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HomeMy WebLinkAbout50718-Z TOWN OF SOUTHOLD fat ,. 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 #: 50718 Date: 5/21/2024 Permission is hereby granted to: Oregon 4690 LLC 672 Do wood Ave #169 Franklin Square, NY 11010 To: Construct new single family dwelling as applied for per SCHD approval. Replaces BP#47971 At premises located at: 4690 Oregon Rd, Mattituck SCTM #473889 Sec/Block/Lot# 95.-3-2 Pursuant to application dated 5/14/2021 and approved by the Building Inspector. To expire on 11/20/2025. Fees: PERMIT RENEWAL $4,057.80 Total: $4,057.80 Building Inspector w TOWN OF SOUTHOLD ' t ffw BUILDING DEPARTMENT TOWN CLERK'S OFFICE ; SOUTHOLD, NY rr 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#: 47971 Date: 6/17/2022 Permission is hereby granted to: Oregon 4690 LLC 672 Dogwood Ave #169 Franklin Square, NY 11010 To: Construct new single family dwelling as applied for per SCHD approval. Replaces BP# 46445. At premises located at: 4690 Ore on Rd., Mattituck SCTM #473889 Sec/Block/Lot# 95.-3-2 Pursuant to application dated 6/17/2022 and approved by the Building Inspector. To expire on 12/17/2023. Fees: PERMIT RENEWAL $8,115.60 Total: $8,115.60 Building Inspector - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE www 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 #: 46445 Date: 6/18/2021 Permission is hereby granted to: Oregon 4690 LLC 672 Dogwood Ave #169 Franklin Square, NY 11010 To: Construct new single family dwelling as applied for per SCHD approval. At premises located at: 4690 Oregon Rd, Mattituck SCTM #473889 Sec/Block/Lot# 95.-3-2 Pursuant to application dated 5/14/2021 and approved by the Building Inspector. To expire on 12/18/2022. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $8,065.60 Total: $8,115.60 Building Inspector sl w a t -�, TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631),765-9502 littps-,,I/www.soutlioldtownjiy.fyov, For Office Use Only Date Received PERMIT NO, _ �- - Building Inspector. ! 0 I. ... Applications and forms must be filled out in their entirety. Incomplete applications ,,mt will not be accepted. Where the Applicant is not the owner,an Owner's MAY 1 4 2021 Authorization form(Page 2)shall be completed. �i� i/ 775�''�' d° 4�iirrr'mi'� '� fi° A � ��iNrr' � � A .' Date: NA gory ' * " ,"' �, �rf, 7,�,01'�,�T..,�.F eG Name: 2 C r Tax Map# SCTM #1 0EV- � hysica 11 l Address: re 1 ' 57 Phone#_„ g���_ r � . ..,. Email � ? M_ allln � . .� � w�r�el �� .~�'r j �. ..��`�'����. . �`�„^ ,�, ..�'�` /./nl0.. + g Address o '''.wr,.'z� "p. rU(�,i r4 '�"w„'�,�:�.�6,L. y i ,a:✓��n����,���, d r,o�k LY n,,,.au rn'�g� `�r/.a� ���'i ri l i /, ,✓p,,,�9f Name: / _,..... ..f..g. ,. w....._- l ._. . .., _.., ., _.._.... ,. . ... .. Mailing Address Phone#: / 1 .-13_ Email .� '�- � eT n 0 1'rl",., t7✓�l .._._ , Y�V Mailing Address w... . ......... .. 1l .. .' - L �,J u%�. „e,r�„u�,�;u, ,,, ,. el�,,e. � nr,a✓,�e,. �,u,,,,(„a�«,�f�x�..,. ,,,a, .l m.�,,°.� ,�f ,��9 Name: Mailing Address: Phone#: -- Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ --------- - .. Will the lot be re-graded? N6es El No Will excess fill be removed from premises? ❑Yes VNo �. . ........ . _._.�..- PRO' ERTY INFORMATION: _ Intended __. 'SIcse,�- r-pvyjl.0 ,I� use of property: �. t_l>7 . Existing use of property: Date of Purchase: �`� � �(� Name of Former Owner:_ 1 Zone or use district in which premises is situated, Are there any covenants nd restrictions with respect to this property? No IF YES, PROVIDE A COPY. ... ...._ 51 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 or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4s of the New York State Penal Law. Application Submitted By(print name) ! authorized Agent ❑Owner ... .... .. _ Signature of Applicant - Date: STATE OF NEW YORK) SS: COUNTY OF &CA4,d ! !9 1 h4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the th xltb e'- F Qr22o" b,rlb�L-G�J (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. RYAN.M CASALI Sworn before me this NOTARY PUBLIC,STATE OF NEW YORK Registration No.01CA6384212 " Quelifled in Suffolk County day of MNQ 20 � QAWQ-a� N iiii Public-- PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ll w .sA /� e gc5d Ales N� /lolo I, I CI14$l M9 ik ' residing at 6 Ot w do hereby authorize C to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owne s Signature Date Print Owner's Name Generated by REScheck-Web Software Compliance Certificate �I Project 4690 Oregon Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family I Project Type: New Construction Conditioned Floor Area: 13,621 ft2 Glazing Area 32% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4690 Oregon Road Maltaghatl Charles Kuehn Cutchogue,NY 11435 646-369-3099 P.O. Box 641 nycbulldinglnfo@gmail.com Northport,NY 1176E 631-262-8540 . xtrade-off Compliance: 7.3%Better Than Code Maximum UA: 2372 Your UA: 1272 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. EnnvelQpe ASSMUCS Gross Area Cavity Cont. Perimeter Vaulted Ceiling:Cathedral Ceiling 6,424 38.0 0.0 0.027 173 Wall:Wood Frame, 16"o.c. 6,192 19.0 0.0 0.060 257 Door 1: Glass Door(over 50%glazing) 495 0.300 149 SHGC: 0.30 Window: Vinyl Frame 1,417 0.300 425 SHGC: 0.30 Garage Wall: Wood Frame, 16"o.c, 112 19.0 0.0 0.060 5 Door:Solid Door(under 50%glazing) 21 0.350 7 Floor over Garage:All-Wood Joist/Truss 1,327 30.0 0.0 0.033 44 Cantillever Floor:All-Wood Jolst/Truss 820 30.0 0.0 0.033 27 Basement:Solid Concrete or Masonry 3,227 0.0 14.0 0.047 146 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Door:Glass Door(over 50%glazing) 72 0.300 22 SHGC:0.30 Window: Vinyl Frame 56 0.300 17 SHGC: 0.30 Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 1 of10 Compliance Statement; The proposed building design described here Is consistent with the building Plans,specifications,and other calculations submitted with the'permit application. the Proposed building has been designed to meet the 2018 IE00 requirements In REScheck�erslon: RE chec Web and t comPly the mandatory require nts listed a'RE check Inspection Oh c Ist. M Pitr b, �(" u Name-Tltle Signat a gate pk 6 b I Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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, Section Plans Verified Field Verified * ' Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions &Re ,ID 103.1, Construction drawings and ng s ;`° .C1Complies lRequirement will be met. 103.2 documentation demonstrate w W "❑Does Not i [PR111 energy code compliance for the ,° building envelope.Thermal " ro ❑Not Observable envelope represented on "' �� " ' �i ❑Not Applicable construction documents, i 103.1, Construction drawings and � , 1 l " FA ❑]Complies :Requirement will be met, 6 103.2, documentation demonstrate * L]Ooes Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems �: I` : m .4'f]Not Observable. l ❑Not Applicable Systems serving multiple w��" 4 m ± p a ��' d y t t dwelling units must demonstrate : Ia� l (compliance with the IECC . ,Commercial Provisions.'302.1, sized eat n per and coollng Manuequipment i baent Is 3 He;Btu/hrg , Btu/hrg I❑Complies ,Requirement will be met. p ' ' l❑Does Not I [PR232 on loads calculated per ACCA Cooling: I Cooling: I❑Not Observable Manual J or other methods I Btu/hr I Btu/hr '❑Not Applicable r approved by the code official. X X 1 Y I I a 1 Y I X Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 IMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Complies? Comments/Assumptions & Re .ID Value Value _ R- R- , Does Not ',table for values, ssemb!!es [F04]11 Insulation uatllon s used, trlor P oned basement wall R- I R Nl]Com lies to a the Envelope may need to occur during i IDNot Observable Insulation Inspection.Not ;ONot Applicable required in warm-humld locations' In Climate Zone 3. N r N N 303.2 Conditioned basement wall 9 r r u Dcorsnplies 'Requirement will be met, [FO5]1 insulation Installed per LID oes Not ;mil fr ONot ApplicableFINot e manufacturer's instructions. a r N e •,o q 402.2.9 Conditioned basement wall V ft ft '❑❑Cpoomspllees see the EnvelopeAssemblles [FO6] insulation depth of burial or `,table for values, distance from top of wall. m I 1pNot Observable y' ❑Not Applicable f r r " r d r r f 1 4 303,2,1 A protective covering is Installed ° ,[]Complies 'Requirement will be met. [FO11]2 to protect exposed exterior ` 4 �r r� ° �r�° "�"'[]Does Not i Insulation and extends a �` l []Not Observable ' xr minimum of 6 in. below grade. q 0Not Applicable I N 03.9 Snow-and Ice-melting system , p n r, '' 11Com Iles ;Requirement Wit be met. 4 p [FO1V controls Installed. UDoes Not ' ]Not Observable r i T s lONot Applicable r ff Additional Comments/Assumptions: j 1 High Impact(Tier: 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4690 Oregon Road Report date: 03/01/21 data filename: Page 4 of10 Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, Door U-factor, U- I U- :❑Complies See the Envelope Assemblies 402.3.4 1 1 U❑Does Not ;table for values, [ 11 ;❑Not Observable w ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted :, U- U- :[]Compiles „See the Envelope Assemblies 402.3.1, average). : ,❑Does N,ot table for values. 402.3.3, 402.5 I ❑Not Observable [FR211 : : A❑Not Applicable 303,1.3 U-factors of fenestration products ❑Complies ;Requirement will be-met. [FR411 are determined In accordance ❑Does Not + with the NFRC test procedure or v I taken from the default table. l r;° ❑Not observable : ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier : ,": + , _❑Compiles ;Requirement will be met. [FR2311 Installed per manufacturer's �,.�� ❑ ; Does Not Instructions. ( l �,: > : "• ; °rc . ,, `'.❑Nt Applicable� PPll 402.4.3 Fenestration that is not site built .�w £„w ❑CompliesRequlrement will be met. [FR2011 Is listed and labeled as meeting � �P° ❑Does Not A MA l'WDMA/CSA 101./i.S.2/A440 or has infiltration rates per NFRCo r []Not Observable 400 that do not exceed code „':J❑Not Applicable limits. 402. 4.5, 'IC-rated recessed lighting fixtures p ' ❑Complies :Requirement will be met. [FR16]2 sealed at housing/lnterlor finish I` El Does Not and labeled to Indicate s2.0 crm 1. '„ '" ❑N leakage at 75 Pa. ot Observable"��r " " ❑Not Applicable 403.3.1 :Supply and return ducts In attics ° �w° '" sr�"� `�.❑Complles gException: Ducts located PPY G �� �,�� � � �err , [FR1211 insulated >= R-8 where duct is w. , "w l r,❑Does Not 'completely Inside the >=3 Inches In diameter and>= + ��:, Asa ;buildingenvelope. R-6 where< 3 Inches.Supply and R� 14%` ,❑Not Observable P PpYM yr return ducts in other portions of �° �'„ � r ^ : ❑Not Applicable the building Insulated>= R-6 for ° diameter>= 3 Inches and R-4.Z for<3 Inches in diameter. r3.2 Ducts, air handlers and filter , �" f ' ❑Compiles :Exception: Requirement Is 311 boxes are sealed with �,° �' ;��� p y � x` Fh;" �' ,❑Does Not :not applicable. jolnts/seam5 compliant with t ( 1 � r . ,4, "w❑Not Observable ' International Mechanical Code or ^l q ❑Not Applicable It � International Residential Code,as applicable. 403.3.5 Building cavities are not used as ❑complies :Requirement will be met. [FR1513 ducts or plenums. ��,.i s Fero ,� 5 ,�'a� aE". N t � ,r� � � �� �� . ❑Does Not , ❑Not Observable ❑Not Applicable I 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 13 JLow Impact(Tier 3) Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 5 of10 Section Plans Verified Field Verified W Framing/Rough-In InspectionaValue Value Complies? Comments/Assumptions & Re .ID 403.3.7 Ducts declared to be within the �, , p�les "Requirement will be met. I [FR28]3 conditioned space are either 1) 0Does Not completely within the continuous � ;13Not Observableair barrier and within the building . «�; " thermal envelope, 2) buriedd` " ONot Applicable r within ceiling Insulation In accordance with Section "` " R403.3.6 and the air handler Is located completely within the )� K continuous air barrier and within the building thermal envelope and the duct leakage is<=1.5 cfm 1100 square feet of " « conditioned floor area served by the duct system,or 3)the ceiling « « Insulation R-value Installed against and above the insulated ; duct>=to the proposed ceiling " Insulation R-value,less the R- value of the insulation on the 403.4 HVAC piping conveying Fluids R- ,❑Compiles ;Requirement will be met. [FR17]1 above 105 QF or chilled fluids I i l❑Does.Not below 55 QF are Insulated to aR- I' " 3, 1 « ;❑Not Observable ;❑Not Applicable 403.4.1 Protection of Insulation on HVAC ❑Corrapiies ;Requirement will be met. [FR24]1 piping. ❑goes Not ' ❑Not Observable ❑NotApplicable . . 403.5.3 Hot water pipes are insulated to , R- R- ,❑C'omp'lles ;Requirement will be met. ,IfR18]2 >_R-3. ❑Does Not k r " I ,❑Not Observable p +i]Not Applicable I 16 c gravity dampers are �„ Complies l 4Q Automatic orrvi Z d � � � 7 ��C� "� , p i �W f '.Requirement will be met.Installed on all outdoor air a Oboes Not i Intakes and exhausts. ONot Observable " Not Applicable " Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection value Value Complies? Comments/Assumptions & Re .ID 303.1 All r Installed insulation Is labeled � , l❑Com DoespNot 'Requirement will be met. [IN13]2 o o the r the installed R-values provided. d ❑Notobservable +,. rIONot Applicable a � 402.1.1, Floor Insulation R-value. 1 ❑ Wood 1,0 ❑ Wood tL-JComplies „See the Envelope Assemblies M 402.2.E � ,table for values. [IN1] , Steel ,�. � l❑ l❑ Steel ;;,❑Not Observable N ;❑Not Applicable L 6 $ + I, 7 N' 303.2, Floor Insulation installed per 1. ❑Compiles (Requirement will be met. 402.2.8 manufacturer's Instructions and 1 kk+❑Goes Not I [IN2]1 in substantial contact with the ig' •i I underside of the subfloor, or floor ❑N'ot Observable framing cavity Insulation Is In ;M I❑Not Applicable I contact with the top side of '; I sheathing,or continuous Insulation is Installed on the , underside of floor framing ands, 1 ° extends from the bottom to the ' top of all perimeter floor framing members. 402,1.1, Wall Insulation R-value,If this Is a I R- a R- I[ Complies (see the Envelope Assemblies 402.2.5, mass wall with at least'A of the r(� Wood �❑ Wood ;C Does Not rvtable for values, 402.16 wall insulation on the wall C❑ Mass i❑ Mass I i [IN3]1 exterior,the exterior insulation + [ Not Observable „ 00 requirement applies(FR10), I❑ Steel ❑ Steel UNot Applicable &' l I " + p. 1 au ❑Compiles 303.2 Wall Insulation Is Installed per ;Requirement will be rraet,a` [d [IN4] manufacturers Instructions. + 3 : r +❑Does Not ` ❑Not Observable ONot Applicable i Additional Comments/Assumptions: 1 I High impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tler 3) Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename; Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re AD 402.1.1, Ceiling Insulation R-value, a R- R :❑Complles 'See the Envelope Assemblies 402.2.1, 1❑ Wood I❑ Wood :❑Does Not ;table rorvalues, 402.2.2, '❑ Steel "❑ Steel ' 402.2.E 1 i❑Not Observable [Fill' ;❑Not Applicable n R W 1 7. 303.1.1.1, Ceiling Insulation installed per ❑Compiles ,Requirement will be met. 303.2 manufacturer's Instructions, l ' ❑Does Not X [92]1 Blown Insulation marked every 300 ftz. + o c :❑Not Observable ` 1❑NotApplicab]e 402.2.3 vented attics with air permeable ; ' ❑Complies 1 Exception. Requirement is (FI2212- Insulation Include baffle adjacent ��° ;I j�Do'e Not not applicable. to soffit and eave vents that X X X extends over Insulation. %' I" 1❑Not Observable { ;❑Not Applicable : 402.2,4 Attic access hatch and door R- ; R- :❑Compiles :Requirement will be met. [FI3]1 Insulation aR-value of the 1 ; :❑Does Not l adjacent assembly. , X a ;❑Not Observable 1❑Not Applicable 1 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50= 1 ACH 50 = :❑Complles :Requirement will be met. [FI1711 ach In Climate Zones 1-2,and i 1 UDoes Not <=3 ach in Climate Zones 3-8. 1 : : 1 1 :❑Not Observable ; 1 l❑Not Applicable 403.3.3 Ducts are pressure tested to : cfm/100 cfm/100 i❑Complies :Exception:All ducts and air [FI27]1 determine air leakage with : ftz : ftz :❑Does Not lhandlers are located within either: Rough-in test:Total m N { ;conditioned space. leakage measured with a ,❑Not Observable , pressure differential of 0.1 Inch ; ❑Not Applicable w.g.across the system Including the manufacturer's air handler enclosure If installed at time of test.Postconstruction test:Total leakage measured with a d pressure differential of 0.1 inch , w.g.across the entire system Including the manufacturer's air handler enclosure. X , 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Compiles ;Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ; ftz ftz ElDoes Not Y handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa.For rough-in r[]Not Observable tests,verification may need to ; ;❑Not Applicable occur during,Framing ins ection. : 1 l 403.3.2.1 Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. '°❑Not Observable : ❑Not Applicable v 403.1.1 Programmable thermostats : ❑Complies ,Requirement will be met. 1FI9]2 Installed for control of primary r' ❑Does Not i heating and cooling systems and Initially set set by manufacturer to X x �� l i , A[]Not Observable ; code specifications. ? o.w,,�„ � ,', ��� ,� l � ❑Not Applicable 403.1.2 Heat pump thermostat installed ` '❑Complies !Exception. Requirement Is [FITO]l Ion heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 1 [FIlJ]2 systems have automatic or I , "y� w ❑Domplles ;Requirement will be met. 403.5.1 Circulating service hot water ❑Co accessible manual controls. x j es Not []Not Observable : ❑Not Applicable 1 Hlgtr Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3} Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID [F25]21 fans All not part of tesanical ted latland on listedstem „ .l�Coe;pNot lles ',Requirement will be met. HVAC equipment meet efficacy a and air flow limits per Table " r ."" ( ot Obseable ' R403,6.1. 7 ON ot Applicable 403.2 Hot water boilers supplying heat s ElComplies ;ReclWrement will be:meet. [FI26]2 through one-or two-pipe heating CCDoes Not 9 systems have outdoor setback control to lower boiler water " i []Not Observable temperature based on outdoor `'," []Not Applicable temperature. " 403.5.1.1 I Heated water circulation systems " "D o�mpiles Rega lrement will be met, [FI28]1 have a circulation pump.The � ]Dcaes Not i system return pipe Is a dedicated ` return pipe or a cold water supply, �; " []Not Observable l pipe.Gravlty and thermos- 1 2Not Applicable syphon circulation systems are not present.Controls for ` ` °r4, l circulating hot water system pumps start the pump with signalh for hot water demand within the occupancy.Controls automatically turn off the pumpaw when water Is In circulation loop " a J1k" [ Is at set-point temperature and no demand for hot water exists. ,`A " 403.5z1.2 Electric heat trace systems ®Co�mplies lRequirement will be met. [FI29] comply with IEEE 515.1 or UL " 13Does Not l 515.Controls automatically i adjust the energy input to the �, i'� Mot Observable heat tracing to maintain the S ," ®Not Applicable desired water temperature in the " mil „�, " 8 'piping• 40M.'2 Demand recirculation water p " s t " 1Complies l Requirement will be met. " " a 2 a r. X 4r �d ^' x n ,r�aa�a t " [FI30] systems have controls that " []Does Not l manage operation of the um 7 QNot Observable l sand limit the temperature of the _ � r � , � � �^�,p`i „ water entering the cold water y° �; r � Not Applicable piping to<=1044F. , 403.5.4 Drain water heat recovery units "„" "� �a " rx er ,`" OCompiles aRequirement will be meta [FI31]2 tested in accordance with CSA � ' "�� q �p^� °" 655.1.Potable water-side s py'Y;' a w 1�Does Not K � ✓ 7 b �do Y '� `�P P 44q ail. 1 pressure loss of drain water heat �" ` l �� sire" `f ' ` Not Observable, l ONot A licable l recovery units <3 psi for pp a individual units connected to one ; x ' 'x or two showers. Potable water- 5 side pressure loss of drain water heat recovery units<2 psi for Individual units connected three or more showers. y, , 404.1 90%or more of permanent j '»5 a"`t ry ';ElDo spNot Requirement will l be met. [FI6]1 fixtures have high efficacy lamps rti ,�- stir s j � nNbt Observable. i l flNot Applicable l 404.]3 1 Fuel gas lighting systems have OCo Umplies "Requirement will be met. [F]23 no continuous pilot light. {[�]yNot Not Observable i ONot Applicable 401.3Compliance certificate posted. [ Complies ;Requirement will be met. [F]7]2 FICoes Not ONCSt 4b eable i ]Not.Applicable 1 I High Impact(Tier 1) 2 Medlum Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4690 Oregon Road Report date; 03/01/21 Data fifename; Page 9010 SectJon Plans Verified Field Verified # final Inspection Provisions Value Value Complies? Comments/Assumptions 303.3 Manufacturer manuals far a I�CmpNles ,Requirement will be met. [FI18]3 mechanical and water heating p UDaes Net ,systems have been provided. E]p 7 Not Observable 4 I EINot Applicable l Additional Comments/Assumptions: : 1 Hl'gh Impact(71er ) 1,2 1 Medium Impact(Tier 2',) 3 Law Impact(Tier 3) Project Title: 4690 Oregon Road Report date: 03/01/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & _ Heating System: Cooling System: Water Heater; Name: Date: Comments Z >1801. M3N 'ALNf100 >i1033f1S o CL dd Ot�58 - Z9Z (l�9) N 0-IOH OS �O NM01 ~O V13N 12]OdH1dON ;� �.N `�n�oH�in� r N - J yCJ X08 '0'd 7 z Z 3 o o # �- o avM NOOMO ` o u Q S CU N O "� Z 0 �Od (13 LA3d LZ° Z_Z Z ONIll3Ma A�IINd3 3�0NIS c6 o GH 01 03illVi nS LZ--L z L µ z � s3� � e uj R LLI N , < 0 0) :� I • 0 —i I =) O �. 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LU Cj3 -J O O W � Z- W W ? r O O O • J Cl- m D:� > U — I— Q O p 0 Cy O Z I— Q O U m W w W � 'W' � Uj 0 C1 m Ll- _ I W8dd A113d08d 133ranS d❑ ,nCT nJTI I I T .. _>I3n1I11b'W d/N QNb'� k � F V sx o �k CDQ a , N co roo W O N n I QN r ``w-. lV ' C t 1C X U)m x a �a ......._ s-'N Q O O U P J7'L F=> .x IleJ ......_ ' o_ Q(n Zw WJO 9c� �� Jtad sue,, (0 J 3r(LX 9� IOf U _ OQO k t I II k 1 � u � Q oa - ' O U CV CV w It wo I / c)w Woo cu L 1 j I--, / s -o r O EA Sox � N k (o j/ / , ��s !►��i, U)w \1-� :m , r ( LL. r V �-- . w (nJ� / CC I l Z l O l ,..^ k F C+1� O0O �— OQ J N O �1 JWN . _ W / I W� — C) N �JO W XZ r0\o J max CO)... W m Q / =Q 2 `nCO J� L'i 0 o w LL� O s 0 Q O Z / p fAJ00 �.' � Q w AO � s'k LLB MLN -J _ a � " CL WM J O k WJO W � CO LL � ti r C .. Z O z o� > LLt LL La � pp �J Ld L co � C LLLLJLs c x LL ter - �� �J00 Q N O' v z U O v1.r ''0 0' J S� p ao 7 _ Li 0 w IUWI p N I s o ' ol N O o m to N , O a C7 li q 0 i Ll ; > LA m U a � Q W O J O O N WQ JOO ,"` I4 J W k « � y�gl�q, F-m w 3 c c _ •NIW to J fox A .0 TLU O. xUA z 1 O 2' I X psk En F-J0 O Lu Q Lj� OOLLz I GENERAL NOTES ENERGY CODE COMPLIANCE STATEMENT NOTE: NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSURANCE I THE HEREBY UNDERSIGNED NEW PORK STATE REGISTERED DESIGN PROFESSIONAL AND DISABILITY BENEFITS COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220 STATES THAT TO THE EST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL SUBD.8 OF THE WORKERS' COMPENSATION LAW OF THE STATE OF NEW YORK - -- ---- - �`� - - _ JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC ( CHAPTER 11 )WITH THE 2020 NYSECCC SUPPLEMENT. ALL WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 - -- -- - - - -- - AND ASTM E 1886 REFERENCED THEREIN. IF PROTECTIVE PLYWOOD PANELS ARE APPLICABLE CODE AND STANDARDS BEING USED FOR WINDOW PROTECTIVE, ALL PANELS SHALL BE MARKED AND STORED ON SITE. REFER TO SHEET T-5 OF CONSTRUCTION DRAWINGS FOR ADDITIONAL RRk 1 2020 BUILDING CODE OF NY STATE SPEC'S & DETAILS -- _ _ _ 2020 RESIDENTIAL CODE OF NY STATE 2020 EXISTING BUILDING CODE OF NY STATE SEPTIC SYSTEM AND DRY-WELLS SHALL BE CERTIFIED BY OWNER'S R.S./P.E. UPON --- - -- ---- Jib2020 ENERGY CONSERVATION CODE OF NY STATE COMPLETION OF THE WORK 2020 PLUMBING CODE OF NY STATE A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB z 2020 MECHANICAL CODE OF NY STATE ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT �L NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2014 EDITION COMPLETION OF JOB. 00 2018 A.F.P.A. / W.F.C.M. NO FOOTINGS PLACED OR DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR 00 1 ----_-� QID 0 - FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING �- INSPECTOR PRIOR TO FRAMING ( l (0 DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY v �.. WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH '- SECTION R602.6.1. W NEW DWELLING FOR THE MALTAGHATI FAMILY AT THE MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2903.2. - X �Q 4690 01R]RU-14 Ga-0* '11:POAD BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF r n d F-=O CUTCHOGUE00 NEW YORK NOT LESS THAN 6'-0" ABOVE THE FLOOR v ' 000 SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES W _ TOWN OF S►OUTHOLp, SUfr ©�K CO. OF THE PRESSURE BALANCE, THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMINT STOPS. r1/ Of Of N LJ_ 4 Z N R���1TABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AIR GAP, ATMOSPHERIC- TYPE VACUUM BREAKER, PRESSURE TYPE VACUUM BREAKER OR HOSE CONNECTION BACK-FLOW PROJECT INFORMATION PREVENTER. (0 SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM & KITCHEN U ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTION P2902.4.1 THRU P2902.4.5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2(1 ) A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A SUBJECT TO DAMAGE FROM ICE SHIELD FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH; OR THERE SHALL BE BUILT GROUND WIND DESIGN SEISMIC WINTER AIR MEAN INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING SNOW d DESIGN a FROST LINE C DESIGN UNDERLAYMENT FLOOD G FREEZING ANNUAL THROUGHT. LOAD SPEED (MPH) TOPOGRAPHIC EFFECTS k SPECIALREGION I DEBRIWIND-S RNE ZONEm CATEGORY f WEATHERING DEPTH b TERMITE TEMP e REQUIRED h HAZARDS INDEXI TEMP J PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS BEARING 20 PSF 11,30 MPH NO NO 1M.I.C.M.H.W.L. �► MOD. TO FEMA - > C SEVERE 36 HEAVY 11 REQUIRED NFIP <1500 52.9 DRAIN, WASTE AND VENTING PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1 WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA BUILDING SEWER PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.2 WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL ;iC; ELEVATION LATITUDE' HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE BACK FLOW PREVENTER 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63' Wb ) 57,5 THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN c� ACCORDANCE WITH CHAPTER 13 THP,U 24 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. ALL Z 9 15 7.5 71.5 M 30% 45-55% LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. D Tm ALL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED AND � cr_ M A LTA G H A TI FAMILY INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, LISTING/LABEL AND THE CODE ILL! OW P�1 E R : --�-- CONSTRUCTION CLASSIFICATION : WOOD FRAMED ALL FUEL, GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH o A FLAME SAFEGUARD DEVICE, WHICH WILL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE V FLAME OR PILOT LIGHT IS EXTINGUISHED > Ld PROJECT DESCRIPTION : ALTERATIONS ADDITIONS 0 C C U PAN CY: SINGLE FAMILY RESIDENCE ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE o J�I�i 1 1 2021 +, PLANS ARE IN COMPLIANCE WITH 2O20 RESIDENTIAL LOW ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5 N APPLICABLE CODE: BUILDING CODE OF NY STATE ( PUBLICATION DATE 11 -2019 ) FIRE HAZARD . DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS AND 2020 EXISTING BUILDING CODE OF; NY STATE FIRE SPRINKLER SYSTEM : N/A THE MINIMUM LOAD FOR UNDER GROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE � r ---- --- - 100 % OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2 WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING - METHODS SHALL BE IN ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT MATERIAL INDEX WOOD NOTES ELECTRICAL NOTES CONSTRUCTION NOTES REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3702.1 Z -2 Jo EARTH 1. A minimum of one wall-switch-controlled lighting outlet is required in every ( ) DRAWING INDEX I>� Z O } 1. THE A.I.A. GENERAL CONDITIONS A.I.A. DOC. A201 ARE HEREBY MADE � habitable room, hallway, stairway, attached garage, and outdoor entrance. AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN w COMPACTED GRANULAR MATERIAL Exception: In habitable rooms other than kitchens and bathrooms one or more IN FULL. p Z W Z receptacles controlled by a wall switch are permitted in lieu of lighting 2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. O CONCRETE 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH N0.1 outlets. J > 2. In eve kitchen Tamil room, dining room, den, breakfast room, living room, 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER F- V Cn F- 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL every y g g SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE PROJECT INFORMATION mi Q VJ 0 Z CONCRETE BLOCK parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE Q 0 L D DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AND THE L� O WOOD FRAME CONSTRUCTION MANUAL - 2018 EDITIONS. outlets must be installed so that no point along the floor line is farther ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE T-1 TITLE SHEET I � U STEEL than 12 ft, measured horizontally, from an outlet, including any wall space 2 THE WORK, AS INDICATED. J 0 3. ALL WOOD EXPOSED TO WEATHER SHALL BE A.C.Q. TREATED IN ft or more wide and the wal! space occupied by sliding panels in exterior 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE U ALUMINUM ACCORDANCE AWPA STANDARDS. walls. JOB AND THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARI- ARCHITECTURALS Z n Z J O ATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE a7 0 4. ALL WOOD CONNECTORS SHALL BE "SIMPSON OR APPROVED 3. A minimum of two 12 wire 20-A small appliance circuits are re Tired to serve DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD COND- FINISH WOOD # PP PLOT-1 PLOT PLAN N C� p EQUAL. only small appliance outlets, including refrigeration equipment, in he ITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREP- ,�_ U I- D kitchen, pantry, dining room, breakfast room, and family room. Both circuits ANCIES UP TO 2'-0" IN ANY MEASUREMENT. ROUGH WOOD 5. MEMBERS DESIGNATED AS "MICRO-LAM" SHALL BE MANUFACTURED must extend to the kitchen; the other rooms may be served b one or both of 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL A-1 OVERALL FOUNDATION PLAN A-18 DECK SECTION - DETAILS IN ACCORDANCE WITH "GEORGIA PACIFIC" STANDARDS. DESIGN y y CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 4_1 BATT INSULATION STRESSES ARE AS FOLLOWS: FB=2,80OPSI, FV=285PSI, them. No other outlets may be connected to these circuits, except a ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING 0 receptacle installed sole) for on electric clock. In kitchen and dining THE OCCUPANCY CERTIFICATE. A`-2 OVERALL BASEMENT PLAN A-19 ELEVATOR DETAILS & NOTES a) 2,000,000 PSI. P y 9 • , RIGID INSULATION areas, receptacle outlets must be installed at each and every count 6 CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING O counter space . wider than 12 in. AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST A-3 OVERALL 1 ST FLOOR PLAN A-20 PLUMBING RISER & DETAILS Q SAND DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. receptacle(s), and it may have no other outlets. 7. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING A-4 OVERALL 2ND FLOOR PLAN A-21 AIR SEAL DETAILS & NOTES WATER SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS dad; 5. At least one receptacle outlet must be installed in the bathroom near the AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED A-5 OVERALL ROOF PLAN basin and must be provided with ground fault circuit interrupter protection. UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN DECEMBER 2020 SYMBOL INDEX PROJECT S . F . 6. Code requires sufficient 15- and 20-A circuits to supply three watts of power OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME A-6 PARTIAL FOUNDATION PLAN A for every square foot of floor space, not including ggarage and open porch AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF scale; areas. Minimum code suggestion is one circuit per 600 sq ft; one circuit per HIS WORK. 1/4" = 1'-0" 500 sq ft is desirable. 8. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET A-7 BASEMENT PLAN N.Y. STATE CODE ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, drawn b 7. A minimum of one exterior receptacle outlet is required (two are desirable) PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL A,-8 PARTIAL 1ST FLOOR PLAN A T-2 CODE ANALYSIS q: and must be provided with ground fault circuit interrupter protection. PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. C.W.Kuehn Mt 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, T-3 CODE ANALYSIS e DETAIL NUMBER FINISHED BASEMENT AREA - 3,585 S.F. 8• A minimum of one receptacle outlet is required in basement and garage, in LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE A-9 GARAGE FOUNDATION & 1ST FLOOR INTERIOR ELEVATION addition to the one in the laundry. In attached garages it must be provided AND RELOCATE ANY PARTITIONS, WIRING PLUMBING AND DUCTWORK checked b Mi na.2 Ms ry• 9 9 P U� SHEET NUMBER MARK 1 ST FLOOR AREA - 4,192 S.F. with ground fault circuit interrupter protection. THAP MAY B ACONCEAL E IN WAL S OR RESPECTS.CEILINGS BEING REVISED, A,-10 PARTIAL 2ND FLOOR A T-4 GENERAL NOTES Mto 9. Many building codes require a smoke detector in the hallway outside bedrooms 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING e SECTION NUMBER GARAGE AREA - 1 ,853 S.F. or above the stairway leading to upper floor bedrooms. OF NEW AND EXISTING AREAS. INSTALL AND REMOVE AFTER A-11 PARTIAL 2ND FLOOR B T-5 STRAPPING DETAILS project no: ENLARGED PLAN _ A p SHEET NUMBER ,,�,, r- COMPLETION ) ALL TEMPORARY SUPPORTS , HEADERS AND DUST 20056 MARK SCREENED PATIO 515 S.F. 10. Disconnect switches are required. SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT A-12 PARTIAL ROOF PLAN A 4 ELEVATION MARK FRONT COVERED PORCH - 105 S.F. EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. PARTITION TYPE 11. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING 10 DOOR MARK TOTAL REAR COVERED PATIO - 735 S.F. ROOFS, WALLS AND PENETRATIONS, TO TO FORM A WATER TIGHT A-13 PARTIAL ROOF PLAN B ARCHITECTS STATEMENT ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND EF 0 KEYNOTE SYMBOL EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. A-14 FRONT & RIGHT SIDE ELEVATIONS 10 WINDOW MARK 2ND FLOOR AREA - 5,2_.55 S.F. 12. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS Sheet # OF THE NATIONAL ELECTRIC CODE AND N.Y. STATE BOARD OF FIRE Al REVISION MARK (D---COLUMN CALLOUT UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE A-15 REAR & LEFT SIDE ELEVATIONS PROPERTY LINE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. T_ 1 O2 1 ROOM MARK ---"- 13. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL A,-16 BUILDING SECTIONS A & B I I LEASING LINE DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE 0.00 SPOT ELEVATION MATERIALS. LABELS AND PROTECTIVE COATINGS ON ALL A-17 BUILDING SECTIONS C, D, E & F drawing title 14. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A TITLE SHEET WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. LEI�EN D c WELL AGRICULTURAL LAND — NO KNOWN WELLS WITHIN 150' OF SUBJECT PROPERTY RESIDENCE (0e- - WELL WATER IE — INVERT ELEVATION FE — FUTURE EXPANSION POOL SLACKE TEST BORING �---- TEST HOLE DP — DISTRIBUTION POOL 01/18/2021 LP — LEACH POOL CO — CLEAN OUT ,a(ON �266 �o tit (y2,� 52 I ° *�2q5 EL.50. —W— — TOWN WATER LINE EDGE OF PAVEMENT 2 * 3 ( ) FINE DARK BROWN SM &BROWN SILTY SAND —E-- — UNDERGROUND ELECTRIC LINE 2�� �� 53 2 EL.48.25 SOME ORGANICS&GRAVEL x5 x`�2$ xg2 2.0' x�26V \ xg2 52b� � x�2�Ol O Q ❑ Q O I/� k FINE TO COURSE BROWN &LIGHT C I I BROWN SILTY SAND,TRACE OF ORGANIC EDGE OF PAVEMENT ZDS Zc31 TRACE OF SMALL GRAVEL&CLEAN SAND, SOME LARGE GRAVEL(SM/SW) UTILITY \ Z POLE % O / // _ — — — LPTOILE TILITY _ _ _ — — — UTILIT Q EL.43.25 T 06. STAKE POLE SET 1 FINE TO COURSE LIGHT BROWN &PALE M❑N,FND, BROWN CLEAN SAND, SOME FINE TO SMALL GRAVEL(SW)(100%CLEAN) W L0 15 6 �x x \ ' 1x �- °° S/ ��1 W 513� x 5ti��x � '❑ 523 I \ >- 51�� �18 �- EL. 38.25' 12.0' � 0 coo cv ~ APPROXIMATE LOCATION OF EXISTING \ IrI �N Z w. / FINE TO COURSE LIGHT BROWN &PALE W C'0 � — — — — — — — DWELLING — REMOVED FROM PROPERTY BROWN CLEAN SAND, SOME FINE TO \ — _ NOVEMBER 2020 Q I LARGE GRAVEL(SW)( 100%CLEAN) • Y r j r ► q o w — O✓cD w LAI g'I �? O X EL. 33.25 I \ 23x xgo W x�° °�� 6 — — — z I\ 52 O 17.0' O z g1• W — x FINE TO COURSE LIGHT BROWN &PALE ( l rn m - 01 ` O j �I �1g�x BROWN CLEAN SAND, SOME FINE TO C I V �'O Ld I I C7. I SMALL GRAVEL(SW)(100%CLEAN) Li0✓ STORM WATER w1 OLO o � l I s DIIA. X°110' z; 1 I O =00 '~ —s=m: LATfa- _ — _ _ (� EL. 28.25' 22.0' / N r— - -- - - - - - - - - - B�ACH DIA. POOL I 24.5' <I O(0 v I ( Garage 20.5 0 ��o I _ i NOTE: ~' ( ST WATER OR�A NO WATER ENCOUNTERED Q I ASPHALT DRIVEWAY 1 (g.f.el.51 .2 ) \LEACH POOL I CD 3 \ I 8\DIt. X 10' AT 22.0' BELOW SURFACE U 22 I 3 \ \ 45.0' s1`� I ( ELEV. - 28.25' ) I n °�W Z x' I x5°3 \EXP.1 LP x�°3 x50�6 x�"1'I Ld LJ LLJ L \ 45.0' ASP IALT DRIVEWAY\ I 526$ � LP Zoo �' S.C.T.M. - 1000 - - - Q w N 1�-Distribution # 0 9 5 0 3 0.2 I Garage \ TOTAL LOT AREA - 87,025.5 S.F. s z �� 1 �r�o "Fuji Cen 14" osl� (g.f.el.51 .2') o Treatment Unit "' "' w w/(2)8'dia.x14' eep 'o " " 58'-4# I \ PROPERTY ZONE - A-CTEST �i LJJ w Q APPRDX. LDC. —�_ I BORING �r�o C.O. STORM WATER f— W i --_ IQQ —Q� ELEV.50.25' 'L EXISTING SANITARY ---_ �• LfrACH POOL LJJ I 8 DIA. X 10' N N PROPOSED SEPTIC SYSTEM FOR 9 `- l I C�REDPATIO I � BEDROOMS ( 110 GAL. PER DAY PER LL x5 z Q �B) WINDOW BEDROOM X 9 = 990 GALLONS / DAY 7,_7� Blower - 31 —4 °oa Control 32.75' o WELL APPROX I MATE LOCATIO XISTING �5'Q� 38 0, x5 Panel SEPTIC RS2EM REM VED FROM UCD ) Q REQUIRED ) RE IRED WATER LINE xc�0 19.0' Q,�� .� z SIDE Y6D _ _ . . _ . . _ . . _ . . _ . PROPOSED"" ti I�� RED IDE ARD J Q SING E FAMILYxS°g I I = = PROVIDE (2) 8 -0 DIA. X 14 DEEP J REENCE x�°°2 �- z oco LEACHING POOLS WITH 1 8'-0" DIA. _ �, I STAIR WELL o I I / x52h � � , U N cn I � �(9BEDROOMS) I I / X 14 DEEP FUTURE EXPANSION POOLS LL- oWWW fso, PROPOED (F.FL.EL.52.5') SCREENED I k°! c w w o q�vgC' I ;O� 2 s, PORCH LSTORM frACH POOLRI / J FUJI CEN 10 TREATMENT UNIT o � 55w FtiT I SPORT BARN `, / s DIA. X 10' I / ��-1 c 0° o- �F (F.FL.ELI.50.5') LEACH WATER �, 3 HANDLES 1 ,000 GALLONS N NN r �< / Z I 8 DIA. X 10' 23.1' I z ,� (ONE BATHROOM) MIN. 20'-0" FROM I I 2 7 I 53'-7' I + N I I N ( I 11 r. TO BE FILED UNDER MIN. OR WASTE LINE ' I I I N N I I ) I PATIO 3 Q I l l j SEPARATEi PERMIT / i I I I I N N►7 �p I I I I z z N r) � 113 SITE DATA: I \ ,� is 0, �Pi.• I x � / 1510 � o — j z TOTAL LOT AREA - 87,025.5 S.F. (1 .997 AC) Q Zo >- I _ \ _ PROPOSED / I q Q 0 Li::) Z \_ f50 -- — — — — I 1 I �• �� Q SETBACKS: REQUIRED PROVIDED J Q z ° CD j I \ TO BE FIt ED UNDER I \ J CD POOL EQUIP. SEPARAT_ PERMIT N I QJ o PLOT PLAN (� I- - — - - - � �- - - \ Q FRONT 60.0' 60.0' z w � zo 'k��5� i�� x���� � M D SIDE 20.0' (45.0') 53.7' (153.7') U �O U ° UL � NOTE: 1 - 20 0 O STORM WATER PROPOSED xw)� A !ti \ 00 1 ��` J REAR 75.0' 122.7' ELEVATIONS IN NAV88 DATUM z s�D�A. X00o' POOL HOUSE } x�� \ CU x5°� \ v Q CN (F.FL.EL.51 .5 ) \ I xgti�'� \ (ONE BATHROOM) Q NOTE: _ -.__ _ MDN,FND, TO BE FILED UNDER \ LOT COVERAGE: Jam; `� I x�22o Q SEPARATE PERMIT . 150'-0-SEPE�T1O I JANUARY 2021 MAINTAIN A MIN. 20'-0" FROM ALL STORM WATER I � I TOTAL LOT AREA - 87,025.5 S.F. (1 .997 AC) scale; LEACH POOLS TO SEPTIC LEACH POOLS & WASTE LINES I Co C3 MAX LOT COVERAGE ALLOWED - 20% = 17,405 S.F. AS NOTED I drawn b�: PROPOSED I MAIN DWELLING - 9,472 S.F. C.W.Kuehn 1 DOMESTIC WATER WELL SPORTS BARN - 2,565 S.F. u LAND N/F D❑RSET FARMS INC. I OCATION I checked b POOL CABANA — 550 S.F. AGRICULTURAL LAND — I / .G. POOL - 800 S.F. project no; .,NO KNOWN WELLS WITHIN 150' OF SUBJECT PROPERTY � 20056 M❑N,FND.❑N,FNB TOTAL BUILDING COVERAGE - 13,387 S.F. 2 8 1 , 0 0 ° 6a' x S44 ° 46 / 30 // W 2' 15.38 � LOT COVERAGE x x 5 GE PROPOSED Aye ` 522� s sheet # LAND N/F MATTITUCK FARM H❑LDINGS LLC SP- 1 AGRICULTURAL LAND — NO KNOWN WELLS WITHIN 150' OF SUBJECT PROPERTY Jrawinq title S.C.H.D. PLOT PLAN S. C. T. 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SLAB W/ #10,Is%6"W.W."M. SLOPE DN r M DOORS I , L--------------- ------------- project no: —————————————— 20058 J1 REFER TO ------------------- J SHEET A- 9 �'� ( # A - 1 Jrawinq title VERALL FOUNDATI od I ��---------- -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---� I I I ' I I I I I 1 I I I � z I i = LLJ1 , 00 1 0o I CD N Li -- -- -- -- -- I W [,-N I I I I n I HOME THEATER i CD I X �Q O w LL 1 , V / ( \ m Z I ' U I w � ~� �L0 Fo FITNESS AREA I a_00 I J RECREATION AREA I oo� flf I � Q ON j C� z N 1 (DD BATH O I I I ----- I GUEST ROOM#2 17 LAUNDRY 1 I BATH (cl 1 BATH GUEST ROOM#1 & O GUN STORAGE --- UTILITY ROOM SAFE ROOM --- --'� l --- STORAGE WIJ I I I I ' � Z Z z < I IZ Z Z UTILITY ROOM I I J I ww � d d � 1 I O o 0 0 w w w Cie = Of 4? o 0 oN p 1 I I l` rnrn I I REFER TO SHEET A—7 ° Zoe bi wDZ �- DO > m < () V) z LL. o � LLD w C.D I O U W UZY U J Z Q o OF date. OCTOBER 2020 OVERALL BASEMENT PLAN scale 1/4" = 1'-0" 1/8" = 1'-0 FINISHED BASEMENT AREA — 3,585 S.F. drawn bu C.W.Kuehn I checked bu; I project no; 20058 I I sheet # A - 2 drawing title OVERALL BASEMENT 1zz'�• 1 I 01 I 23'-"�• 5'-0• 22'-8• 5'-0' 28'-7' 23'-1• 9'-1Q• I --- ----------------------------------- --- 1 ' I ❑ ❑ I I I I I I I GRILL STATIOr II I I I I ❑ I 1 I I I I I 1 I I I I ( � I I I j I I I OPEN PATIO I � I COVERED PATIO I I I I Z 1 I j I I I I I I I I I � I - W-Y , BREAKFAST NOOK i � ( l CIOI 1 a,ornazt: - 1 �J cD N CD I N I ❑ I SCREENED PATIO O I II I I Cfl 0 I I X ❑ � is wo I I GAME/RECREATION RM 1 I X Q I snx,sv I I I I Q LL LIVING ROOM O / 1 m z 1 EEZE I I OPEN ABOVE O I U LJ I [7 II 1 W KITCHEN I I I I I 00 ------------------------------------- EO'VrOLF PANpE X � �i ----- 1 N I I I I i<3 I I I I � PANTRY I I F----- I � I r BATH L-----13 1 -----I----- 1 i I ❑ i I I I I I I PARENTS JUNIOR �P III a I I �x,oT I E ❑ MASTER BEDROOM AI FOYER PEN P O ABOVE I I I I ININ I R00 I I I I I Ky „y �, �, I I I I I I I I I I ❑ f COVERED PATIO I 1 j I L--- I I I I I I I I I I I I I MUDROOM I I N N N I I ^ I I ♦ I i I -__J CM I ♦ I _____-__ ¢ Q Q , I I I i Z Z Z of I I I 34'-1' = Cl- �♦ I I I C- a II I 1 � �I -- --- -- --------,--- - - -- -- -- ----- - —�-- -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- �' o REFER TO 0 o N � � I � 4 CAR GARAGE i w O O CD SHEET A-8 —0 N N I I 1 i i ; -D an a� i I I I I � I � •--- CV M 1 ' I I w i 1 I a I I I I I I I I Y I I I I Z Z O 0 I I I i µ I I I W O W I_ I I I Z JF— () OH I � Qz Z I I � o o ,� I I I W V I D O I I ..L -'- ; LLJ 0 z J I I � � 0 I � o � I I , OVERALL 1ST FLOOR PLAN0 '� D 1 � � 1/$" = 1, o,l : date. i 1ST FLOOR AREA — 4,192 S.F. GARAGE AREA — 1,853 S.F. OCTOBER 2020 I I SCREENED PATIO — 515 S.F. I FRONT COVERED PORCH — 705 S.F. scale; ,-0, TOTAL REAR COVERED PATIO — 735 S.F. 1/4" = 1 -0" I a I dr awn bq; I iD . I 2 CAR GARAGE I ' C.W.Kuehn I ^ 1 checked bu; I I I I I I I I I I I project no I L--- --------------------------- 20058 I REFER TO SHEETA— 9�♦♦ L------------------------------------------- I ♦ � , sheet # - - 20'-61 24'-6• 191-01 A - 3 ------ -- -- -- -- -- -- -- -- -- -- ----- -- ---�� drawing title OVERALL 1ST FLOOR '��,�--__---__ -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---�`� 32'-S' eW-7' 23'-1' NJ 1 , 1 I I ------------------------------------------- 1 I I 1 I IL_J L J I f = ---- ----------------------------F' 71 I I -J L-JI I I I I I RAISED DECK 1 I 1 RAISED DECK I ' I 1 I II z ---------------------- '-- II II I I W I -- ---- L_ ------� I I I 00 IL J J L-J L-JI r I I I I II Y— 00 C0 C� I; ❑ MASTERtD • 1 _ CK(p BEDROOM#3 ❑ I _ MICHAEI:S ROMF7 MASTER � ,• IL J MASTER MWS ROOM BEDROOM#1 ^ I I X >Q BATHRM#3 ❑ LIVING ROOM m Z OPEN TO BELOW I Q ♦- 0 ❑ W N Iz�, Ir Li r--T r- 1 I o-00 I I I 1 I I I I I 0 22'-1' I LL ---------- Ii w.l.cLo i �N I ,,X, ' --J i--------------; ; OZ N I -- -- -- W.I.CLO LAUNDRY ------------- 1 \/i----------- ----�I LL JJ FOYER IU---------- BATH#4 OPEN BELOW I ' 1 L------ L----------- 1 I U U U U I I BE ROOM#2 MICHA �/�MASTER/ I I I BEDROOM#4 PHI P'S KD'S U BATS##i✓ I n l 1 ,r EL'S KID'S BATH#2 ~ vG1 t. •� r';;�, ❑ / f 2� I191-7- I -- ------ L------ I \•\*C ��_.Y-•�.y(!1 I I I I I I I I 1 I I 1 C I - - - CnC-D N I f� -- --.���.-. _- _ -- -- __ __ -_ __ -- __-__ _ --� LJJ -____ LL J--------------LL J --______________LL J� I 1 ♦ Q Of Ir- ----- ----------11 ♦ Q 1 I I ❑❑ J II II II ' � � aan- Cm / I I I BATH#5 __ _ O V) N S REFER TO ; � W W --- -- -- -� i I � II II � o 0 oN SHEET A- 10 � � N N ' I Cu BEDROOM#5 T PLAYAREA j j I Cu I II KRISTIN'S IODS a 1I P- I II II I fV w") 1 II I II ' I I I I I D i II I Ili - I I I I III Z Z 00 II i IIII J ----� i i ii ' In � O " W I I*S I I ❑ �❑ I I I I I N I.' II of W Z I III �f Q ZJ LL- Oin &J O p WCD TTO % r ❑ I I I In +,J U Y I I � I D I N UZ W j O OFFICE/STUDY - n/ �. 1O BEDROOM#6 ;$ In-- KRISTIN'S ROOM I O O Q O U (n I ❑ I I ate; Ir�= ==, 1 OCTOBER 2020 I II I I I 1 1 I I I I 1/4" = 1' 0" . I I L•---- ----J I I ' I drawn b `� C.W.Kuehn BATHROOM#6 0 ~ OVERALL 2ND FLOOR PLAN checked b� I �_ _____ 7'-1 i I I 2ND FLOOR AREA — 5,255 S.F. I ♦ o project no I a -__ I _JJ 20058 _REFER TO SHEET A- 11 N. �� sheet # 21'-Y 191-4' L A - 4 '� -- -- -- -- -- -- -- -- -- -- -- -- ----- -- - 32'�' drawing title OVERALL 2ND FLOOR 2 x 4 continuous truss or ceilin lateral brace at g joist I min. 6—0" o.c. 1 I 2 — 10d nails I ea. joist 1 ---------------------------------- 10 — Sd nails I I I r—� ------------------------------ 1 L_J L_J L-j ____-I I x gable and truss L_JI I 1 I I I x I RAISED DECK I I I x 1 5d cooler nails at10' o.c. 20 gage strap RAISED DECK VI z I I x bra block with ni1 ed t h 4 a10d nails I I 10 — 8d nails I gypsum board 1 I I endwall studs 5d cooler nails at 7' o.c. I �———————————————————————————————————� I I I I I � � I 1 I I 1 ----------------J_ ---_--_ .RL_ I i -----ILING BRACING @ GABLE ENDWALL IL_J _J ------------- LI I Li O18_O.C.J 00 SCALE: NOT TO SCALE I I m I I ' 00 I x I 2"X 10"R.R. d� r x tr I �r RA 2'X 11 R.R. I -- ----------- ------------------------ --- I ' O 16"O.C. ^ •t t as O,8' O.C. A i 2'X 10"R.R. w Y%10'R.R. j 1 IL-J18'O.C. �� O 16"O.C. I I III N � I I double 2' x 4" P ost to ridge I II — I I 4J I rc o IE IL_J d I t I �� I b I I � X ' I I I I O m I I �} 1 N O \ �, X I X Q I M w LL I I N O 1 // ` �' r 1 m z /r x r RA ly, I I q a I �J V O double or triple telling joist I I I I I � II I I I I I II / •t oc � 4 1 v Li �O as per plan I t<-=�___---_ L—J L—J _ F / I -------------------------- ( refer to 2nd fl. plan ) I t ; I I �t I I 00 J�r / I I 1 I ,2•� 2 1 S e X 14'LVL-RIDGE I � o t:Ng' rc d I i O� a a I Q + x ' bo N RIDGE HIP POST DETAIL " � YX12'RIDGE Yx,2-RAGE " � +� ai—P I SCALE: NOT TO SCALE I + b d d a I x d c3 b m LL II NO ,1 0 � P x0 1 ' N I4------ —-------- ---- 0 1-- I rgx�,r I � s 1 I ' x ' I I I arr— I I I I I I LL dII 2'X 10'R.R. 2"rX-0-'R.R. w d Y X 10'R.R. 1I , {- 7\ I O 18'O.C. �� �P d O 18'O.C. 2'%10'R.R. 'O.C. 6"O.C.O18 r------- t.1{ f X 10'R.R. � I I 1 I I I ` T Z Z Z d I I I Of .a�_________________ 2"X 10'R.R. I >- }- �- 1 ,-I 0 16'O.C. -D I o m I I cif Q Q Q I x R---------J -- -- -- -- ----------n I '� w w w / �- -- -- -- -- -- 11 ---- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - I ----- -- I II ---- -- -- -- Ii -I I --� � � a REFER TO L, W o II I � NNN LLj5 W SHEET A- 12 II 1 ii I 1 -4- oNoNo ; II I I d 11 _ 2"X 10'R.R. : � d 10 4 Y X 10'R.R. w 2'%10'R.R. 11 w ' I I I 0 18"o.c. � O 18'O.C. O 18'O.C. � rn rn I OVERALL ROOF PLAN CV M ' „ 1 I II � II I I u I ' I II II I 1 I i ii 1 ii ' NOTE: } Q O i LL---- --- r---------LL I PROVIDE STEEL CONNE ® INTERSECTION Q Z 0 �- OF VALLEYS, RIDGES, & DOUBLE ROOF RAFTERS _J J T Li I n---------J 1 L---------n ' L� W ~ 2:Ir—J I HATCHED AREA INDICATES ONE M n II ROOF BUILT OVER ANOTHER- 1 ROOF UNDER TO BE BUILT FIRST J 0 I 1 II 1 Ii M Q Z II II I Q O 0 0 L 11 L.w I 0 O ALL RIDGES TO HAVE RIDGE VENTS 0 W UZY I II >�- �z > LJoL 0 O LL Ii IIII�I 2'X 10'R.R. 1d 2'X 10'R.R. r� 10'R.R. O 18'O.C. O 16"O.C. 'OX " III III I U I— cn O.C. II I Ji I _i II I I r- L IL ________ 1 ((V//IllU vti OCTOBER 2020 1 I I A _2'X 10'R.R. 1 w 1 d 1 2"X 10'R.R. i w I 0 16"O.C. O 16'O.C. 1 I Scal e , I 1 1/4" = V-0" 1 I 1 I I I I I 1 I drawn b� C.W.Kuehn checked bu; ' 1 � -------- y-----A----N o------ --� I ' ' 1 II I project no; _REFER_TO I -ti-2•-X-4a�.R_J ----x- - --- - - �R_ O 16,D.C. 0 16•o.c. I I 20058 I , SHEET A- 13�'� \ 1 I I I sheet # A - 5 drawinq title OVERALL ROOF NOTE NOTE: AS PER TABLE R401.4.1 OF THE BUILDING CODE OF N.Y.S.,ALL FOOTING AND FOUNDATIONS HAVE: BEEN DESIGNED NOTE: ALL LUMBER WHICH COMES IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD WITH A SOIL CLASS OF "SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AMD CLAYEY GRAVEL (SW,SP,SM,SC,GM & GC) WITH A MINIMUM LOAD—BEARING PRESSURE ( IN LBS PER S.F. OF 2,000 LBS/S.F. NOTE: ALL FASTNERS AND STRAPS WITH COME IN CONTACT WIT NOTE: SLOPE GROUND AROUND FOUNDATION WALLS AT 5'-0. 22'-8" PRESSURE TREATED WOOD MUST BE NOT DIPPED GALVANIZED 5'-0' 28'-7' 23'-i• OR S AINLESS STEEL A MIN. 6" WITHIN THE FIRST 10'-0" DISTANCE FROM THE WALL AS PER SECTION R401.3 OF THE BUILDING CODE OF N.Y.S. NOTE: ALL FOOTINGS TO BE PLACED A SAME ( TYPICAL ALL SIDES OF FOUNDATION ) LEVEL — NO STEPS IN FOOTINGS 93'-0' NOTE: PROVIDE DRAFT STOPPING IN ALL FLOOR ASSEMBLIES — FIRE BLOCK ALL _ _ __ _ _ _ _ _ _ _ - - - - - - - - - - - - - - BEARING WALLS, FIRE CAULK ALL WIRING — - - - - - - - - - - - - - - - & PLUMBING OPENINGS BETWEEN FLOORS I I J I z 18' 22'-9' 18' 31'-10 ' _6 20'-2' I I i I W 00 I I I I �- I 8" POURED CONCRETE FOUNDATION WALLS0 00 I `) I W/ (2) 5 REBAR AT TOP CONTINUOUS I O N I -a, UNEXCARED CONCRETE BLUESTONE OVER FOOTING W 23) P5URE AR CONTINUOUS I N #10, 6"x 6" W.W.M. I Y 17 I - - - - - - - - - - - - - - - - II - � > X �Q 1 I I i 15'-10'% RISERS EQ. 0 6 1/6" MAX. I O Ld� �O mz 1 TREADS O 8'-0" X 12" _ _ I VERIFY NO. OF STEP PER GRADEelf O m I I NUMBER OF RISERS UP VARIES U (3) 1 3/4 X 11 7/8' LVL W/ (2) 5/8" X 11" STL. FLITCH PLTS ` — — — I I — — — W O_ O — — — — — —4EAIN l� — — — — a-00 — — - — — �OCKET POCKT _ _ _ Cu �J I — I 12" POURED CONCRETE FOUNDATION I — _ _ I �' WALLS W/ #5 REBAR 048" O.C. VERTICAL r - - - - - - - - - - - - - , r �i� T I r Q ON 1 y I I I I zN � � 6'-4' 18' 6'_4' 18'I 6'-4' _ 18' I I • & (2) #5 REBAR AT TOP CONTINUOUS � I I I I I I %O I z I C9 OVER 10" X 20" POURED CONCRETE , I 3'-0' I I 11 n FOOTING W/ (3) #5 REBAR CONTINUOUS I I r� • __ J I I I I 1 I 1 = ,� -- u: `. I a I - - - - - - - - - - - - - - - - - — � ST IR P 1 1 3 4" X 11J7,�8' LVL WL 5 8" X 117STL FLITCH LTS I I .+ �` I o B AM BEAM j • ,� 1 UNEXCAVATED 1 I 11 11 L - - - - - - - - - - - - - - - - - - - - - - CKET cu BLUESTONE OVER POCK I - %0 N 1 1 4" P.C. SLAB W/ I � I I I o f \ � #10, 6"x 6" W.W.M. I N 0 11 % _ 1 I I I a PROVIDE MIN. 24" \I I I DIA.I I I I I � 1 X 24" DEEP DRAIN POOL I I I o � I I I I I I I I I I I I � 1- W CELLAR 1 W/ STL GRATE - PITCH 1 I .+ -� I tL I I I I I I I I I I I I a 4" P.C. SLAB ON SLAB TOWARD GRATE I SISTER A 3 1/2" X 14` A.P.B. 004 MIL. POLYETHELENE w -� I r� - -� -�- - - - - ---- TO EACH F.J. UNDER ISLAND a VAPOR BARRIER� 10'-0" SLAB TO JT HT r+ VERIFY WITH ELEVATORla 6" R-19 BA I U ( ) TTS IN FLOOR OVER v 1 I I w��r� 1 1 j I I I I I I I I I I Ij MANUFACTURE SIZE & la 10 ALL EXPOSED HOT WATER PIPING I m I o FW 12080 DEPTH OF PIT d. a AND/ OR HEATING DUCTS TO BE O a a1 I I I I I I 1 I I I I I I _ I 4'_6�- X o ® INSULATED AS PER N.Y.S. CODE ® a ;° `O - - OS f - -L — _ _ � - -L _ r II r — L� dFAM I 3 1 4" X 11 17/8'1LVL L LI' - a N ( / ¢ 58" XI11" 8 OCKET / O L. FLI CH PLTS 1— _— ~ ~ n; 1 5'-0• I I I I 1 1 1 1 1 1 1 1 I 10'-6' 10'-6' 8'-3' 10'-2 ' a I -- o I 10'-11' 10'-11• 2 I I 'lo f'') I „/ cv) 48"X48"X18" POURED CONC. 1 I II I I 'I I 2 I I I 500 I PSI I FOOTING I L. c w I 1 I r'-1 — � I � � F_2 � (5) #5 REBAR EACH WAY/ 1 I AT BOTTOM 1 -- 7" X 11 7 8" A.P.B� I I 7" X 11 7L8" A.P.B. L�e I� 7" X 1 � � I r � r � r _1 � I 3046 D.H. 1 �` F 1 F 1 8" POURED CONCRETE FOUNDATION WALLS 1 CKET 10'-4' I I 10'-6' 1 1 I— — I F-2 I r-1 W/ (2) #5 RE20'BAR U TOP CONTINUOUS J 17" X 11 7 8 A. .B _ 7�X 11 7 8" A.P.B. I I a I OVER 10` X (3) POURED CONCRETE I L — J L — — J 7 XJ 11 7 8" A.P.B. I 77 X 11 7�" A.PIB. L" _ �1 �� 77X 11 7 8" P.B. I o FOOTING W/ (3) #5 REBAR CONTINUOUS I I 1 o I ' I I i I I I I I 1 I CD I I in I I I I - - I I I L —�— J L ,'— J Cn I I L - - J 1 3046 D.H. % I i I I �-1 �-1 I I I '� — , � I I I I I I AM ��� I I 7" X 11 7 87A�P.B. I ��� 7" X 11 7 8" A.P.B. �� �7' X 11 7/8" P.B. I 71 X 11 7 8" A.PIB. 17 X 11 7 8" A. .BI I — — — _ I O 7" X 11 7 8" A.P.B.i I I I I CKET _ _ 0 -- ------ I L — J L - - J I al ---t- _ � Loll _ J I I I - - - - I - - _ ` — - -1 a I -r L - - - J LA: I r - - Q) XI w I 4'-0' 8'-10' 11'-4 ' 11'-4 ' 10'-2 ' x N ---- N I a I 10'-4' i C `'I� I 0 � I I PROVIDE HANDRAIL 0 36" r7I O a I I I I . 1 L � � I M Cu I • 1 �� ABOVE ST IR TREAD NOSING � I I I ® W/ BALU TRADES SPACED AS ST IR vWi NOT TO A OW A 4" DIA. SPHERE a I I C l� TO PASS RU ANY AREA d N 1 I Q Y WA POURED CONCRETE FOUNDATION II I Vo I '~ ~ 1 I Z �Q1 -I O WALLS W/ #5 REBAR O 48" O.C. VERTICAL — — — — I I I V Z 0 & (2) #5 REBAR AT TOP CONTINUOUS I m %0 0 - J of OVER 10" X 20" POURED CONCRETE °' ED t2 I I J FOOTING W/ (3) #5 REBAR CONTINUOUS I a N ® — — — — — — — — — I I I _J " w � I �- -- I^ a cv I "' 3046 D.H. 1 o I I 12 I 11'-4• I I Z z -- I I 1 I I r� () I a---- In I I L- - - - - - - - - - - - - - - - - - - - - -J I � I I _9u Q Iw p z -- � I I y o I 3046 D.H. 1 - - - - - - - - - - Cu Cu _J �/ I O U I 1 — Cu " " 0 - - - - - - - - - - - - - � I - - - -' 1 c� D ° � I UNEXCAVATED 0_ �- U f- U) 7�X 11 7 8" P.B. _ AM BEA _ I I BLUESTONE OVER • POCKET POCK r _ _ — _ — — 4" P.C. SLAB W/ 17'-9�' EGRESS WIN OW #10, 6"x 6" W.W.M. I I date'18 2 11'-4' 2 I DECEMBER 2020 o Cn I I METAL LAD R SECURED � I TO SIDE OF WELL WALL -4cu I I J 6" DIA. STEEL COLUMN I 1 %D SCaI e; I I I 1/4" = V-0" N 4" ( 2,500 PSI ) CONCRETE SLAB I `o I I Cl) 1 "a W/ 10 GA, 6"X6" W.W.M. OVER cu I - - - - f I drawnb I N I — —I — - ,— I u; 004 MIL POLYETHYLENE 1 I .r BARRIER - TJI PRO 560 14 F.J. —VCONC,. 48' ® 16" OC 8'-4' `-69,-2, 10'-5'I L - - - - � C.W.Kuehn 8" POURED CONCRETE FOUNDATION WALLS OVVER210f5XREBAR AT 20" POUREDPCONCRETE US FOOTING SCHEDULEproject no48"X48"X18" POURE2,500 PSI ) FOOT I FOOTING W/ (3) #5 REBAR CONTINUOUS FOOTING SIZE REBAR 20056 (5) #5 REBAR EACH WAY II =1JT=� =TAT= GARAGE I 1 34'-1' - (5) #5 BARS EA. WAY AT BOTTOM II II II II II UNEXCAVATED F-2 36" X 36" X 18" #106"x 6" W.W.M. 19'-0' (4) #5 BARS EA. WAY # ll m 11 -�I a SLOPE DN 2" TO DOORS 32'-8' F-3 30" X 30" X 18" (4) #5 BARS EA. WAY sheet II II II II II A — 6 II II II II II L_1L_JL_ll_J NOTE: THAT COMFASTENERS, HANGERS AND CONTACT WITH ACE -DOWN CONNECTORSdrawing title -�-�-� PARTIAL FOUNDATION PLAN - AALL LUMBER MUST BE DESIGNED FOR SUCH USE. PARTIAL FOUNDATION " 3/16" PLAN - A z Li 00 00 Do I U N N Y 10 HOME THEATER o I I I T X Q 9'-0" CLG. HT. 1 I I I T p Li LL. CARPET FLOORING ^ m z�0 CO U ST IR P W �� i I 0 30'-2' p cD ZC'4 SEATING PLATFORMS of A� _ FITNESS ROOM 0 9'-0" CLG. HT. ' SPORTS MATT FLOORING RECREATION AREA lu%-cvI %0 10'-0" CLG. HT. AIRHANDLER- \ OAK FLOORING : :CLOSET ` I DRINK COUNTER — v Ercul STORAGE CLOSET / \ fl . . . .BATH ,,;• 4, - ' f ,'; 6 0 p 9'-0" CLG. HT. 3070 - - - (2) 070 3070 TILE FLOORING -.-.-.•.•.•. . . . . . . . . . . . . i`j , 1v - - - - . . . 2' 10 4 2' 10 4 2' 9'-3' 2' 7 3 2' 9'-3' o '3070 s.d. Lo R O '. 3070 ---------- I . _ GUEST ROOM#2 Z 2670 p ------ I _ 1 10'-0" CLG. HT. � 070 2670 ---- I Cu OAK FLOORING s.d. PROVIDE FIRE BLOCKING AT 8'-3' 6'-1' 4 S'-0' 4' 5'- m (1) 2"x 6" PRESSURE PREOPERATIVELY UNDERSIDE OF FLOOR BETWEEN WALL ao s.d. ,`rt, a cu M w TREATED SILL PLATE PER R323.1.2 AND FOUNDATION ry a a JI I BATH v 19'-0' 5/8" DIA STEEL ANCHOR BOLTS MAX ® 36" I o O.C. WITH 3" X 3" WASHERS, WITHIN LAUNDRY 9'-0" CLG. HT. 670 I 3080 INSUL. EXTERIOR BATH W 9=0" CLG. HT. WASH DRYS TO BE VENTED TO TILE FLOORING Al 3/4 HR FIRE RATED 1n 12" FROM ENDS OF EACH SILL PLATE PIECE. TILE FLooRINc OUTSI E AIR W/ RIGID MTL p SELF CLOSING 9'-0" CLG. HT. j EXTEND BOLTS MIN 7" INTO FND & SECURE - I DUCT - PER M1502.3 I TILE FLOORING O W TO SILL W/ WASHER AND TIGHTENED NUT PROM E LOUVERED EXHAUST C INSTALL SILL SEAL & TERMITE SHIELD. R COVE PLATE ON EXTERIOR -- & GUN STORAGE \ / a) N ---- 11 GUEST ROOM#1 2670 & o O �n - -i 10'-0" CLG. HT. SAFE ROOM I O I ---- OAK FLOORING zp �o 307o UTILITY ROOM � GRADEL 1/2" GYP. BD ON CEILING OVER __-- PROVIDE (1) LAYER 5/8" LING 2" X 4" FURRING STRIPS ® 16" O.C. ---- TYPE X GYP. TO WALLS & STORAGE PROVIDE FRESH AIR FRO OUTSIDE i 6'-1' Z0 15'-0' 8'-9' 11'-2' 9'-8' CD Q J Of MIN. 1 1/2" ( R-10 ) LOW DENSITY -J O Z 0 >- g FOAM INSULATION I LJ - O D o W �- z 2" X 6" WOOD STUDS 0 16" O.C. J D 0 > 72- Q L�J z 10" POURED CONCRETE FOUNDATION Q O WALLS W/ #5 REBAR ® 48" O.C. .o HORIZONTAL 1/2" GYP. BD. OVER 10" X 24" POURED CONCRETE O .� J O U � o FOOTING W/ (3) #5 REBAR CONTINUOUS UTILITY ROOM Q) 0 I- 3 O z -6 MILL VAPOR BARRIER BETWEEN S1UQS $ AND FOUNDATION WALL PROVIDE (1) LAYER 5/8" �� TYPE X GYP. TO WALLS do CEILING 1/2" EXPANSICN JT. PROVIDE ALUMINUM TRACK AT BOTTOM PROVIDE FRESH AIR FRO OUTSIDE Q d- U F- V) W/ PREMOLDED JT. FILLER OF STUDS 4" POURED CONIC. FLOOR 2" X 4" KEY-WAY SLAB W/ 6'X6' 10 GA. WWM I L ate DECEMBER 2020 scale; b 1/4" = 1'-0 drawn bu 24" RAVEL BASE checked bu C.W.Kuehn NOTE project no FOUNDATION WALL DETAIL INDICATES MIN. 50 CFM FAN VENTED `e 20056 TO OUTSIDE AIR FINISHED BASEMENT PLAN s.d. INDICATES HARDWIRED INTERCONNECTED FINISHED BASEMENT AREA - 2,793 S.F. O SMOKE DETECTOR sheet # C ARBON MONOXIDE DETECTOR CTORCT A — 7 drawing title BASEMENT PLAN 2" X 6" WOOD BLOCKING "SIMPSON" JOIST HANGER 5/8" PLYWOOD SUB—FLOORING 25'-0b' — — — 5'-0' 22'-8' 5'-0' 28'-7' 23'-1' 0 3'-0' '-0' 4'-4b' 6'-11b' 6'-11hi 4'-4b' '-0' 3'-0' 4'-6b' 6'-6' 6'-6' 6'-6' 4'-6b' 8._4• 8'-11h• rJ.-9b. 0 0 e o r ——I——————I—————————— —————————— —————— ———— r— ———————————— ——————————————————————— c , 7- x 14" A.P.B.. I , _ 7" x 14" A.P.B. 2" X 12" F.J. ® 16" 0.C. W 12 X 22 STEEL I—BEAM I a I I I GRILL STATION I �2 i I 2" X 10" WOOD BLOCKING 1 0 I 1 I N COVERED PATIO t2 COVERED P TIO I o BLUES ONE SLAB , w a I d I BLUESTONE SLAB I SECTION THROUGH BRIDGE 1N 00 o o co o N 1 1 O W I Li 00 M O co O M I I 0 x I I N [7 0 N 1 1 d' N I = can = I I o Io w w 0 1 I I00 w w w , , r 1 c0 cV -- , OPEN PATIO 1 m co 1 N I 00co I I BLUESTONE SLAB 1 m M roi W I o (2) 2" x 12" (2) 2" x 12" (2) 2" x 12" o , ( a 04 C4 �0 -- --------------------------- ---------------- -ljDflG 3026 is X UDH 213026 I rn = = I • �— CO N 5" DIA- N W Z) D — ((O O ��- UDF�G 3026 STEEL COL N , I I J X Q 1/4" X 11 7/8" A.P. -- — (2) 2"X10" 2)b/8=X 13 1/2-STL. FLITCH PLA T I 1 � S ELDICOL. BREAKFAST NOOK (2) 2"X10"o Cu I (2) 2" x 12" �2; STUD BETWEE UNITS J N O w 0 ///�J� I/ \1 m Z trI I O (h N N N N N N N N N N • Cl) CD 0 0 00 0 0 0 0 0 C. 6 o coo �UDHG2 3034 . S IR DO I ' I � iV 4X10TABLE N M M 0 M M M co co M co (`m x X UDHG2 3 4 W O co Au `� I 0 v N 0 0 a 0 0 0 0 0 0 0 o a N N � a w w (n w w w w w w w w co � = _w X X -r X X X X X X X X -1 N v I- D LL LL w LL LL LL. LL LL lLL LL LL, w v - TJI PRO 560 - 14" F.J. O nm ® 16" OC , z CV a i Cu (2) 1 3/4" X 11 7/8" (2) 1 3/4" X 11 7/8" (2) 1 3/4" X 11 7/8" (2) 1 3/4" X 11 7/8" I "w • • • °p -� L, - BETWEEN UNITS LVL - BETWEEN UNITS LVL - BETWEEN UNITS LVL - BETWEEN UNITS to Cu °' In SCREENED PATIO 1 _ '" o %0 VAULTED CEILING O ! 4 c` N x BLUE STONE FLOORING et 4" X 6" X 3/8" STEEL 00 m w I TUBE COLUMNS BETWEEN N 0_ I t o I p UNITS - TYPICAL v So Z) UDHG�3034 1 \ R ! ORME SlORACE SIOBAOE BTO"IGE C of Z N N 28'-7' ' 22'-1' a L'' I 1 In - Ln 1 -d: O 119" ATERFALL ISLAND 31'-8' ® Q I N W , I a a GAME/RECREATION RM � x o UDHG�3034 M In 1 a F F ^I I �7 10'-0" CLG. HT. : N N 1 — KITCHEN x711 11 l 1 °D :. OAK FLOORING Cu NN I LIVING ROOM , E III o OPEN ABOVE OQ I • 4'-6 ' Cu TJI PRO 560 - 14" F.J. I '� 1 4" X 11 7 8" A.P. ,� >." o , c L=Jf, MW�VZ S MiCF Tn "'1B' 105' NK R 119'PREP ISLAND L. - ------------ --------- - --- ------ T-10' 7!-10' T_10' I Job, -emu 1 I i 48"WOLF RANGE I • o X UDH 2 3034 BATH N 28'-T CLOSET it 2c B' YJ5" 3Y 10'-0" CLG. HT. 10'-0" CLG. HT. • I I TILE FLOORING TILE FLOORING 6" IA. 6" DIA. 11b' 1 -: , --1- STEELCOL STEEL COL. 5'-9' ' 5'-0' ' 3'-2' ' , � a� 12' 2' 2 �I 8'-1' 4'12' -------- W 12 X 58 STEEL GIRDER - - � i to I I ^ I 1 I11 o ^ I I 1 HANDRAIL ® 36" W/ CABLE c I �--- 3080 EXTERIOR ENTRY DR 1 x 1 x PANT I I o fU o % I I s•d• CT r 1 ____ _______ - - -- -�- iv , N 10'-0. CLR3. HT. 1 I w I RAILING SPACED AT 4" O.C. I 1 'C I o UDHG2 2026 z I 4 I n1 OAK FLOORING i I v I `r 6" DIA. 6" DIA.'4- I I 1 Q I M" I I I a STEEL COL. STEEL COL. t 1 Vll�e " A�P.B. UPSET__ 5 1/4" X_11 7_/8" A.P.B. W 12 X 8 STE GIRDER % 1 `�-� m__ __ 6'-8' $'10' '-4' a 3080 3080 5 1/2" X 11 7/8" A-P-B. Ii I �L_--- 0 1 $1 js..(d. 10'-5 ' I o o N 1 1i1IL� 011 UDHG2 2034ZD� 1 , 4X10TA LE P DR o 2" X 12" C•J• O10'-0 CLG. HT. t o l 0 4,� O 16" O.C. r�lJ I TILE LOORING 't o ! ! o m I UDHG2 3042' I a • 1 I � AI '�I t FOYER % PARENTS LO - sTt o aQ ^ j TEMPERED I I IV ZI ! P o ® 10'-0" CLG. HT. JUNIOR 0 ® Z `I a OAK FLOORING MASTER BEDROOM a cu I ELSPD6080 m I o m o 1 , 1 0 , 2 2 Xt � ~ 10'-0" CLG. HT. � UDHG2 3042 I \ a (U N 1 I _ m _ I _ ~ OAK FLOORING �' '" o x , TEMPERED I 1 I I I I N 12 -0 I , --L `0 1 I ® ININ ROO -i I , N I I I a 0'-0" LG. HT 1 • , N N OAK ORING L,, 1 1 11'-0' 20'-4 UDHG2 2034 1 UDHG2 3042' 1 I 0 Z I I I I Y TEMPERED o I , M Z LID J 3034 I _ I _4(u Z ¢ z J O • I 1 I 1 a w 1 I 2 2" x 1 �2; STUD BETWEEN UNITS I _J Z 0 I I ) 2 2"X10" 1 N W Q/ 11 UDHG2 3042* I -- -- • � 1 I m I I I p Ii1 ~ Li Z Q' TEMPERED I I N 1 I x o UDH J 3034 , L I I m -� H F- I 1PCT 1 I 2 2" X 12t - PROVIDE N"`V �r I w a Q Z 1 1 I �2; STUD B TWEEN UNITS 1 I 0. < , Q �, O J I I 7" X 14" A.P.B. UPSET J o 1 LL_ Q! LL O I , 1 M M M I �o �I 1 Ld Q I 0 U o M COVERED PATIO (� M l a - I L 0 Z Y 1 , = BLUESTONE SLAB ti ci (D 2 a iv 1 Z r O w�, rLi- --------- ------------- ----- I 0 N p I O L>D D O LL. _ ——— ——————— -- --� - ! x ,� I L 1 MUDROOM S z I M Cl) M N N o x I Q- 'Ct� U o 0 o v �w v 1 ! 9 ^ I 1 10'-0" CLG. HT. aw I N N N N Ow ON! N 1 TILE FLOORING I I 0 Q (D (no- z� I 2 2 NOTE: PROVIDE DOUBLE F.J. UNDER ALL xw 0 0 0 0 0uJ 0 IxW i 1L2_X 11 7 8" A.P.B. 5 1/2- X 11 48LA.P.B. 51Z2" X 11 7 8" A.P.B. i date; PARALLEL PARTITIONS ABOVE I TJI PRO 560 - 14" F.J. , IilN I I DECEMBER 2020 1 0 16" Oc N I Lu - ------'I NN L------� C) , 1 Scale; 00 NOTE: PROVIDE SOLID BLOCKING UNDER ALL .... M3 I ___ _______ _______ 1/4" _ V-O" POSTING TO LOAD POINT BELOW i L drawn b 1 EGEND if NOTE: PROVIDE SOLID BLOCKING BETWEEN 1 0 91- o' o 9' lo' 10' 8' 11'-11• o ® CORNER POST HOLD DOWN BRACKET FLOOR JOISTS UNDER ALL PERPENDICULAR i lo'-$ 34'-1' SEGMENTED SHEAR WALL checked bu; WALLS TO FLOOR JOISTS I 1 HOLD DOWN STRAP 1 4 CAR GARAGE I POST FROM ABOVE C.W.Kuehn I M SOLID POST project no; PARTIAL 1ST FLOOR - A 20056 NOTE 3/1611 = 1 '-0" ,� INDICATES MIN. 50 CFM FAN VENTED ' `��'' TO OUTSIDE AIR 1 ST FLOOR AREA — 4,192 S.F. 8 -11 8 -10 2-7 6-il 6 -11 2-7 6 -0 SO -3 10 -4 6-1 Sheet # GARAGE AREA — 1 ,853 S.F. Yty�sX•�d(�• INDICATES HARDWIRED INTERCONNECTED SCREENED PATIO — 515 S.F. '-6 13'-4h' 17'-9b' 19'-0' 32'-8' 0 SMOKE DETECTOR Q FRONT COVERED PORCH — 705 S.F. � — 8 CARBON MONOXIDE DETECTOR CT drawinq title PARTIAL 1ST FLOOR 27'-8' 13'-4' 4'-0' I I I I i MUDROOM z -------------------------------- 27'-8' _ 0 11'-8' 0 4'-0' --- — -------' L— ---, I - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - -J L - - I ' 00 I W 93 I I I I I r 1 c0 N m _ I I ; � v '�N 1 3080 INSUL EXTERIOR 43'-8' i i------ — J 1 1 SELF CLOSII In 3/4 HR NG 1 ----F I W Y - — -- — I o L---- 1 I 11 X I UDHG2 3034 I I I N Cu J 4 CAR GARAGE j - X TOP OF WALL I II 1 a PROVIDE (1) LAYER 5/8" � f 11 I . X �Q 6" BELOW SLAB I I DI TYPE X GYP. TO EA. SIDE OF WALLS I I I I I II 1 I I & (2) LAYERS TO CL'G OF GARAGE �Ii 1 u) m Z �±�p��+� I I m INSUL WALL W/ 3 1/2 (R-15) INSUL t o I 11 I I GARAGE I I INSUL CEILING W/ 6" (R-30) INSUL 1 I� I O I I UNEXCAVATED I I a a io m 1 I U o . 4" P.C. SLAB W/ . . 1 a I i° ® a I I . W O DO 10, 6"x 6" W.W.M. ao �j GLASS & ALUMINUM 11 1 �I 11 is 1 UDHG2 3034 I(�f/ In ap I I SL PE DN 2" TO DOORS I I In 18090 GARAGE DOOR1 x 11 I xl rl �11 N In ` = Cu I I N I I N 1 . Iw LL: in w xIN I Cu � Ia o a i. l I N I I I I 1 ' : .2 D I O ry 11 1 N I o 1 I I .icu z N mi I II I I I I I Ila in a 1 I Ila LO dl I II I n `0 I I (if ® I I = c0 I 10" POURED CONCRETE FOUNDATION I I I I a 1 . WALLS W/ #5 REBAR 0 48" U.C. VERTICAL N I 1 x xl I UDHG2 3034 I & (2) #5 REBAR AT TOP CONTINUOUS I I '" I I � F' n I :4 U OVER 10" X 20" POURED CONCRETE I II 1 II �' I FOOTING W/ (3) #5 REBAR CONTINUOUS ------ --, 1 191 --� N I I I I i 44'-0' i i o ivI �- - - - - - - - - - _ - � -_ - - - - - - - - - - - - - - - - - - -J I I I I in I I (2) 2"x10" I 1 II 3080 INSUL EXTERIOR II i I 1 I II SELF CLOSING 11 1 I - El !,c 1 4 C, . Cu a ui I wl 'Iw 7 wl' w1 I i n IIj . H I N jII jI N N % 1 1 i 1 (U I O 1 1 I I Cu N 1 0 Gcr j I a 1 a �0 0- I d 1 d I� a� I x I x x11 xI I I'll I Tl- 3080 INSUL EXTERIOR 11 1 I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I SELF CLOSING I • I I � I I (2) x1o" � 1 I Au I I 10" POURED CONCRETE FOUNDATION I I . I 11 1 I 11 I CD WALLS W/ #5 REBAR 0 48" O.C. VERTICAL I CD I 11 1 � 44'-0' 1 II � I In & (2) #5 REBAR AT TOP CONTINUOUS I OVER 10" X 20" POURED CONCRETE ^ I I I N FOOTING W/ (3) #5 REBAR CONTINUOUS I I 2 1 w w 1 e x 1 UDHG2 3034 O a Ia a U w w1 N Z, I I I GLASS & ALUMINUM I ao c I = t o a a 1 t o N I II 1 I I o . D1 STORAGE �11 0 I U GARAGE I et 9090 GARAGE DOOR I ^ (+7 1 m m 1 fO �° 11 I I c0 c2 1 +, LO ~ I I U P.C. SLAB a) I I .a x ~ I IQ < p ® m TYPE XRGYP.ETO EA. SIDE LAYER OFWALLS o m11 O ® I '� o TOP OF WALL 4" .C. SLAB W/ 1 w n I 6" BELOW SLAB 10, 6"x 6" W.W.M. �p I I . a a & (2) LAYERS TO CL'G OF GARAGE < I a I # N I INSUL WALL W/ 3 1/2 (R-15) INSUL I- 1 of o aD SLOPE DN 2" TO DOORS '� I I o I I / ( ) '' I F ^ I 1 x x F- �_ INSUL CEILING W 6" R-30 INSUL I I I LO Al 11" I i1 01 o x UDHG2 3034 _ I N Y N I - - - - - - - - -- - - - - - I I I I �- 1 0 O I I I Cr- CD1 II o -J p Zoo L- - -. - - - - - - - - - - - - - � I I 1 11 1 F' W L --------------------------- 2 2"x10" 2 2"X10" I 2 2 X10" I Z W D Z > 0 > I co Cl) 0CY) 1 Q Q I"�J 0 1 N N N 1 LL Lr O L--- ------ , ---------- ---------- ------- -- w p I 0 20'-6' 24'-6' 0 0 0 J p UZJ 4'-11' 7'-4' 7'-4' 4'-11' O O a G�7 D 3:0 LL.O 45'-0' Q �!- U U) 20'-6' 24'-6' 45'-0' date. DECEMBER 2020 scale; LEGEND 1/4" = V-0" drawn bq: PARTIAL FOUNDATION PLAN - B PARTIAL 1ST FLOOR B ® CORNER POST HOLD DOWN BRACKET _ in SEGMENTED SHEAR WALL HOLD DOWN STRAP checked b E3 POST FROM ABOVE �' 3/16" = V-0" 0 SOLID POST C.W.Kuehn project no NOTE 20056 INDICATES MIN. 50 CFM FAN VENTED TO OUTSIDE AIR s.d. INDICATES HARDWIRED INTERCONNECTED O SMOKE DETECTOR sheet # VCCARBON MONOXIDE DETECTOR A — 9 T drawing title GARAGE PLANS - - a 84'-4' --— 32'-8' 28'-7' 23'-1' _ 16'-5' 4'-7 ' 4'-7 ' 7._0. 4'-6 ' 6._6. 6'-6' 6'-6' 4'-5�' 2'-6 j' 4'-7 j' 4'-7 j' NJ LEGEND -- -- - M CORNER POST HOLD DOWN BRACKET --------------------- ------- ------ -- I- I SEGMENTED SHEAR WALL f 1 --- ------- I I r , ------ ---------------1==� HOLD DOWN STRAP L,---I L-J I _J I I I C3 POST FROM ABOVE L_J I ® SOLID POST I I I RAISED DECK � NOTE j ;,rt; INDICATES MIN. 50 CFM FAN VENTED RAISE DECK TO OUTSIDE AIR I W 00 I s•d• INDICATES HARDWIRED INTERCONNECTED I I O SMOKE DETECTOR r 1 00 U r� N CARBON MONOXIDE DETECTOR 04 CA I W No N CT LLJ r ------------------ -----=Q------ --� v C> v I ---------------- �- N o N ---_— ---_— N I N ------- — I I = = I I a I O cfl I I w I j o � p 1 CJ � w � I T X �Q I1 I 1 m Z� --T__ - I o `r IL_J L_J L-J L__ _JI r•_-_------ I (2) 2" X 12 - PROVIDE I cu I I I 1 2 STUD B EN UNITS I SR 2" X 12" - PROVIDE fU I I U lR� STUD BETWEEN UNITSIn Li I ---- — \, I I • I o 0 00 I O I 1 c+17 I ' 22'�-6 �N I ESAWN3026 is "y I o I J = X UDHG2 3022 � ~ I I I (Y it--1 TEMPERED v w I 1 ❑ 22'-1' 1 N L_� cND _ MASTER 1 I z N I 2" X 8" C.J. O 16" O.C. I ^ IL J I BEDROOM#3 I I �— .. linen �/ �/ / �/ I HIGH O 11'-0" AFFEl MASTER — 1 PREFAB I MICHAEL'S ROOM I I CONTINUOUS 7" X 11 7/8" A.P.B. I I I BATHRM#3 11'-0" CLG. HT11 . I I 1 (D tU / GAS I OAK FLOORING %0 I 9'-0' CLG. HT. �\�/ FIREPLA q I I I v I TILE FLOORING I 4" X 6" X 3/8" STEEL % PREFAB I • U 1 TUBE COLUMNS BETWEEN -�U GAS I I I ' N I� c 1F - �� I , UNITS - TYPICAL cu FIREPLACIE MASTER ao a a+ cu •^ !L_J — 2 x e' c.�.� I 1 I I � r BEDROOM#1 a 1 2" X 8" C.J. ® 16' O.C. 1 ❑ 0 1 PHILIP'S ROOM I �0 16" C. '" 11'-0" CLG. HT. N I ESAWN3026 LC, -E HIGH ® 11'-0" AFF I v I OAK FLOORING I ❑ \ 26 6._7. 17'_0. I 5'-0' 12'-0' 1 1 1 0 I • __ i LIVINGOPEN TO BELOW = o c N ILI UDHG2 3022 X I I I s.d. (UFn - - Y�c .._.__,_. . I Ir-� r--I r- 1 r- o `O `O j s;t 1 .. 11 I I I I I I v DRYER TO BE VENTED TOL-------- I .:.i;..: :��;'•. i OUTSIDE AIR W/ RIGID MTL I S.d. n�tr.T _ PER uisn23 ` I o Y " o Y 9'-0" CLG. HT. �_ ~ ;.:. PROVIDE LOUVERED EXHAUST I W.I. CLO �a � tOO 1 F T --- -� 1 COVER PLATE ON EXTERIOR I - -- N o N o OAK FLOORING I \ 28 7 --- I W.I. CLO I will �= I9'-0" LG. HT. I ( 3070 --- I _ ._ xa �'Q I OAK IOORING I I �� �� �`,I -^1 9 0 CLG. HT. w OD I I I OAK FLOORING o z `p X 5 I I I 0 . 00 Y �p w o UDHG2 3022 - _J o_ ----- `co o w S O U Y x � UDHG2 30,2 a d s.d• r,o O W • 70 �� -IKU N a N m M M - N I I o In s'd. ^" X UDHG2 3022 '~ N 7'-1• - I I I >< CT i I I I M z UDHG2 30,2 Ow I I ,_ I , W p x o ci I I N U_N_DRY �� 4'-6' . I 6 0 4'-0' •X 8'-10 ' I . I 5._0. ,_ i 1 5'-6' 4'-0' N N 0D N N s' 0" CLG. HT. '�a 13 6 I �o Tl FLOORING 3070 N ® 5 1/2" X 16" A.P.B. - UPSET I I i Of 3070 1 11'-7' _ U-1 0_ ----- L--------------� I o ° W -i r------ L JJ 1 . - FOYER (3 q I11 w v7 I I S.d. '` 6 v~i= OPEN BELOW I 9 -1 5-7 ' �, w 1 2670 0 9 L T x `0 I WI. CLO. 2670 �D \/ �/ make-up linen 0 x ��(( L ------ o iv ® I 9'-0" CLG. HT. S.d. W.I. CLO.-- L L a� cv I s'—o' CLG. HT. 670 �/ �/ �/ �/ �/ ON _JI UDHG2 3020 OAK FLOORING + 00 TEMPERED _ AI �/ �/ \,MASTER - I I a P \/BATHRM#1i II\/ \o r I 2 2" X 12" P OM E BEDROOM#2 `9'-0" CLG. HT. V Z TS 1 �2� STUD BE EN U TS 2 2 10 PHILIP'S KID'S ❑ \/OAK FL09RING/ UDHG2 3022 UDHG2 3020 I 2" X 8" C.J. 2" X 8" C.J. I I TEMPERED ® 16" O.C. 1 OAK FLOORING � 9-0 CLG. HT. --- TEMPERED 16' O.C. I . 1 1.1114 ---- — s.d BEDROOM#4 j o z .,'", X 8" C.J. \/ \/ UDHG2 3022 UDHG2 3020 �'a MICHAEL'S KID'S 1 5 0 11 I, N TEMPERED CO X ❑ o UDH 2 26 I ® I O.C. U V Z Q -j 0 'TEMPERED I 9'-0' CLG. HT. I C7 OAK FLOORING I o �' 2" X 8" C.J. \V / \/ \/ \/ �/ \vv _ J Q Z Q } ., ESA 3026 r-� ,-T, ® 16" 0. r W to I 19'-7' I N m 0� I U _ \/ �2470\/ \� LL Jl lA i " '- W BATH#2 F' CKET Z ON UDHG2 3020 UDH 2 26 I O O Z CCpp 8'-0" CLG. HT. TEMPERED I DECT 1 � • . 1 N N o o TILE FLOORING j I N i 14. 1.. \/ 5'-1 ✓ \ j- ;n J F- LD //nn (n f- I V I 2 2 X 12" — PROVIDE I �� � I X 12" — PRCL�] < Q O (L Z) �2; D BETWEEN UNITS o L2 2"X10" 2 S" D BETWEEN UNITS \ 2 "X10" W O IOC N N ` L—————— — ——————J i U U J En V/ Z 14 w O0 L� � QO o o- Q_ � U �- cn ESAWN3030 5;z 50z > • • Mz a•w a.w c� c� I I ESA 3030 cu cu M co date. ESAWN3030 x 0 X 0 ESAW 3030 I L J I 1 J 1 r�� rr�� DECEMBER 2020 Ntn NN LLJJ LLJJ - N Nv scale; 1/4" = 1'-0" N � drawn bu, N O 04 O LU N et Q w N O N N O ��'52 N M M N "w o CN _ _ _ checked bu C.W.Kuehn project no; 20056 PARTIAL 2ND FLOOR---- - A 13._4 . , 2 7 6 -il 6'-11' 2'-7' 8'-8' 7'-8' 7'-8' 8'-8' 3/16" = V--0" sheet # — 32'-8' 19'-0' 71, 32'-8' A - 10 -- 84'-4' drawing title PARTIAL 2ND FLOOR (0, ;>100,4 R502.8 -- CUTTING, DRILLING AND NOTCHING: STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHES IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION: R502.8.1 SAWN LUMBER: NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE VI LONGER THEN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MEMBER. THE TENSION SIDE OF MEMBERS 4 INCHES (102 MM ) Z OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED W In OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF TDO HE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE �N TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHER HOLE LOCATED _-_-_-_-_-_- -_-_-_- -_-_-_-_ U I`(0 IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE SHALL NOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. M I I 5 1/2" 11 /8"' - UP ET ABOVE ABOVE I I M • O R502.8.2 ENGINEERED WOOD PRODUCTS ' ' - POST OST - ` - - ` ' ' - >- CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE i i lABoyE: BO � % i i I xo z< LUMBER, STRUCTURAL GLUE-LAMINATED MEMBERS, CROSS-LAMINATED 2670 I I � I I Cr) m TIMBER MEMBERS OR I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED i i 1s'-11 • BATH 12'-6• '-1 i i ^ V U o BY THE MANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF UDHG2 3226 OAK FLOORING 2670 0� ' I UDHG23226 W N o00 SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE i i &� 1 2" X 8" C.J. i i LL = MEMBER BY A REGISTERED DESIGN PROFESSIONAL. C, N ~ I I W I 016" O.C. az (1.1 UDHG2 3226 1 1 1 ' N o s.d. c �0 1 41 I I UDHG2 3226 Cu N 1 w BEDROOM# ! X C 1 1 O cD j I I x 00 KRISIIN'S KIDS Cu 3070 PLAY AREA m I I z N x 9'-0' x o ` OAK FLOORING 9'-0" CLG. HT. I I I I N to I OAK FLOORING iv N UDHG2 3226 I I SE I 2670 1 I I UDHG2 3226 2" x s" C.J. s.d. 0 co 1 1 1 ® 16" D.C. 1 �.X 1 I II ti v II I 1111 z U I I I I W.I. CLqqh2670 1 I s'—o" cLG. I I I I OAK FLOORICD of I 1 II � I I II I I I III I I II I Qp IIII 11 I I � C POST 1 1 11 (') D Ll ----J DE ABOVE II -- ---- ---J II POST I I = ABOVE Cu Lr) 1 3070 • II • ' 0 U7 i s.d. 1 11 n I ao ao i f: w W UDHG2 3226 0 o UDHG2 3226 O z 2" X 8" C.J. os a z ® 16" O.C. a z • `• ' N UDHG2 3226 1 ' cu 3070 cu I 11 UDHG2 3226 (U N m L J OFFICE/STUDY %0 N m ., BEDRO M#6 �I 9'-0" CLG. HT. I .--i x KRISTIN'S OOM 2" X 8" C.J. OAK FLOORING x ' N 9'-0' CLq HT. ® 16" O.C. a N OAK FLOORING UDHG2 3226 civ I N cr UDIiG2 3226 ' r s.d. >, 0 1 0i -0 Z_ ON 11 OD 00 4'-11 'I 4._0. 4'-11 ' m ABOVE ARQVr POST I POST CL W II 1 W w 1 1j o 1 13'-1 ' i l w I. CL . o L) o 6 W.I. CL v1 I I o }0 N 0- N a 9'-0" CLG. . I I p W 1 1 1 4K FLOO NG OAK FLOORrN it 1 m I 1 ij I I L--- - 2" X 8" C.J. I p (V II I I I 01 s" D.C. 'C6 - i II 0 I I967n °• I 11 �d 11 1 I �� 1 I T I I U r 1et�o.6,1/ _ u� A0B0 E ^ I �0 I I `0 00 T �Ob p POST o - x m I I I Zo Uj�� T -o" GLG. ABO PWDR �, a I e" Q Y 9'-0" CLG. HT � 1 1 Q } J rt OAK FLOORINGi I _ E, _P -1 I Z � 0 I Z E EN NI I 1 J L-- ----- I Ld - W ' 1 4'-10�' 7'-1'0 1 j Z W Z o I I cz> 0 > 1 (2) 2" X 12 - PROVIDE I C D^ /(nn 2 STUD B EN UNITS --J I Q v Z L--- ---- ---- ---� L¢i O O O O It w Cq C3 w ow CD CD w Nfr N J N N Y U Z � 3 � Qw QW 0 o o N G� O O Q -. - U 14'-0�' 7'-0�' 9'-8' 9'-8' LEGEND 21'-1' 19'-4' date; ® CORNER POST HOLD DOWN BRACKET DECEMBER 2020 SEGMENTED SHEAR WALL HOLD DOWN STRAP scal e O POST FROM ABOVE 1/4" = V-O" PARTIAL 2ND FLOOR - B ® SOLID POST drawn bu 3/16" = 19-0" NOTE checked buy art. INDICATES MIN. 50 CFM FAN VENTED TO OUTSIDE AIR C.W.Kuehn s.d.INDICATES HARDWIRED INTERCONNECTED project no: SMOKE DETECTOR 20056 VCARBON MONOXIDE DETECTOR CT sheet # A - 11 drawinq title PARTIAL 2ND FLOOR (10e ;>Oe z - — -------------------------------------------- —--------------------------------- I I I I I I I II L__J L_J L—J L_J I I I I RAISED DECK I I I RAISED DECK I I ----------------------------------- In 00 I I I I I I z I I t I I I I I I �t- I I I I18 I 1 W rr- ------ r—� r--1 — 1 1---- ----- --------- ------ I ------ --- ----�--- I II I I I I I I 1r--- T— -I r---------- --------------------1----- 0 GO IL—J L—J L_J L— I^ 2" X 10" R.R.t I I 1 L__ — CDN ——, 0 16" O.C. I I I �u7 -------------J I I N 1 t O I I I I I I t Y M a � 1 � � I x I 2" X 10" R.R. 2'x to• R. I 2 x io• R.R. R. 2" X 10" .R. 07 I -- ------------ ------------------------ ---� I • — Ir-1 a ® I ® 16" O.C. o ia•o I is• O.C. ® 16" O.C. I 2" X 10" R.R. 2" X 10" R.R. I X L—J I ; ® 16" O.C. ® 16" O.C. t O W LL- I I I I I m Z I I I I I I o: t I r--1 I ' I d o I I J I IL_J d I t a�2 i 1 I L� Q ON ZO CO I o I I I N ® I ?. x t N M i I f I r. M I I iv OJ ! 2'x s•R.R. • \ ���` I 1 v t � o is D.C.o.c. 74 U 11 I I i I I II / \ � LL=J----------L=�—————————L==1--------- I I Vq4 I (2) 1 3/4" X 14" LVL - RIDGE 1 ----------------. I � o 0 ON�l I �A/ �, ql I P�S�14P o o I N pCq A I K 2" X 12" RIDGE �� •y Ir �9T I y 2" X 12' RIDGE -0-'ii•-',��, IN ci 12 X 10" R.R. r x A 2" X 10" R.R. I i .tl 77 P'� \0 Fq(S� O e L J il'•..,,e,- ^,,�� —, p t �j t C I ® 16" O.C. ® 16" O.C. I a�' o �. r O c ^ — j x ® 1? l� iv ® I I� Q �. it 1 G(FY x 04 r�G �T----- fP �P� ------------- - 'L+ o y�A L`1, ————————————————ov o I ZSF --- o II x I1 W ---- 1 41 I 1 x ------------------------ ---- I t n I I I w I I I _ t I I a I rr I I I — I I I LL J 0 2" X 10" R.R. ^ 2" X 10" R.R. I 2" X 10" R.R. ^ 2" X 10" R.R. � I ® 16" O.C. ® 16" O.C. 1 �t ® 16" O.C. ® 16" O.C. I I I j 0 I --------------� ----- J L -L----- --------------- ---------J ---- -- — --- �i 2" X 10" R.R. I 2" X 10" R.R. A i 2" X 10" R.R. i ^ A 2" X 10" R.R. ® 16 O.C. ® 16" O.C. ® 16" O.C. ® 16 O.C. Z O OO -J _ 2" X 10" R.R. 2" X 10" R.R. W 1 ® 16" O.C. ® 16" O.C. I r� r� r� r-i -� r-� r-� r- o Z W z I I L-JJ LL JJ LL JJ LL J >- O D 0 I I Cn Q I L 1 o z I I � 0 0O -----, ---- w O I 0 (.) J Y ---------------- I I ---- -----i o N j o I 0 I -- --------- PARTIAL ROOF PLAN — A date II I II I DECEMBER 2020 3/16" = 1 '-0" scale; NOTE: 1/4" = V-0" PROVIDE STEEL CONNECTORS Cam? INTERSECTION drawn b� OF VALLEYS, RIDGES, & DOUBLE ROOF RAFTERS checked bq; HATCHED AREA INDICATES ONE C.W.Kuehn ROOF BUILT OVER ANOTHER- ` ROOF UNDER TO BE BUILT FIRST project nog 20056 ALL RIDGES TO HAVE RIDGE VENTS sheet # A - 12 drawing title PARTIAL ROOF PLAN 2 x 4 continuous -truss or �eilin joist PARTIAL. ROOF PLAN B lateral brace at g ja min. 6'-0" o.c. 3/16" = V-0" 2 - iOd nails °a' joist NOTE: —10 - 8d nails PROVIDE ST=EL CONNECTORS @ INTERSECTION gable end truss OF VALLEYS, RIDGES, & DOUBLE ROOF RAFTERS 5d cooler nails at10" o.c. 20 gage strap , HATCHED AREA INDICATES ONE 2 x 4 block nailed to each f j ROOF BUILT OVER ANOTHER— brace with 4 - 10d nails -- 10 - 8d nails ROOF UNDER TO BE BUILT FIRST I Z gypsum board endwall studs I 2" X 10" R.R. 5d cooler nails at 7" o.c. / I ® 16" O.C. I In W DO ALL RIDGES TO HAVE RIDGE VENTS k 1 DO CEILING BRACING @ GABLE ENDWALL L r-N SCALE: NOT TO SCALE I I I I W .-. I I Y M I I af(D O I I X Q double 2" x 4" post to I I O w LL ridge H Al I I cl: L0 r----------- -————————— S?----------------- —�—�j �' ` L ———— ------- W O 000 2" X 10" R.R. 4 o I ����91, I = double or triple ceiling joist I ® 16" O.C. as per plan I B• ® I l N ( refer to 2nd fl. plan ) R---------� _ ----------n II POST 5 1/2 X 11 7/B" A.P.B_ RIDGE POST II I I IDGE RID I I I M II II = cD I \ / I RIDGE HIP POST DETAIL 1 \ U II II SCALE: NOT TO SCALE II 11 II 1 I jj I j II I II � II 2" X 10" R.R. 2" X 10" R.R. 2" X 10" R.R. II I I I ® 16" O.C. \ ® 16" O.C. / ® 16" O.C. I I I Ah I 11 I 1 II I =-- I II I I I SINGLE\MEMBRANE RUBBER ROOFl G II OVER MiN. 2" THICK TAPERED RI ID INSUL -------- OVER 1/ " PLYWOOD SHEATHIN I r---- JJ Pd'�•02 II ---------J POST POST i----______T1 I RIDGE RIDGE II II � II ai / \ ai II II a a II II a � II II 1'a II II In nl II II II x // \\ xl II N II II o II 1Ln / \ n II II II I I 2" X 10" R.R. 2" X 10" R.R. 2" X 10" R.R. I I a 16" O.C. 1 ® 16" O.C. ® 16" O.C. II Z*z u---------- POST / \ POST r---------Li 1 RIDGE RIDGE I _J} Of I I I I I Z Z O I 2" X 10" R.R. 1 \\ I ^ I 2" X 10" R.R. I J 0 �- I ® 16" O.C. I I ® 16" O.C. I ' " �LLI I I I I I p = W z O D O �- OST POS i I I LL O IDGE __ 5 1/2 X 11 7/8" A.P.B. -_RIDGE _ RIDG I I W O I O U I I i �S o- RIDGE I I Z �_ F z 0 o o I P {F"� 1 I I O 0 Li- lco _ L ------- ————— n ----x I date: j j 1 I j DECEMBER 2020 L-- — -X�O"-R.&.-J----- — --i--2—X�0"-�. .— AIN I ® 16" O.C. ® 16" O.C. I ► Sca el 1/4" = 1'-0" drawn bu; checked b�: C.W.Kuehn project no; 20056 sheet # A - 13 drawing title PARTIAL ROOF PLAN 50 YEAR ASPHALT ROOF SHINGLES OVER 30# ASPHALT ROOF FELT OVER 1/2" CDX PLYWOOD ROOF SHEATHING i' OVER 2" X 10" R.R. O 16" O.C. -- -- --- -- -- — 5" DIA. PRE-FINISHED ALUM. GUTTERS W/ DOWN SPOUTS COLOR - WHITE RED CEDAR SHINGLE SIDING ( 5 1/4" EXPOSURE - DIPPED IN SOLID STAIN ) In 1- H OVER 'CEDAR BREATHER" MASH OVER W DO = 2 30 ASPHALT ROOF FELT OVER • - 1/ " PLYWOOD SHEATHING o = UG20 = i f — 0 0% 12 - U11 `o • (D N • -_ / LID -I UDHG2 201 - _ -� N -----—— m f e- -- — - W -- - - --- ---- -us ruar QM OBI - - - - - - -- -- - --- - -- --- - - - - - -- _- --- - - - - - - - - - - - - - - - - - .� N - TEMFIERE EM ERE - - - - - - - - - - - - - — - - - - - - • � OCfl X Q - O O O O p I O LLI LL_ - m z F o I.o m In _ _ = I o 00 o o UDHG2 2424 DH 2 2424 CD TEMPERED TEMPEREDcn O N IpHa HG2 3034-UDHG2 3034 UDHG2 3)34 z N - - - - - - - - - - - - - - - TEMPERED TEMPERED - - - - - - - - - - - - - - - - - - - - - - - rM I I I I I I I v I I I I I I I U L---------------------------------J-------IIII J IIII IIII 1 ------------------------------------II ----------------------------------------- -------------- ------------ 12" � POURED CONCRETE FOUNDATION I I I I WALLS W/ #5 REBAR ® 48" O.C. VERTICAL do HORIVONTAL OVER 10" X 20" POURED CONCRETE FOOTING W/ (3) #5 REBAR CONTINUOUS I IUL , - - - - - - - -- - - - - - - --- _ _ - - - --- - - - ------ - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - F ------------------------------------------------�--- - ------------------- -------------------------------- - - - - ' ------ -----------------------------L---------------------------- --J L-------------------------------------------------- ------------------ FRONT ELEVATION 'l 3/16" — 1 '-0" V -0 z Q m W 0 W 5 o w c o- r- N (V +� I I cD EAWN03 = Z Z � p O >- v - -- Ld I _ ---- — o Z W j Z - - - - - - - - - - - - - - - - - - - - a LL_ oLL w O I0 0 o a o f O UZ J L _ ° v C�fl jOo U V) ELil 0 0 UDHG2 2026 J ' UDHG2 3034 UDHG2 3034 UDHG2 3034 UDHG2 3034 UDHG2 3034 D ELSPDjEo Gi DECEMBER 2020 - - - - - - - - - - - - - - SCaI I I I I I I I I I I I I 1 4 = 1 -0" I I drawn b ----------------J ---------------------, L------------------------------J L---------------------------------------T- ---------------------r--------- L- J I I I checked b�; I I I I I I C.W.Kuehn I I I project no; RIGHT SIDE ELEVATION ----------------------------Tj--------------------------------------------------------------------------------L 20056 I---------------------------- --------------------------------------------------------------------------------J sheet # A - 14 drawing title ELEVATIONS UDH X;Z412 4TRG2 2412 [JnHTR('32 2412 LJDHTRG- -Ji 01 EL c PD I EL r PD( L.Li 00 r 00 LID 22426 UD '22426 UD-IG (0 N 01 1 11111 FIX D 3 0-2 0-2 FIX D 3 0-2 FIX D 3 0-2� F L10-2_J FIX D 3 0-2 FIX D 3 0-2 H+Fl= 0 0 1=10 o T x < 0 LL- m z -� - - _ � � C3 n 0 a: Of Ln LLJ 000 Li -J C� )H(1 323 26 � i 1DHG2 3034 J( 0 ELJPDE 000 0(0 ao EL c PDJ ELSDD6( M FIXED 0-2 FIX ED3 0-2 ELS:D6( 0 EL PD 0 EL E P 0 QO—— Z 04 cD L---------------- I I---------------------------------------J7---------------------------------------------r----------------------------------------------------r---------------J ----- J r J r--J J J rL--------------------------------------- -------------------------------------------r----------------------------------------------------- J L---------------------------------------- -------------------------------------------L------------------------------------------------------ REAR ELEVATION (u -0 z L;LJ UDHTRG2 2412 UDHTRG22412 co ESA 3- ESAWN3026 TEMI::' —�SAWN'AfY v e, UDHU2J DHG2302u-uuHG230,2u,uuHt.2 J020 z z -J 0 MMt2 3226 tJDMG2 3226 tJDM- -J D z _J C.—r.> () V) � < I .J rN-*, 0 z o - - -- -- - o -- o w L- 0 p0 F- Z -J W z �: 0 DODO E= .� (n C" LL- r 0 o LL- % D 26 2Q4:2*I-IDHG2 3Q42*I-IDHG:2 204:2*---1 DECEMBER 2020 1EMPERED 1EPAPEREL) 1EIVIFERE-0 1EIVIrr-KLU 1/4" = V-0- -------------------------- ----------------------------------- ------------------J ----------------------------------------J ----------------------L -J L--------------------r-------J__-r---------------------------------J L-------------------J ---------------------------------------J L-------------------------L------J drawn bqchecked bu: C.W.Kuehn project no: L---------- ---------------------------------------------------------------------------------------J---------------------J LEFT SIDE ELEVATION 20056 3/16"1 sheet # A - 1 5 drawing title ELEVATIONS (2) 2" X 12" UPSET GIRDER "SIMPSON" LUS28 JOIST HANGER rle ;>000' 2" X 8" CEI ING JOIST 50 YEAR ASPHALT ROOF SHINGLES OVER 30�1 ASPHALT ROOF FELT OVER 1/2" CDX PLYWOOD ROOF SHEATHING OVER 2" X 10" R.R. O 16" O.C. (2) 1 3/4' X 14' LVL - RIDGE (2) 1 3/4" X 14' LVL - RIDGE � DETAIL 4 SHT T-5 \'IS -TOP OFRIDGE- - 1 1/2" GYP. BD. ` "SIMPSON" SC24 STRAP TO UNDERSIDE -� OF C.J. - NAIL TO JOISTS AND GIRDER 2 X 10 G.J. ® 16 G.G. X 10 C.J. ® 16 O.C. DETAIL 3 UPSET HEADER AT ATTIC FLOOR ELEV. z - - - - SHT T-5 C� J� DETAIL = 2ND FLOOR PLATE l/ d - - — o 10„ L1J o � = TA PRO 560 - 11 7/8" C.J. LO _ ® 16" OC = L'.1 MASTER i f00 - W = J J = (D N _ d 7 MASTER u J c) BEDROOM #2 F- MASTER L3 L) J BEDROOM #1 o_ o D_ BATHRM #2 N n - I III c o - ..+ o of 3/4" PLYWOOD SUBFLR W/ of W _DET_A_IL_2 ps 1 0� pA EXT. GLUE , GLUED AND SCREWED 11 a SHT T-5 TO FLR BEAMS. BLOCK ALL 0D = UNSUPPORTED EDGES `o FINISHED 2ND FLOOR / - x M - - - - - - ' _ I Owe C mz 4 \ � � ono �� 0 o CD LIVING ROOM Ln D_ _ Li o = OPEN ABOVE _ 00 0 GAME/RECREATION RM 0 i V (2) 2"x 6" PRESSURE PRESERVATIVELY 10'-0' CLG. HT. U U 10'-10"CCLG. HT. Of TREATED SILL PLATE PER R323.1.2 OAK FLOORING OAK FLOORING SCREENED PATIO LL 0 cD 0 5/8" DIA STEEL ANCHOR BOLTS MAX O 36" o 0 o DETAIL 1 0 3/4' PLYWOOD SUBFLR W/ o VAULTED CEILING O.C. WITH 3" X 3" WASHERS, WITHIN i EXT. GLUE , GLUED AND SCREWED a) BLUE STONE FLOORING ., 12" FROM ENDS OF EACH SILL PLATE PIECE. _ ___ ,.., r- T TO FLR BEAMS. BLOCK ALL EXTEND BOLTS MIN 7" INTO FND do SECURE / SHT T-5 UNSUPPORTED EDGES a TO SILL W/ WASHER AND TIGHTENED NUT / INSTALL SILL SEAL do TERMITE SHIELD. �\ / FINISHED 1ST FLOOR U = FINISHED BASEMENT L7 12" POURED CONCRETE FOUNDA11ON 4° P.C. SLAB ON .004 MIL PQYETHELENE U WALLS W/ #5 REBAR O 48' O.C. VAPOR BARRIER VERTICAL do HORIVONTAL 6" (R-19)BATTS IN • OVER 10' X 20" POURED CONCRETE FLOOR OVER of FOOTING W/ (3) I/5 REBAR CONTINUOUS ALL EXPOSED H01 WATER PIPING AND/OR HEATINC DUCTS TO BE — INSULATED AS PER N.Y.S. CODE ASPHALT DAMPPROOFING PROVIDE(1)LAYER 5/8' TYPE X TO UNDERSIDE OF ENTIRE FL)OR ABOVE NI SHED BASEMENT — — — ✓� �� r ar BUILDING SECTION A ,►�� �> �.� 3/16" = 1'-0" In _DET_A_IL_4_ SHT T-5 12 6.5 +/- __ 12 - - - 6.5 +/- 2" X 6" C.T. m 32" O.C. _DETAIL_3_ SHT T-5 _ 2" X 8" C.J. ® 16" O.C. ` OO 2" X 10" C.J. O 16' O.C.Li El 1 o I LJ u Of Q J - -:3O Z 0 0 --- J ot— I LIJ c) Z W z � Q U z U LL o N w O I00 U Y 0 z a � � o DETAIL 1 LIVING ROOMLLI L:1 Li �- ----- // dui UDHG2 3034 UDHG2 303 11 4 OPEN ABOVE S T T-5/ TJI PRO 560 - 14" F.J. ® 16" O.C. / DECEMBER 2020 scal e� I I I I I I I I I I L----------------------------•--I L ° 1/4' = 1'-0" FINISHED BASEMENT I- � -----------�-----------------------------J� I , P.G. SLAB ON drawn b�; L---------------------- — I .004 MIL POLYETHELENE ------- U L----------------------------------------J I VAPOR BARRIER 8' (R-19) BATTS IN OR VER ALL EXPOSEDO HOT WATER PIPING AND/OR HEATING DUCTS TO BE checked b INSULATED AS PER N.Y.S. CODE PROVIDE(1)LAYER 5/8'TYPE X TO UNDERSIDE OF ENTIRE FLOOR ABOVE C.W.Kuehn project no NOTE: PROVIDE CLOSED CELL FOAM INSULATION THROUGHOUT MIN. R-21 IN WALLS BUILDING SECTION B - 20056 - MIN. R-38 IN CEILINGS/ROOFS 3/16" = 1'-0" MIN. R-19 IN BASEMENT CEILING IF I sheet # F A - 16 drawing title BUILDING SECTIONS SINGLE MEMBRANE RUBBER ROOFING SINGLE MEMBRANE RUBBER ROOFING DETAIL 4 OVER MIN. 2" THICK TAPERED RIGID INSUL DETAIL 4 OVER MIN. 2" THICK TAPERED RIGID INSUL ------- OVER 1/2" PLYWOOD SHEATHING OVER ------- OVER 1/2" PLYWOOD SHEATHING OVER SHT T-5 2' x 10' R.R. O 16" O.C. SHT T-5 2" x 10" R.R. O 16' O.C. TOP OF RIDGE % RED CEDAR SHINGLE SIDING / INd I DETAIL 3 OVER "CEDAR BREATHER" MASH OVER -� ATTIC r OVER 30 LBS ASPHALT ROOF FELT ATTIC 50 YEAR ASPHALT ROOF SHINGLES OVER - --- ---- OVER 1/2" COX PLYWOOD SHEATHING r\ 30# ASPHALT ROOF FELT OVER SHT T-5 2"X10" RR ® 16' O.C. 1/2" CDX PLYWOOD ROOF SHEATHING . ATIIC FLOOR ELEV. OVER 2" X 10" R.R. O 16" O.C. -2ND FLOOR PLATE 1`\ \` l = x x BEDROOM#5 ANDERSEN 400 SERIES WINDOWS L� MARVIN 'ULTIMATE" SERIES WINDOWS L'1 � OR APPROVED EQUAL J J BEDROOM#6 OFFICE/STUDY OR APPROVED EQUAL KRISTIN'S KIDS PLAY AREA J (� U _ U KRISTIN'S ROOM 3/4" PLYWOOD SUBFLR W/ CD 11 3/4' PLYWOOD SUBFLR W/ EXT. GLUE , GLUED AND SCREWED CD ON m EXT. GLUE , GLUED AND SCREWED TO FLR BEAMS. BLOCK ALL UNSUPPORTED EDGES LJ � TJI PRO 560 - 14" F.J. ® 16" O.C.--] UNSUPPORTED EDGES TO FLR BEAMS. BLOCK ALL 5" DIA. PRE-FINISHED ALUM. FINISHED 2ND FLOOR -GUTTERS W/ DOWN SPOUTS 5' DIA. PRE-FINISHED ALUM. 1 - - - - - - GUTTERS W/ DOWN SPOUTS10- COLOR - WHITE —�-COLOR - WHITE 0 Li 00 BEVELED CEDAR PLANKING SOFFIT 1 = 4 CAR GARAGE WITH EXTERIOR GLOSS PAINT FINISH 00 PROVIDE (1) LAYER 5/8" U CO U TYPE X GYP. TO EA. SIDE OF WALLS RED CEDAR SHINGLE SIDING RED CEDAR SHINGLE SIDING N Se (2) LAYERS TO CL'G OF GARAGE ( 5 1/4" EXPOSURE - DIPPED IN SOLID STAIN ) 5 1/4" EXPOSURE - DIPPED IN SOLID STAIN ) i INSUL WALL W/ 3 1/2 (R-15) INSUL OVER CEDAR BREATHER" MASH OVER VR CEDAR BREATHER" MASH OVER LLJ + INSUL CEILING W/ 6" (R-30) INSUL 30# ASPHALT ROOF FELT OVER 30# ASPHALT ROOF FELT OVER Y j /2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING elf(0 DETAIL 1 4" P.C. SLAB W/ �� SHT T-5 _ _ _ _ _ x #10. 6"x 6" W.W.M. FlNI9iED 1ST FLOOR T O W SLOPE DN 4" TO DOORS 1 I - - - - - - y m Z 0 0 �0 I o W m LC) I O m corL------------------------------------------------------------------------LI J = L———————————————————————————————————————————————————————————————————————J (if N O 10" POURED CONCRETE FOUNDA11ON Z N BUILDING SECTION C (2) #5 REBAR AT TOP CONTINUOUS OVER 10" X 20" POURED CONCRETE FOOTING W/ (3) #5 REBAR CONTINUOUS BUILDING SECTION D ( AT GARAGE ONLY O 1/4" = 1'-0" 1/4" = 1'-0" U NOTE: PROVIDE CLOSED CELL FOAM INSULATION THROUGHOUT MIN. R-21 IN WALLS MIN. R-38 IN CEILINGS/ROOFS MIN. R-19 IN BASEMENT CEILING 50 YEAR ASPHALT ROOF SHINGLES OVER RED CEDAR SHINGLE SIDING 30# ASPHALT ROOF FELT OVER OVER "CEDAR BREATHER" MASH OVER tt 1/2" CDX PLYWOOD ROOF SHEATHING DETAIL 4 _DET_A_IL_4_ OVER 2" X 10' R.R. O 16' O.C. 1/2" COX PLYWOOD ROOF SHEATHING `/'------- OVER 2" X 10" R.R. ® 16" O.C. � SHT T-5 � SHT T-5 DETAIL 3 �-� � r\ ------- 0 - � SHT T-5 \ / SING x x � L7 OVER L MIMEMBRANE . 2 RTH THICK TAPERED RIGID INSUL DE_T L BEDROOM#2 BATH#2 r, MASTER OVER 1/2' PLYWOOD SHEATHING OVER BEDROOM#2 J SH T-5 - / � PHILIP'S KID'S � PHILIP'S KID'S BATHRM#1 2" X 10" R.R. O 16" O.C. / pti 11 U Q r777J O Zoo J Z W :D Z o � a � o � z ITLL PARENTS I O U COVERED PORCH L'1 _,_, O FOYER JUNIOR U Z Q U Z � o MASTER BEDROOM C" 0 a U � � - - - - — — - - - - — date; DECEMBER 2020 UND(CAVATED • • BLUESTONE OVER o z_ o z Scale; 4" P.C. SLAB W/ c�7 F4rPDC. BASEMENT 1 4" = 1'-0" #10, 6"X 6" W.W.M. .004 MIL POLYETHELENE VAPOR BARRIER drawn bu; 6' (R-19) BATTS IN FLOOR OVER ALL EXPOSED HOT WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED AS PER N.Y.S. CODE PROVIDE(i)LAYER OF ENTIRE FLOOR ABOVE TUNDERSIDE checked b� C.W.Kuehn project no 20056 BUILDING SECTION E BUILDING SECTION F 3/16" = 1'-0" 3/16" = 1'-0" sheet # A - 17 drawinq title BUILDING SECTIONS I I I I 1 I I I I I I i I I I I I I I I I 1" X 6" EPA DECKING 3 1/2" X 3 1/2" ACQ I RAILING SUPPORT POST I TAPERED 2" X ® 16" O.C. SINGLE MEMBRANE RUBBER ROOFING OVER 3/4" PLYWOOD SUB-FLOORING 1"X ACQ BLOCKING Ln ( PITCH AT MIN. 1/8" PER FOOT ) 00 I Li °0 1" X AZEK FASCIA TRIM N o 1"X ACO BLOCKING I TAPERED 2" X 10" ® 16" O.C. Y� L JY 5" PRE-FINISHED ALUMINUM GUTTER 0 - TAPERED 2" X 10" ® 16" O.C. 2" X 10" ACQ LEDGER \,--- 2 1' 4 P > _ X 3: Q AZEK BEVELED SOFFIT PLANKING > O W L- (3) 1 3/4" X 14" LVL W/ (2) 5/8" X 13 1/2" STL. FLITCH PLATE INSULATION ( MIN R-40 ) (3) 1 3/4" X 11 7/8" LVL 1" X AZEK FASCIA TRIM m PROVIDE NEW CLOSED CELL FOAM O 0 -a OLO 1 ST FLOOR EXTERIOR WALL Li °° 10" X 10" COLUMN BEYOND F- Of pN Z O N Q cfl PROVIDE 2"X8" ACQ LEDGER ` BD. BOLTED TO EXISTING V 16" TYP. RIM JOIST W/ 1/2" DIA. THROUGH BOLTS @ 16" O.C. STAGGERED TOP KgC BOTTOM SECTION THROUGH 2N D FLOOR DECK % z11 1 N~ O 2" MIN, e LEDGER DETAIL 1 " = 1 '-0" NOTE: INTERIOR THROUGH BOLT CONNECTIONS MUST BE READILY VISIBLE FOR INSPECTION. Ku handrail shall not project more TABLE R507.2.1 than 4 1/2" on either side of PLACEMENT OF LAG SCREWS & BOLTS IN DECK LEDGER & BAND JOIST stairway o MINIMUM END & EDGE DISTANCES & SPACING BETWEEN ROWS ballarstrads spaced as not TOP EDGE BOTTOM EDGE ENDS ROW SPACING to alow a 4" dia. sphere to 3 pass thru 0 >. p Y LEDGER 2 INCHES d 3/4 INCH 2 INCHES 1 5/8 INCHES ® J p¢ Z p 0 w BAND JOIST° 3/4 INCH 2 INCHED 2 INCHESb 1 5/8 INCHES o Z W z a. Lag screws or bolts shall be staggered from top to bottom along the horizontal run of the deck ledger in accordance with figure R507.2.1(1). v Q V 0 V Z b Maximum 5 inches. 0 1 1 c. For engineered rim joist, the manufacture's recommendations shall govern. o � O O d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with figure R507.2.1(1) -C w J Z O � Zo a.b. STAIR SECTION $ � � oj TABLE R507.2 — DECK LEDGER CONNECTION TO BAND JOIST 0 U) ( DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD < 40 PSF ) 1/4" = 1'-0" note: dare; stair and guard rails to comply with DECEMBER 2020 CONNECTION DETAILS 6' & LESS 6'1" TO 8' 8'1" TO 10' 10'1" TO 12' 12'1" TO 14' 14" " TO 16' 16" " TO 18, section R311 of the International Residential Code 2015 scale; stair landings shall not be 1/4" — 1'-0" 1/2" DIAMETER LAG SCREW WITH 1/2" less than the required with of the stair drawn bq: 30" 23" 18" 15" 13" 11" 10" MAXIMUM SHEATHING c.d. all required handrails shall be continuous the 1/2" DIAMETER BOLT WITH 1/2" MAXIMUM „ „ „ full lenght of the stairs from a point directly d. / 36 36 34 29 24 21 19 above the top riser of a flight to a point directlyy checked bu; SHEATHING above the lowest riser of the flight. ends shall be 1/2" DIAMETER BOLT WITH 1" MAXIMUM e returned Or shall terminate in a newel post Or 36" 36" 29" 24" 21" 18" 16" safety )terminals. handrails adjacent to a wall shall min. tread depth at 10" project no; SHEATHING have a space of not less than 1 1 /2" between the note: nosings shall not be less than 20056 3/4 nor more than 1 1/4 a. Ledger shall be flushed in accordance with Sec. R703.4 to prevent water from contacting the house band joist. wall and handrail. min. tread width at 36" min. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. note: stair width as measured in d. Sheathing shall be wood structural panel or solid sawn lumber. clear width above the permitted e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2" thickness handrail height and below the Sheet # of stacked washer shall be permitted to substitute for up to 1/2" of allowable sheathing thickness where combined with wood required headroom height structural panel or lumber sheathing. A - 18 &awirlq tide DETAILS ZL ;>Oe PLEASE NOTE, - OVERALL HOISTWAY LENGTH AND WIDTH DIMENSIONS ARE FROM FINISHED WALL F-----------------------i TO FINISHED WALL (WHERE APPLICABLE) i CONTROLLER(REMOTE) I Please ref e r to r a i l centerline on the plan view I NEC 36 MIN. I j CEC 1m (39•)MIN.4j F)MA�'IEAM1'AY i DISCONNECTS--, SL LENGTH I I I a I T2 7)6C I I LENGTt 1 7A6" 4 ID/16• R MMDC oEARMRCE 67 Ve" `"' DISC❑NNECTS AND CONTROLLER (REMOTE) C- z lap��Tu p �T ACfa!IIml C it lWtm OHMS 6I6 d m PRELIMINARY DRAWING ONLY 00 DRAWING APPROVALM s THIS DRAWING REFLECTS IDR INTERPRETATION IF THE INFORMATION S R 11J N PROVIDED NY THE DEALER ON THE ORDER FTPN THIS INFORMATION IS THE DEMURS TR4OIS=XrY,Aim S THE DAM FROM WHICH THIS LIFT IS • • i" DESIGNED MID WWfACEt1REL PLEASE DEDICATE THE REQUESTED ACTIN BY Q/ LANDING 1OET�fOF��MID S1OmEG,ElDV,D O N Tr- - U LA/mDRG t APPROVED WITH AS EXCEPTIONS MW6EAcnBE PRemu1.T N PER aAvnNG i D APPROREQUVED VITH EXCEPTIONS, NO REAPPR17VAL N Y M0*X CIIAN[is N GATED,Im REAFPROVAL DRAVM AE91)OEO s i y 3 CHANGE AS NOTED, REAPPROVAL REQUIRED Li 0 �ry 1 i RARE ROYAL BEFORE MUTED,min CORRECTED mAVNG FIDE U p�� (i� ❑RAPPMVAL BEFOE HAMPACTLBE ^ ^ (, O i SIO ATREt DATE, Q CHANGES REDIEST O • O I X I.— X II_B n e e 0 z LaL_ % e e _ - Ira®a NEQ M RMVM A AMPMRFR a 0Mm/ANq FED)nLL AMPLr I I I I U 0- 00 w M vt•A w. I I I J LOLL N o O C o0 LL o o o I I LL z N II II JIf 1h 91RET No. 167" � NOTE, RAIL FORCES R3 NOTE: U 1i THIS DRAWING IS FOR REFERENCE ONLY, I I I BUILDING STRUCTURAL ENGINEER TO ENSURE THAT ( _ PIT FLUOR TO SUPPORT LOAD OF, THE BUILDING AND H❑ISTWAY WILL SAFELY SUPPORT I�1'I1,, E6aoo k9 X(INCLUDES IMPACT) ALL LOADS IMP❑SED BY THE LIFT EQUIPMENT 2. FIRE RATING OF H❑ISTWAY IS SUBJECT TO 2 WALL ANCHOR POINTS MIN. PER BRACKET LOCAL BUILDING CODES. R1 R2 2 PER SIDE OF RAIL BRACKET CENTER LINE o 138.2 k PULL OUT FORCE PER FASTENER 69 kg 1152 CBS] O o o O o • o 04 b II • II RAIL WEIGHT M 24.5 kg / m EXAMPLE OF MINIMUM SUPPORT WALL_ IN WOOD r1A.n ihs / ftI I I 13 S" H„I s:Ea :et FASTNERS PR❑VIDE WITH ELEVAT❑R AREA Finlshed)ntide V..S"H w_n,erme Va�atile LANDING 2 """'dis'a+'cr _Finished made dtmensro^s - dMstenca � -- -_ SbsM»r•r ar» wy........._..............-.......-....c.a«•vvbYa«ins•.................. d;^ERn5lons /2' X 3' ZINC HEX HEAD LAG FOR WOOD BL❑CKING OR i_ ca.terrepDlres. 1/2 X 3 HEX NUT SLEEVE DE 5 CARBON H❑REEL ��.r ...�165�__� I..........tt 5:.......�....._i1.,�......... M ' �reE STEEL ZINC FOR CONCRETE BLOCKING lacing 2'x 4' ^ u OF;Front v,0 tvro �i \---.`" I 2"x N'<aeertt•:tion '')`� _"� HOISTWAY/. � - o • o 0 0 0 0 � �� �>. �A1�•02;1��}, �, :� Ench ve.11cal sunpott On,,w [*Ztwar o Ne sta^,A Yaqu:res -Door , Or 37wo 2'x 10" C MTwo 2-x 4" a Centc,2'x 4' 103" a Piece of olywood G3 betace i the 2"x 10" — - - — T LOAD BEARING WALL 2 18 1/2" 18 1/2" 33 LVL'S �RA L BRKT 3, MOl1NTIN BRACKET 3, II II o II o • o 0 0 0 o • o FL ° Q) O • ALTERNATIVE MOUNTING ( 71 O 42'OVERALL DIMENSION I I I ° MOUNTING BRACKET o a II II � PROVISIONS BY OTHERS CAR FINISH DETAILS FF I o GENERAL CAB PANEL SELECTICD(_i _Melanlne Dnrk Cherry(MELAMINE) 0 C= o . C= Q Q Y W=STVAY, COSTRUCTD?1 SITE, 1_5[ lic L CLEARANCE CAB SPECIAL FINISH1 Not appable I- HarswAY cmarRECTIDI Am PIT ivy Y cn*3m DUE TO LOOTED SPA WITHIN THE CLASSIFICATION Residential Building CEILING SELECTMN Match Cab © J HIOSTVAY IT O ESSENTIAL THAT THE PIT O LMX AND WALLS ARE SOME AND APPLIED CODE- ASME 17.1-2000 SEC. 5.3 PIT LIGHT FINISH Silver PLUG 7HnoXiaT THE H[TOTVAr.THE ImSTVAY FRAMmfi MST X V/Tml 1/t' Ct,W OF MUM MID SQYaE FROM T13P TO ROMP!FUR PROPER OT IDI RAT IF THE MODEL. Eclipse TRIM fYl rnro. Clear Anodized Aluminum ELEVATOR 71ROJOHOUT THE HtlOrWAY. CAR STATION PLATE. Stainless Steel/PI J O O t-DISTANCE BETWEEN THE H MSTVAY SIDE OF THE LAMMM DOOR NO THE CAR Dint ER GATE CAPACITY. 9501bs -J I� HAND RAIL TYPE. Clear Anodized Aluminum AIAl MDT OR.EF9 1'QOt MO IISDfi THE Q�IEAA/mE lm.FOR ACLT)t001 PAEl.FIIDI LIDIIE4AL SPEED. 40 fpn C0.20 m/s]UP AND DOWN iMlr 3 // �J w DATES,YOU MAT HAVE FLUSH Dm0 MY THE 3/4'SETRAM L4-SETBACK O POSSIBLE CAB FLOOR Plywood Floor 3/4" ONLY WHOM PC CAR DUNS ARE BYTLD OR SLIM lints.REIDeOm SOLID COKE DOOR SLAB �VdP SOH " FINISHED FLOOR THICIQNESS.-3/4'finish � Z � � Z S- HDSTVAY MAT HAVE A HIMOM LOCKABLE ACCESS MATCH o9wrl IDED By PIT DEPTH e" TELEPHONE BOX. no BIVAIA WL9CO LOCATED AT THE TIP O'THE HmSTVAY.LOCATION MAT X N AM AREA WHICH WILL PROVIX ACCESS TO THE ELEVATOR DRIVE&=OLY By THE POWER SIB'PLY. 60 HzSingle Phase 240 volt HALL CALL SINISH NS. Call Stntlons are the Same HAMUAL LOWERING HAND..HVAIAL LOWERM H AMM E VILL ENABLE MR TO HALL CALL FINISH Rectangular$/$ D4 Finish OVERIMT."11A11E MID LOWER CAR VITMUT BODILY nKTRY TO THE H MXTWAY TELEPHONE CABIPET. no 4- THE PIT FLHBBL SMALL BE CONSTRUCTED TO VMNITAD AN IMPACT LI1AB O UN DRIVE UNIT CAR DIMENSIONS/PLATFORM GATES C� r n O,n IDS M903MI REF.CIA 044 SECTION EO AS E/ASI A17a XCTID11 LOW I I I I L Q V () V) Z S- H=rVAY TO BE FREE 1F ALL PPM WORM MID OBSTRUCT�a NUT RELATED DRIVE ASSEMBLY MFR SAVARIA CAB TYPE. Type 1 Right Hnnd ■ _ R FOR COMPLYINGTO THE THE� MOTOR. 2A Hp V/Integral Brake FROM NCRD CAB OPERATIDNi auto W 6- H O STVAY CO STRICTmH RE.RMmmEMi MAY VARY"MM IDIOM TO INXUK GEAR KIDE 1j 42.17d Rath Gear B)H GATES REQUIRED Automatic Op.BI-Fold(s) Q O � 0 DDOCA4 MVEK ARE MANUFACTURERS RE°>REEOED CLEAPAN=YHEY REELECT THE MOTOR CO TROLLER. Preprograrrted VF Drive. GATE TYPE. RI-Fold gates L.L O O RPIHM Alm ACTS CE/AMICS.C MLT YOR LOCAL AUTHORITY TO ASSURE COPLANCC WITH LOCAL�, GATE FINISH, RI-fold Arch VNIe BFfdd gates LANDING 1 A&�L LANDING SIOi FCNISH H/A UJ CONTRACTOR/CUSTOMER TV VERIFY ALL DIMENSIONS MID REPORT ANY LOAD BEARING WALL SUSPENSION _ _J 0 J DISCREPANCIESOUR ff OUR IMMEDIATELY. 39—DIATELY. ®� C C)INSTRUCTLR _O O LOU 7- A BEARM WALL IS REQUIRED TO AESTAIN RAIL REACTIONS As SPECIFIED ON 33a Z �' us 1110 DRAWDIG BUILD= DETERMINETRACT R TO DEImE IF S PPORTNG WALL WI L ASTAN FAILI Is5" 92 NR" REACTIONS FUR COMPLYING WITH LOCAL GOES STRUCTURE TO ANCHOR A CRANK SHAFT AND SAFETY HARrESS,WHERE APPLUANFINEE37,TO AL PROVIDED IT OTERL 31 MOUNTING BRACKET 3' TIC .. .4 C P.aeP O c,_,' B- SUITABLE LINTELS MID BE PROVIDED BY DTHONL OPTIONS 7 2/4" E �� (1 O DOR FRAEs ME MDi OEM:IDE7 TO APPIDti DVEmenD VAL LOWS. RIM NY v 9- BITABLE LINTELS MUST BE PROVIDED BY OWNERIAWNT.ALL FTBL HEAR BIOS Lng Botts G, d a 4 MST BE ALIGNER WITH THE SIDE CEN1EADf.SHOWN IN PLAN 4TAD.Dint WITH TIE CUE IS BETTER THAN THE HOLLOWBIOt. 10 .Q Gd •. • O- Dint HANDLES ARE IEDimED For ALL FULL SIZE BOWL t'aa „I XWit Temp Run Button not Included <d.. 11�� 7�M� DETAILS ON THE INERLIEM INTERLO KS ARE U�,_J F By Others d d ,pd FOR ALL no a d Standard Phone Provided C C NELECTRICAL Flat Travelling Cable provided �Qlti FOR I' THE ELEVA70 CONTROLLER O t4A'DGEMPO VIDE X PS'C961Nw7 HIM X 67' � LED Pot Light Id C70 2 DEEP.THE CNTI�LER A PROVIDED BY BAVARA CONCORD AND O EITHER. Not Required T/0 'PIT A,ATTACHED TO THE RAIL WALL DISIDE THE NO STVAY BETWEEN M'T-IAIL.t WIT/ACCESS EITHER UNDER THE CAD OR TNIDDiM THE CAN 6 TIC ELEVATOR,ra _Guide shoe DECEMBER 2020 I.IN A RELATE LMAT04 EXTERNAL TO HOSTVAY,THAT EELU PROPER ALTERNATIVE MOUNTING _ s®w� No STRUCTURAL Wr6L TO SUPPORT THE CTNTREXAM ON ALL 4 CABERS IRE POSITIONS 42'OVERALL DIMENSION Not Applicable ON ARE P17 C397..0 VUX BY 912'L746.•d HIM 1} ARRANGE FUR A POWER SUPPLY WITHIN SIGHT OR NEXT TO THE ELEVATOR MOUNTING BRACKET r M IRS No sca e, CONTROLLER MUM TO DELIVERY U.IVERY IF TO IOT A TA 20 VOLT Alm LLy VOLT]THE LPN BMA to Concurrent Landings VOLT,SINELE PFASL BFDIATED CIRCUIT MTN G O1UIM)SMALL otr,DATE FROM A LnCKAJI E 2 POLE FMAED NSCORECT OD AMP RK D RATFD FUSES)WITH ALM%RIARY CONTACT,THE 1U VOLT,SIMILE PHASE.BEDETATED CIRCUIT(WITH ODD®GALL OtIDEATE FROM A LIINAIR 16LVIEL-T 07 AMP FlAU ALL ELECTRICAL TO EW U ((} T 1/4" DISCONNECTS SMALL BE"R"'IDED AND°SfM1ED BY OTHERS AND MA'SLY WITH �TY� ENTRANCE SIDE LEGEND OBE aVOLTSM'SE a. K:stcx by C Ttvs�C TYPE —ftr »NNE LIMIT drawn bL� MDTO2 EQUIP 3o ALAS 20 AMPS z3o-240 202 AMPS AUTO DOOR OPENER 4 O F HII1.L olri MET svlTw SI SC CAB LIGFITS 15 Mf S 15 AN)S 115 1 Flmrt � DED INI FILE ARIEELECTRICALPROVI vDIDc AND CONNECTIONS TO MALL-CALLS,P[r SWITCHAM PLATFI]RM 13 LSOHTM f HIM"or O FOOT CMDES am L.ND N CONTROLLED checked b� ACAS.THE SVITOI FOR THE LIGHT GUARDED MAT X VmmN tC'DENTAL R 7K NOR CON ^ Part NO. SPACES,THE LAM MAT E aAMmMD TO PREVENT W C457AL OF THE of WAYrAcr RAIL FORCES R3 NOTE, IUIG\+ WITH THE HID BUD THE svlruL Lmrt,NO OWO AR PROVES NO INSTALLED BY Variant No. OTERS.KMAT COMPLY WITH APPLICABLE COPM IIYHTIG O'100 LX MDL AT PLA IT RIIR TO SIPPOZT UTAD or,AID LAMM=.LUNIM WITH SWITCH NO ELECTRICAL YEa avnrT IN UDSTVAY PR. 290E kW M-A TELEPHONE CIRCUIT O REMOR M JACK IS PROVIDED AND INSTALLED BY OTEPS. ,� .woo IblJ WQI'IIMES IMPACT) THIS CRUET SHALL BE DROUGHT TO A LOCATION NEXT TO THE CNTOlER AND X ^P SIDE B AVAILABLE TO CONNECT A"TEST UPON ELEVATOR OWALIATTN �? 17- THE APPROPRIATE EMVN MEET FOR THE ECLIPSE 13 BETNEN N TO+40C C115 4 WALL ANC IR POINTS HIM.PER BRACKET TD fan,N-sox HUDTTY 011M- rOMDRa VF DRIVE RLIAMILI Y APRNVES IN Rl R2 t PER SIDE Cr RAIL BRACKET CiNTED LIE project no ENVIRONMENTS WITHOUT VIDE TEMPERA,IRE ILILTUATINB BB.2 PlL1 OUT FORCE PER FASTMER 69 kg C152 Lbe7 OH-SAVARA LINK-MET APPLtCARE ` WHEN CONTROLIJER EXTERNAL 1 a.WEEDY* L41 kq/" P�� 20056 Ss- UrATM/ACCESS- coTTlutnt NOW LOCATED AT THE LIIVEST LEVEL v ADJACENT TO H OMWAY,UNLESS mu w ONHERVIDE ON THE LAYO I DRAWDMR .. FIELD ADJUSTMENT BY NSrA LER LAY BE M3L33ARY TO HEFT.BNB SITE .. _ .. ILm[T0S O,R PLATUM ACCESS TO CONTROLLER MM TO BE TIPO134 A ..... ... ... SELF C MOM LOCKABLE OIN MERE COX CONSIDER IT N A MACHINE RD>L WHOM APPLICABLE SLEEVES nit ELELTIUC LIEF 0- A_T IM THE ELEVATOR IS DESIGNED TO REST CIA 144 ANSI A174L LOCAL DOGES MAY VARY.DEALER O RE11PO4LLE FOR COPLYM WITH LOLL CODES �Ro siEr=T Rw JOB No. SHEET No. sheet # A - 19 drawing title ELEVATOR DETAILS TABLE P3201 .7 SIZE OF TRAPS FOR PLUMBING FIXTURES 3" v ICI 3" v ICI 3" v ICI 3" v I �I I I I TRAP SIZE PLUMBING FIXTURE MINIMUM ---�-_----� i i ------;- i i -----; ' - ------- _ INCHES r----- r , r--- -j I 3" V (--- --I 1 I r----- r 2" V 13" V , 1 2" V (INCHES) 1 1/4" V I I I I I 2" V I I I 1 2" V 13" V 1 i / I I 1 1 11 1/4" V , BATHTUBS WITH OR WITHOUT SHOWER HEAD / " 1 i I 1 1/4" V 1 I I 1 1/4" V I I 1 1/4" V 1 1 1 4" V i i 1 11 1/4" v ( 1 1/2- 1 1/4" V 1 , 1 1/4" V I 1 ' 1/4" V , I 1 I 1 1 1/4- V , 1 , 1 1 1/4" V 1 I I AND/OR WHIRLPOOL ATTACHMENTS ) I I I I I I 1 ' I LAV I , I LAV I LAV LAV 1 I 1 I I LAV I 1 I I LAV I I I 1 I 1 , 1 1 I BIDET 1 1/4" I I I I I I I I I 1 I 1 I j I I CLOTHES WASHER STANDPIPE 2" I W¢ I I We I We I I MACH I I WC I 1 WC 1 TUB 2" W ISHOWER I TUB 2" W I SF�OWER 2" W I SF�OWER 2" W I 2" W SHOWI R I WASH DISHWASHER ( ON SEPARATE TRAP ) 1 1/2" I I 2" W , 2" W I 2" W 2" W 2" W I 2" W CO I 2" W 0 1% PITCH 4" W 0 1% PITCH I COI 2" W 0 1% PITCH 4" W 0 1% PITCH I CO I 2" W 0 1% PITCH 4" W 0 1% PITCH I COI 2" W 0 1% PITCH 4" W ® 1% PITCH 4" W 0 1% PITCH 2" W 0 1% PITCH I CO FLOOR DRAIN 2" I I I 1 KITCHEN SINK ( ONE OR TWO TRAPS, WITH OR " 4" S I WITHOUT DISHWASHER & FOOD WASTE DISPOSER 1 1/2 ,__---_ -- 4" S i ,__--� 1 -� - L0 LAUNDRY TUB ( ONE OR MORE COMPARTMENTS ) 1 1/2" I I I 2" V 1 1 1/4" V I 11 1/4" V 11 1/4" V 1 1 I DO I 1 1 1/4" V I 1 I I 1 1/4" V 1 I 1 1 1/4* V 11 1/4" V 12" V 1 I 1 I I 1 4" S 1 1 1 4 V 12" V I LAVATORY 1 1/4- , 1 1 1 1 BAR SINK I I / " I 1 00 , I LAV I LAV KITCHEN SINK I 1 I LAV U (0 CN SHOWER ( BASED ON THE TOTAL FLOW RATE I c I W/ CONNECTION I I N THROUGH SHOWERHEADS & BODY SPRAYS ) I 1 C FOR DISHWASHER WASH I I C FLOW RATE: TUB I MACH , I 2" W 2" W 2" W 2" W TUB 2" W • Y 17 5.7 GPM AND LESS 1 1/2" J J J i A J 2" W _ p MORE THAN 5.7 GPM UP TO 12.3 GPM 2" I co I co I Co I CO -r MORE THAN 12.3 GPM UP TO 25.8 GPM 3" 4" W 0 1% PITCH 4" W 0 1% PITCH 4" W 0 1% PITCH 1 X MORE THAN 25.8 GPM UP TO 55.6 GPM 4" Y4" S r4" 4" S m z Ld'1 4" TO APPROVED SEPTIC SYSTEM 4" W 0 1% PITCH I v 6 I--0 NOTE: 44" SE TRAP W WATER SUPPLY & DISTRIBUTION PER CHAPTER 29 OF THE 2015 IRCONC PIT o 00 I__L_ = ALL VENTING PER CHAPTER 31 OF THE 2015 IRC � TRAPS PER CHAPTER 31 OF THE 2015 IRC oN PLUMBING RISER DIAGRAM Q PLUMBING AND HEATING NOTES: NO SCALE NOTE: _ P3103.1 ROOF VENT EXTENSIONS U OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATEST. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSE, OPEN VENT PIPES L \ SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE ROOF. 4" X 4" X 3/8" X 12" ANGLE EACH SIDE - PROVIDE 1/2" 0 P3103.2 FROST CLOSURES BOLTS ( TYP. WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 011F OR LESS, VENT c� �� �;,, n� EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN DIAMETER. `' ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE s• R THERMAL ENVELOPE OF THE BUILDING. -19 BATT INSUL. (2) LAYERS 2" ( R-10 ) (2) CEILING JOIST RIGID FOAM BOARD 9" R-30 BATTINSUL 3/4" PLYWOOD PANEL I I � A SPRAY FOAM INSULATION AROUND PERIMETER OF WEATHER STRIPPING - VERTICAL - FRAME AND HORIZONTAL ATTIC HATCH DETAIL ENGINEERED GIRDER REFER TO PLAN DETAIL ELEVATION - CONNECTION DETAIL PLAN - CONNECTION BEAM CONNECTION DETAIL A o �" ° Of Q -�z o 4'-0" 4'-0* J Z 0 >_ OR PER PLAN TOP WALL PLATE OR PER PLAN TOP WALL PLATE w w o Z Wiz O � O > 0// QW � � z Q 0 ,L D MIN. 1/2" 3 PLY PLYWOOD MIN. 1/2" 3 PLY PLYWOOD w 0 I 00 SHEATHING PANEL - GLUED SHEATHING PANEL - GLUED t' 0 Y TO WALL STUDS TO WALL STUDS Z JO R502.8 - CUTTING, DRILLING AND NOTCHING: LOAD BEARING WALL OR POST ABOVE 0Lfl O LL_ STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION: Q �- U 6D COMMON NAILS 0 6" O.C. 6D COMMON NAILS 0 6" O.C. DOUBLE FLOOR JOIST AT PERIMETER AT PERIMETER R502.8.1 SAWN LUMBER: PROVIDE SOLID BLOCKING BETWEEN JOISTS NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT dam; EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THEN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL DECEMBER 2020 6D COMMON NAILS 0 12" O.C. NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES scale; — 6D COMMON NAILS 0 12" O.C. AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE AT FIELD AT FIELD DEPTH OF THE MEMBER. THE TENSION SIDE OF MEMBERS 4 INCHES (102 MM ) 1/4" = 1'-0" OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBER. THE DIAMETER OF THE HOLES BORED drawn bq: PANEL MUST BE ATTACHED TO CONCRETE OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF C.W.Kuehn FOUNDATION WALL CONTINUOUS OVER THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2 INCHES TO THE BRACE WALL LINE / TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHER HOLE LOCATED SIMPSON SC20 STRAP IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE UNDER TRIPLE WALL JOISTS STUD— checked bu SHALL NOT BE CLOSURE THEN 2 INCHES TO THE NOTCH. R502.8.2 ENGINEERED WOOD PRODUCTS no; (2) HOLD-DOWN ANCHORS PER CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE project TABLE R602.10.6.1 ( ONE EACH SIDE LUMBER, STRUCTURAL GLUE-LAMINATED MEMBERS, CROSS-LAMINATED 20056 F PANEL ) TIMBER MEMBERS OR I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURE'S RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE BLOCKING DETAIL " MEMBER BY A REGISTERED DESIGN PROFESSIONAL. 5kcet # BRACE PANEL @ 1ST FLOOR BRACE PANEL @ 2ND FLOOR A - 20 PER SECTION 602.1 - 2020 NYSRC 1/2" = V-0" PER SECTION 602.1 - 2020 NYSRC 1/2" = 1'-0" drawinq title DETAILS / NOTES SEC. R314 — SMOKE ALARMS 915.2.3.1.1 — CARBON MONOXIDE ALARM: 1" RIGID FOAM BOARD INSUL TESTING SMAOKE ALARMS SHALL BE PROVIDED IN ALL NEW & EXISTING CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ALL NEW & EXISTING R-5 r THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS BUILDING AREAS AS FOLLOWED: BUILDING AREAS AS FOLLOWED: 3ryFti� HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER R314.,1 .1 LISTING: 915.2.3.1 .1 .1 HOUR IN CLIMATE ZONE 4. TESTING SHALL BE CONDUCTED IN SMOKE ALARMSSHALL BE LISTED IN ACCORDANCE WITH UL 217 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE THAN ONE PTRSSURE OF 0.2 INCH W.G. ( 50 PASCALS . WHERE REQUIRED BY R314„3 LOCATIONS CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO ASSURE THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: THAT NO SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET AWAY FROM THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL A CARBON MONOXIDE ALARM. BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDE TO THE 1 . IN EACH SLEEPING ROOM. CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY 915.2.3.1 .1 .2 CREATION OD ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. OF' THE BEDRRONS. A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS A CARBON MONOXIDE SOURCE ( ANY APPLIANCE, EQUIPMENT, DEVICE OR SYSTEM DURING TESTING: AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND THAT MAY EMIT CARBON MONOXIDE ) CONTINUOUS BEAD OF SEALANT 1 . EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL INHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT AT GYP. BD. SEAMS BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING z LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT SECTION R310 EMERGENCY ESCAPE & RESCUE OPENINGS OR OTHER INFILTRATION CONTROL MEASURES. LD LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL CONTINUOUS BEAD OF SEALANT R310.1 EMERGENCY ESCAPE & RESCUE OPENING REQUIRED: AT GYP. BD. SEAMS 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKE—UP AIR, BACKDRAFT SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER W 00 LEVEL IS LESS THAN ON FULL STORY BELOW THE UPPER LEVEL. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND ( N INTENDED INFILTRATION CONTROL MEASURES. THAN ONE OPERABLE EMERGENCY ESCAPE & RESCUE OPENING. WHERE BASEMENTS � ( l � N 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTAL CONTAIN ONE OR MORE SLEEPING ROOMS, AND EMERGENCY & RESCUE OPENING 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, D v FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE & RESCUE SHALL BE OPEN. BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF OPENING SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT W _ Iz tD A SMOKE ALARM REQUIRED BY SECTION R 314.3 THAT OPENS TO A PUBLIC WAY. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND O�v R314..4 INTERCONNECTION R310.2.1 MINIMUM OPENING AREA EXTERIOR WALL AIR SEAL AT TOP PLATE HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. X Q 0 SMOKE EMERGENCY & ESCPE RESCUE OPENINGS SHALL HAVE A CLEAR OPENING OF NOT O w L'- WHERE MORE THAN ONE M KE ALARM IS REQUIRED TO BE INSTALLED 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF T m z WITHIN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, LESS THAN 5.7 SQ. FT. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCALE: NOT TO SCALE THE TEST, SHALL BE TURNED OFF. l THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY r n p o THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALRMS IN ESCAPE & RESCUE OPENINGS FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF v J U a O Of 00 THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE SHALL BE NOT LESS THAN 24 IN. AND THE NET CLEAR WIDTH SHALL BE NOT LESS THE TEST, SHALL BE FULLY OPEN. LJLJ w ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE THAN 20 IN. = I INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. —J R310.2.2 WINDOW SILL HEIGHT �y O WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE & RESCUE OPENING INSULATE EXTERIOR STUD WALL IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 IN. ABOVE THE FLOOR. DUCT & PLENUM INSULATION AND SEALING: Q CONTINUOUS BEAD OF SEALANT SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED EXPANDING FOAM SEALANT AT ~— AT GYP. BD. SEAMS WITH A MINIMUM R-6 INSULATION WHERE LOCATED IN UNCONDITIONED .. EXTERIOR SHEATHING SEAMS kASPACES AND WHERE LOCATED OUTSIDE THE BUILDING WITH A MINIMUM U R-8 INSULATION IN CLIMATIC ZONE 4. WHERE LOCATED WITHIN A CONTINUOUS BEAD OF SEALANT BUILDING ENVELOPE ASSEMBLY, THE DUCTS OR PLENUM SHALL BE AT PLATE TO FLOOR INTERSECTION SEPERATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR TABLE R402,4.1 1 CONTINUOUS BEAD OF SEALANT EXEMPT SPACES BY A MINIMUM OF R-8. AIR BARRIER AND INSULATION INSTALLATION AT GYP. BD. SEAMS COMPONENT AIR BARRIER CRITERIA ____.__ INStJt ATCt��i t�StA3 t f�TlOt�CB�tr t&� _ ___.._...._ ........ _ - A continuous air barrier shall be installed in the � � € CONTINUOUS BEAD OF SEALANT building envelope. AT TOP & BOTTOM OF RIM JOIST PIPING INSULATION: Air-aennealtle,insulation shall not lie u:,�d, as rl 4„4 i General requirements The exterior theran.€i envelope c€ntnins a continuous � s �y; s.eaxltn!material, SHALL ?�`f i air barrier. PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM /-' $;�:-`'� BE THERMALLY INSULATED IN ACCORDANCE WITH TABLE C403.2.10 Breaks ur jcaints i.rr the air barrier shall be sea led. ; The air barrier in any dropped ceiling Jsof"ftt shall ISw { L aligned with the.insulation and any gaps in the air , � CONTINUOUS BEAD OF SEALANT barrier shall be.sealed. Tire insul::tion in aw. dropped ceilinghsoffit shall ,;• �'� �_i fw�� U�':`! C.eiliarg/attic' AT GYP. BD. SEAMS heatlivtrcd �•�ith tls°w air l>aarri.�r. DUCT TESTING: •,• c ----= y Access openings,drop down tstatirs or knee wall do€or.4 to unconditioned attic spaces shall be scaled. DUSTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY `- ------------ ---- ~--- CONTINUOUS BEAD OF SEALANT ONE OF THE FOLLOWING METHODS: Cavities within ccorrwrs land lees={less(,-, fraamc- EXPANDING FOAM SEALANT AT � AT GYP. BD. SEAMS The jtrrac€ion(if the foundation aand gill pl,atr shall be I walls,;hall be insulated by conaplet€;ly.filling fbe EXTERIOR SHEATHING SEAMS I sealed. I cavity w itl,a rtl:rtr°rial bavirg at thermal resistance - 1 . ROUGH IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A Walls The junction of the top plate and the top ol`extenor lofR-3 per"irrc:h mininumi, � � INSULATE EXTERIOR STUD WALL PRESSURE DIFFERENTIAL OR 0.1 INCH w.g. ( 25 Pa ) ACROSS THE T jwalls,shall 1.-te seale€I. I Exn-rior thermal envelope insulation for.franied SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE � Knee walls shall be sealed, l'4'%°ralls,shall he installed irr seal+sttantiaal conitac:t aand IF INSTALLED AT THE TIME OF THE TEST. All REGISTERS SHALL BE crrratir€taratas:ligrlrr ant�.t-.°ith there air baarricr. _...__.__....._...__.._._.._._.......___..._._-_._......... .-. _.................._............ _....-... _ __ TAPED OR OTHERWISE SEALED DURING TESTING. ` iradr�sv ,Ml€yli h€s and doors space between:windo../door jambs and fraaTtila�;, artcf1.yIi`=l`t`ar;`i iraratir°r sI'``!l b` seats=rt 1 . POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A Rini joists Rini joists slarall include tsar airlaaArit:r. I firm ir.�i shall b intal4te€i. PRESSURE DIFFERENTIAL OR 0.1 INCH w.g. ( 25 Pa ) ACROSS THE _.._.�..................................._.........................._...___.._._. Floor framing cavity insulation shall he installed SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. � t.£ainaant,ainpertanentcontactvvithtl�eettrr€lL:rsid; EXTERIOR WALL AIR SEAL AT PLATES All REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING TESTING. ol'subnoor c tieaing.or floor 9"rarni€ag c;:t:ity Floors(including ala€av€ garage anal iTheoirhamiershatl be..insfcalled at aany exposed edge; insulation shaft be ptwrmitt°:d.to l,tw in c€alttra t with SCALE: NOT TO SCALE cantilevered floors) i of insulation. �[be tc?d"a side+:ad'stt :;tlr.ir.€ar,4:3r c;4anit€ta°4atas ansul<t?i ?n t installed on the underside of floor fra.rraing and � extends,froaxt the bgottoin to the top,of all l (perimeter floor fratruiv.g tneunbers. l Exp« ed eaoatla in um ent d c:ra; \l spaces sh.-Il be Where pi,ovid,,d ins "ad tT€agar insulation, Crawl space walls covered with as Class I vapor retarder with insuLit.ion shall,be permanently attached to the (overlapping jointS taaped, era-wlspace walls. ..._......................_..................................... . `Duct shafts,utility penetrations,and flue shafts INSULATE EXTERIOR STUD WALL O Q � I � Shafts,penetrritions opening to exterior or unconditioned spice shall be z O Z 0 O l sealeal,...._.....................__, w_. _._.___.__...-._.-......._. _. ......-.................._..._..._..._..___......._._ _.. _ F SEALANT CONTINUOUS BEAD 0 - � w 'atts in nang..,w c:.avitic:,shall be seat.to fit,or " AT GYP. BD. SEAMS MIN. 1 2 3 PLY PLYWOOD narrow ca�.iti.es shall I^te filled ICJ insulation that EXPANDING FOAM SEALANT AT � o Z W � z Narrow cavities r r EXTERIOR SH-ATHING SEAMS SHEATHING PANEL - GLUED on in st.dlati€m re.,idily,°.onf arms to the available - TO WALL STUDS >_ O D O >..' cavity sI aice. Q LV 0 z Air sealing shall be provided between the garage ants CONTINUOUS BEAD OF SEALANT � < � � L� Garage sepiaratton O O conditioned spauei ( AT PLATE TO FLOOR INTERSECTION -- _...__........................................._..............._...............__......... 6D COMMON NAILS 0 6" O.C. w O I Recessed li ht ftxttrres installed in the buildin* I'�cct sse€d li bt fi:xtures installed in thee buildin CONTINUOUS BEAD OF SEALANT +' J U Y Recessed li-Mina AT PERIMETER U O C� Z -u thermal envelope shatll be scaled to the ctryss•all. thermal envelcope shatll be a.ir tight.and.lC rated. AT GYP. BD. SEAMS � z � O .._....._..........._.__............._.............__..............._..._...__... _ , � 3 Batt irasaalaticor{shall be cu( neatly to fit around 0 C� � O � wirintr,shad plumbing in exterior walls,or Plumbing F- Plumbing and wiring insulation that on instrallation readily oogrl n;is,to ! CONTINUOUS BEAD OF SEALANT EXPANDING FOAM SEALANT AT a 1 AT TOP & BOTTOM OF RIM JOIST EXTERIOR SHEATHING SEAMS 6D COMMON NAILS 0 12" O.C. a ail:able spaacc shalt exiend 6�,hind I>ipin eta€ i acre:€Y. AT FIELD date The air I?hT'rrc:r"installed at e?:tcr-iaar walls adjacent to ,Exterior walls aa'jaat-etar.to shower, and tubs<;hal.l DECEMBER 2020 Shower/tab on exterior wall sh€veers and tuba;shall separate thern from the beinsulated. showers and tubs. - The air barrier shall be installed behind ele.w tricat or CONTINUOUS BEAD OF SEALANT 1/4" = 1'-0" Elec taicallphone box on exterior walls c;:rttrrnunica:ticon b axes or air• ,eaded boxes shall b� AT GYP. BD. SEAMS installed. l . ___.........._._.....-.___._,_..._-..._._..---w-�._.,..,-_____._. t SIMPSON SC20 STRAP drawn b�; YTV C,register booms IIVAC register boots that penetratq builditrtr thermal I CONTINUOUS BEAD OF SEALANT I IT Z Z TV. Z z C.W.Kuehn envelope shall be scaled to the subflnor or arywalI. � EXPANDING FOAM SEALANT AT AT GYP. BD. SEAMS .............. ............_........._._._......___ EXTERIOR SHEATHING SEAMS checked b When required to be sealed.concealed fire sprinklers �{ shall on1v be scaled in as manner that is recommended INSULATE EXTERIOR STUD WALL Concealed sprinklers by the manufacturer.Caulking,for other adhesive sealants shall not be used to fill voids bevveen fire sprinkler cover plaates and walls or ceilings_ project n0; In addition.inspection of log ss°aatls shall be in accordance with the pulvisions of ICC-400. 20056 -34 2015 INTERNATIONAL.ENERGY CONSERVATION CODS EXTERIOR WALL AIR SEAL AT CANTILEVER SHEAR PANEL DETAIL C sheet # 1/2" = 1'-0" SCALE: NOT TO SCALE A - 2 1 drawinq title AIR SEAL DETAILS 011 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) ROOFING NOTES: GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN TABLE R602.3(1) a FROST LINE c Asphalt strip shingles shall have a minimum of six SNOW d DESIGN DESIGN UNDERLAYMENT FLOOD G FREEZING ANNUAL FASTENING SCHEDULE SPEED MPH TOPOGRAPHIC SPECIAL WIND WIND-BORNE f WEATHERING DEPTH b TERMITE e REQUIRED h HAZARDS I fasteners per shingle in the 110-130 mph wind zones. LOAD ) EFFECTS k REGION I DEBRIS ZONE m CATEGORY TEMP INDEX TEMP NUMBER & TYPE " MOD. TO FEMA R905.1.2 ICE BARRIER. In areas where there has been a history of ice ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING & LOCATION ;>00, 20 PSF 130 MPH NO NO 1M.I.C.M.H.W.L. C SEVERE 36 HEAVY REQUIRED NFIP <1500 52.9 forming along eaves causing a backup of water as designated in Table R301.2(1), criteria so designates, an ice barrier that consists of a least ROOF if WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA two layers of underlayment cemented together or of a self-adhering .4-8d box (2 1/2"xO113") or 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTER TO TOP PLATE " TOE NAIL WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE polymer modified bitumen sheet, shall be used in lieu of normal 3-8d common (2 1/2"x0.113 ) or ELEVATION LATITUDE HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE underlayment and extend from the lowest edges of all roof surfaces to a 3-3"xO131"3-10d box (nails 0.128") or 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63' wb ) 57.5 point at least 2+ inches (610 mm) inside the exterior wall line of the building. 4-8d box (2 1/2"xo.113") or 2 CEILING JOISTS TO TOP PLATE 3-8d common (2 1/2"x0.113") or PER JOIST - TOE NAIL COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER Tables R905.1.1(2) UNDERLAYMENT. For roof slopes from two units 3-10d box (3"xo.128") or TEMPERATURE DIFFERENCE VELOCITY HEALING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY vertical in 12 units horizontal (17-percent slope), up to four units 3-3"xO.131" nails 9 15 7.5 71.5 M 30% 45-55% vertical in 12 units horizontal (33-percent slope), underlayment shall be 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 4-10d box (3"x.113") or ") FACE NAIL two layers applied in the following manner. Apply a 19-inch 483 mm PARTITIONS SEE SECTION R802.5.2 & TABLE R802.5.2 3-3" common il 1 2"x0.113 or Y PP 9 PP Y ( ) ( ) 4-3" x 0.131" nails PLANS ARE IN COMPLIANCE WITH 2O20 BUILDING CODE OF NY STATE strip of underlaynent felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36- 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER ( HEEL JOIST ) TABLE R802.5.2 FACE NAIL 2020 BUILDING CODE OF NY STATE inch-wide (914 mm) sheets of underlayment, overlapping successive sheets ( SEE SECTION R802.5.2 & TABLE R802.5.2 ) z 2020 RESIDENTIAL CODE OF NY STATE 19 inches (483 mm), and fastened sufficiently to hold in place. Distortions in 4-10d box (3"0.113"5 COLLAR TlE TO RAFTER, FACE NAIL OR 1 1/4" X 20 GA. RIDGE 3-16d common (2 1/2"x0.113") or FACE NAIL EACH RAFTER or Ln a0 2020 EXISTING BUILDING CODE OF NY STATE the underlaymen: shall not interfere with the ability of the shingles to seal. STRAP TO RAFTER 4-3" x 0.131" nails I 2020 FIRE CODE NY STATE For roof slopes of four units vertical in 12 units horizontal (33-percent slope) 00 NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2020 EDITION TABLE 301 . 5 5 g underlayment yapplied in the following 6 RAFTER OR ROOF TRUSS TO PLATE 3-16d common (2 1�2%0.113") or 2 TOE NAILS ON ONE SIDE & (D N ( ) or greater, underla ent shall be one layerg 3-10d box (3"x0.148 ) or 1 TOE NAIL ON OPPOSITE SIDE manner. Underlayment shall be applied shingle fashion, parallel to and 4-10d box (3"xo.113") or OF EACH RAFTER OR TRUSS N MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS starting from the eave and lapped 2 inches (51 mm), fastened sufficiently 4-3" x 0.131" nails U to hold in place. Distrotions in the underlayment shall not interfere with the 4-16d (3 1/2"xO.135") or I f I Y r WEIGHTS OF MATERIALS ability of the shingles to seal. End laps shall be offset by 6 feet (1829 mm). 7 ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER 3-10d common (128") 4r or TOE NAIL W USE LIVE LOAD 4-10d box 3"xo.128~ or R301.2.2.2.2 b R9 5 TO MINIMUM 2" RIDGE BEAM - („ ) 4-3" x 0.131 nails • UNINHABITABLE ATTICS WITHOUT STORAGE 10 0 .2.8.1 Base and cap flashing. Base and cap flashing shall be 3 16d (3 1/2"xO.135" or _ X Q AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING installed in accordance with manufacturer's installation instructions. 2-1sd common (3 1I2"x0.162") or END NAIL o w < ASSEMBLIES OR 10 PSF FOR FLOOR ASSEMNLIES, EXCEPT AS FURTHER - b Base flashingshell be of either corrosion-resistant metal of minimum 3-3" box (3"x ails ) or I m Z 3-3" x 0.131 nails LIMINTED BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE UNINHABITABLE ATTICS W/ LIMITED STORAGE 'g' 20 nominal 0.019-irch (0.483 mm) thickness or mineral surface roll roofing r n I-- -d- SHALL NOT EXCEED: weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m2). Cap WALL- V ! U HABITABLE ATTICS & ATTICS SERVED W/ FIXED STAIRS 30 flashing shall be corrosion-resistant metal of minimum nominal 8 STUD TO STUD ( NOT AT BRACED WALL PANEL ) 16d common (3 1/2"xo.162") 24" O.C. FACE NAIL Li00 1. 15 PSF FOR EXTERIOR LIGHT-FRAME WOOD WALLS 0.019-inch (0.5C mm) thickness. 10d box (3"xo.128") or BALCONIES EXTERIOR AND DECKS e 40 3 x 0.131 nails 16" O.C. FACE NAIL 2. 14 PSF FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS ( ) " rr N 3. 10 PS17 FOR INTERIOR LIGHT-FRAME WOOD WALLS R905.2.8.2 Valleys. Valley linings shall be installed in accordance 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 16d common (3 1/2"xO.162") or 12" O.C. FACE NAIL ry 0 CD Z N ' CORNERS ( AT BRACED WALL PANELS 3" x 0.131" nails 4. 5 PSF FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS FIRE ESCAPES 40 with manufacturers installation instructions before applying shingles. ) Valley linings of the following types shall be permitted: 16d common (3 1/2"xo.162") 16" O.C. FACE NAIL Q 5. 80 PSF FOR 8 THICK MASONRY WALLS - to 6. 85 PSF FOR 6" THICK CONCRETE WALLS GUARDRAILS AND HANDRAILS d 200 10 BUILT-UP HEADER ( 2" TO 12" HEADER WITH 1/2" SPACE ) 16d common (3 1/2"xo.162") 16" O.C. EA EDGE FACE NAIL 1. For open valley (valley lining exposed) lined with metal, the 16d box (3 1/2"x0.135") 12" O.C. EA EDGE FACE NAIL 7. 10 PSI_ FOR SIP WALLS f valley lining shall be at least 24 inches (610 mm) wide and of any 5-8d box (2 1/2"xo.113") or GUARDRAILS IN-FILL COMPONENTS 50 of the corrosion-resistant metals in Table R905.2.8.2. 11 CONTINUOUS HEADER TO STUD 4-8d common (2 1/2"x0.113 ) or TOE NAIL 4-10d box ( 3"xo.128") PASSENGER VEHICLE GARAGES a 50a 2. For open valleys, valley lining of two plies of mineral surface 12 TOP PLATE TO TOP PLATE 16d common (3 1/2"xo.162") 16" O.C. FACE NAIL roll roofing, ccmplying with ASTM D3909 or D6380 Class M , shall be 10d box (3"x0.128") or ROOMS OTHER THAN SLEEPING ROOMS 40 be permitted . The bottom layer shall be 18 inches (457 mm) and the 3" x 0.131" nails 12" O.C. FACE NAIL top layer a minimum of 36 inches (914 mm) wide. 13 DOUBLE TOP PLATE SPLICE 8-16d common (3 1/2"xO.162")or FACE NAIL ON EACH SIDE OF END 12-16d box (3 1/2"x0.135") or JOIST (MINIMUM24" LAP SPLICE SLEEPING ROOMS 30 3. For closed valleys (valley covered with shingles), valley 12-10d box (3"xO.128") or LENGTH EA SIDE OF END JOIST) liningof one I of smooth roll roofingcom I in with ASTM D 6380 12-3" x o.131" nails C at least 36 inches 914 mm wide or valley p y g 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d common (3 1/2"xO.162") 16" O.C. FACE NAIL STAIRS 40 liningas described in Items 1 and 2 above shall be permitted. BLOCKING ( NOT AT BRACED WALL PANEL ) 16d box (3 1/2"x0.135" or " I P ) 12 O.C. FACE NAIL `R`:- 7; p Specialty unde-layment complying with ASTMD 1970 may be used in 3" x o.131" nails ':� '� lieu of the lining material. 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 3-16d box (3 1/2"xO.135 ) or 3 EA 16" O.C. FACE NAIL BLOCKING ( AT BRACED WALL PANEL ) 2-16d common (3 1/2"x0.162") 2 EA 16" O.C. FACE NAIL 4-3" x 0.131" nails 4 EA 16" O.C. FACE NAIL For Si: 1 pound per square foot = 0.0479 Kpa 4-8d box (2 1/2"xo.113") or 3-16d box (3 1/2"xO.135") or TOE NAIL 16 TOP OR BOTTOM PLATE TO STUD 1 square inch = 645 mm2, 3-8d common (2 1/2"xo.131") or 1 pound = 4.45 N. 4-10d box 3 xO.128" or 4-3" x 0.131" nails TABLE 3 01 . 7 3-16d box (3 1/2"x0.135") or END NAIL 2-16d common (3 1/2"xO.162") or a. Elevated garage floors shall be capable of supporting a 3-10d box (3"xo.128") or 2,000-pound load applied over a 20-square-inch area. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 3-3" x 0.131 nails b. Uninhabitable attics Without storage are those where the clear height ALLOWABLE 17 TOP PLATE, LAPS AT CORNERS OR INTERSECTIONS 3-10d box (3"x0.128") or FACE NAIL g g STRUCTURAL MEMBER 2-16d common (3 1/2"xo.162") or between joists & rafters is not more than 42", or where there are not two DEFLECTION 3-3" x 0.131" nails or more adjacent trusses with web configurations capable of accommodating , 18 1" BRACE TO EACH STUD AND PLATE 3-Sd box (2 1/2"xo.113~) or " " RAFTERS HAVING SLOPE GREATER THAN 2-8d common (2 1/2"xO.131") or an assumed rectangle 42 in height by 24 in width, or greater within the L/180 2-10d box (3"xo.128") or FACE NAIL o plane of the trusses. 3/12 W/ NO FIN. CEILING ATTACHED 2-STAPLES 1 3/4" The live loadneed only be applied to those portions of the joists or truss 3-8d box (2 1/2"xO.113") or INTERIOR WALLS AND PARTITIONS H/180 19 1" X 6" SHEATHING TO EACH BEARING 2-8d common (2 1/2"x0.131 ) or FACE NAIL bottom chords where all of the following conditions are met: 2-10d box (3"xo.128") or " 1. The attic area is accessed from an opening not less than 20" in FLOORS L/360 2-STAPLES, 1" CROWN, 16 GA 1 33-8d box (2 1/2"xo.113") or width by 30" in length and is located where the clear height in " " 3-8d common (2 1/2"xo.131") or the attic is not less than 30" CEILINGS WITH BRITTLE FINISHES ( INCLUDING 20 1 x 8 AND WIDER SHEATHING TO EACH BEARING 3-10d box (3"xo.128 ) or L/360 3-STAPLES 1" CROWN 16 GA 1 3 C Y 2. The slopes of the joists or truss bottom chords are not greater than PLASTER AND STUCCO) WIDER THAN 1 x 8 FACE NAIL �, Q Z J p g 3-8d box (2 1/2"x0.113") or Z O 0 2" vertical to 12 units horizontal CEILINGS WITH FLEXIBLE FINISHES 3-8d common (2 1/2"x0.131") or J 0-, _ H 360 3-10d box (3"xO.128") or w 3. Required insulation depth is less than the joist or truss bottom chord ( INCLUDING GYPSUM BOARD ) 3-STAPLES, 1" CROWN, 16 GA 1 3 " o Z W z member depth. FLOOR J O D 0 > ALL OTHER STRUCTURAL MEMBERS L/240 4-8d box (2 1/2"xo.113") or () V) I- 21 JOIST TO SILL, TOP PLATE OR GIRDER TOE NAIL � Q LiJ Z The remaining portion of the joists or truss bottom chords shall be 3-8d common (2 1/2"xo.113 ) or Q O designed for a uniform) distributed concurrent live load of not less that EXTERIOR WALLS-WIND LOADS WITH 3-3" box (3"xails or U- o 9 Y H/360 3-3" x o.131" nails w O Z O v 10 pounds per square foor. PLASTER OR STUCCO FINISHES J 0 y plane Of the trusses. 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d box (2 1/2"xO.113") 4" O.C. TOE NAIL U O Z -J PLATE ( ROOF APPLICATIONS ALSO 8d common (2 1/2"x0.131") or Q) - Q7 EXTERIOR WALLS-WIND LOADS WITH 10d box (3"xo.128") or 6" O.C. TOE NAIL 0 D 0 `'- OTHER BRITTLE FINISHES L/240 3" x 0.131" nails Q �- 0 V) c. Individual stair treads shall be designed for the uniformly 3-8d box (2 1/2"xo.113") or distributed live load Or a 300-pound concentrated load 23 1" X 6" SUB-FLOOR OR LESS TO EACH JOIST 2-8d common (2 1/2"x0.113 ) or FACE NAIL acting over an area of 4 square inches, whichever produces EXTERIOR WALLS-WIND LOADS WITH L/120 2-10d boS,(1"xc128") or 16 GA 1 3 " date. the greater stresses. FLEXIBLE FINISHES DECEMBER 2020 24 2" SUB-FLOORING TO JOIST OR GIRDER 3-16d box (3 1/2"xo.135") or2-16d common (3 1/2"xo.162") BLIND OR FACE NAIL d. A single concentrated load applied in any direction at any point LINTELS SUPPORTING MASONRY VENEER scale: along the top. WALLS L/600 25 2" PLANKS ( PLANK & BEAM - FLOOR & ROOF ) 2-16d box(on 2 1/235") or ) AT EACH BEARING FACE NAIL 3-16d common (3 11,2"xO.162") drawn bu 26 BAND OR RIM JOIST TO JOIST 4-1Od box 3 xO.128 ) or e. See R507.1 for decks attached to exterior WQIIS. ("" END NAIL C.W.KUEHN NOTE: L = span length, H = span height. 4-3" x 0.131 nails " 4-3"x14 go staples, 7/16 crown f. Guard in-fill components (all those except the handrail ), checked bu a. The wind load shall be permitted to be taken as 0.7 times BUILT-UP GIRDERS AND BEAMS, 2 LUMBER LAYERS (3 1/2 x0.162") or NAIL EA LAYER AS FOLLOWS ^ 20d common " balusters and panel fillers shall be designed to withstand 27 32 O.C. IN TOP & BOTTOM the Component and Cladding loads for the purpose of AND STAGGERED a horizontally applied normal load of 50 pounds on an area the determining deflection limits herein. 10d box (3"xO.128") or 24" O.C. FACE NAIL AT TOP project no equal to 1 square foot. This load need not be assumed to 3" x 0.131" nails & BOTTOM STAGGERED ON act concurrently with any other live load requirements b. For cantilever members, L shall be taken as twice the lenght AND: OPPOSITE SIDES 20056 of the cantilever.. 2-20d common (3 1/2"xO.162") or FACE NAIL AT ENDS & AT 3-10d box (3 x0.128 ) or EACH SPLICE In. Attic spaces served by fixed stair shall be designed to support the 3-3" x 0.131" nails minimum live load specified for sleeping rooms. c. For aluminum structural members or panels used in roof or 4-16d box (3 or AT EACH JOIST OR RAFTER Sheet p p g walls of sun-room additions Or patio covers, not supporting 28 LEDGER STRAP SUPPORTING JOISTS OR RAFTERS 3-16d common (3"1 23xo)162" # p pp g 4-10d box (3"x0128�) or ) FACE NAIL edge of glass or snadwich panels, the total load deflection 4-10 x ox ( nails T- 2 shall not exceed L/60. For sandwich panels used in roofs 2-3" box (3"xails ) or or walls of sun-room additions or patio covers, the total load 29 BRIDGING OR BLOCKING TO JOISTS 2-8d common (2 1/2"xo.113") or deflection shall not exceed L/120. 2-3 x 0.131" nails drawing title CODE 00 TABLE R404.1.1(1) TABLE R404.1.2(8) PLAIN MASONRY FOUNDATION WALLS MINIMUM VERTICAL REINFORCEMENT FOR 6,8,10 & 12 INCH FLAT BASEMENT WALLS PLAIN TABLE 3.2A I" ANCHOR BOLTS — SILL PLATE TO FOUNDATION TABLE 3.2B Bottom Plate to Foundation Connections ;>Or NOMINAL AWALL THICSONRY KNESS NESS SINIMUM ZEUM ERTICAL REINFORCEMENT CONNECTIONS RESISTING SHEAR LOAD FROM WIND (Anchor Bolts) Resisting Lateral & Sheer Loads From Wind B osure(inches) Exposure B (Prescriptive Alternative to Table 3.2) Ex— (Prescriptive Alternative to Table 3.2)SOIL CLASSES & DESIGN LATERAL SOIL ( PSF PER FT. OF DEPTH ) P b SOIL CLASSES MAXIMUM MAXIMUM MAXIMUM MAXIMUM GW, GP GM, GC SC, MN, Three Second Gust VBpded (mph) 85 90 100 110 120 130 140 150 Three Second Gust Win( 85 90 100 110 120 130 140 150 WALL UNBALANCED WALL UNBALANCED SW and SP EM, EM—SC ML—CL and Speed (mph) Foundation BUILDING DIMENSION 1/2" ANCHOR BOLTS HEIGHT BACKFILL GM, GC SC, MN, HEIGHT BACKFILL and ML inorganic CL Supporting PERPENDICULAR T Bottom Plate to Foundation Foundation 1534 (feet) HEIGHT GW, GP EM, EM—SC ML—CL and (feet) HEIGHT 30 45 60 SHEARWALL U N E eFT) NUMBER of BOLTS REQUIRED IN SHEARWALL IJAt anchor Bolt Connection Resisting Supporting Maximum Anchor Bolt Spacing (in.� (feet) c SW and SP and ML inorganic CL (feet) c 12 MINIMUM WALL THICKNESS INCHES 16 2 2 3 3 3 4 4 4 1/2" Anchor Bolts �j (� d 6 8 10 12 6 8 10 12 6 8 10 12 1 STORY 20 2 3 3 4 4 5 5 6 1-3 5 4 6 so1 or 6 so1 Or 6 soliCJ Or 24 3 3 4 4 5 6 6 7 30 Stories 5 6 soli or 8 10 5 4 NR NR NR NR NR NR NR NR NR NR NR NR 28 3 3 4 5 6 6 7 8 Lateral and Shear Loads 32 3 4 5 5 6 7 8 10 36 4 4 5 6 7 8 9 11 5/8" Anchor Bolts 5 NR NR NR NR NR NR NR NR NR NR NR NR 40 4 5 6 7 8 9 10 12 1-3 6 4 6 solid or 16 solid or 6 solid or 4 NR NR NR I NR NRI NR NR NR NR I NR NR NR 50 5 6 7 8 10 11 13 15 Stories 45 5 6 solid or 8 10 6 60 6 7 8 10 11 13 15 17 5 NR NR NR NR NR NR NR NR 4@35' NR NR NR 70 7 8 9 11 13 15 18 20 u7 6 8 10 12 6 NR NR NR NR 5@48' NR NR NR 5@36' NR NR NR 80 8 9 11 1 13 15 1 18 20 1 23 00 4 NR NR NR NR NR NR NR NR NR NR NR I NR 20 3 4 4 5 6 7 8 9 TABLE 3.2C Sill or Bottom Plate to Foundation Connections 1 7 4 6 solid or 8 8 NR NR NR NR NR NR NR NR 5@47' NR NR NR 24 4 4 5 6 7 9 10 11 L i 00 5 N 2 STORY 28 5 5 6 7 8 10 11 13 (Anchor Bolts ) Resisting uplift Loads From Wind 5 6 soli or 10 10 7 6 NR NR NR I NR #5@421 NR NR I NR 6@43' 5@48 NR NR 32 5 6 7 8 10 11 13 15 N 6 10 12 10 solid 36 6 6 8 9 11 13 14 17 — Exposure B (Prescriptive Alternative to Table 3.2) 7 #5@46' NR NR NR s@42' S@4 NR NR 6@34' 6@48 NR NR 40 6 7 8 10 12 14 16 18 7 12 10 solid 12 solid 50 8 9 10 12 15 17 20 23 0 4 NR NR NR NR NR NR NR NR NR NR NR NR 1`0 60 9 10 12 15 18 21 24 27 W Y Three Second Gust Win LL � 8 4 6 solid or 6 solid ( 8 5 NR NR NR NR 4@38 NR NR NR 5@43' NR NR NR 70 11 12 14 17 20 24 28 32 Speed (mph) 85 90 100 110 120 130 140 150 .� 80 12 13 16 20 23 27 32 36 0 ,4- O 5 6 solid or 1 10 12 8 6 4@37' NR NR NR 5@37' NR NR NR 6@37' 5@43' NR NR Bottom Plate to Foundation Foundation Maximum Anchor Eoicing (Ir�.� � > X 6 10 12 12 solid 7 #5@40' NR NR NR 6@37' 5@41" NR NR 6@34' 6@43' NR NR 28 6 7 8 10 11 13 15 18 anchor Bolt Connection Resisting Supporting _ X 3: Q Z 7 12 12 solid Footnote 8 6@43' 5@47' NR NR 6@34' 6@43 NR NR 6@27' 6@32' 6@44' NR 3 STORY 32 7 7 9 11 13 15 17 20 O �'- 36 8 8 10 12 14 17 20 22 8' End Zones 0� Z 8 10 solid 12 solid Footnor(P 4 NR NR NR NR NR NR NR NR NR NR NR NR 40 8 9 11 14 16 19 22 25 1-3 50 10 11 14 17 20 23 27 31 Stores 72 70 49 39 33 28 25 23 r n c; l-- 't 5 NR NR NR NR 4@35 NR NR NR 5@40' NR NR NR 60 12 14 17 20 24 28 32 37 uplift loads V ' U iY LO 9 4 6 soliddor8 6 solid or B 8 6 4@34' NR NR NR 6@48' NR NR NR 6@36' 5@39' NR NR 70 14 16 19 23 28 32 38 43 Interior Zones I ' I 0- O 00 80 16 18 22 27 32 37 43 49 W 0- 5 8 10 12 9 7 5@36' NR NR NR 6@34' 5@37' NR NR 6@33' 6@38' 5@37' NR 1-3 72 72 57 45 38 33 30 27 1 6 1 0 12 12 solid Stories 8 6@38' 5@41" NR NR 6@33 6@38' 5@37' NR 6@24' 7@39' 6@39' 4@48' �/ N 7 12 12 solid Footnote Anchorage required to resist lateral loads shall be determined in the foundation g 6@34' 6@46' NR NR 6@26' 7@41" 6@41" NR 6@19" 7@31" 7@41" 6@39' L_J._ O N Z 8 12 Soli Footnor& Footnor& 4 NR NR NR NR NR NR NR NR NR NR NR NRI design per section 1.1.4. 1 Prescriptive limits are based on assumptions in Table 3.2 9 FootnotS Footnor& Footnoree 2 When anchor bolts are used to resist uplift, lateral, and shear loads, 5 NR NR NR NR 4@33' NR NR NR 5®38' NR NR NR 1 Perscriptive limits are based on assumptions in Table 3.2 P For SI: 1 inch = 25.4 mm 6 5@48' NR NR NR 6@45 NR NR NR 6@34' 5@37 NR NR the maximum anchor bolt spacing shall not exceed the lesser of the 10 6@47' NR NR NR 6@34 6@48' NR NR 6@30' 6@35' 6@48' NR 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line, tabulated values for uplift loads ( Table 3.2C ) or lateral and shear r 1 1 foot = 304.8 mm and in no case shall the anchor bolt spacing exceed 6 feet on center. For other loads ( Table 3.2B ). For other anchor bolt limitations see Section v 1 pound/ sq. inch = 6.895 Pa. 8 6@34' 5@38' NR NR 6@30' 7@47 6@47' NR 6@22' 7@35' 7@48'#6@45' anchor bolt limitations, see Section 3.2.1.7. 3.2.1.7 and 3.2.2.3. g 6@34' 6@41" ,4@48' NR 6@23' 7@37' 7@48' 4@48' DR 6@22' 7@37' 7@47' a. Mortar shall be Type M or S and masonry shall be laid in running bond. 10 6@28' 7@45' 6@45' NR DR 7@31" 7@40' 6@38' DR 6@22 7@30' 7@38' 3 Sill plates are assumed to be treated Southern Pine. 3 Tabulated anchor bolt spacing for lateral and shear loads assume walls are sheathed in accordance with Section 3.4.4.2. For other wall sheathing Ungrouted hollow masonry units are permitted except where otherwise types the tabulated anchor bolt spacings shall be multiplied by the indicated. appropriate sheathing type adjustment factor in Table 3.17D, but in no case shall anchor bolt spacing exceed 6 feet on center. b. Soil classses are in accordance with the United Soil Classification System. Refer to Table RR405.1 4 For three second gust wind speeds greater than 110 mph with a tabulated lateral value from Table 3.5 greater than 262 plf, lateral c. Unbalanaced backfill height is the difference in height of the exterior connections shall be determined using the loads from Table 3.5. and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. ` d. Solid grouted hollow units or solid masonry units. ---' °- e. Wall construction shall be in accordance with Table RR4"1.1(2) or a TABLE R 403. design shall be provided. g. Thickness may be 6 inches, provided minimum specified compressive MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inc%es) 1 Prescriptive limits are based on assumptions in Table 3.2 � strength of concrete, fc, is 4,000 psi. LOAD-BEARING VALUE OF SOIL (psf) 2 When anchor bolts are used to resist uplift, lateral, and shear loads, the maximum anchor bolt spacing shall not exceed the lesser of the tabulated values for uplift loads ( Table 3.2C ) or lateral and shear 1,500 2,000 3,000 34,000 loads ( Table 3.2B ). For other anchor bolt limitations see Section 3.2.1.7 and 3.2.2.3. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401 .4.1 Conventional light—frame constriction 0 CLASS OF MATERIAL LOAD—BEARING PRESSURE 1—story 12 12 12 12 C pounds per square foot) 3"x3" washer 0 2-story 15 12 12 12 7" min. embed. in TOP OF WALL ABOVE GRADE PER 0 Crystalline bedrock 12,000 poured concrete R 404.1.6 - 4" WHERE MASONRY _0 3-story 23 17 12 12 15" in c.m.u. VENEER IS USED, 6" ELSEWERE � Sedimentry and foliated rock 4,000 4—inch brick veneer over light frame or Refer to Table R-402.2 for 8—inch hollow concrete masonr compressive strengths of Sandy gravel and/or gravel (GW and GP) 3,000 concrete. � >- o 1-story 12 12 12 12 Q J CK Sand, silty sand, clayey sand, silty gravel and clayey gravel Refer to Tables R-404.1.1(1) Z O Z O 2,000 2-story 21 16 12 12 thru R-404.1.1(4) for wall w _ � (SW, SP, SM, SC, GM and GC) - I— w 3—story 32 24 16 12 requirements. W Z o Z �- O � O > Clay, sandy clay, silty clay, clayey silt, silt and sandy silt Footing DEPTH PER R-403.1.4 _ C- V) 1 ,500b 8—inch solid or fully grouted masonry � a VJ Z (Cl, ML, MH and CH) SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 pC o MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED 1-story 16 12 12 12 ANCHOR BOLT SPACING AS PER SECTION R403.1.6 O 0O Y PER TABLE R-402.2 COMPRESSIVE STRENGTHa(f'c) c, Z O I- z o 2-story 19 21 14 12 �� U_ IR403.1.1 Mnlmum Size. Minimum sizes for concrete and masonry �� O D Weathering potential 3-story 42 32 21 16 footings shall be as set forth in Table R403.1 and I" R403.1(1). Negligible Moderate Severe �- U TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION The footing width, W, shall be based on the load-bearing value of the bl with T d soil in accordance w ae a. Where minimum footing width is 12 inches, a so R401.4%1. Basement walls, foundations and other concrete not exposed to the weather 2,500c 2,500c 2,500e single wythe of solid or fully grouted 12-inch Spread footings shall be at least 6 inches (152) in thickness. nominal concrete masonry units is permitted to Footing projections, P, shall be at least 2 inches (51 mm) and shall not DECEMBER 2020 Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500e be used. exceed the thickness footing. The side of footings suu thepporting piers and columns shall be based on the scale; tributary load and allowable soil pressure in accordance with Table RR402.4.1. Basement walls, foundation walls, exterior walls and other vertical 2,500c 3,000d 3,000d Footings for wood foundations shall be in accordance with the details set concrete work exposed to the weather forth in IR403.(2) and Figure R403.1(2) and Rguro R403.1(3). drawn bu; C.W.KUEHN Porches, carport slabs and steps exposed to the weather, For SI: 1 pound per square foot = 0.0479 kN/m2, and garage floor slabs 2,500e 3,000d,e 3,500d,e 1 square inch = 645 mm2, checked bu 1 pound = 4.45 N. a. At 28 days psi. For SI: 1 pound per square inch = 6.895 kPa. a. Elevated garage floors shall be capable of supporting a y p 2,000-pound load applied over a 20-square-inch area. project n0 b. See Table RR301.2(1) for weathering potential. b. No storage with roof slope not over 3 units in 12 units. 20056 c. Concrete in these locations that may be subject to freezing and thawing during construction c. Individual stair treads shall be designed for the uniformly shall be air—entrained concrete in accordance with Footnote d. distributed live load or a 300—pound concentrated load (percent b volume of concrete acting over an area of 4 square inches, whichever produces d. Concrete shall be air entrained. Total air content (p y ) the greater stresses. Sheet # shall not be less than 5 percent or more than 7 percent. d. A single concentrated load applied in an direction at an g pp y y point T— 3 e. See R402.2 for minimum cement content. along the top. e. Attics constructed with wood trusses shall be designed in accordance with R802.10.1. drawinq title f. See RR502.2.1 for decks attached to exterior walls. CODE SPECIFICATIONS CONCRETE NOTES: ALL 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" FINIS EDCRETE SLABS SHALL BE FLOAT GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE COPPER, "K" TYPE, WITH 1/2" BRANCHES TO ALL FIXTURES. PIPES LOCATED 2. AFTER THE MOISTURE FILM OR SHEEN HAS PERFORMANCE OF THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM DISAPPEARED AND THE CONCRETE HAS BY HIM. FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. HARDENED SUFFICIENTLY TO PREVENT WATER AND FINE MATERIAL FROM BEING WORKED TO THE - STE 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. TROWELEDACE UNTIL THEFACE SURFACEL S BSMOO H, PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED EVEN AND FREE OF MARKS AND RIPPLES. BY LAW AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. 3. WHERE THE SURFACE WILL BE EXPOSD TO THE CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE WEATHER A SECOND STEEL TROWELLING Is TO BE PERFORMED AFTER REQUIRED INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. BECOME HARD NOUGHT HE THATOETE NORMORTARS ADHERES TO THE TROWEL AND A RINGING 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, SOUND IS PRODUCED AS THE TROWEL PASSES LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. OVER THE SURFACE. 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE COMPLETION OF 4. AFTER FINAL TROWELLING - TRAFFIC SURFACES 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING EXPOSED TO THE WEATHER SHALL BE FLOAT IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. THIS WORK SHALL BE OF THE BEST QUALITY AS RECOMMENDED BY THE FINISHED TO CREATE A NON-SKID SURFACE. MANUFACTURER FOR THE SERVICE REQUIRED. z 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS FRAMING NOTES: 00 DIRECT SUPERVISION. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, FLOORS, 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR N0. 1 OR SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY RETOUCHING OF SELECT STRUCTURAL GRADE WITH MINIMUM ALLOWABLE BINDING STRESS I 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE AND PAINTING WORK IN BUILDING, LEAVING HIS WORK IN PERFECT CONDITION. FOR REPETITIVE USE. FB1400 PSI. � VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. N 2. JOISTS AND GIRDERS SHALL HAVE FULL 4" MINIMUM BEARING. U 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND MADE READY r i NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST FOR FINISHING AND SHALL RECEIVE ONE (1) PRIMING COAT AND TWO (2) 3. ALL BRIDGING SHALL BE SOLID 2 X 12 BRIDGING. W cD CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND FINISH COATS. COLOR AS SELECTED BY OWNER. . O BUILDING CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION 4. USE SIMPSON METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS C0 }' X CODE; NEW YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO DETAILED. USE NAILING AS RECOMMENDED BY THE MANUFACTURER. X w ('- CODES WITH JURISDICTION AND VARIANCES. INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF m z 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. O 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD (� O � � CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. IMMEDIATELY. 6. PROVIDE "AC" POST CAPS FOR ALL GIRDER/HEADER TO POST CONNECTIONS W 0 00 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN AND FC FRAMING CLIPS AT POST BASE FOR ALL INTERIOR AND EXTERIOR 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. GIRDER/HEADER SPANS GREATER THAN 5' -6'CLEAR SPAN. SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS Q O THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN UNHEATED SPACES 7. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS z cv TO BE INSULATED. AS MAY BE REQUIRED TO TRANSFER ALL LOADS. Q 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1) YEAR, WITHOUT 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY AND 8. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1/2" r10 ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. STANDARD MINIMUM THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 6" WORKMANSHIP OR INFERIOR MATERIALS. METHODS. CENTERS AT EDGES AND 10" CENTERS IN THE FIELD. U 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT 9. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE REQUIRED FOR THE PERFORMANCE OF HIS WORK. GENERAL NOTES: STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. INSTALLED. AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS EMPLOYEES. 2. DOUBLE STRUCTURES AROUND ALL FLOOR, CEILING AND ROOF OPENINGS. WOOD SPECIFICATIONS: 1 . ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL DESIGN 3. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS PER TABLE R.408 SPECIFICATION FOR WOOD CONSTRUCTION, 2018 LATEST EDITION. 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR 2. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN ACCORDANCE OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 4. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN WITH AWPA STANDARDS. OWNER. TOTAL FEET VENTILATION AREA PER TABLE R.400 f��;' s. _," L_� 3. ALL WOOD CONNECTORS SHALL BE BY SIMPSON, OR APPROVED EQUAL. ,J 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND 5. DRAFTSTOPPING REQUIRED - WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED ELECTRIC NOTES: CONSTRUCTION DURING ALL STAGES OF WORK. SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT ECEED 1 ,000 S.F., DRAFTSTOPPING r•. SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE 1 . A minimum of one wa I I -switch -controlled ----- 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH REQUIRED ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW lighting outlet is required i n every habitable room , BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE DRAWINGS AND hallway, stairway, attached garage, and outdoor SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND SHALL BE LIABLE DRAFSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING entrance. Exception: In habitable rooms other FOR THE CORRECTNESS OF THE LAYOUT. CIRCUMSTANCES: than kitchens and bathrooms one or more 1 . CEILING IN SUSPENDED UNDER THE FLOOR FRAMING receptacles controlled by a wall switch are 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE AT permitted in lieu of lighting outlets. FINAL GRADING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRJSS-TYPE, OPEN-WEB OR PERFORATED MEMBERS 2. In every kitchen , family room, dining room, 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER den, breakfast room, living room, parlor, DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN 6. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THEN 1/2„ GYPSUM BOARD, 3/8 WOOD sunroom, bedroom, recreation room, and similar rooms, receptacle outlets must be installed so a� PERFECT CONDITION OR BROOM CLEAN AT COMPLETION OF EACH AND STRUCTURAL PANELS, 3 8 TYPE 2-M-W PARTICLEBOARD ADEQUATELY SUPPORTED. / that no point along the floor line is farther than o WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF DRAFTSTOPPING SHALL BE INSTALLED PARRALLEL TO THE FLOOR FRAMING MEMBERS. THE 12 ft, measured horizontally, from an outlet, CONSTRUCTION DEBRIS IN AN APPROVED MANNER. INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAIN 1 AINED including any wall space 2 ft or more wide and 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE the wall space occupied by sliding panels in exterior walls. THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF 7. FIREBLOCKING REQUIRED - FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME FLOOR CONSTRUCTION 3. A minimum of two # 1 2 wire 20-A small LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND AND FLOOR-CEILING ASSEMBLIES IN ACCORDANCE WITH R.602.8 appliance circuits are required to serve only THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. small appliance outlets, including refrigeration room dining pantry,in the kitchen, p y, g , Q Y 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING equipment, 8. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS breakfast room, and family room. Both circuits Q J 0 IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR BOTH VERTICAL & HORIZONTAL ) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN must extend to the kitchen; the other rooms J O Z O o OTHER ADEQUATE MEANS. ( STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE may be served by one or both of them . No w w PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. other outlets may be connected to these circuits, o Z W z 20. CONCRETE TO HAVE A MINIMUM 28 DAY STRENGTH PER TABLE R.402.2 except a receptacle installed solely for an O W O Z 1 . IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED electric clock. In kitchen and dining areas, -r F- U () V) �-- 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A SPACES, AT THE CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED receptacle outlets must be installed at each and Q a VJ D MINIMUM BEARING CAPACITY PER TABLE R.401 .4.1 SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10'-0". every counter space wider than 1 2 i n. '1 O BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING w O 10 c� 4. A minimum of one # 12 wire 20-A circuit U Y 22. MAIN SILLS TO BE "ACQ" HEM-FIR SIZE AND AMOUNT AS IN WALLS CONSTRUCTED USING PARRALLEL ROWS OF STUDS OR STAGGERED STUDS. O z � must be provided to supply the laundry z �- O INDICATED ON DRAWINGS. � w 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL receptacle(s), and it may have no other outlets. 0 O w 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGD AND COVE CEILINGS. Q �' U F 5. At least one receptacle outlet must be I- can FROM OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO SQUARE. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE installed in the bathroom near the basin a n d BE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH RR.314.8 must be provided with ground fault circuit dam; 24. ALL EXTERIOR SHEATING TO BE 1/2" "CDX" WITH 'TYVEK' HOUSE WRAP BACKING interrupter protection . DECEMBER 2020 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, 6. Code requires sufficient 15- and 20-A THAT MAY BE REQUIRED BY OTHER TRADES. TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. circuits to supply three watts of power for every scale; square foot of floor space, not including garage 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. 5, FOR RHE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE R.1001 .16 and open porch areas. Minimum code suggestion is one circuit per 600 sq ft; one circuit per 500 drawn btu: 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE s q ft is desirable. C.W.KUEHN OF DWELLING UNIT SEPERATION. 7. A minimum of one exterior receptacle outlet checked bu 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1/2" GYPSUM WALLBOARD is required (two are desirable) and must be FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR 9. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT INTERVALS OF provided with ground fault circuit interrupter PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT NOT MORE THAN 20 FEET. protection. project ro COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) 8. A minimum of one receptacle outlet is 10. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF CONSTRUCTION required in basement and garage, in addition 2oo5s 29. INSTALL ONE (1) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES POLE SHALL BE FIRE-STOPPED SO THAT NO AREA OF SUCH CONCEALED SPACE to the one in the laundry. In attached garages UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE (5) SHELVES. IS LARGER THAN 1 ,000 SQ. FT. MAX PER TABLE R.302.12 it must be provided with ground fault circuit b'1teMtt**ebuPd* tbqrdes require a smoke detector 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON 11 . ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE in the hallway outside bedrooms or above the skeet # RED BRICK. ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT stairway leading to upper floor bedrooms. AGAINST THE WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE 1 O.Disconnect switches are required. T- 4 BRICK WORK SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT Note: Refer to the National Electrical Code (NEC) CONDITION. for further information on residential drawing title requirements. CODE NOTES SIMPSON - H2.5A CONNECTOR EVERY RAFTER USE 16D TOENAILS FROM RAFTER INTO RIDGE ESTIMATED DEFLECTION AT 130 MPH DESIGN WIND PER TABLE R602.3(1) SIMPSON CS18x24 MIN. SPEED AT 15-FT. HEIGHT FOR SHUTTERS WITH 2 x 4 FASTENER SCHEDULE FOR STRAP ® EACH RAFTER WITH AT 16" ON CENTER SEE SHEETT MEMBERS ( ) 8D COMMON NAILS ® EACH SIDE OF STRAP APPROX. DEFLECTION { IN.. ) APA PANEL SPAN RATING APPROX. WEIGHT MAXIMUMSPAN UTTER AT 120 MPH DESIGN WIND SHUTTER SPAN ( IN. ) SPEED AT 15'-0" HEIGHT APA PANEL SPAN RATING APPROX. WEIGHT 32 /16 1.5 30 0.5 ( LB/FTZ ) 24 36 48 60 72 84 96 40 /20 2.0 36 0.5 32 /16 2.5 0.2 0.2 0.3 0.4 0.5 0.8 - 48 / 24 2.4 48 0.9 40 /20 2.9 0.1 0.1 0.2 0.2 0.4 0.7 J-9 ROOF RAFTER, SEE PLAN 48 oc 3.6 72 1.548 / 24 3.4 - - 0.1 0.2 0.3 0.648 oc 4.6 - - 0.1 0.1 0.3 0.5 NOTE: APA STRUCTURAL PANEL RESIDENTIAL CODE OF N.Y.S. SECTION R301.2.1.2 INTERNAL WHERE CEILING JOIST ARE NOT PRESSURE - EXCEPTION - WOOD STRUCTURAL PANELS EXTERIOR SIDING PROVIDED AT TOP P ATE (ie WITH A MIN. THICKNESS OF 7/16" (11.1 MM) AND A MAX. CATHEDRAL OR VA LTED # 2 - 2 x 4 ( IF NEEDED ) SPAN OF 8'-0" (2438 MM) SHALL BE PERMITTED FOR SHIM CEILINGS) SIMPSO LSU28 z OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. HANGERS REQUIR D ® EA. RR In PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS 00 CUT IF DESIRED WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS FINISHED WALL TO RIDGE OR HIP CONNECTION SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 12d NAILS, TYP. IN ACCORDANCE WITH R802.5.2 3/16" x 3" LAG SCREWS w/ FENDER OR SHALL BE DESIGNED TO RESIST THE COMPONENTS HEADER - ALSO AT STRUCTURAL RIDGE WASHERS TO HOLD 2 x 4 TO PANEL AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH „ I,,, BEAM 00 N THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE 12d DOUBLE HEA ���� NAILS ® 6" !.EC..0 ( REQUIRED WHEN ROOF PITCH I� � J AND ® 4" .0 INTERIOR CASING N ( IS LESS THEN 3:12 ) IS SHUTTER IS VR U 5'-0" LONG r- GLASS RIDGE TENSION STRAP DETAIL TABLE R301.2.1.2 € WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FLASHING AND CAULK r E FOR WOOD STRUCTURAL PANELS SILL SON H2A NOT TO SCALE �) » brae et 0 EACH RAFTER WITH d O STRENGTH AXIS SHUTTER DETAIL T 8D COMMON NAILS CO } X FASTENER SPACING ( INCHES ) 12d NAILS, TYP. - X � Q FASTENER TYPE PANEL SPAN S 4 4 FEET < PANEL 6 FEET < PANEL INTERIOR CASING O Ld X, 12d DOUBLE- HEADED FEET SPAN S 6 FEET SPAN S 8 FEET ���� m Z NAILS 0 6" O.C. ( 4" O.C. 12d DOUBLE HEAD NO. 8 WOOD-SCREW-BASED NAILS 0 6" O.C. IF SPAN IS OVER 5' LONG ) ANCHOR W/ 2" EMBEDMENT 16" 10" 8' ( AND ® 4" O.C. 0 O H � LENGHT IS SHUTTER IS OVER FINISHED WALL � O 00 NO 10 WOOD-SCREW-BASED 5'-0" LONG I , ' ANCHOR W/ 2" EMBEDMENT 16 12" 9" 1 n/ SHIM STUD WALL SIMPSON BENT TIE-H2S SHUTTER ATTACHMENT ,cHLAc-SCREW-BASED ANCHOR W/ 2" EMBEDMENT 16" 16" 16" LENGHT � N SCALE: 1/2" _ ,'-o" SHUTTER ATTACHMENT SECTION NOT TO SCALE DETAIL "3" � � � N SCALE: 1-1/2" = 1'-0" Q 1 I U CUT RR TO ALLOW FOR CUT SHEATHING TO BE NAILED LENGTH TO BOX END -- .. SECOND FLOOR SIMPSON SHEAR WALL TIE DOWN •- TO BE INSTALLED AT ALL �;''_ CORNERS OF BUILDING & GARAGE HEADERS CLEAR TIE DOWN TO BE SECURELY SPAN BOLTED IN THREE PLACES SEE SHEET T-2 FOR NUMBE SEE SHEET T-2 FOR NUMBER TO CORNER STUDS OF NAILS AT EACH END C OF NAILS AT EACH END J a " TYPICAL 1-5/8" DIA. ATR ANCHOR ( No.02,1 LEG 2- ND c 3/4" M �_. PROVIDE MIN. 7/8" N3""TM SILL PLATE, END DIST. c ................. ... 2x STUD ® 16" O.C. W/ SIMPSON STRONG-TIE FOUNDATION WALL, TYP. CS16 STRAP ® EACH STUD SIMPSON STRONG-TIE C 6 . a: a ag. ' NOT TO SCALE DETAIL 2 .� aaba LOCATED AT EACH NEW STUD, TYPICAL PLAN MEW 8D FLOOR 8D COMMON NAILS SIMPSON STRONG-TIE HDU8 EACH SHEETD OF FORA S UMBER SHEARWALL CONNECTION: 1ST FLOOR TO FOUNDATION OF NAILS AT EACH END 0 SCALE: NOT TO SCALE SIMPSON STRONG-TIE CS20 STRAP ® EACH STUD INSTALL BETWEEN SILL :::::.:. . .. . .. .......................... LENGTH a AND TOP OF FDN. WALL 8D COMMON NAILS -� MIN. BEARING ON 0 EACH END OF STRAP 12" SEE SHEET T-2 FOR NUMBER LENGTH STUD SURFACE 12 OF NAILS AT EACH END I �. I GRADE el Y 3"x3" washer Z Q Z p 7" min. embed. in TOP OF WALL ABOVE GRADE PER PROVIDE COPPER COATED J O O > poured concrete R 404.1.6 - 4" WHERE MASONRY FABRIC TERMITE SHIELD w IIZ _ Gi 15" in c.m.u. VENEER IS USED, 6" ELSEWERE OVER SILL SEALER AND 3�: " I- w MAINTAIN 8" MIN. FROM o Z W Z WD. TO FIN. GRADE J O OI- Refer to Table R-402.2 for BASEMENTC-D compressive strengths of .K SIMPSON STRONG-TIE CS 0 Q Q yJ 0 Z concrete. STEEL ANCHOR BOLTS - SIZE �- o AND SPACING SEE NOT To SCALE » » 0 I O 0 SHEET T-2.1 DETAIL w Refer to Tables R-404.1.1(1) J U Y EXTEND BOLTS MIN. 7" INTO CD O Z J thru R-404.1.1(4) for wall Z o requirements. FDN. WITH TIGHTENED NUT y U5 Q7 D LL_ ' & WASHER TO EACH BOLT. O N Footing DEPTH PER R-403.1.4 IF SIMPSON STRONG-TIE SOIL BEARING CAPACITIES AS PER TABLE R-401.4.1 MAB15 ANCHOR IS NOT USED ANCHOR BOLT SPACING AS PER SECTION R403.1.6 TYPICAL WIND UPLIFT CONNECTIONS dam'DECEMBER 2020 1 3/4" SIMPSON WASHER SCALE: 1/2 =1 -0 MIN. 3 X 3 WASHER & Scale; R403.1.1 MINIMUM SIZE NEARING PLAT The minimum width, W, and thickness, T, for concrete footings shall be in accordance with Table R403.1(1) through R403.1(3) MUDSILL TO FOUN TION drawn b�; and Figure R403.1(1) or R403.1.3, as applicable. The footing I width shallbe based on the load-bearing value of soil in i I TO COMPLY WITH. C.W.KUEHN accordance with Table R401.4.1. Footing projections, P, shall be i i WFCM SECT. 3.2.1.7 not less than 2" (51 mm) and shall not exceed the thickness I I of the footing. Footing thickness and pprojection for fireplaces ; ; checked b shall be in accordance with Section R1001.2. The size of footings � r A STEEL ANCHOR BOLT - SIZE supporting piers and columns shall be based on the tributaryy load AND SPACING PER W CM TABLE and allowable soil pressure in accordance with Table R401.4.1.Footings for wood foundations shall be in accordance with the 3.2A, SEE SHEET T- .1 project a<:. . ect n0 details set forth in Section R403.2, and Figure R403.1(2) and EXTEND BOLTS MIN. " INTO 20056 R403.1(3). Footings for precast foundations shall be in accordance FDN. WITH TIGHTENE NUT with the details set forth in Section R403.4, Table R403.4 and & WASHER TO EAC BOLT. Figure R403.4(1) and R403.4(2). s" TYPICAL ANCHOR BOLT Sheet # NOT TO SCALE IF SIMPSON STRONG-TIE MAB15 ANCHOR IS NOT USED T_ 5 drawinq title CODE DETAILS