD SETBACK.......... 50.00 FT 112.04 FT 112.04 FT PLOT PLAN SCALE:I" 20' SIDE YARD SETBACK = SIDE YARD........................... 15.00 FT 43.08 FT 17.09 FT SIDE YARD.......................... 20.00 FT 51.28 FT 51.28 FT SECTION: TOTAL SIDE YARD SETBACK 35.00 FT g4,36 FT 68.37 FT BLOCK: Cl THIS 15 AN ARCHITECTURAL SITE PLAN BUILDING HEIGHT.................. 35.00 FT 25.3 FT 25.3 FT LOT WIDTH............................. 00 FT 128.2G - FT 128. FT LOT: I O� BASED ON INFORMATION SHONN ON A LOT DEPTH............................ 25050.00 FT Ig7.26 FT Ig7.26 26 FT � AREA: 30,24-7 5I= SURVEY PERFORMED BY JOIN T . METZGER L , S , - - - ZONE: R-50 DATED : 6 -8-2016 �F o I � D g � F ENERGY NOTE: o 8 SAFETY/CONTRACTOR NOTE: m TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL ® _ - - JUDGEMENT THESE PLANS AND SPECIFICATIONS ARE IN IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM - - - - \ COMPLIANCE WITH CHAPTER II OF THE 2020 NEW YORK STATE ALL WORK IN A SAFE +f PROFESSIONAL MANNER THAT WILL PROTECT A WO N TE T ALL WORKERS, PUBLIC, ADJOINING o z I 4 0 � 4 � � g � RESIDENTIAL CODE (2020 NYSRC) AND RI03.2 OF THE THE P B 0 nc INTERNATIONAL ENERGY CONSERVATION CODE PROPERTIES, AND OWNERS FROM DAMAGE AND INJURY. /�RCNf EIEVAiIDN 40.21' 16.65 - 20 00' 35.05, TSOE oN E:EA -„� 5.00 112.58' MIN,SETBACK 156.02' MIN! - 40,00 ^ 50.00, MIN,SETBACK MIN.SETBACK Ig4.g0' REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNIGIPALITY AMENDMENTS: SHEET TITLE CONSTRUCTION DOCUMENTS # DATE: BY: # DATE: BY: # DATE: E3Y: - ,� 1 6-7-24 AS PER OWNER M.M. I I f Igo 2 6-Iq-24 AS PER OWNER M,M. 2 2 _ �d �K�I PROJECT NAME HAMILTON RESIDENCE rl. d �,v 1q0 GREAT POND WAY-SOUTHOLD-NY-I1171 5 7-2-24 AS PER OWNER N.M. 3 3 OYSTER BAY DRAFTING SHEET NO. 4 II-14-24 AS PER OWNER N.M. 4 4 I , ,'.- " • AND ARCHITECTURE, P.G. DATE: II 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF aY: M.M. 7 .7, � �,� ,°�'' (516) Q22-5g76 (FAX) q22-6235 d�} WEB: WWW.OY5TERBAYDRAFTING.00M EMAIL: ARGHITEGT@OYSTERBAYDRAFTING.GOM JOB NO:24063 Q 26'-0" 4'-7" 20-0" EORN IDE 5/8"O ANCHOR BOLTS >C.,MAX,I'-0" FROM ANYER °_ e. o ° ° o 0 ------------------------------------------------------------- I -- CONCRETE FOUNDATION CONSTRUCTION (W/ REVERSE SHELF) - 10" WIDE POURED CONCRETE FOUNDATION a NEW i - PROVIDE REVERSE SHELF FOR WOOD STUDS AND SILL PER WALL o a THICKNESS AS PER PLANPLATE5/JOISTS AS REQUIRED INCLUDED n UNEXCAVATED WITHIN 10" WIDTH i 4"th PC SLAB ON GRADE , ,NEW 228"RR @ 16" O.C. I ,NEW 2"X8"RR @ 16" O.C. - FOUNDATION TO SIT ON 20"XIO" DEEP FOOTING TO BEAR ON - W/WWF66-1010 6 MIL POLYETNYELENE UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE VAPOR BARRIER. ; S? 1 - CONCRETE PARGE COAT ABOVE GRADE - ASPHALT WATERPROOFING BELOW GRADE NEW 2"X6"C1 @ 16" O.C. - CONCRETE TO BE 3000 PSI MIN. - #5 HORIZONTAL REBAR @ 36" O.C. W/ MIN 3" EMBEDMENT I LuI - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT ca 3 #5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3 EMBEDMENT + O " - -------- -- ----- ------------------------------------------------------ wI a ANCHOR BOLTS @ 36" O.0 - --- ------------ ------------------------------------------------------- Lp: o i ROOF BELOW CN Lu �_ G 4 NEW -----� \�/ = LL, CRANLSPACE \(3)45 REBARS SET IN _ z \ ACRYLIC TIE ANCHORING NEW .° C5 \ ADHESIVE MIN.6" = \ o v \ EMBEDMENT. UNEXCAVAI�ED Q � ,. � \ a- EXIST. i- 2XI2'NEW RIDGE - - - - - - - - - - - - - - - - - - - - � - - - CELLAR -N 4"th PC SLAB ON GRADE - - - - - - _Ili /N— W/WWF66-1010,6 MIL POLYETHYELENE . " VAPOR BARRIER. w / I \ F — —� 'J. —N ON EW POST ABOVE i ROOF BELOW = ��' •�� 12"X12"X36"DEEP PC FTNG. NEW 3 1/2"STEEL LALLY COLUMN B o �ti�/ TO BEAR ON 24"X24"X36"DEEP PC NEW GAS FLUE FNDN.TO BEAR ON UNDISTURBED SOIL z ; 3I EXIST. PC. FNDN. - I '- " I3'-2" ' _ ?`_ 2 4 co \ 1 / \ NEW 21'X6"C1 @ 16" O.C. \ NEW 2 XIO RR @ 16 O.C. , I NEW 2 XIO RR @ 16 O.C. ° r ° o L ---- ------------ -------- -------- --------- -------------- ------ DROP DN TOP OF CONC. FOR GARAGE DO R 2'-3" q'-0" 3'-6" q 0�� 2'-31; 26'-0" 26'-0" OFORNTATION PLAN - _ ---- - - 5CALE:I/4" - I'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWIN65: MUNICIPALITY AMENDMENTS: SHEET TITLE CONSTRUCTION DOCUMENTS # DATE: BY: # DATE: BY: # DATE: 1 6-7-24 AS PER OWNER M.M. I I � � PROJECT NAME A HAMILTON RESIDENCE K 2 6-Iq-24 AS PER OWNER M.M. 2 2 R C'` ��`�' 1�0 GREAT POND WAY-50UTHOLD-NY-I III I 5 7-2-24 AS PER OWNER M.M. 3 3 a /� 4 0 I STER ]..�1 1 I SHEET NO. 4 4 DR, TING Q➢ 3 3 5 d �. ,,.„ da AND ARGHITEGTURE;, P.G. DATE: rJ'-28-24 d :. 3 r"t' a :...;n: o .., 4 68 WEST MAIN STREET OYSTER BAY, N.Y. I17"11 SCALE: AS NOTED pE 6 � �� d,°'.ova BY: M.M. 7 .b (516) �i22-5g76 (FAX) Ci22-6235 d� WEB: WWW.OY5TERBAYDRAFTING.GOM EMAIL: ARGHITEGT@OYSTERBAYDRAFTIN6.GOM JOB No: 24063 Q 261-011 41-711 61-011 71-311 61-411 341-011 21-211 (4)2'6 V SCREEN 3046� (2)1 3/�l XII '1` LVL (2)2XI2" (2)2XI2 4 U-4 03 U-4 In L_u X Zn Qzl NEW c"I A1= rn 5,IN PORCH 7U 'r LLJ 35'-2" m NEW Zn Q�l STORAGE PROVIDE TEMPERED —7 GLAZING F2 =lzl�l rn 5;; NEW�D 2 2XI2 (2)2XI2" 1_1 113 (2)2XI2' (2)2XI2" 3-0' VIEW C"i 'j 21 Ln NEW Up 2 26 21, m -411 1@5DR-mD oz EXIST. EXIST. EXI$T, EXIST. 3 ------------- —n "Xiol m NEW bN I NEW ID t2\2) 2 X 12"r 30 M G. I. N Up 0 NEW R'mD EXIST (27-) NEW STAIRS DBL. Lli 2 or, FRAMING ALL AROUND 16 51-1011 c� lFp_­5C45 1 NEW ACO 36"HGT.RAl LING�� 9q., STYLE TO BE SELECTED BY EXIST. OWNER ALL RAILINGS TO COMPLY EXIST. EX. I ARDIE SIDINC- H/RCNY5 BLDG.CODE EXIST. EXIST. EXIST. BAT� ry KIN 2 AS PER 2020 IRS BATH CL. I.' 6t&� Qn Z)w coMUD RO QTCHEN 5-< - . LU LLJ 0� k :z: ODQI A Ditlw >< EXIST. FAMILY ROOM rl� /-4X6"NEH POST (3)2XI2'MICROL.NEW BEAM (3)2XI2"MICROL.NEW BEAM 4X6'NEN POST--\ -- — — — — — — — — L C'4 — — — — — — — — — — — — — — — — — — — — — — — — -- L EXIST. MASTER BEDROO EXIST. NEW 3 1/2"5TEEL LALLY COLUMN ll DINING ROOM rn 251-011 cz o NEW 17'- 11 201-011 —EX. HARDIE 51DING Uli r >< 2—CAR GARAGE Lu EKUP u_ /(I) LAYER 5/B" GW5 TYPE-X ON l@SD RMD ON HALLS AND CEILING OF GARAGE EXIST. Lu Lu FOYER m ff EXIST. 41-411 EXIST. 4 CL 31 (2)1 3/4 11 4 LVL (2)1 3/4 XII LVL n LLf q' GARAGE DR. q' GARAGE DR. EXIST. COV. PORCH i i Ln [3 L------------I----------- J 61-qll 12_G11 61-qll 101-011 141-011 III-Oil 31-1011 261-011 FLILRSST FLOOR PLAN SCALEd/4" P-0" REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISION5 TO f=INAL DRAWINGS: ML)NIGIFALIT'T' AMENDMENTS: SHEET TITLE Sr)A& CONSTRUCTION DOCUMENTS DATE: E3r: # PATE: BY: # DATE: 1 6-7-24 AS PER OWNER M.'A4 PROJECT NAME VN HAKLTON RESIDENCE 2 6-lq-24 AS PER OWNER M.N. 2 .2 5 7-2-24 AS PER OWNER 7AN.M. 3. 5. 110 GREAT POND NAY-SOUTHOLD-NY-lIqll 4 11-14-24 AS PER OWNER M.M. 4 4 OYSTER BAY DRAFTINO SHEET NO. F AND ARCHITECTURE, P.G. I�IATE: 5-28-24 '7 5 65 NEST MAIN STREET OYSTER BAY, N.Y. 11-7-71 SCALE: AS NOTED OF 7 -7; (516) CI.22-5g76 (FAX) C`122-6.255 (STERBA'(PRAFTIN6.COM EMAIL: ARrHITErT@OYSTERBAYI?PAFT]Nr,.rom JOB No:24063 Q A 4 20-0" 2X12"NEW RIDGE 7'-4" W/RIDGE VENT 2"XIO" NEW RIDGE W/RIDGE VENT 2X12"NEW RIDGE � W/RIDGE VENT ROOF CONSTRUCTION 261- ' - NEW ASPHALT SHINGLES 154 ROOF FELT (2)3 46 - - ICE AND WATER SHIELD (AS REO.) EGR SS ROOF CONSTRUCTION x _a _ _ YX r y 1 A Yy - PLYWOOD SHEATHING ---- ' I X -1, ,� k I 'Y! ��"Y' , Y Y '�k Y' 'X l '�. /�'Y II II II L NEW ASPHALT SHINGLES \ -- -- - -' --- - --- - -- - -' -- ----- -- _ - 2 X8 ROOF RAFTER @ 16 O.C. (2)I 3 4 XII q' LVL - 159 ROOF FELT NEW 2 6"CT @ V' O.C. - ICE AND WATER SHIELD (AS REQ.) W/R-30 BATT INSULT, NEW 2"X6"CT @ 16" O,C, - PLYWOOD SHEATHING W/R-30 BATT INSULT. 13'-0" II'-8" - 2"XIO" ROOF RAFTER @ 16" O.C. _ Q - ' W NEW o N rrn 1 w j NEW ACQ 36"HGT.RAILING DECK o N o _ C4 STYLE TO BE SELECTED BY = o OWNER ALL RAILINGS TO COMPLY (UNCOVERED) EXTERIOR WALL CONSTRUCTION - W/RCNYS BLDG.CODE -3 ' - NEW SIDING TBS BY OWNER NEW AS PER 2020 IRS NEW NEW � - 15 LBSTINUOUS BUILDNGIGID PAPER/TYVEON (R-5) -��, PLAT A � a ROOM PLAY ROOK PLYWOOD SHEATHING (CANE)RAL )RECREAT. ROOM I/2" GWB W/ VAPOR BARRIER I - 2"W1 WOOD STUDS 3' NEW 2 XI F.J. @ 16 O,C. - R-21 BATT INSULATION (2)210310 - - - 'BARN DR. -_-- - - - _- W/R-lq B TT INSULT. = - VAPOR BARRIER _--- L 3/4"PLY D SUBFLOOR-may _ 51 THICK GYPSUM BOARD ---- --- - Y x r - a 2)1 3/1 XII 411 LV PANTRY INTERIOR FINISH NEW DN (3)2XI2"MICR0L.NEW BEAM ®SDRMD NEW - NEW 3 1/2"STEEL LALLY COLUMN NEW - o TO BEAR ON 24"X24"X36"DEEP PC I RATI 14-5" 20'-3" NET BAF. 2-CAR GARAGE FNDN.70 BEAR ON UNDISTURBED SOIL 2 U �1 NEW - -- - - STORAGE SH F.F.F. G.F.F. 10'-8 ° F.I : 14'-2" _ 0" o w NEW -- - - � CONCRETE FOUNDATION CONSTRUCTION (W/ REVERSE SHELF) IS, BATH 150 CFM - 10" WIDE POURED CONCRETE FOUNDATION - PROVIDE REVERSE SHELF FOR WOOD STUDS AND SILL PER WALL J \ TUB - THICKNESS AS PER PLANPLATES/JOISTS AS REQUIRED INCLUDED 24 WITHIN 10" WIDTH - FOUNDATION TO SIT ON 20"XIO" DEEP FOOTING TO BEAR ON UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE r�- NEW - CONCRETE PARGE COAT ABOVE GRADE _ - ASPHALT WATERPROOFING BELOW GRADE RECREAT. RoON CROSS SECTION n ^ n - CONCRETE TO BE 3000 PSI MIN, (CATHEDRAL CLG.) CN ---_ - --��--I n - #5 HORIZONTAL REBAR @ 36" O.C. W/ MIN 3" EMBEDMENT NEW GAS FIREPLACE 5CALE:114 = I -0 „ „ INSTALLATION AS PER - #5 VERTICAL REBAR @ 36 O.C, W. MIN 3 EMBEDMENT MANUFACTURER SPECIFICATIONS - (3)#5 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT ZERO CLEARANCE e"0 ANCHOR BOLTS @ 36" O.C. TEMPERED GLASS DOORS AS PEA NYS FIRE CODE _ l o I I I 0 I AREA + 7'-0HG7. � I I I I I (2)1 3/4 XII 4" LVL 16- Roof insulation -__ - - (2)3046 Continuous ridge EGRESS Insulation wind Battle 4`°�.� ventilation �- "eninimur space __ `� a ,�� .��s ;, atirvgreYn,""..'p(�x.,s, n..q, 'A ."Y.: .; ,z:� ,v, ,,. ..✓. � '^ Water protection �," �. �, ttic venfrlatian em �'1 It 1,:��,"'a ,'��-��' Rr •:� w .° ,� �;_ s � �"',-„,--~^ o_»,.w,- i 1 I I" I#I �� �� I; (j I' i�� i 11 _�. j 1 1 i E�ai ;1 g t . µ , a' -s i3;1 Is l; } j. I I I - fr I: € , t a (. , 1 26'-01I t d wifl vapor { semi-permeable (latex)paint Continuous swJ p/q ply J¢g �a .& t 5 :1 'r ;6 s•=„3 k p � .k - Conti Fuous VL'J'S"1�1'tJ�l��l�x°. depth .�1 �'u h s 'g,, P'., a f �> (}y rearing de th of S t k>"�� ,"ti'. :�� ..< ,, °' �:C'>.: q2 soffit Vent .- •.r'^'-.,v+t," insulation by using deeper trusses or oversized(Ioncer) IF ,- Vinyl ortrusses CtUttlUrTlIr� ! sealant t1> ( Caulking or LOFT FLOOR_P�PLAN - j ' h SCALE I/ 1 4 0 I II Rigid insulti�n �,; •�.,.,�._ Gypsum board with p�rme�ble - kh; (taped car sealed jtrints� (latex)paint /��II°T(f�3pr�.>'t?�>dy{}«�apVlow-density Cgl�gd�"�Ir1.��sglflcc�l$14�r9, cef l +1V.34.<o i4s'@ -d r sit spray 1itt farm -.. jj - PP r r. i REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRAWINGS: ]74 MUNICIPALITY AMENDMENTS: ``r SHEET TITLE GON5TRUGTION DOCUMENTS # DATE: BY: DATE: BY: E: i3Y: ' R '+ 1 6-7-24 AS PER OWNER M.M. " 5M./�r � � �° PROJECT NAME HAMILTON RESIDENCE 2 6-Iq-24 AS PER OWNER M.M. 2 Iq0 GREAT POND WAY-50UTHOLD-NY—I Ig71 3 7-2-24 AS PER OWNER M.M. 3 3 �' ! �Y 4 11-14-24 AS PER OWNER M.M. 4 4 f" • • SHEET NO. f �-{�� OYSTER 3AY DRAFTING •e�PP°i. 8�. _ �a AND ARCHITECTURE P.G. DATE: -28-24 r�� d a Ila �`` �d ` �" 6b WEST MAIN STREET OYSTER BAY N.Y. 11771 SCALE: AS NOTED OF ,.,��` .�� ��o BY: M.M. 7 7 -7 ;x_ ° (516) �i22-5g76 (FAX) q22-6235 d� WEB: MN.OY5TERBAYDRAFTIN6LOM EMAIL: ARCHITECT@OY5TERBAYDRAFTING.GOM JOB No:24063 Q O i -CV / \ 12 NEW GAS FLUE ASPHALT SHINGLES NEW ROOF u NEW u _ u11 � u m Ll� U ' rLn I I /� N I� u L A/Z ,: ;; u L 7j U LJ U u LJ I L U 2nd.F.F. EXIST. -- 1 �-- - _ -- LT0 ====]m LL-_J I EXIST. EXIST. EXI5T. EXIST. EXIST. -EXIST. F.F.F. _ - L]E D El Ll❑❑El — — — — — — 1 — — — - - — — — - - — — -- �❑❑ NEW ��EW E�L�� I-- LINE OF NEW FNDN., m FRONT ELEVATION - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 0 12 `v 12 ,� � S 1/2 q 1/2 / Li/ 12 NEW VALLEY FLASHING , / \\� "u I // \ 11 i III _ 1 N Iu I ILIYI- ASPHALT SHINGLES _ // \ I11 1 1 �J NEW ACO 36"NGT,RAILING / NEW ROOF �'L L� STYLE TO BE SELECTED BY ASPHALT SHINGLES T u u 11 i OWNER ALL RAILINGS TO C0�1PLY NEW ROOF - W/RCNYS BLDG.CODE AS PER 2020 IRS / NEW— NEW N _� INEW NEW NEW NEW ull �.11 JL 2"d.F,F, 2nd.F.F, I i I i = ELIE] NEW . F.F.F. �r .; ,;�° >;�: ` : ;. NEW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -AL D ZL=- — - - -- - - \ -- -- --- - - - - — G.F.F. . ' - - - - - - - - - - o LINE OF NEW FNDN, m I I o LINE OF NEW FNDN, - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L, RI �gfT ODE ELEVAT10N 5CALE:1/4" = I'-0" CARTAL REAR ELEVATION - -- 5CALE:1/4" = I'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: A& SHEET TITLE GONSTRUGTION DOCUMENTS # DATE: BY: # DATE: BY: # DATE: BY; v �a Il$ 1 6-7-24 AS PER OWNER M,M. I 1 r M. jjo 41 6 a a PROJECT NAME 2 6-Iq-24 AS PER OWNER M.M, 2 2 HAMILTON RESIDENCE 3 7-2-24 AS PER OWNER N.M. 3 3 � ri d �, �,. ��' � K� I10 GREAT POND WAY-50UTHOLD-NY-IIg71 M.N. OYSTER BAY DRAFTING SHEET NO. b,, 'a 4 II-14-24 AS PER OWNER M.N. 4 4 DATE: 5-23-24 Q� 5 5 1 5 d da AND ARGHITEGTUREr G P. . 6 6 s*,",� ' " . n !�: �d ',.:".,, •€ '1' ' 5GALE: AS NOTED 68 WEST MAIN STREET OY BYN.Y. OYSTER BAY, N. 11771 of (FAX) �122-6255 BY: M.M. QD 7 WEB: NNK0Y5TERBAYDRAFTIN6.00M EMAIL: AROHITEGT®OY5TERBAYDRAFTIN6.00M JOB N°:240C 5 Q TABLE R602.3 I CONTINUED TABLE R602.3 I REFERENCE STANDARDS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CLIMATIC t GEOGRAPHIC DESIGN CRITERIA DESCRIPTION OF BUILDING ELEMENTS NUMBER It TYPE OF SPACING OF DESCRIPTION OF BUILDING ELEMENTS NUMBER tTYPE OF SPACING OF ALL INFORMATION 4 SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS NORMAL BUILDING PRACTICES 4 REFERENCES THE FOLLOWING PUBLICATIONS - FASTENER (a,b,c) FASTENERS FASTENER (a,b,c) FASTENERS . 2020 NYS RESIDENTIAL CODE GROUND FLOOD AIR FREEZING SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN WIND DE51GN ROOF FLOOR • 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SNOW LOAD DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS INDEX ANNUAL (MPH)MPH) TOPGRAPHICAL SPECIAL WIND WIND-BOURNE I BLOCKING BETWEEN CEILING; JOIST OR RAFTERS TO TOP PLATE 4-8d BOX (22" X 0.113") OR TOE NAIL 25 2" PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 3-16d BOX (32" X 0.1351); OR AT EACH BEARING, ' 2020 A.F.P.A./ W.F.C.M. CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED TEMP EFFECTS REGION DEBRIS ZONE 3-8d COMMON (22" X 0.131); OR 2-I6' COMMON (32' x 0.1320) FACE NAIL ENERGY CODE 2020 OF NEW YORK STATE FOR SUFFOLK COUNTY 3-I0d BOX (3' X 0.128"); OR 3-3"X0.131' NAILS 26 BAND OR RIM JOIST 3-I6d COMMON (32' X 0.162" NERVY ) END NAIL 30 lbs/sgft B SEVERE 3' AV YES NFIP ( 1500 45'F 125 mph YES NO I MI. C.M.N.W.L. 2 CEILING JOIST TO TOP OF PLATE 4-8d BOX (22" X 0.113") OR PER JOI5T,TOE NAIL 4-10d Box (3" x 0.128") OR FRAMING NOTES 3-8d COMMON (22n X 0.131); OR 4-3` X 0.131" NAIL; OR 3-IOd BOX (3" X 0.128"); OR 4-3 X 14 GA. STAPLES, + TABLE R50 .2.3 3-10d B31" NAILS 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 A�HEADERS WITH BEAMS, GIRDERS, OR 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 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.Ig21); OR NAIL EACH LAYER AS MINIMUM ALTERNATE PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4.2.. TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH PARTITIONS (SEE R802.3.1, RW2.3.2, AND TABLE RW2.5.1(q)) 3-16d COMMON (32' X 0.162); OR FOLLOWS: 32 O.C. AT ITEM MATERIAL FINISH/COATING FINISH/COATING 2• -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 8501 18. -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. 4-3" X 0.131' NAILS TOP AND BOTTOM E=116001000 P.S.I., DOUGLAS FIR LARCH NO. 2. Iq. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO STAGGERED STAINLESS STEEL' SILICONE 3. -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -PROVIDE (3) I'm VENT HOLES AROUND SKYLIGHTS. 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE TABLE 802.5(q) FACE NAIL 10d BOX (3 3 ' X 0.128"); OR 24" O.C. FACE NAIL AT NAILS AND IN ACCORDANCE NOT DIPPED GALVANIZED 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 SECTION 802.3.1 802.3.2 AND TABLE 802.5(q)) „ X 0.131„ NAILS TOP AND BOTTOM TIMBER RIVETS WITH ASTM FI667 PER ASTM AI53 BRONZE OR COPPER 5UB-FLOORING, UNLESS OTHERWISE NOTED. THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. 5 COLLAR TIE TO RAFTER, FACE NAIL OR I4" X 20 GA. RIDGE STRAP TO 4-10d BOX (3' 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 0.148') OR RAFTER OPP051TE SIDES BOLTS / LAG HOT DIPPED GALVANIZED PER ASTM STAINLESS STEEL, SILICONE GALVANIZED. 71-011. 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: AT EACH JOIST OR AI53, CLASS C (CLASS D FOR �� OR � „ „ (INCLUDIPIG ASTM A307 (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 TO PLATE 3-Ifod BOX 3 " X 0.135 ; OR 2 TOE NAILS ON ONE 2-20d COMMON (4' X O.Ig2n);OR RAFTER, FACE NAIL LESS) OR MECHANICALLY GALVANIZED 6. -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/8' THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH NUTS AND ASTM A563 (NUTS) AND 3-10d COMMON (Y X 0.1481); OR SIDE AND I TOE NAIL 3-10d BOX (3' X 0.128'); OR PER ASTM B695, CLASS 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„ WASHERS) ASTM F844 (WASHERS)NAILS STAINLESS STEEL BEARING PARTITIONS AND 32 INTERVALS ON NON BEARING PARTITIONS. 24. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE 4-3' X 0.131" NAILS EACH RAFTER OR u 7. -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE. 28 LEDGER STRIP SUPPORTING JOIST OR RAFTERS 4-16d BOX 3 X 0.135 OR AT EACH JOIST OR MEAL STAINLESS STEEL u TRUSS ( � )� PER MANUFACTURERS ASTM A653 TYPE GI65 ZINC COATED PORK 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 „ 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER 4-16d (32' X 0.135"); OR TOE NAIL ( " ( 2 ") )% SPECIFICATIONS GALVANIZED STEEL OR POST HOT DIPPED 8. -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER POSTS, ALL SURFACES WHICH ARE 18 OR NIGHER THAN ADJACENT SURFACES, AND FOR ALL TO MINIMUM 2" RIDGE BEAM a u , 4-10d 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-lod COMMON (32 X 0.162 ),OR 4-3" X 0.131' NAILS OR FIXTURES. 26. -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION 4-I0d BOX (3' X 0.128'); OR 2q BRIDGING TO JOIST 2-10d (3" X 0.1286) EACH END TOE NAIL MINIMUM AVERAGE COATING WEIGHT OF q, -MICROLAM BEAMS, DESIGNATED WITH AN 'ML' OR "LVL" NOTATION, SHALL HAVE A WORK. 3-3" X 0.131' NAILS 1 2.0 OZ/FT (TOTAL BOTH SIDES) MINIMUM WIDTH OF 1 3/4' PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2800 27. -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE. �' " END NAIL DESCRIPTION OF NUMBER 4 TYPE OF FASTENER (e,b,�) SPACING OF FASTENERS PSI. 28. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. 3-16d BOX (32 X 0.135 ); OR BUILDING ELEMENTS 10. -DOUBLE BEAMS OF STANDARD LUMBER SHALL BE NAILED TOGETHER WITH IGD NAILS 2q. -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS 2-16d COMMON 3' X 0.162' ;OR EDGES INTERMEDIATE u ( 1 u ) (INCHES)h SUPPORTS c.e @ 10'0C AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2' CLEARANCE TO EDGES. 30. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, 3-10d BOX (3 X 0.128 ), OR 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 11. -WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8' IN EACH DIRECTION. ALL WOOD STRUCTURAL PANELS,TABLE R602. ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. SHEATHING TO FRAMING (SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING �8 STUD TO STUD (NOT AT BRACED WALL PANELS) 16d COMMON (32" X 0.162') 24' O.C. FACE NAIL ALLOWABLE DEFLECTION OF STRUCTURAL RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31. -ALL INTERIOR LEADERS ARE TO HAVE 1/2„ FOAM SOUND INSULATION. u a a 30 " - 2" 6d COMMON (2" X 0.113") NAIL (SUBFLOOR WALL)i 6 12 APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLESS OTHERWISE 10d BOX (3 X 0.128 ); OR 16 O.C. FACE NAIL MEMBERS 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) ALLOWABLE 13. -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 1/4 OF THE TOTAL q STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 16d COMMON (32" X 0.162"): OR 12" O.C. FACE NAIL 31 1�" - I" �� 6 12 STRUCTURAL MEMBERS DEFECTION LENGTH OF THE WALL. NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. \ \\ \`;\ AT BRACED PANELS 8d COMMON (22 X 0.131 ) NAIL 14. -PROVIDE CATS AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET LOAD TABLES ( ) 3' X 0.131 NAILS 32 1i' - 1i" 10d COMMON (3" X 0.1481) NAIL; OR 6 12 RAFTERS HAVING SLOPES GREATER VI80 GENERAL CONTRACTOR HIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0' 15 LIVE LOAD DEAD LOAD 16d COMMON (32n X 0.1621) 16' O.C. FACE NAIL 8d 21' X 0.131' DEFORMED NAIL THAN )(2 WITH NO FINISHED CEILING TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT NOT EXCEEDING 10 BUILT-UP HEADER (2" TO " HEADER WITH 2" SPACER) 16d COMMON (32" X 0.1621) 16" O.C. EACH EDGE OTHER WALL SHEATHING g ATTACHED TO RAFTERS NOTES: 15. -DOUBLE INTERVALS FULL STUDS TO BE 51ST NO R DATO JACKKSSTUDSMAYBAROUNDEOPENNGSI INM ROOFS 45 LBS PER SOFT 20 LBS PER SQFT 2THAN FACE NAIL INTERIOR WALL PARTITIONS HAW ,_ „ UNCOVERED DECKS / BALCONIES 60 LBS PER SOFT 20 LBS PER SOFT 33 ' STRUCTURAL CELLULOSIC 3 6 EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3 0 TO HAVE - ------ ---- ---- -- - -- ----- 16d BOX 3 X 0.135 ) 12 O.C. EACH EDGE 2 12 GALVANIZED ROOFING NAIL, HEAD DIAMETER OR FLOORS L/360 - VERIFY ALL PITCH ANGLES PRIOR SINGLE JACK STUDS UNDER q FEET DOUBLE JACK STUDS q FEET AND OVER TO HAVE CEILINGS W/O ATTIC_ 10 LBS PER SOFT 15 LBS PER SOFT ( 2" u FACE NAIL FIBERBOARD SHEATHING I„ CROWN STAPLE 16 GA., I ' LONG TRIPLE JACK STUDS CEILINGS WITH ATTIC 35 L65 PER SOFT 15 LB5 PER 5QFT CEILINGS WITa BRITTLE FINISHES �360 COMMENCEMENT OF WORK, ANY DISCREPANCY WITH " II CONTINUOUS HEADER TO S1UD 8-Ibd BOX (22' X 0.113"); OR TOE NAIL 34 ° STRUCTURALr�CELLUL051C lie GALVANIZED ROOFING NAIL I}' HEAD DIAMETER OR 3 6 ANGLES CONTRACTOR MUST PROVIDE THE 16. -ALL INTERIOR DOORS TO BE 1-3/8 HOLLOW CORE LUAN VENEERED WITH APPROPRIATE FLOORS _ _ 40 LBS PER SOFT 20 L.BS PER SOFT (INCLUDING FA5TER AND STUCCO) HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSETS. 4-8d COMMON (22" X 0.131'): OR FIBERBOARD SHEATHING I CROWN STAPLE 16 GA., I4 LONG CEILINGS WIT I FLEXIBLE FINISHES v24o CORRECT ANGLE IN ORDER TO MATCH ELEVATIONS. 17. -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 4o LBS PER SOFT 20 LBS PER SOFT 4-10d BOX (3' X 0.1281) 35 2" GYPSUM SHEATHING d 12' GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, 7 7 (INCLUDING GYPSUM BOARD) VERIFY ALL FIELD CONDITIONS PRIOR TO 3'-0', (2) 2XIO FOR SPANS UP TO 6'-01, AND (2) 2XI2 FOR SPANS UP TO 8'-0'. RAILINGS 200 LAT AND VERT 12 TOP PLATE TO STUD lu a CONSTRUCTION. 16d COMMON (3 X 0.162 ) 16' O.C. FACE NAIL 12" LONG, 1i' SCREWS, TYPE W OR 5 ALL OTHER STRUCTURAL MEMBERS V240 10d BOX (3' X 0.1281); OR 12" O.C. FACE NAIL 36 " GYPSUM SHEATHING d 3" 7 7 EXTERIOR WALLS - WIND LOADS - H/360 - ALL CONNECTION DETAILS DESIGNED FOR WOR5T \ \ \ \ � ��FLITC�{ PLATE DETAIL I GALVANIZED ROOFING NAIL: STAPLE GALVANIZED WITH PIASTER OR STUCCO FINISH 3" X 0.131" NAIL I4" LONG, I ' SCREWS, TYPE W OR S / CASE SCENARIO; CONTRACTOR SHALL ALERT 13 DOUBLE TOP PLATE SPLICE FOR SDC'S A-D2 WITH SEISMIC BRACED 8-16d COMMON (31' X 0.162');OR FACE NAIL ON EACH EXTERIOR WALLS - WIND LOADS - H/240 ARCHITECT IF SUBSTITUTIONS ARE INTENDED (ALL WALL SPACING ( 25' 12-16d BOX (32" X 0.135"); OR SIDE OF END JOINT WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING WITH OTHER BRITTLE FIN15HES CHANGES MUST MEET THE 2015 WFCM MANUAL 12-10d BOX (3" X 0.1251); OR (MINIMUM 24" LAP 37 " AND LESS 6d DEFORMED (2' X 0.120') NAIL; OR 6 12 EXTERIOR WALLS - WIND LOADS - W120 12-3' X 0.131' NAILS SPLICE LENGTH EACH 8d COMMON (22" X 0.131') NAIL WITH FLEXIBLE FINSIHE5 - ALL MICORLAM'S (ML) ARE BOISE VERSA-LAM (2) BEAMS + (3) BEAMS + (4) BEAMS + (3) BEAMS + (4) BEAMS + 515TERING TO EXISTING SIDE OF END JOINT) STEEL PLATE STEEL PLATES STEEL PLATE 2 STEEL PLATES 2 STEEL PLATES WITH 2 PLATES DOUBLE TOP PLATE SPLICE FOR SDC'S DO DI, OR D2; AND BRACED 12-Ibd 3 " X 0.135' �� � „ „ LINTELS SUPPORTING MASONRY 2,800 PSI � 1.75" WIDTH (UNLESS NOTED OTHERWISE) ( ) ( ) ( ) ( 2 ) 38 - I Sd COMMON (22 X 0.131 ) NAIL; OR 6 12 VENEER WALLS U600 PAD SIDE OF BEAM WALL LINE SPACING ) 25' '� _... r- _ � r- r - r- -I 8d DEFORMED 2 ' X 0.120" NAIL IF REQUIRED TO rx -; �X x ( ) - CONTRACTOR TO FIELD VERIFY EXISTING . rl =. r I - 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND J015T OR BLOCKING (NOT Ibd COMMON (3 " X 0.162') 16" O.C. FACE NAIL 3q I�' - Il" IOd COMMON 3" X 0.148" NAIL; OR 6 12TABLE ATTACH 5HEETROCK - ' =r -1,:, _ - - BRACED AT WALL PANELS 4 ( ) LOAD-BEARING/ STRUCTURAL CONDITIONS/ JOIST - - " ( 2" ") 12' O.C. FACE NAIL 8d DEFORMED (221" X 0.120") NAIL DIRECTIONS UPON START OF "LIGHT" WORK = = -" ='I '16d BOX 3 X 0.135 , OR „ % rx - I rx rr ~; I r - �� �-- �r ,1 ry � - � r � - i r 3 X 0.131 NAILS MINIMUN UNIFORMLY DISTRIBUTED LIVE (REMOVAL OF WALL FINISHES/ SUBSTRATES); ALERT x - x I/2 0 THRU BOLT5- v _. j r 'I r - 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT 3-16d BOX " X 0.135 ; OR 3 EACH @ 16, O.C. TABLE R602.3(1) FASTENING SCHEDULE LOADS (PSF) ARCHITECT OF ANY DISCREPANCIES BETWEEN / SECTIONS ( ) A. NAILS ARE OMMON BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING APPROVED PLANS 4 EXIST. CONDITIONS BRACED WALL PANEL) 2-16d COMMON (32' X 0.162");OR 2 EACH @ I6' O.C. CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: W SHANK DIAMETER OF INCH (20D COMMON VARIOUS CONDITIONS SHOWN 4-3" X 0.131" NAILS 4 EACH @ 16' O.C. USE LIVE LOAD IMMEDIATELY WOOD MEMBERS NAIL), gO.KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK 16110c 16110c I610c 16110c 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX (22' X 0.113'); OR TOE NAIL DIAMETERS OF 0.142 INCH OR LESS UNINHABITABLE ATTIC WITHOUT STORAGE 10 (SEE PLANS FOR SIZES) - - B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 NCH ON DIAMETER CROWN WIDTH - PROVIDE VALLEY FLASHING ALL VALLEYS; N#- 3-16d BOX (32u X 031 OR UNINHABITABLE ATTIC WITH LIMITED STORAGE C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. PROVIDE STEPPED FLASHING @ ALL WALL/ SLOPE STEEL PLATE TO EQUAL _00 0 X 0.113u OR 20 4-8d COMMON (221 X D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 ROOF INTERSECTIONS; GOR-A-VENT FLASHING AS DEPTH OF ADJACENT BEAMS 4-IOd BOX (3' X 0.128"); ORR E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.302) REQ'd (SEE PLANS FOR SIZES) -0 0 0 4-3" X 0.131" NAILS F. WHERE THE ULTIMATE DESIGN WIN SPEED I5 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF BALCONIES (EXTERIOR) 4 DECKS 40 �A— 3-16d BOX (22" X 0.1131); OR END NAIL SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS FIRE ESCAPES 40 - ALL FASTENERS/ CONNECTORS USED IN 2" 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 GUARDRAILS AND HANDRAILS 200 CONNECTION W/ ACQ ND. SHALL BE 51MP50N 4-I0d COMMON (3' X 0.128"); OR CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; 4 INCHES ON CENTER TO FRAMING I "ZMAX" RATED MEMBER5 3-3" X 0.131" NAILS G. GYPSUM SHEATHING SHALL CONFORM TO A5TM C 13% AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD GUARDRAILS IN-FILL COMPONENTS 50 NOTCHING\' DRILLING DETAIL : FOR WOOD \ FRAr'1E\' . SHEATHING SHALL CONFORM TO ASTM C 208 H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL PASSENGER VEHICLE GARAGES 50 17 TOP PLATE, LAPS AT CORNERS AND INTERSECTION 3-10d 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 - CONTRACTOR TO COORDINATE FINAL LEADER/ 2-16d COMMON (32" X 0.162");OR ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOMS OTHER THAN SLEEPING ROOMS 40 GUTTER REQUIREMENTS 4 LOCATIONS 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 SLEEPING ROOMS 30 n 0 01 I/3 OF SPAN I/3 OF SPAN I/3 OF SPAN FACE NAIL BY OTHER PROVISIONS OF THI5 CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. WHERE A - CONTINUOUS GUTTERS 4 LEADER SYSTEM W/ 18 IN BRACE TO EACH STUD A14D PLATE 3-8d BOX 2 " X .0113" ; OR STAIRS 40 0 �NO NOTCHES OR'i ( 2 ) RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON SPLASH BLOCKS TO BE COORDINATED BETWEEN � 2-8d COMMON (22" X 0.131'); OR ONE SIDE OF THE RAFTER AND TOE NAILS FROM L THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE z ;HOLES PERMITTED', --( 1/3 DEPTH OF J015T ( ) NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED CONTRACTOR 4 OWNER � 2-IOd BOX 3" X 0.128n ; OR CL Q 2 STAPLES 1i" O - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW o Q z 1 � Iq IN X 6' SHEATHING TO EACH BEARING 3-8d BOX (22' X .0113"); OR FACE NAIL MINIMUM SPECIFIED COMPRESSIVE STRENGTH ROOF RIDGES ; TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 2-8d COMMON (21" x a131" OR( 2 ) T - WEATHERING POTENTIAL = - ( 1/4 DEPTH OF JOIST 2-10d BOX (3' X 0.128"); OR - PROVIDE ICE 4 WATER SHIELD FROM FASCIA 4 TYPE OR LOCATION OF CONCRETE INSTRUCTION NEGLIGIBLE MODERATE SEVERE n u 2 STAPLES, IN CROWN 16 GA. WITHIN 2' HORIZ. DISTANCE FROM THE INTERIOR _ BASEMENT WALLS FOUNDATIONS AND OTHER CONCRETE EXPOSED TO THE WEATHER 2 500 2 500 2 500 13" LONG ' ' ' ' SIDE OF THE EXT. WALL; TYP. FOR ALL NEW ROOFS, STUD I MJ MI 4 BASEMENT SLABS AND INTERIOR SLABS ON GRADE EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 „ 20 IN X 8' AND WIDER SHEATHING TO EACH BEARING 3-8d BOX 2 " X .0113" OR ' ' ALL TO COMPLY WITH SECTION R405.1.2 OF THE uj c, PROVIDE A MIN OF 2 SEPARATIONS < I/6 DEPTH OF JOIST FACE NAIL c) ( 2 )� BASEMENT WALLS, FOUNDATIONS WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000 2020 NYS RESIDENTIAL CODE. z BETWEEN HOLES 4 NOTCHES FROM7 NOTCHES ARE NOT PERMITTED IN 2-8d COMMON (22" X 0.131'); OR EXP05ED TO THE WEATHER °� w EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES 2-10d BOX 3" X 0.128"); OR ( 1/4 DEPTH OF STUD 2 STAPLES( I" CROWN 16 GA. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 2,500 3,000 FLOOR JOIST 3,500 - ALL LOAD PATHS FROM FOUNDATION TO ROOF o MEMBERS I� LONG CLASS OF MATERIAL LOAD BEARING PRESSURE NOTE: ALL COIL STRAPPING CS TO BE ARE CONTINUOUS 4 AT EVERY WALL STUD o o NOTCHES ARE NOT PERMITTED IN (�•PER 59.FT•) ( ) = THE SAME LOCATION AS HOLES WIDER THAN IN X 8' CRYSTALLINE BEDROCK 12,000 #20 GA. 1 y' WIDE; MADE OF ASTM A653 - FIELD GUT ENDS, NOTCHES 4 DRILL HOLES 5/8, MIN o 1/3 OF SPAN_ * 1/3 OF SPAN 1/3 OF SPAN_ 4-8d BOX (22" X .0113"); OR SEDIMENTARY AND FOLIATED ROCK 4,000 GRADE 33 STEEL (GALVANIZED) OR THROUGH PRESERVED-TREATED WOOD SHALL BE ------ - 3-8d COMMON (22" X 0.1311); OR SANDY GRAVEL AND/OR GRAVEL GW AND GP 3,000 __ __ NO NOTCHES OR EQUIVALENT AS PER THE 2001 WFCM FOR TREATED IN THE FIELD IN ACCORDANCE WITH AWPA ( 2/5 DEPTH OF STUD o ;HOLES PERMITTED', ( 1/3 DEPTH OF J015T 3-10d BOX (3 X 0.128 ); OR SAND SILTY SAND CLAYEY SAND SILTY 2 000 = 1 1 4 STAPLES, I" CROWN I6 GA. GRAVEL AND CLAYEY GRAVEL i t 2 FAMILY DWELLING TABLE A-3.46 UI (SGTN R 31-I.I); SEE SECTION R311 OF THE 2020 5/8' MIN w I ' LONG SW SP SM SC GM GC NYS RESIDENTIAL CODE re PROTECTION AGAINST Q _ z 3/5 DEPTH OF STUD Z CLAY, SANDY CLAY, SILTY CLAY, CLAYEY 1,500 DECAY `" ( FOR DOUBLE STUDS ONLY = FLOOR SILT SILT AND SANDY SILT -� (CL.�ML MN AND CH) _ z PROVIDE A MIN OF 2' SEPARATION - n Lu o 21 JOIST TO SILL, TOP OF PLATE OR GIRDER 4-8d BOX (22n X .0113"); OR TOE NAIL ' `" BETWEEN HOLES 4 NOTCHES FROM x - OWNER SHALL COORDINATE THE USE OF A / EACH OTHER 4 FROM THE ENDS OF 3-8d COMMON (22' X 0.131'); OR PROFESSIONAL "TERMITE BAITING SYSTEM", i MI MIN 1 < 1/3 DEPTH OF JOIST 3-10d BOX (3" X 0.128"); OR �� �� _ z �' MEMBERS " _/� NOTE: THESE PUNS ARE TO �E GOORDIN,4TED BETWEEN THE OWNER � ,4 NYS ENERGY STAR PROPERLY LABELED 4 INSTALLED/ MAINTAINED N � PROVIDE A MIN OF 2 SEPARATION I 1 NOTCHES ARE NOT PERMITTED IN 3-3" 0.131' NAILS ACCORDING TO SUCH LABELING; SEE R515 OF THE -"--PLATE BETWEEN HOLES 4 NOTCHES FROM HERS RATER. OWNER-RETAINED HERS RATER SHALL PROVIDE WORKSHEETS/ CALCULATIONS THE SAME LOCATION AS HOLES 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE (ROOF 8d BOX (21' X 0.113'); OR 4' O.C. TOE NAIL DEMONSTRATING "ENERGY EFFICIENCY" COMPLIANCY WITH SECTION NIIOI.I OF THE: 2015 I.R.G. 2020 NYS RESIDENTIAL CODE re PROTECTION Q I EACH OTHER 4 FROM THE ENDS OF RAFTER CEILING JOIST APPLICATIONS ALSO) Sd COMMON (22" X 0.131"); OR 6" O.C. TOE NAIL AGAINST SUBTERRANEAN TERMITES EXTERIOR t BEARING WALLS MEMBERS Box 3' X 0.1311"' NAILS x 0.128"); OR NOTE: THE INSTALLATION OF FOAM PLASTIC MATERIALS ON THE _ 3" MR 1 BUILDING EXTERIOR SHALL ADHERE TO THE "LABELING/IDENTIFICATION REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ~N SHEET TITLE GONSTRUGTION DOCUMENTS 23 I" X 6" SUBFLOOR OR LESS TO EACH JOIST 3-Sd BOX (22' X „0113'); OR FACE NAIL # DATE: BY: # DATE: BY: # DATE: BY: � , . ' 2-8d COMMON (22 x 0.131'); OR SURFACE BURNING CHARACTERISTICS,t THERMAL BARRIER" I I I ; '° � �� �` IlIl �d PROJECT NAME 3-10d BOX (3' X 0.128"); OR REQUIREMENTS NOTED IN SECTION R316 OF THE 2015 I.R.C. 2 2 2 a � � �," K HAMILTON RESIDENCE 2 STAPLES, IN CROWN 16 GA. 3 3 � ,' , Igo GREAT POND WAY-SOUTHOLD-NY-I Ig71 I ' LONG 3 �'pc �v O`I'STER BAY DRAFTI NCB SHEET NO. a; , 24 2' SUBFLOOR TO JOIST OR GIRDER 3-16d BOX (32" X 0.135'); OR BLIND OR FACE NAIL 4 4 4 #� a .,c a } �o� ANDRGHITEGTURE, P.G. DATE: E-28-24 2-16" COMMON (3 " X 0.1320) 6 6 6 � °- 68 WEST MAIN STREET OYSTER BAY N.Y. tl��l, SCALE: AS NOTED OF OF FE„-�'L � p' � (51(o) c122-54`116 (FAX) di22-6235 B,-: M.M. IQD WEB: WWW.0YSTERBAYDRAFTIN6LOM EMAIL: ARCHITECT@OYSTERBAYDRAFTING.GOM JOB No: 24065 Q GENERAL BAT14 NOTE: SMOKE ALARM FIRE RESISTANCE GENERAL WINDOW NOTES: GENERAL ELECTRICAL NOTES: GENERAL PLUMBING NOTES: FRAMING DETAIL FOR HURRICANE TIES t NAILING SCHEDULE - CAP/RE-ROUTE PLUMBING LINES AS CARBON MONOXIDE REOU I REMENT5: - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP - WIRING METHODS SHALL BE IN ACCORDANCE WITH SECTION WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 REQ'D FOR NEW FIXTURES/ FIXTURE ALARM NOTES: RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN E3801 OF THE 2020 NY W S RESIDENTIAL CODE. ALLOABLE - SHOWERS AND SHEWER/TUB COMBINATIONS NAILING SCHEDULE LOCATIONS AS SHOWN. (PER SECTIONS R314 4 R515 OF THE - PROVIDE (1) LAYER 5/8"TH. TYPE-X GWB STANDARDS SHEET. APPLICATIONS FOR WIRING METHODS SHALL BE IN SH P ES EQUIPPED WITH CONTROL VALVES OF ACCORDANCE WITH TABLE E3801.4 OF THE 2020 NYS THE PRESSURE BALANCE, THE THERMOSTATIC NUMBER OF NUMBER OF 2020 NYS RESIDENTIAL CODE) ONE (1) HR RATED ON ALL INTERIOR JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING - PROVIDE GFI OUTLET(5) IN WALLS AND CEILING OF GARAGE - ALL PROPOSED WINDOWS TO BE ANDERSEN "400" SERIES, MIN 18" RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT MIXING THE COMBINATION PRESSURE FROM FINISHED FLOOR TO TOP OF SILL/ BOTTOM EDGE U.O.N. REQUIREMENTS FOR WIRING METHODS SHALL BE IN BALANCE/THERMOSTATIC MIXING VALVE TYPES LOCATIONS AS SHOWN (TO BE - SMOKE ALARMS AS SHOWN ON ROOF FRAMING WITH HIGH LIMIT STOPS VERIFIED BY OWNER). COORDINATE THESE PLANS SHALL BE INTERNIR=D/ - PROVIDE (1) LAYER 5/8"TH. TYPE-X GWB ACCORDANCE WITH TABLE E3802.1 OF THE 2020 NYS RAFTER TO TOP PLATE (TOE-NAILED) 5EE TABLE 3.4A SEE TABLE 3.4A PER RAFTER CEILING REGE55ED LIGHTING, WALL INTERCONNECTED BETWEEN THE ONE (1) HR RATED ON ALL CEILINGS OF - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ RESIDENTIAL GODS - ALL POTABLE WATER OPENINGS AND OUTLETS CEILING J015T TO TOP PLATE TOE-NAILED SEE TABLE 3.LL SEE TABLE 3AA PER JOIST MOUNTED VANITY LIGHTING 4 CEILING BASEMENT, 15T FLOOR 4 2ND FLOOR IN FINISHED CELLAR THESE PLANS, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL SHALL BE PROTECTED BY AN AIR GAP, CEILING JOIST TO PARALLEL RAFTER FACE-NAILED SEE TABLE 3AA SEE TABLE 3.gA EACH LAP EXHAUST VENT REQUIREMENTS W/ SUCH A MANNER THAT THE ACTUATION STUD FROM FOUNDATION TO RIDGE. - EACH NEW APPLIANCE FOR KITCHEN 4 LAUNDRY AREAS CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3AA SEE TABLE 3.9A EACH LAP SHALL HAVE A DEDICATED CIRCUIT MIN 20 AMP CAPACITY ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3.6A SEE TABLE 3.6A PER TIE OWNER (ALL FIXTURES SHALL BE U.L. OF ONE ALARM WILL ACTIVATE ALL OF - PROVIDE (I) LAYER 5/8"TH. TYPE-X GWB _ ALL NEW/PROP05ED EXTERIOR WINDOWS AND 6LA55 DOORS (VOLTAGE AS PER MFR'5 REQUIREMENTS AS PER SECTION. TYPE VACUUM OR HOSE CONNECTION BACK FLOW BLOCKING TO RAFTER TOE-NAILED 2- Sd 2- IOd EACH END L15TED 4 SUITABLE FOR BATHROOM THE ALARMS IN THE INDIVDUAL UNIT. ONE (1) HR RATED ON ALL INTERIOR PREVENTOR RIM BOARD TO RAFTER END-NAILED 2- 16d 3- I6d EACH END LOCATIONS). THE THE ALARM SHALL BE CLEARLY WALLS AND CEILING OF MECHANICAL DESIGNED TO RE515T WIND LOADS SPECIFIED IN 2020 NYS ALL SMALL APPLIANCE RECEPTACLES IN KITCHEN AUDIBLE IN ALL BEDROOMS OVER ROOM RESIDENTIAL FIGURES R301.2(5)A $ R301.2(5)B AND ADJUSTED FOR LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) WALL FRAMING - SEPARATE SHUTOFF VALVES WILL BE PROVIDED - PROVIDE CEMENTITUOUS BACKGROUND NOISE LEVELS W/ ALL HEIGHT AND EXPOSURE AS PER TABLE R301.2.1.3. ALL UNITS TESTED DEDICATED 20 AMP CIRCUITS AS PER E3101.3 OF THE 2020 TOP PLATE TO TOP PLATE FACE-NAILED 2- I6d' 2- 16d, PER FOOT INTERVENING DOORS CLOSED. ONE AND APPROVED BY INDEPENDENT LABORATORY AND HAVE LABELS NY5 RESIDENTIAL CODE. FOR EACH BATHROOM AND KITCHEN TOP PLATES AT INTERSECTIONS FACE-NAILED 4- I6d 5- 16d J015T - EACH SIDE WONDERBOARD TILE BACKERBOARD - PENETRATIONS THRU WALLS s CEILINGS OR I/2" "GREENBOARD" GWB; CENTRALIZED ALARM HORN FOR ALL BETWEEN THE GARAGE AND ADJACENT POSTED FOR REVIEW IDENTIFYING THE MANUFACTURER, - DRAIN, WASTE AND VENT PIPING AND FITTING STUD TO STUD FACE-NAILED 2- I6d 2- I6d 24' O.C. CONTINGENT UPON OWNER FINAL FINISH SMOKE DETECTORS IS REQUIRED. AREAS SHALL A PROTECTED J FILLING PERFORMANCE CHARACTERI5TIG5 AND APPROVED INSPECTION - PROVIDE ARC,-FAULT CIRCUIT-INTERUPTER PROTECTION FOR HEADER TO HEADER FACE NAILED 16d I6d I6 O.C. ALONG EDGES AGENCY TO INDICATE COMPLIANCE WITH REQUIREMENTS OF ALL NEW CIRCUITS AS PER SECTION E3a02 OF THE 2020 NY5 MATERIALS SHALL COMPLY WITH TABLE P3002.1(1), TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3.5A 5EE TABLE 3.5A PER STUD REQUIREMENTS, COORD. kAV OWNER. _ CARBON MONOXIDE ALARMS AS THE OPENING AROUND THE PENETRATING AAMA/NWWDA 101/1/5/2 RE5IDENTIAL GORE. TABLE P3002.1(2) 4 TABLE P3002.3 OF THE 2020 BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, 2- I6d'•' 2- 16d12 PER FOOT ITEM WITH APPROVED MATERIAL TO NYS RESIDENTIAL CODE. ENDJO15T OR BLOCKING FACE-NAILED - ALL NEW FINISHES, SURFACES, SHOWN ON THESE PLANS SHALL BE RESIST THE FREE PASSAGE OF FLAMES 4 AGGE550RIE5� REQ'T5 TO BE INTERWIRED/ INTERCONNECTED PRODUCTS OF COMBUSTION AS PER - ALL OPERABLE WINDOWS HAYING SILLS LESS THAN 24" ABOVE THE - PROVIDE MIN. ONE (I) WALL SWITCH CONTROLLED LIGHTING FLOOR FRAMING - THE ENTIRE PLUMBING SYSTEM SHALL BE COORDINATED BETWEEN CONTRACTOR BETWEEN THE BASEMENT, I5T FLOOR 4 SECTION R302.5 OF THE 2020 NY5 FINISHED FLOOR AND GREATER THAN 72" ABOVE THE FINISHED OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- IOd PER JOIST 2ND FLOOR IN SUCH A MANNER THAT GRADE OR OTHER SURFACE BELOW ON THE BUILDING'S EXTERIOR LOCATIONS, GARAGE DOOR LOCATION 4 AS ADDITIONALLY TESTED 1 ACCORDANCE WITH P2503 OF THE 2020 BRIDGING TO J015T TOE-NAILED 2- 8d 2- IOd EACH END � OWNER. RESIDENTIAL GODS NYS RESIDENTIAL GORE. THE ACTUATION OF ONE ALARM WILL SHALL BE FITTED WITH "FALL PREVENTION DEVICES" (HAVING NOTED PER SECTION E4001 OF THE 2020 NYS RESIDENTIAL BLOCKING TO JOIST TOE-NAILED 2- U 2- 10 EACH END - ALL BATHROOM CEILING EXHAUST WILL ACTIVATE ALL OF THE ALARMS IN - FIRE-BLOCKING SHALL BE INSTALLED OPENINC75 THAT DO NOT ALLOW A 4" DIAMETER SPHERE TO PA55 GORE. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 16d 4- I6d EACH BLOCK VENTS 4 KITCHEN RANGE HOOD TO BE THE INDIVDUAL UNIT. BETWEEN ALL STORIES 4 BETWEEN TOP THROUGH THE OPENINGS WHERE THE OPENING 15 IN ITS LARGEST OPEN - ALL HEATING, VENTILATING AND AIR CONDITION LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- I6d EACH JOIST VENTED THRU TO EXTERIOR WALL W/ 4' 1 STORY 4 ROOF SPACE. FIRE- BLOCKING POSITION) THAT COMPLY WITH A5TM F 20Q0 AS PER SECTION R312.2 - ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE SYSTEMS AND WORK MUST BE INSTALLED IN JOIST ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- IOd PER J015T DIA. GALVANIZED DUCTWORK (OR SHALL ALSO BE INSTALLED IN OF THE 2020 NY5 RESIDENTIAL CODE. THERMOSTAT 15 PROVIDED FOR EACH SEPARATE HEATING 4 ACCORDANCE WITH CHAPTERS 13-24 OF THE 2015 BAND JOIST TO JOIST END-NAILED 3- 16d 4- I6d PER JOIST STAIRCASE CONGEALED SPACES OF STUD WALLS 4 COOLING SYSTEM AS PER THE REQUIREMENTS NOTED FOR I.R.G. AND PER ALL LOCAL RULES, REGULATIONS BAND J015T TO SILL OR TOP PLATE TOE-NAILED 2- I6d 3- I6d' PER FOOT SIZED AS OTHERWISE SPECIFIED IN AND SPECIFICATIONS PER THE LATEST EDITION OF ROOF SHEATHING PARTITIONS, INCLUDING FURRED SPACES, - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALL5 COMPLIANCE WITH SECTION N1103.1 OF THE 2020 NYS MANUFACTURER'S SPEGIFIGATIONS), REQU 1 REMENTS: THE NATIONAL FIRE GORE. ALL JOINTS SEALED/WRA'PPED Al FOIL PARALLEL ROWS OF STUDS OR (1/2" PLYWD SHEATHING, W/ 8D COMMON NAILS @6"00 EDGE 4 12"OC RESIDENTIAL CODE. STRUCTURAL PANELS 8d IOd SEE ABLE 3.10 (PER SEC. R311.'1 OF THE 2020 NY5RC) DIAGONAL BOARD SHEATHING TAPE. PROVIDE 4" DUCT HOOD W/ STAGGERED STUDS 4 AS ADDITIONALLY FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERIGAN FOREST 4 ALL MECHANICAL SYSTEMS. EQUIPMENT " " " " NOTED IN SECTION R302.11 OF THE 2020 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, - CONTRACTOR TO COORDINATE ALL LIGHTING I X 6 OR 1 X 8 2- 8d 2- 10d PER SUPPORT _ DAMPER; SECURE TO DUCT WORK W/ _ MIN. 36" CLEARANCES (INCLUDING REQUIREMENTS WITH OWNER. PROVIDE ARTIFICIAL APPLIANCES ETC MUST BE LISTED AND LABELED I"X 10" OR WIDER 3- 8d 3- IOd R SUPPORT SEALANT 4 AS PER MFR';; NY5 RESIDENTIAL CODE THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE AND INSTALLED AS PER THE MANUFACTURER'S GS; LANDING FACES MUST CONSIDERED SHEAR WALL5 4 ARE IN EXCESS OF THAT REQUIRED BY ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 6FG) WITH CEILING SHEATHING ADDITIONALLY BE AS WIDE AS SPECIFICATIONS. FOR LANDINGS; SPEGIFIGATIONS LISTING/L.ABEL AND THE GORE - DRAFT-5TOPPING SHALL BE INSTALLED THE GORE. ALL REQUIRED SHEAR WALL SEGMENTS SHALL BE A WALL SWITCHES IN ALL HALLWAYS, BATHROOMS, WALK-IN GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE / 10' FIELD IN COMBUSTIBLE CONSTRUCTION WHERE MINIMUM OF 28 WIDE FOR 8-O HIGH WALL5, 31 FOR a-O HIGH, 35 CLOSETS, 4 CELLAR SPACES. REFER TO ELECTRICAL NOTES PER M1505 OF THE 2020 NYS RESIDENTIAL CODE. STAIRCASE BEING SERVED IF SUCH IS THERE 15 USABLE SPACE BOTH ABOVE 4 FOR 10'-O" HIGH, 4 38" FOR II'-O" HIGH EXTERIOR WALLS AS PER THE SECTION ON SHEET 11 " CONTRACTOR TO PROVIDE NEW WALL SHEATHING GREENBOARD/ OR CEMENT BOARD GREATER THAN 36 ) N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS - THE MAXIMUM WATER CONSUMPTION FLOW RATES STRUCTURAL PANELS Sd IOd SEE TABLE 3.11 AROUND BATHTUB/ SHOWER WALL AS BELOW THE CONGEALED SPACE OF THE REQUIRED ASPECTAND QUANTITIES FOR ALL PLUMBING FIXTURES AND RATION OF 5HEARWALL SEGMENTS. FIBERBOARD PANELS _ MIN. a" TREAD DEPTH (NO PER R30'1.2 OF THE 2020 NYS FLOOR-CEILING ASSEMBLY 50 THAT THE FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH 7/16" 6d 3 - 3' EDGE / 6' FIELD RESIDENTIAL CODE DIFFERENTIAL GREATER THAN 5/5" AREA OF CONGEALED SPACE DOES NOT - AS PER 2020 NYS RESIDENTIAL CODE, SECTION R308: - ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE TABLE P2701.1 OF THE 2020 NYS RESIDENTIAL AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT 2 OL - 3" EDGE / FIELD BETWEEN ANY TREADS) EXCEED 1,000 SF. PROVIDE ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (PAGING "WET GORE. GYPSUM WALLBOARDRD 5d COOLERS 5d COOLERS 7 EDGE-/ 10" 10 FIELD - ALL PROPOSED PLUMBING WORK DRAFT-STOPPING INTO APPROX. EQUAL 5URFAGE511; IN GUARDS 4 RAILS; ADJACENT TO STAIRS/ RAMPS; CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, HARDBOARD Sd 8d SEE TABLE 3.11 MAX. 8 1/4" RISER HEIGHT (NO AREAS AS PER SECTION R302.12 OF THE ADJACENT TO THE BOTTOM STAIR LANDING; FRONT DOOR GOVERNING MUNICIPALITY AND NFPA 72. SHALL UPHOLD THE PROTI=GTION OF - THE WATER SUPPLY FOR DISHWASHERS SHALL PARTICLEBOARD PANELS Sd Sd SEE MANUFACTURER "DIFFERENTIAL GREATER THAN 5/5 2015 I.R.G. SIDELIGHTS) SHALL BE PROVIDED WITH MANUFACTURER'S OR THE POTABLE WATER SUPPLY A5 PER BE PROTECTED BY AN AIR GAP OR INTEGRAL DIAGONAL BOARD SHEATHING P2ao2d THROUGH P2clo2.6.1 OF THE BETWEEN ANY RISERS) INSTALLER'S LABEL, DESIGNATING THE TYPE 4 THIGKNE55 OF GLASS - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, I"X 6' OR IN 8' 2- 8d 2- IOd PER SUPPORT - ALL WALL AND CEILING FINISHES SHALL ALL WIRING FOR NEW SWITCHES, FIXTURES, AND RE-GIRGUITING BACK FLOW PREVENTOR AS PER SECTION P2ao2 �� " 2020 NY5 RESIDENTIAL COPE.; s THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH I5 NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF THE 2020 NYS RESIDENTIAL CODE. I X 10 OR WIDER 3- 8d 3- IOd PER SUPPORT PROVIDE "BACKFLOW PR_VENTER" - NO VERTICAL OPENINGS IN RISERS HAVE FLAME SPREAD INDEX NOT VISIBLE IN THE FINAL INSTALLATION. LABELS SHALL BE ACID ETCHED, OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS WALL SHEATHING R302.Q.1 OF THE 2020 NYS RESIDENTIAL A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING WITH INTERMEDIATE ATMOSPHERIC, (I.E. SPACES) GREATER THAN 4 GREATER THAN 200 AS PER SECTION SANDBLASTED, CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF TO INDICATE CIRCUIT USE FURNISH NFBU CERTIFICATE AT - THE DISCHARGE OF CLOTHES WASHING STRUCTURAL PANELS VENT. COMPLETION OF WORK. MACHINES SHALL BE THROUGH AN AIR BREAK AS I" OR LESS Sd IOd 6" EDGE / 12" FIELD - MAX. 4"oG SPACING BETWEEN CODE. DESTROYED. NO AFFIDAVIT LETTERS WILL BE ACCEPTED. PER P2718.1 OF THE 2020 NY5 RESIDENTIAL CODE. " o ' - PER FIGURE Rao7.1 OF THE 2020 NYS BALUSTERS; MIN. 34" TO MAX. 38" HT GREATER THAN I IOd I6d 6 EDGE / 6 FIELD - CONTRACTOR SHALL VERIFY WITH THE OWNER, LEGATION DIAGONAL BOARD SHEATHING RESIDENTIAL CODE, MIN HANDRAIL - F.P.S.G.-20 (GARAGE-TO-DWELL'G ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (MASTER BATH AND QUANTITY OF LIGHTING FIXTURES AND SWITCHES - PROVIDE NONABSORBENT SURFACES FOR TUB IN 6' OR IN 8' 2- 8d 2- IOd PER SUPPORT 24"CLEARANCE REQUIRED IN FRONT O AREAS): FIRE PROOF 5ELF-GL051NG SHOWER; FRONT DOOR SIDELIGHTS) SHALL BE PROVIDED WITH AND SHOWER AS PER R307.2 OF THE 2020 NY5 " " I X 10 OR WIPER 3- Sd 3- IOd PER SUPPORT SHOWER OPENING - MIN. 6-8" VERTICAL HEADROOM DOOR W/ MIN. 20 MINUTE RATING PER MANUFACTURER'S OR INSTALLER'S LABEL, DESIGNATING THE TYPE RESIDENTIAL GORE. $ MIN 15" REQUIRED BETWEEN CLEARANCE THROUGHOUT SECTION 302.5.1 OF THE THE 2020 NYS THICKNESS OF GLASS 4 THE SAFETY GLAZING STANDARD WITH WHICH PRIOR TO PROVIDING BID ON PROJECT. I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'O.C.AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED O.C.AT THE PANEL EDGE OBTAIN - CONTRACTOR MUST VERIFY WITH HIS LICENSED NIGHER SHEAR CAPACITIES, NAILING REQUIREMEENTTSS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,, SHALL CENTER-LINE OF WATER CLOSET RESIDENTIAL CODE (APPROVED ALT: IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL INSTALLATION. LABELS - SPACING BETWEEN BATHROOM FIXTURES TO BE USED TO MAINTAIN THE LOAD PATH. c - DOUBLE FRAMING ALL-AROUND SELF-CLOSING SOLID WOOD DOOR MIN SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EMBOSSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS 2. WHEN WALL COMPLY WITH FIGURE R307.1 OF THE 2020 NYS 3. CORROSION 5HEATHING NT I5 CONTIROOUS OVER CONKECTED MEMBERS,GAGE STAPLES ARE E TABULATED NUMBER O NAILS BE PERMITTED ER IITTEDDTTO BE REDUCED TO 1-I6d NAIL PER FOOT. (TOILET) AND ADJ. WALL5 OR OTHER REQUIRED FOR THI5 PROJECT PRIOR TO 5UBMITTING A BID. FIXTURES, 4 MIN 21" CLEARANCE REQ'D 1-3/8" THICK) MARK,OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE RESIDENTIAL CODE. IN FROM OF WATER CLOSET (TOILET). - CONTRACTOR SHALL V.I.F. ALL REMOVED WITHOUT BEING DESTROYED. NO AFFIDAVIT LETTERS WILL - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, $ ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS t AT EVERY WALL STUD RISER/ TREAD DIMENSIONS 4 TOTAL - F.P.5.0.-45 FOR MECHANICAL ROOM BE ACCEPTED FOR HAZARDOUS GLAZING AS PER SECTION R505 OF PROJECT. C ETC. FOR RELOCATION A5 REQUIRED FOR THE 67ENERAL L 1 GHTI NG NOTES: RISER QUANTITY AT START OF LIGHT DOOR INTO DWELLING/CELLAR THE 2020 NYS RESIDENTIAL GODS. GONSTRJGTION" � PRIOR TO PRO.lEGT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT ; COORDINATE ALL OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO I. - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DE51GN CRITERIA TABLE LOCATED ON GNTfi�AL /G FABRICATION; DESIGN APPROVALS COMMENCEMENT OF WORK 4 BIDDING CONTRACTOR TO COORDINATE ALL LIGHTING DE51GN STANDARDS SHEET. REQUIREMENTS WITH OWNER. PROVIDE ARTIFICIAL 2. - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS (1/2' PLYWD SHEATHING, W/ SD COMMON NAILS @6"oc EDGE NOTE-5: WITH OWNER AUTOMATIC FIRE SPRINKLER SYSTEM REQUIR ENT5 FOR CUSTOM I t 2 FAMILY ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 12"oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST t PAPER ASSOCIATION WOOD FRAME CONSTRUCTION 6FG) WITH WALL SWITCHES IN ALL HALLWAYS MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS t ARE IN EXCESS OF THAT I. PROVIDE "WHOLE HOUSE" - BUILDER SHALL FIELD-VERIFY CUSTOM HOMES (PER SECTION R313 OF THE 20 5 Io R•C4 BATHROOMS, WALK-IN CLOSETS, 4 CELLAR SPACES. OF 28 WALLS,) REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL SEGMENTS SHALL BE A MINIMUM " WIDE FOR 8'-O" HIGH 31" MECHANICAL VENTILATION SYSTEM LOCATIONS OF INSULATED WALLS REFER TO "ELECTRICAL NOTES" SECTION ON SHEET FOR q'-O" HIGH, 35' FOR 10-0" HIGH, t 38" FOR II'-0' HIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF THAT MEETS THE REQUIREEMENT5 OF ABUTTING PG FOUNDATION/ STAIRCASE GENERAL CONTRACTOR SHALL FURNISH t INSTALL A COMPLETE N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS 5HEARWALL SEGMENTS. SECTION M1505 OF THE 2020 NY5 ON CELLAR, FIRST 4 SECOND STORY FIRE SUPPRESSION 'WATER SPRINKLER HEAD SYSTEM" AS PER THE REGULATIONS t REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION 3. - ALL UPLIFT CONNECTORS t NAILING SHALL BE IN ACCORDANCE W/ DETAILS SHOWN, ALL LOAD PATHS SHALL BE AT EVERY RESIDENTIAL CODE, CAPABLE OF LEVEL IN REGARD TO FUR-OUT 13 (NFPA-13D) OR THE REGULATIONS REQUIREMENTS OF SECTION P2g04 OF THE 2015 I.R.C. -ALL ELECTRICAL WORK SHALL BE CONFINED TO EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. 5UPPLYIN6 OUTDOOR VENTILATED AIR REQUIREMENT ® CELLAR LEVEL 4 " �� THE SPACE AND LOCATION ALLOWED FOR IT, AND 4. - ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNYS. ALL MINIMUM 3'-0" WIDTH STAIR WATER SPRINKLER HEAD SYSTEM DE51GN ENGINEER PROFESSIONAL SHALL BE RETAINED BY THE OWNER THROUGH COORDINATION WITH THE GENERAL NEW FIREPLACES ARE TO BE PROVIDED W/ A51­1 DUMPS t FRESH AIR INTAKES. OF 15 CUBIC FEET PER MINUTE (CFM) REQUIREMENT (SINGE CELLAR STAIR IS CONTRACTOR. SHALL BE IN STRICT CONFORMANCE TO THE 5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED, PROVIDE (3) 1"0 VENT HOLES(-15 L/s) PER OCCUPANT ON THE BASIS CONTAINED UNDER FIRST STORY NATIONAL ELECTRICAL GORE, GOVERNING AROUND SKYLIGHT. OF TWO OCCUPANT5 FOR THE FIRST STAIR PERIPHERY). COORDINATE 'WATER SPRINKLER HEAD SYSTEM" DE51GN ENGINEER PROFESSIONAL SHALL SUBMIT SCALE DRAWINGS SNOWING ALL SPRINKLER HEAD LOCATIONS, MUNICIPALITY AND NFPA 72. 6. - ALL WINDOWS t DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ ASTM E Igg6 t 1886 AS BEDROOM $ ONE OGGUPANT FOR FINAL STAIR LOCATIONS 4 TYPE, WATER FLOW PIPING REQUIREMENTS t SHUT-OFF VALVE INFORMATION FOR BUILDING DEPARTMENT REVIEW, APPROVAL t RECORD. MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RE515TANCE IN IIOMPH WIND ZONE5, CONTRACTOR - CONTRACTOR SHALL INSTALL, AS PER OWNERS TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE EACH ADDITIONAL BEDROOM. POSITIONING WITH STAIR HEAD LOCATIONS t ANY OTHER FIRE SUPPRESSION ITEMS AS SHOWN ON THESE PLANS SUBJECT TO RECONFIGURATION t QUANTITY CHANGES AS DIRECTION, ALL WIRING FOR NEW SWITCHES, ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/21th PLYWOOD STRUCTURAL PANELS, SHALL BE GENERAL CONTRACTOR TO MANUFACTURER/ STAIR DETERMINED BY THE "WATER SPRINKLER HEAD SYSTEM' DESIGN ENGINEER PROFESSIONAL. FIXTURES, AND RE-CIRCUITING NECESSARY To PROVIDED FOR EACH WINDOW t DOOR OPENING NOT EXCEEDING V-O" (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND COORDINATE CONTROL ZONE SUBCONTRACTOR PRIOR TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF A MIN OF 6' BEYOND THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION t SHALL BE LABELED W/ THE REQUIREMENTS WITH OWNER. FABRICATION 4 INSTALLATION IN EXISTING FIXTURES AND LABELING OF CIRCUIT CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION, t SHALL BE FIELD. BREAKERS TO INDICATE CIRCUIT USE; FURNISH NFBU ACCOMPANIED BY ENOUGH 2-1/2' #8 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12'oc AROUND 2. GENERAL CONTRACTOR SHALL CERTIFICATE AT COMPLETION OF WORK. PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE U5ED(MIN 4gOlbs INSTALL ALL CENTRAL A.G. WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE EQUIPEMENT AS PER MANUFACTURER'S HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS. FOUNDATION - CONTRACTOR SHALL VERIFY WITH THE OWNER, 7, - ALL RAILINGS t GUARD RAILS SHALL BE BETWEEN 36" t 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE W/ R315.21 t SPECIFICATIONS. GENER�4L LOCATION AND QUANTITY OF LIGHTING FIXTURES CONTRACTOR SHALL PROVIDE REQUIREMENTS: AND SWITCHES PRIOR TO PROVIDING BID ON NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4" 0 SPHERE, UNLESS IT IS THE VISITNG BUILDING INSPECTOR NITH PROJECT. TRIANGULAR OPENING FORMED BY THE RISER TREAD t BOTTOM RAIL - WHERE A SPHERE 6" IN 0 MAY NOT PASS THROUGH. FACTORY LITERATURE/ OUT SHEETS -ALL SPECIFIED P.G. FOUNDATIONS SPECIFIC TO INSTALLED CENTRAL COMPLY W/ 2020 NY5 RESIDENTIAL - CONTRACTOR MUST VERIFY WITH HIS LICENSED A.G. EQUIPMENT AND VERIFY WHETHER GORE: R404.1 AND R403 ELECTRICIAN IF AN UPGRADE OF ELECTRICAL POSTING NOTES: THE INSTALLATION MEETS THE SERVICE 15 REQUIRED FOR THIS PROJECT PRIOR -ALL SPECIFIED P.G. FOOTING COMPLY I. PROVIDE SIMPSON STRONOTIE ZMAX GALV. POST STAND-OFF BASE AT MANUFACTURER'S REQUIREMENTS IN TO SUBMITTING A BID. REGARD TO INSTALLATION YV 2020 NY5 RESIDENTIAL CODE ALL "POST TO FTC, OR FOUNDATION" CONNECTIONS (UNLESS POSTS BEAR CLEARANCES, STRUCTURAL R403.1 - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, DOWN ON EXISTING WOOD SILL PLATE; Y.I.F.) SUPPORT/AFFIXMENT $ ADHERENCE METERS, 5UB-PANEL5, ETC. FOR RELOCATION AS TO MANUFACTURER'S REGIUIREMENTS - FOUNDATION WALL TO EXCEED 4 REQUIRED FOR THE PROJECT. CONTRACTOR MUST FOR FIRE-RESISTIVE MATERIALS IF ABOVE ADJACENT FINISHED GRADE AS ALSO NOTIFY THE ARCHITECT OF LEGATIONS IF 2. POSTING FOR HEADERS ABOVE DOORS � WINDOWS (I.E. GARAGE DOOR PER R404.1.6 OF THE 2020 NYS NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT OPENINGS) NOT SHOWN U.O.N.; PROVIDE KING/JACK STUD "POSTING" DOWN REQUIRED (BY THE MANUFACTURER) IN RESIDENTIAL CODE VICINITY OF THE CENTRAL A.G. OF WORK 4 BIDDING TO EXISTING WOOD SILL PLATE. INSTALLATION WALL5, FLOOR 43. VERIFY IN FIELD ALL POST, PACKED STUD $ LALLY COLUMN LOCATIONS ROOF. PRIOR TO INITIATING WORK. ALERT THE ARCHITECT @) 516.a22.5116 OF 3. PROVIDE MIN. ONE (I) CEILING ANY DISCREPANCIES AS THIS MAY AFFECT BEAM LENGTHS. REGE55ED I'XI' AIR SUPPLY DIFFUSER; WHITE TRIM IN EACH FIRST 4 SECOND 4. STUDS SHALL BE A MIN. OF NO. 3 GRADE, STANDARD OR STUD GRADE STORY ROOM AND HALL LOCATIONS. LUMBER AS PER SECTION R602.2 OF THE 2020 NY5 RESIDENTIAL CODE 4. PROVIDE "WHOLE HOUSE" AIR RETURN CEILING RECESSED VENT(5); REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ; _ P SHEET TITLE GONSTRUCTION DOCUMENTS CONTRACTOR TO COORDINATION # DATE: BY: # DATE: BY: # DATE: BY: LOCATION(5) WITH OWNER. 1 6-7-24 AS PER OWNER M.M. I � „ 4`� 4c+ S a PROJECT NAME HAKI-TON RE5IDENCE 2 6-Iq-24 AS PER OWNER M.M. 2 2 ��"� _ b 110 GREAT FOND WAY-SOUTHOLD-NY-11a11 5. GENERAL CONTRACTOR SHALL COORDINATION ALL AIR SUPPLY AND 3 7-2-24 AS PER OWNER M.M. 3 3 _`°' O`I'STER BAT DRAFTI NO SHEET NO. RETURN LINES/RUN5 WITH CENTRAL 4 4 ' �' ''' , 5 5 '� da AND ARCH I TEGTURE, P.G. DATE: 5-28-24 A.G. SUB-CONTRACTOR. fit, ;amq � ; �' �d,�.'n,.Y t ,.," .q 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF 7 n &MN (516) q22-51-16 (FAX) cf22-6235 BY: M.M. QD WEB: WWW.OYSTERBAYDRAFTIN6.GOM EMAIL: ARGHITEGT®OYSTERBAYDRAFTIN6.GOM JOB NO: 24065 Q .NOTE — PROVIDE ROOF VENTILATION AS PER R806 OF THE 2020 WrS PREFORMED TYPICAL OF EACH RIGHT RESIDENTIAL CODE VENTILATION OPENINGS SHALL BE PROVIDED WITH RIDGE VENT ANGLE ALONG PERIPHERY OF CORROSION RESISTANT WIRE MESH WITH MINIMUM TO " MAXIMUM OPEN I N&S. / SCREEN CORNER STUD CORNER STUD 'IST FLOOR 70 2ND FLOOR' 8 4 � SOLDERED CONNECTED TO I,� CONNECTED TO � TOTAL N=T FREE VENTILATING AREA SHALL NOT BE LESS THAN I TO 150 TRANSFER SHEAR TRANSFER SNEAK / 1 OF THE AREA OF \SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS h \ 2° HOLE @ �/-SEE DETAIL "F' „ —2-16d COMMON � 2-16d COMMON _ i ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. 6 O.C. NAIL AT 6" O.C. NAIL AT 6" O.C. A MINIMUM OF I INCH SPACING SHALL BE PROVIDED BETWEEN THE SINPSON STRONG-TIE TYPICAL OF EACH RIGHT INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. ANGLE ALONG PERIPHERY OF I -SIMPSON STRONG-TIE I � � HOEDOWN � TENSION ly TIE NDU5-SDS2.5 #14 / "FOUNDATION TO IST FLOOR' HOLDOWN 4 TENSION LLB' �`✓ \� TIE (2) NDU5-SQS2.5 j/ ' II \\ GA. (14-SDS/" X 2 y° / SEE DETAIL "G' SHINGLES SCREWED TO MIN. DBL. _ PREFORMED RIDGE VENT-\ #14 IGA. (14-5DS y X SCREEN SOLDERED PROVIDE INSULATION B�''t��L.�S CLEAT @ � / 2y SCREWED TO MIN. �� `� STUD) (% 0 ATR. AREA OF 2ND NEW WORK (FOUNDATION/ IST FLOOR): \ 12"OC \ DBL. STUD) (%" 0 ALL �� ANCHOR BOLT MIN. 5 y" PROVIDE HOLD DOWN CONNECTIONS AT EX15 MING HOUSE N AN`r I NSULATOD RAFTER BAPS R2 - RIDGE VENT DETAIL THREAD ROD FROM 2ND EMBEDMENT SET IN NUD51LL TO FOUNDATION AS PER DETAIL G 4 FLOOR FLR. TO I5T FLR. ACRYLIC TIE ADHESIVE) TO FLOOR ANCHORING AS PER DETAIL "F" - - CORNER POST BELOW) 2"HOLE @ 0O.C. CLEAT @12"OC �- CORNER, END WALL, POST G - CORNER NOLDOWN TO FOUNDATION SHINGLES I TYPICAL OF EACH RIGHT CONTRACTOR TO PROV I D HOEDOWN FROM FLOOR TO ANGLE ALONG PERIPHERY OF INSTALL 65ABLE END VENTS FLOOR (TYP.) 'IST FLOOR TO 2ND FLOOR" MECHAN I GAL S`1'STEM SU I TA5LE / \FOR MIN 10/500 CF= ATTIC SPACE /--SEE DETAIL 'IF"E SIMP50N STRONG- _ i TIE HIGH WIND-RESISTANT RIDGE RIDGE VENT _DETAIL _ - - _ STRAPPING C520 TYPICAL OF EACH RIGHT 5CALE:1/2' = I'-0° / 920 GA. (14-0 ANGLE ALONG PERIPHERY OF / TOTAL NAILED ON / "FOUNDATION TO IST FLOOR" RAFTER TO RAFTER �/-SEE DETAIL "G' BENT ACROSS _ / RIDGE) ONLY BEND / STRAP ONCE i i a P� �—5IMP50N STRONG- c `� ®- RIDGE TENSION STRAPS TIE HIGH WIND- 0. RESISTANT STUD TO RIM JOIST SP2 I #20 GA. (6-10D TOP RAIL i NAILED TO MUDSILL) (6-IOD ! 2X2 WD. NAILED TO STUD) BALUSTERS; 4" VTR o BOTTOM RAIL \�� MAX. 4" O.C. ROOF AS PER NYS —RIM JOIST 9 / 4_1 j BUILD. CODE SIMPSON STRONG- 0 d �, \_ TIE SEISMIC 4 F FOUNDATION SLAB c \ WD. DECKING ` � = HURRICANE TIE _ _ I I/2 1 1/2 NEW BATH H2A 418 GA. (5-SD NEW NET BAR L -T - - - - i - - - i - - - 7 - - - - � X I y" NAILED TO I I Q 1 1/2 11 1/2 1 1/21 RAFTER/ TRUSS) 11 1/2 1 DECK JOIST (2-8D X I y" NAILED 1 WB I 1 (SEE PLANS) TO PLATES) (5-SD 1 1 w WC 1/2 I SHOWER I TUB 2 CO X I y" NAILED TO CO I I/ z 2nd FLOOR STUD) en Rd Rd ZI - CONNECTION DETAIL @ FOUNDATION RA - RAILING DETAIL 21 1 TO WALL CONDITIONS _ _ 1112 _ _ _ NEW 1/2 BATH (1) 5P2 (ZMAX) STUD PLATE 1 1/2I TIE @ EA. STUD LOCATION 1 i WB 1 CO 3 WC 1/2 CO Ist FLOOR NOUS ® - ROOF RAFTER TO TOP PLATE t STUD TO HOUSE DRAIN ���tM�l N RISER �1�4 1M WOOD POST SCALE:NTS 4 y'� THRU BOLTS 5/8' I.Q. HEX NUT W/ LOCK 2"X41I DBL. TOP PLATE 5/8' 0 BOLT+ 1/16' (FOR SIZE OF WASHER- TYP. ti\ 2 2"X 4" WD STUDS @ 1611 O.C. HOLE) ®� NEW " 0 ANCHOR BOLT THRU BOLTS I I/4'I W/ 1/2" GW13 ON EACH SIDE AL 3 Y ro L 3/4" BEARING PLATE ALLY COLUMN 24"x24"xl2`d PC FOOTING \ / (3000 psi MIN.); (3)#5 3 f q 1/411y (2) ACQ SILL PLATE REBARS @ 12 O.C. IN 2 0 TREAT EA. DIRECTION THRU BOLTS SEE PLAN FOR SIZE t _ CONC. FOUNDATION WALL r\ N y 2"X 4" SOLE PLATE /—FINISH TILE FLOORING 8' EMBEDMENT 9,4,, LBPS 1/2 %"m ANCHOR BOLTS NT . PARTITION WALL DETAIL MIN. 5Y" EMBEDMENT I P _ I I __ - - -- _ - SET IN ACRYLIC TIE ADHESIVE SCALE:N.T.S. NCHOR�OLT+ gEARIN PLATE DETAIL O STEEL LALLY COLUMN CONNECTORS LALLT COLUMN CAP5 AND 1315E5 TO BE ENGINEERED TO RE515T AN UPLIFT OF WO 1b5 PER CONNECTION SCALE:NTS � THIS DETAIL 15 THEREFORE SUBJECT TO CHANGE � 0 STEP DETAIL REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE # DATE: g DATE: BY: # DATE: BY Y: # ��A��� 9 D GONSTRUGTION DOCUMENTS : FYI >�yi+ 1 6-7-24 AS PER OWNER M.M. I I ' '' �� PROJECT NAME HAMILTON RESIDENCE 2 6-lq-24 AS PER OWNER N.M. 2 2 ' <1�r+ A �v 110 GREAT POND WAY-5OUTHOLD-NY-11111 3 7-2-24 AS PER OWNER M.M. 3 3 K "``: t'''`r e OSTER A)' DRAFTI N6 SHEET NO. Y B 4 4 41 .k DATE: �-28-24 Q➢ 5 5 , ,d ANID ARCHITECTURE, P.C. a➢ _2 1vo i � �d. ,: scALE: AS NOTED OF 6 6 6 4p-, �ha h Wdl a 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 7 ? 0; � 4 ova (516) ci22-5a76 (FAX) ci22-6235 WEB: WWW.OYSTERBAYDRAFTIN6.00M EMAIL: ARGHITEOT@OY5TERBAYDRAFTING.GOM JOB NO: 24065 Q 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 SHALE-::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 FINI5HED.;CR.ADM'::::* D RESt*�bJ.NG OF THE LAWN AS DIRECTED BY THE OWNER. COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF DTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL"5NAEL Nat'.:::��..PLACED::)tGAINST 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 HIS WORK. ARE PROF.E.PlY. EI ACED�•TQI :::AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. CRITERIA PRIOR TO SUBMISSION OF BI DS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE ' ' ' ' ' 3-'GRADff�ia AkRI)1Jf....... L 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 S1f 1::tNiCLUDING 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 • ::: :{J.NLE55 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 CO f j2;;:OR AFaY SUB-CONTRACTORS NOR::::• �-::�:T'::OONTRACI:OR 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..CO.NTRACT0.R:::-.%. ALL'•NOT EXTEND TO TIDE. .. C*UR.55 CURB:-UT5 AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY t 2020 NY5RC.. 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES. DODi :ANID WINDOW NOTES: PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN ON THE PART OF THE CONTRACTOR SUB-CONTRACTORS OR THE 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR NAS CONTROL OR CNARGE.3F CONSIIOION M AtfS..:SEQUENCES :OR ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER INCLUDING THE I :. I- ALL 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 SNA :;�E RESPQN >BLE F.QR ADEQUATT.BRACING' J:p::.• INSECT SCREENS I JAM " ADDITIONAL SERVICES OF ANY OUT5ID.= AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, EXTERMINATION, BORINGS, .• ..• , GRILLS B EXTENSIONS TRIM, ETC., WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED T0. UNDERPINNING, SITE DRAINAGE ADDITIONAL CONSULTATIONS SITE VISITS CERTIFICATION LETTERS AMENDMENTS, AS BUILT DRAWINGS ETC. PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE :I?LSTORTIC�f AND MISALIGNMENT ACCORDING TC3;::::::::.. . 2_ ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. APPLICABLE CODES. .""' :" 3- ALL WINDOWS t 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 THI5 PROJECT FO.R.:BIDDING AND/OR THE 'NEGOTIATION AND ADM Tf�ATFON'..OF THE CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS DOORS SHALL BE ORDERED WITH LAMINATED GLASS. EXISTING SITE CONDITIONS 4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIONS;.AND/01� OBSERVATION OF THE CONSTRUGTI.O.N. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW t DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. 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 REGART3ff1G;*:CEASSIFICATION AMPLIFICATION OR EX'LANATION OF TNE.`17RA.' OR IF THERE ARE ANY DISCREPANCIES WITH SIZES IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO AND STRUCTURES SHALL BE REMOVED AND REPLACED AND 5HALL BE SUBJECT TO APPROVAL OF THE OWNER. "" " '"" COMMENCEMENT OF ANY WORK. NOTATION, OR REQUEST FOR PERMISSION TO VARY:.QR DEVIATE'`isf�Ql:�:THE REQUIREMENTS OF THESE DRi Mt';S:::-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 ARE`SET FORTH IN`.i4. LING AND ADD ESSED To THE:OWN.R`-:-%:i:F:fi-HE 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 THESE REQUESTS TO THE ARCHITECT, THE.A{� 171 CT WILL WITH REA5p1..... PROF7F' ... CONSIDER .THE.MATTER AND RESPOND IN ROOFING: AGREED UPON BY THE OWNER. WRITING TO THE OWNER FOR TRANSMITTAL Td*TNE:::PARTY CONCERNED. THE ARtNJTECTAREPRES. DOESiNO.T, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 3 ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT ANY RESPONSIBILITY WITH REGARD TO"THE ABOUT?I:-ENTIONED TYPES OF IN' ky-:UNLES5:AI30VE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE UTTERS AND LEADERS AS REQUIRED THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR :::::::•• .%'.. G LE DER RE RED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER SYSTEM. ANY OTHER CONDITIONS, TEMPORARY PROTECTION AND'STRCC URES .... DRAINAGE I- THE CONTRACTOR 5HALL%' .RE5P0N IBLE FOR TEMPORARY EL•E- RIC t�A�.":.."!R. TOIL .:T::%.A ILITIES FENCING BARRICADES SECURITY AND 3 ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. 4- DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL . ...&E.. 5... G.T. , ., "'" ....F.Q , 4- ALL WORK SHALL BEAR A WRITTEN ONE I 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'"::�k.T�JEEN'TNf .QNNER AND THE CON7RA�TOR. UP.O::COMPLF-TON OF WORK, THE CONTRACTOR SHALL BROOM BROUGHT TO THE ARCHITECT'S/REPRE`S. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFEGTED'"'AREA5�"'AfJD::::CART A-WAx'ALL DEBRIS. ACCEPTANCE ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. :::: 5- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE 2- THE CONTRACTOR,•.SHALL CONW?'-T ALL WORK TO PRECLUDE THE"*�fEEET5 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 TG1�;..SNAj1(..ASSUME""AEE :RESPONSI) ILITY AND EXPENSE OF' Ei P0RARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS 6- FOP. ROOFS PITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT SNINGLE5(UNLE55 OTHERWISE NOTED) OVER 15# FELT I LAYER OF SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARE:.T0:BF PROV.iftD BETWEEN WORK AREAS AND THE REST OF THE BUILDWG. UNDERLAYMENT REQUIRED WHEN ROOF PITCH 15 4:I2 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL ARISING THERE FROM. 3.- EACH:fflNTRACI�R:SHALL':BE RESPOI451BLE FOR ALL LOSS 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 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS•-`::flEA:T, WINES OR OTHER::t}NFO(2ESEEN;..DfY�;}CtJ#TIES THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HI5 CONTRACT. UNDERLAYMENT WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. I�t Tf IE.EVENT OF ANY: �USPENSION�OF W012f�; E t-.g CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HI5 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 DAF1A� :,OR LOSS. ANY WORK OR MATERIALS Tk :•;HAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND 51X PER STRIP SHINGLE CONSIDERED FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION, LACY:::::;:::.SUB-CONTRACTOR TO SO..PROTECT HIS WORK OR T.MTERIALS SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN I:I2 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. `•::w. ::::*- THE':CONTRACTOR SHAft-*::CONDUCT ALL WORK IN'"SUCH A MANNER 50 TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-O" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF OVERHANGS. 8- CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE I5 REQUIRED FOR THI5 PR6%3kj ?:ADJACENT STRUCTURES 11PI Y1�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. OF REPLACE SAID DAMAGED ITEINS:T'Q::":THE• 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 LOCATIONS OF MAST5, METERS, SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FQ�:::THE MOJECT. 'BEAR ANY•`'ALNTU::ALL COSTS':-ASSOCIAT:E'D 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 ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. MI5C.E IfyANEOUS''RELATED IT'Ef7S. 2020 NYSRC. ............. ::::. :. 5- TIDE:r-?NTRA6`C?f2:;SHALL::�RACE, 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 REQUIRI D:f R SAFF-::C} ERATION. 11- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE I- THE CONTRACTOR SHALL COORDINATE SCHEDULINGOF SUB-CONTRACTORS AND OTHER CONTRACTS' `X SHA•:�L PROVIDE:..`.... Y POSSIBLE 6- THE CONT:RACTOR:TS TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SNORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT HIPS, RIDGES, VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. a.�.. I ... IN5TALLATIOf�:O :•NrADERS FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF THI5 WORK 15 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 'CLETE A COMPR.EHEN5IVE .. SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME To THE OWNER•`(:I�::::ACCEPTABLE FORMAT•::FOR 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 I/2" FOAM SOUND INSULATION OVER PVC PIPING. 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUPTIONS TO N0121AiIOWNER.: ::::.. 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 .1 IPROTECTIONS, 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 BF-REQUII�ED TO`'C017f?.LETE��`''�`�'. , , , FINISH WORK NOTES: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR �1`:........ GAVATfNG, CUTTIN4t :::QR: I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK ANp NO CONTRACTOR SHALL DO 50 WIMOUT "PT�fOIR�.NRI-TTEN•:CON5ENT`bF 8 THE CONTRACTOR SHALL PROVIDE ERECT, MAINTAIN THOSE ITEMS REQUIRED FOR USE OBTAINING ALL NECESSARY PERMITS INSPECTIONS PER OWNER. THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RESPONSt t:*E." HEREFO.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 GRApE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD. 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES, .HA`:�R. INSERTS, E3IIL:T ,,ANCHORS, ETC., TO STIPULATED BY THE OWNER. ALL DECK LUMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMS::;TO TE{f::AP.PROPRIATE'C(?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 THESE ITEMEi'.% :.THE5E ITEMS 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 NOT"''T'O'`•DELAY THE Pf''bGRE5S 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 50 THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF .r.(WRS AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION. ... ............... .. SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 50 AS TO MAINTAIN TPE.;R-.:.P,RQP£f� L?CATION 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:: VARIOUS ITEMS--SET FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER 5HALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOP5, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, POS5aff:RE5V I5SION, AND:::-')9R-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 PR(33E'c:}':;":::•. RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLA55 AND LIGHTING FIXTURES DESIGNATED 8- CARPETING STALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME.;TO BE DEFECTIVY �iaALL 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�:AID THE CONTRA...... IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. IO- UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH.::fNSPECT10�1::::���IALL NOT OPri ATE 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 Il- WATERPROOF ALL BATk R00M FLOOR.-.-AND PROVIDE COVE BASE AS PER 2020 NYSRC. ...:.. .......:. CONTRACTUAL OBLIGATIONS. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR CONSTRUC`EION TO COM L:Y WITH 2O20 NYSRC.. 7- ALL NEW MATERIALS AND INSTALLATIONS 5HALL`:8F-:*:-M ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASS ENCLd'SU>2ES Ai F3kI D SHOWEI 'AND TUBS SHALL BE IN COMPLIANCE WITH THE 2020 NYSRC. GOVERNING CODE REQUIREMENTS. : :,.7:.., REQUIRED TO BE SHUTDOWN. .. 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN 1`IHFDRAWING5, 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 MA5ONRi.--'.' 5 .... V..... 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.:WEEFNf1L:LS:k2'-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 FINISHES TO'-REMAIN. UPON .:.::2:;:::.PROVIDE"'E,ALVANIZEb��X�LL 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 CON5TRUCTf0X:JX A CLEAN, ORDERLY CONDITION..:. `3`.:--W.ROWALL*R.EINFORCED @ 16" O.C. VERTICALLY. CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (6k-:PET,'"ET.C.) TO BE PROVIDED. 4."'•EXP.A*ION JOI.NT5 @ 30'-O" 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••PRfl'-.ELTION:A...*.:;5HALL MAKE ALL REP.'R{s, '' MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROI THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT COST TO THE OWNER. ELEC�ICA1,:NOTES: 10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK`70. REMAIN:- DEBRIS�-AiNfl"RUBB15H.::SHAL*L NOT'f t"... I. ALL EI ECTRICAL 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 IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. """'• "`:::: :;:." NATIONAL ELECTRCAL CODE, GOVERNING MUNICIPALITY AND NFPA 72. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT AC-'06T DAMAGE DURl%..?Ff'IQLITION OPERATIONS"':: :::::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 501L CONDITIONS •••• SUBMITTING A BID ON THE PROJECT. I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2020 NY5RC. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. THE A.'T;R"ACTOR 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 .....}' S 0 A OW A UTI ITI'P�"`�:{�A.. R AND SEWN E LINES 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 VERIFY' T1tE`-k:QGA.T.M. F LL BEL GR DE L ,.•,;.TE; G 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 TH:5E CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS, SEPTIC SYSTEMS AND ANY OTHER FACIL'I"Tim. FIXTURES AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. ::::•::::::....:" ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTES THAT MAY BE AFFECTED BY ITS ALTERATION. BE IT KNOWN THAT ALL :•.•. . ::: B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK. 3- ALL EXISTING FILL ROOTS AND OTHER UNSUITABLE BEARING MATERI'Af:::ll" BE RECTO ED AND FOOTINGS;CAf2t2f€f�"TO THE BOTTOM OF NOTES AND SPECIFICATIONS SHOWN HEREIN WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES ARE RECOMMENDATIONS OF THIS 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 SOIL HAVEN :A .MINIMUM BEARING CAPAE}3'f':QF TWO„(.2),..TON5 PER•:SQUARE 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 3E BROUGHT TO THE ARCHITECT'S/REPRES./REPRES. ATTENTION BEFORE VERIFY ASSUMED SOIL-BEARING CAPACITY ANT}.SHAL[:`A UME FULL RESPONSIBILITY'::FYJ :.SAME`::f NTRACCOR 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 COND11"IOA...... VERSELY AFFE :(f :ASSUMED.BEAR.lN1 ..CAPA�!T. .:PRIG)""I t7::T1 E POURING OF ANY FOOTINGS. ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL 2- EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE, NEW YORK STATE ENE RGY 5- IN THE EVENT THAT THE..CQN-TRACTOR DISCOVERS CLQ.7;'SILT, ..Q•R O.THER*5Pl{ :.THE'Cf N-TRACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOOR5 CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS 15 PROHIBITED. CARBON MONOXIDE ALARMS SHALL BE CO FEDERAL O.S.H.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE ACCORDANCE WITH THE OWNER*:''.":CONTRAC.Qi�::.AGREEMENT TO VERIF-t::`T:KE PRE5J FD MINII�UN'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 CONSERVATIONDE FEDE ::::::: .. . .. :: E TO HIS PORTION OF THE WORK. 6- ALL EXTERIOR FOOfi�NC�S,SNAL'3:::B:E:..A MINIM�If7::•:OF 3'-0" BELOW GRAR.:{-ALESS ATONED OTHERWISE IN PLANS. AND EQUIPMENT", FIREPLACES, OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE 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 + FOUNf1ATI0N 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- PERFORI:1.REQUIR:M:p:::ALTtRATf0N5 V`•EXISTING:CONCRETE. NEW WORK WSfi:AftED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS IS PROHIBITED. PERMITS, INSPECTIONS AND APPROVALS SHALL MAT:CN.';:EXISTf'NI�;::: JOINT5:::OETWEEN NEW AND::EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS 6. CONTRACTOR SFIALL 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::R.... D ON PROJECT. OBTAIN A BUILDING PERMIT FROM THE VILLAGE, TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK. 2-"�F60.TLNG5 -AT DIFFER.FNI"LEVELS 59A.It'`�1- TEPPED 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. EXCEEtA:>SLOPE OF ONE`VERTICAL TO TWO NOI�IZOIfAI 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- THE CONTRACTOR SHALL OBTAIN Al REQUIRED APPROVALS PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS, ETC. FOR: ::::... :. q. 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. 3. :.CONC`�P�•�.:TE..FOUNDATIONS SHALL BE POURED CONT}Nk�f.6LY. IF POUR I5 INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. 10. CONTRACTOR MUST VERIFY WITH NIS 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 f�Q..... AL .... TS ARE NO..;PERMITTED. ••:::• "•� SUBMITTING A BID. INSTRUCTIONS OF THE OWNER OR HIS/IaER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH TNT : :::::;•" 4=:::CONTRACTOP. SHALL VERI : :: fh1ENSI0NS AND LOCATIONS OF SLOTS, PIPE SLEEVES, INSERTS, ANCHOR BOLTS ELECTRIC CONDUITS ETC. II. CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST ........ AS"�'ROUIRED FOR TRADES BEFOR'­-:'::'F­-­'.*-.`(: {NG CONCRETE. R T CONTRACT, AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL'A:IcSO NAVI '"A::: : . _ ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF WORK 4 BIDDING. COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY AS.-SOON A54'05SIBLE''' ....:.:;5- r1 CONCRETE;:...... FOUNDATION wA j NPLL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. BUT NOT LATER THAN 24 HOURS. • "6- FOR CRAWL 5PA-CE5, BASEMENTS ANri CELLARS, ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMENT OF 18" FOR MASONRY .......7.. FIREPLACE NOTES: 4- THE CONTRACTOR SHALL AT ALL TIMES PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACILIT.I.ES.FOR" -fK'::•fNSPECTf�t:.:: WALLS`ANi7:.:7'.: FOR:.PQti:RED COtCRETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL MAX. ONE FOOT FROM CORNERS AND ••• •7.7.1.7.7. n 1. 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. 6" FROM ENt :tQNDiT101'$r;:AND SPACED THEREAFTER A MAX. 48 O.C. FOR SINGLE STORY STRUCTURES AND 3-0 O.C. FOR TWO STORY CLOSED POSITION 5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB 51TE AS PER BUILDING CODE REQUIREMENT�::::tN'..AN COi�ISPICUOUS1`t-ACE•. STRUCTURES 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 AM D T (D PERED). GREATER THAN "fit :SNALL BE CONSIDERED THREE STORIES. 3. FIREPLACE TO BE "SUPERIOR" MODEL WITH OPTIONAL GLA55 DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. `�.7.,.V :::::: 7- FOR SLABS Og-'-GRADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL ANCHOR BOLTS q FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. PAYMENTS TO THE CONTRACTOR SHALL BE 5/8" DIA. WITH MINIMUM EMBEDMENT OF 18". 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 W540 OR EQUAL). 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER, THE CONTRACTOR SHALL DELIVER TO THE OWNER AN1Y::TJAIVER OR RV.T:�,.,.l.F CORNERS AND 6" FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C. 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-O" OR LE55 THAN 2'-0" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN ANY LIENS ARISING OUT OF HI5 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 ALSO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR..3-MR, 114t�tALS ­ "•;:: p}:UMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HI5 WORK FOR WHICH THE OWNER OR HIS PROPERTY.SIGHT IN"•ANY k[AT.-::�E. q MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 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 7NI:'l kED BY THE ,STA.`T:E OF.:MEW YORK ) HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOUN:-S AND'::Pf::RIOD5 5AT15F•AC:�fORY TO THE D)3500 P.5.1•,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,. CONTRAC7lAY::::PFRSONAL 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 SI BMIT CERTIFICATE OF :IN$V.FANCE 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 O X.H.. 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 t 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 DE51GN AND INSTALLATION. THE OWNERS SURVEYOR SHALL BE RESPONSIBLE FOR DE51GN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR - SHEET TITLE APPROVALS. LSD Aq�; GONSTRUGTION DOCUMENTS 10. WATER MAIN MUST BE 7'-O" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-0" DEEP.12. IN BEARING WALLS OR PARTITIONS, NO _� � '��I Qb �1 Iln d STUD I5 TO BE CUT MORE THAN 1/3 IT'S DEPTH TO RECEIVE PIPING, DUCT 0 ELECTRICAL .4`� v C� PR0.IEGT NAME P G D T R ELE TR CAL WORK. ;: :::..: ., . ., �� .�� TON RESIDENCE ��F •r" .;'•,,:. d �r I10 GREAT POND WAY-SOUTHOLD-NY-IIa�I . z • • OYSTER BA1' DRAFTINO SHEET NO. 4, •Y; � 0 AND AROH I TEOTURE, P.G. DATE: 5-2�J-24 QD 4°a�� 5fl •,ae I �d SCALE: AS NOTED Q d "" 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 OF 4 ccr- -.1,� �� ���.,.v�a (516) C122-5ci76 (FAX) Q22-6255 BY: M.M. Q �� WEB: hM.0Y5TER6AY0RAFTIN6.G0M EMAIL: ARCHITECT®OYSTERBAYDRAFTING.COM �oB No: 24063 Q�