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HomeMy WebLinkAbout48356-Z �O�oS�FF01�-�OGy Town of Southold 5/25/2024 a P.O.Box 1179 o - V' � 53095 Main Rd �y �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45197 Date: 5/23/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 530 Hiawathas Path, Southold SCTM#: 473889 See/Block/Lot: 78.-3-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/8/2022 pursuant to which Building Permit No. 48356 dated 9/30/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered front porch,wood deck, finished basement with bathroom and finished room over attached two-car garage, as applied for. The certificate is issued to 530 Hiawathas LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1277 05/22/2024 ELECTRICAL CERTIFICATE NO. 48356 05/17/2024 PLUMBERS CERTIFICATION DATED 12/21/2023 Be o Mayen JA o 'z ignature gUFFQi,� TOWN'OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� 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#: 48356 Date: 9/30/2022 Permission is hereby granted to: Colavito, Michael 198 Derby St East Williston, NY 11596 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 530 Hiawathas Path, Southold SCTM #473889 Sec/Block/Lot# 78.-3-27 Pursuant to application dated 8/8/2022 and approved by the Building Inspector. To expire on 3131/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,551.20 CO-NEW DWELLING $50.00 Total: $2,601.20 Buildi Inspector ho��oF so�ryol Town Hall Annex Telephone(631)76.5-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sean.devlin(&-town.southold.ny.us �y�OUNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 530 Hiawathas LLC Address: 530 Hiawathas Path city,Southold st: NY zip: 11971 Building Permit#: 48356 Section: 78 Block: 3 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Triangle Electric License No: 446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X . Service X Commerical Outdoor X 1st Floor X Pool New X. Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 84 Ceiling Fixtures 5 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 17 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 122 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights 9 Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect 3 Switches g2 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Gas FP, W/D, Septic Disconnect, Mini Fridge, Garbage Disposal, Floor Heat, 200A Panel 40 Circuit/ 37 Used, Transfer Switch NO GENERATOR Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: May 17, 2024 S. Devlin-Cert Electrical Compliance Form suFFoc� � Town Hall Annex ��° �y 0%141e�21)765-1802 54375 Main Road co P.O. Box 1179 DePzrtment Southold, NY 11971-0959 py • �� -rowan o1 Southold ti BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION .l Dater t , Building Permit No. Owner: 5130 111,qt,�,4 (Please print) Plumber: V2C�M1.���(W-Gltd C1110A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (Plumbers Signature) Sworn to before me this 2-Z day o 20 23 Notary Public, � County ERIKA,1 ME Notary public-State°New No. 01ME6387601 York Qualified in S MY Commission Jiff°Ik County E), r.-,Feb 19, 2027 o�gUfFO�,t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone(631) 765-1802 Fax(631) 765-9502 hns://www.southoldtovmny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only11 1 E Iln 11 �Jf PERMIT NO. Building Inspector: AUG O 8 LOCL Applications and forms"must,be filled out in their entirety.Incomplete' BUI-LOING DEP C applications will not be accepted. Where the Applicant is not;the owner,an 1OLVAJ OFSOUTHDLD Owner's Authorization form(Page 2)shall be completed.: Date:August 5, 2022 OWNER(S)'OF PROPERTY: . .., Name:530 Hiawatha Ilc sum#l000-78-3-27 Project Address:530 Hiawathas Path �o Phone#:8456645696 Email.tandil 022@gmail.com Mailing Address:P.O. Box 162, S. Jamesport, NY 11970 CONTACT PERSON:` Name:Burt Dorfman Mailing Address:P.O. Box 162, S. Jamesport, NY 11970 Phone#:8456645696 Email:burtdorfman@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Robert Higgins Mailing Address:50 Hidden Acres Path, Wading River, NY Phone#:6312083351 Email:rachibob@aol.com CONTRACTOR INFORMATION: Name:property owner-530 Hiawatha LLC Mailing Address:P.O. Box 162, S. Jamesport, NY Phone#:8456645696 Em ail-tandil 022@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION" _ ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $750,000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:vacant land Intended use of property:single family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 ----.. �' ___'__ _._.__ _.._ this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for altdrainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the,issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. 530 Hiawatha LLC by Beth Dubas Application Submitted By int name): ❑Authorized Agent BOwner Signature of Applicant: Date:August 5, 2022 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Beth Dubas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, managing member of 530 Hiawatha LLC (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 5th August 22 day of .20 D. to Publi1b ;.0��,nYp�e•.G'9 .� �Ozr? MN P . J► � m.wr N0.0/F04L411t1 PROPERTY OWNER AUTHORIZATION (P IMMW .J& (Where the applicant is not the owner) OF I 'N,O`'``�� I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �n OF SOUly�lo TOWN OF SOUTHOLD BUILDING DEPT. I °`Courm� 631-765-1802 INSPECTION VUNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ _ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f /4A, 40 DATE INSPECTOR Of SOUIyOIo # # TOWN OF SOU O U SOUTH OLD BUILDING DEPT. °`yoourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [,]ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: k i kv OIL- DATE 2 3 INSPECTOR of soujyO� �-� S Sr �,�'�-• # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �'� 7 yr Wn DATE �7 ?/ INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. coulm, 631-765-1802 g INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l on sxlen- DATE I '�D INSPECTOR ho��OE SOGTyOIo 63 Aqr — # # TOWN &F SOUTHOLD BUILDING DEPT. co 631-765-1802 I 'NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [. ] FIREPLACE'& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] .FIRE-RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE.C/O [ ] RENTAL REMARKS: dI a, ez &Z�ne� .i A a M.A/_L,' tKm � � v::::� gy: L �0_v4& 1 s r vA Al .DATE INSPECTOR a souryo6 TOWN OF SOUTHOLD BUILDING DEPT. CO 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 4SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL REMARKS: 1 t V • �� —W Ngw,-4 Q, a 0 444 L ofk✓ DATE INSPECTOR } �rL�J _ • � � F � + �+� �� -• + " ►. � �� E� f :`+ � � �. � •. i . , t > � j �4.1 � , a � +�"- -: Y r� '# ��� '' � + `� � �.` , � � � ��. � � �, .� _�.: . : , , � ;, , � � �� � � . �. .�. .. s � � f. is � � l • � i t` � � . y 'x+' "�, ``fit'� , �. - �..� _ �-�� •' # ` � 'Y � '�� �•,' ��� f� o E�•i r A Aw, i ;t a+"-: C � Y elcioa w ww �! 1 � f ,, .ti �� � �'! Y 1 �•_ r_ '� a � 4 f r ,�� f i d • �' � 4 • � � � � 1 i +� i ti � r � At r ` L A L op 410 Nov a- r� r ears A _ , 1 i r+ l � r or s • ` J I r i r .a ■ r IW 4Cboo lap , r _ � t r .F r • ~ 1-4 {. Yr L� r- i 50� �!r a mu '� �► F' -� �` ter`-�...�•o�='�'� Ar a -.+ , .... w �-� J'�..'�r'�_-~ _^� �� t ♦r -ice M�•- r •� 'P sue+ � � � _ ' R+• �,. f.T . � .,+�!yy'''` . .t. r`' � � ..-mac' „�,•��' ,,,. *dew a i 1 4 Y _ � _ � t .� r. +ram• �� - .�rY� • • �� tr �— t^ -'t� � _� -► "— �'K �'a�� � �.r! • _ram a � 'J A M ' ,7a s a� ' i ^"ter- nc 06 a► �,.-. - �' `'ti• y �t' �sX St . �R a• i ,r . . r AMP e r s`� f* �.. f ANN=,_ ' I,. •1 1.` - �� �- � . .ram^' 1►+t�� -IWN ^ � * �.�Ir All 16i r ► . h yy ^ i i 46 7Y c i +4 K� s a- w; e ' r • t eJ Y i t r � T r' � tom• . t 1 L 1 - j 1 Air 410 `Ap too- L J I � i i . f • - l 1 ; f i 3 ! 1 i _.,ow '�, f `�.� .� o' � ,� � � � � 1 T ��s � � � ? �, *••: � ,� • `a` �� � 4 �. � ,. �„ .� Y a , t ' a �,�a � �, � ��. ��? t �� � ti ',, � � C i , � � EnerFj es,-4ng. Servl E C E_ Q V i _ 8 i . MAY 2024 May 6,2024 ' (^;.,,sir�:firtr.: Lr;l's._6'ittiCCtl: Town of Southold li°w.ii c., c utii�t1 Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 530 Hiawathas Path Southold, NY 11971 As requested by the Town of Southold, Energy Testing Services was retained by Burt Dorfman to perform a Blower Door test at the above address and found the leakage rate to be 1,518 CFM @ 50 Pa, equal to 2.92 ACH @ 50 Pa. Duct leakage testing was performed on both HVAC systems.The first-floor system,serving 1,453ft2,was leaking 45 CFM @ 25 Pa (equal to 3.1% Duct Leakage).The second-floor system,serving 1,788ft2,was leaking 64 CFM @ 25 Pa (equal to 3.6%Duct Leakage). This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 50 Pa for the Blower Door and 4%for Duct Leakage. If you have any questions, please do not hesitate to contact us. Thank you. Michael Fauci(RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 En n rgy Testing .' Services , C '- : PD MAY 1 0 2024 iBU,MG,IDEF E o May 6, 2024 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 530 Hiawathas Path Southold, NY 1197Y s requeste by the Town of Southold, energy Testing Services was retained by Burt Dorfman to perfo a Blower Do r test at the above address and found the leakage rate to be 1,518 CFM @ 50 Pa, equa 2.92 ACH @ 50 Pa. Duct leakage testing,was performed on both HVAC systems.The first-floor syste serving 1, 3ft',was leaking 45 CFM @ 25 Pa (equal to 3.1% Duct Leakage).The second-floor system, ,7881',was leaking 64 C,FM @ 25 Pa (equal to 3.6% Duct Leakage). This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 50 Pa for the Blower Door and 4%for Duct Leakage. If you have any questions, please do not hesitate' to contact us. Thank you. .j Michael Fauci (RTIN: 8619824) �.. HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office:(631)244-2,627/Cell: (631)405-9890 f t f f low- r fA 'X' '.�►as_ rr �[ BUILDING A -1.- BUILDING nir Vic PERMIT DATE 104-.74 � .1�� Lt+E PATE fssueD ro �30�}iQp1 ISSUED TO - _._ � [�ITffw�. y� �j.� ADDRESS,W W �1'"tl�� ..._ t ADDRESS - lu.- puT d This notice must be displayed during construction 4 • • This notice must be displayed during construction and returned to Building DOM. to get a certificate of and returned Building Dept to get a certificate of occupancy upory completion of work. -/ occupancy upon Completion of work. at°nnt�r,�w�x r�aN•uttl�►,ltju.t,FsrtuTHotD � IS�tI.DINtG rvsl'Nt''rows�oi n� OF S)VFHOI t7 a dt i��i .,.,,.._ ,�.�► L .::... . . \ _ _ � ' �_ � .d mow. _ Imo"- ...e .,. `� � �w... .• Y _... ..v .�. �.. w� ��I.r��s.���NY �' . . � �. - � `,• � �.;- fir• �V�.- �„s_. ., �',' .� �' `' �� •.� � _ �' `� .* � �:�,, '� 3 �t � J e•1P - ��. r D'•aY + Jdr � t r � 1 J M M _,' '+�.. r � _ '���� .� y,s• .� �' . _ .., .. _ _ `mow 7s _�r ��_ r � ,J` - r �-�� ,. � r; � Y � s 3 � �� +� � •. a�• ,� � , �� � !' i ♦ -e. 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Y Y ,� ... - -~-' , 3 !fir s rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1971-0959 'Q a lyC®UPdTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 14, 2022 To: Beth Dubas/910 Glenn LLC PO Box 162 South Jamesport,NY 11970 RE: SCTM# 1000-78.-3-27—Colavito, determination of merger request Ms. Dubas: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (631) 765-1802. Respectfully Yours, Amanda Nunemaker, Plans E aminer FIELD INSPECTION REPORT DATE COMMENTS lh,Ci p FOUNDATION (IST) -------------------------------------- FOUNDATION (2ND) •a •23 17u� Gwe-- a s �' �l�• � � o cn I�) Qe55uax- v 5 ail dk-. ` -- y ROUGH FRAMING& ' PLUMBING V� o{ P Q � J INSULATION PER N.Y. ` S STATE ENERGY CODE V J 0 l l 1 �� • on �l�i�. &d FINAL Loki ADDITIONAL COMMENTS , G DZ 1� K v �l e e � c W)�t n - A-- I d 110 25 T:bw.aC 99 2 d rc. 0 9, 5 (94 Uouxr wT- 1 f-ecd ` S 's k M kzmm � 2 C � X b 0 z � x � x � d ro y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Wall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 Itttg�s;/l_www,southoldto nfl�v�oy �sv naa Date Recelwd APPLICATION FOR BUILDING PE MIT FQF Office We Only E C E O U E PERMIT NO. Building Inspector; JUN 1' 0 2022 Applications and forms must be filled out In their entirety,Incomplete BUILDING DEPT. applications will not be accepted, Whore the Applicant Is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Paje 2)shell be completed, Date: June 8,2022 OWNER(S)OF PROPERTY: Name: Joan M. Colavito SCTM#1000-78:3-27 Project Address: 530-Hiawathas.Path Southold, NY 11971 Phone#: 917-952-9115 Email: jmcolavitol 0@gmail.corin Mailing Address: CONTACT PERSON: Name: Beth Dubas 191.0 Glenn, LLC Melling Address: P.O. Box 162 South Jamesport, NY 11970 Phone#: 845-664-5696 Email: tandi1022@gmaii.com "DESIGN PROFESSIONAL,INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: EmaiL DESCRIPTION OF.P-ROPOSED-CONSTRUCTION ❑New Structure C]Additlon ❑Alteration ®Repair ❑Demolition Estimated Cost of Project: MOther Single and search;merger determination $ Will the lot be re-graded? ❑Yes®No Will excess fill be removed from premises? 0Yes 0No 1 PROPERTY INFORMATION Existing use of property: Vacant lot Intended use of property: Zone or use district In which premises Is situated: Are there any covenants and restrictions with respect to R_40 this property? ®Yes®No IF YES,PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/dni6n professional Is responsible for all drelno'a and storm water Issues of provided by Chapter 236 of the Town Coda.APPLICATION IS MERRY MADE to the aullding,Oopartment for the Issuance of a Building Pefmlt pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Now Yofk and other applicable lava,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as heroin described,The applicant agrees to comply with ell applicable lawn,ordinances,building code, housin`code and fegulatlom and to admit authorized Inspectors on promises and in buildingls)for necessary Inspections,Palm statements made herein era punishable as a elan A misdemeanor pursuant to Section 210AS of the New York State Parisi law. Application Submitted By(print ame);Beth Dubas/910 Tenn LLC gAuthorized Agent OOwner Signature of Applicrtnt: j Date; It a J , STATE OF NEW YORK) SS: COUNTY OF /'F�� k' ) -13 L T74 IM0 being duly sworn,deposes and says that(s)he Is the applicant (Name of Individual signing contract)above named, (S)he Is the ��t-1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and Is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained In this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth In the application file therewith. Sworn before me this day of tl `�✓1�7i .20. Notary Public 7NOTARY eb PA,@Her PROPERTY OWNER AUTHORIZATION C, o.OI OP NEWYn No.01GRf3399128 (Where the applicant Is not the owner) in Suffolk Caurttypires October 15,20 ,,Joan M. Colavito residing at 198 Derby Street,East Williston, NY 11596 do hereby authorize Beth Dubas/910 Glenn LLC to apply on my behalf to the Town of Southold Building Department for approval as described herein. _ Owner's Signature Date Joan X Colavito Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 y�j0 apt Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrAsoutholdtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date:August 5, 2022 Company Name: TRIANGLE ELECTRIC Electrician's Name: EDWARD RICHARDSON License No.: 446E ME Elec. email:CCECONSTRUCTION@OPTONLINE.NET Elec. Phone No: 6312656311 El I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 61, ST. JAMES, NY 11780 JOB SITE INFORMATION (All Information Required) Name: 530 Hiawatha Ilc Address: 530 Hiawatha path Cross Street: nakomis road Phone No.: 8456645696 Bldg.Permit#: email:tandi1022@gmail.com Tax Map District: 1000 Section:78 Block:3 Lot:27 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): construction of single home Square Footage: 13100 Circle All That Apply: Is job ready for inspection?: YES❑✓ NO n Rough In Final Do you need a Temp Certificate?: ❑� YES❑ NO Issued On Temp Information: (All information required) Service SizeFv-111 PhF-13 Ph Size: .)CO—A #Meters 1 Old Meter# 21 New Service[]Fire Reconnect[]Flood Reconnect Service ReconnectKU nderg round❑Overhead # Underground Laterals ✓ 1 F12 H Frame Pole Work done on Service? ✓ Y FIN Additional Information: - PAYMEN1 DUE WITH APPLICATION W oSufFpt�c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179" N Southold, New York 11971-0959 Telephone (631) 765=1802 - FAX (631) 765-9502 ®1 �° roc�orr�sfa«ttioicite�wr�r__�_r.cloti°M �r��� a so�tl�oic9io,n�t�� {�� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date:August 5, 2022 Company Name: TRIANGLE ELECTRIC Electrician's Name: EDWARD RICH_ARDSON License No.: 446E ME Elec. email:CCECONSTRUCTION@OPTONLINE.NET Elec. Phone No: 6312656311 211 request an email copy of Certificate of Compliance Elec. Address.: PO BOX 61, ST. JAMES, NY 11780 JOB SITE INFORMATION (All Information Required) Name: 530 Hiawatha Ilc Address: 530 Hiawatha path O Cross Street: nakomis road Phone No.: 8456645696 Bldg.Permit#: T email:tandi1022@gmail.com Tax Map District: 1000 Section:78 Block:3 Lot:27 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): construction of single home Square Footage: 13100 Circle All That Apply: Is job ready for inspection?: ❑_ YES❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: Fs-/] YES❑ NO Issued On Temp Information: (All information required) Service SizeF Ph❑3 Ph Size: Qoa__A # Meters 1 Old Meter# ✓❑New Service[]Fire Reconnect[]Flood Reconnect❑Service ReconnectKUnderground[]Overhead # Underground Laterals ✓ 1 2 H Frame Pole Work done on Service? ✓ Y RN Additional Information: � PAYMEN DUE WITH APPLICATION ec PERMIT 9 Address: Switches Outlets ' G FI's Z � Surface + s -�1 ►, I Sconces H H's Fans Fridge I ` HW Exhaust Oven �� WAD Smokes DW I Mini S 1 :arbon Micro Generator y I Transfer r -ombo Cooktop �-p ZI I ', V�� (N aC AH Hood Se � (/ Amps Have Usec -pecial: opt :omments .� J00a, �- �� 04 10, , c`E op rr,�- Meyer, Nancy From: burt dorfman <burtdorfman@gmail.com> Sent: Monday, November 27, 2023 3:59 PM To: Meyer, Nancy Subject: Re: 530 Hiawatha No problem Sent from my Whone On Nov 27, 2023, at 3:28 PM, Meyer, Nancy<nancym@southoldtownny.gov>wrote: Hi Burt, Just a follow up to our inspection earlier- while I did not write it on the inspection ticket,we are going to be looking for the certification letter from Higgins for the change to the header sizes and the strapping. I've made a note of it herein the file so John will see we'll be looking for that as well. Thank you, Nancy ✓'Vancy-Weyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 l s f 3 MAY 2 1 2024 Suilding Department Town of Southold PIZ 3 f Sal J.Turano PRESIDENT JI �ABS'TRACTS, Grace Mistretta INCORPORATED— SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1 9B4 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE Peter J.Calvanese SR.V.P.,COUNSEL SINGLE AND SEPARATE SEARCH Date:June 7,2022 Matthew Blank, Esq. 39 Casimer Road Middletown, NY 10941 Re: Our Title No. 563-S-15576 Tax Map Designation District: 1000 Section:078.00 Block: 03.00 Lot:027.000 Dear Sir or Madam: ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold,Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from 4/23/1957 to 4/27/2022. Said search discloses the following: SUBJECT PREMISES KNOWN AS District: 1000 Section:078.00 Block:03.00 Lot:027.000 DEED#1: Grantor: Sereno H.Smith and Amaretta B. Smith, his wife Dated: 1/8/1926 Recorded: 2/16/1926 Liber: 1167 Grantee: Cedric H.Wickham, Frank E. Griffin and Page: 226 Byron Rushmore (Covers PUE and more) CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 2B 123 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1901 51 B.BB3.1 000-fax:51 B.BB3.00B9 www.abstractsinc.com B31.369.0200•fax:631.3B9.01 99 Page 2 563-5-15576 DEED#2: Grantor: Frank E. Griffin and M. Clarissa Griffin, his wife Dated: 7/16/1935 and Byron Rushmore and Marie E. Rushmore, his wife Recorded: 8/21/1935 Liber: 1825 Grantee: Cedric H.Wickham Page: 519 (Covers PUE and more) (NOTE: Cedric H.Wickham died 4/14/1972 Suffolk County Surrogates File No.62SP1972) DEED#3: Grantor: J. Parker Wickham and Hull M.Wickham, as Executors Dated: 4/17/1976 of the Last Will and Testament of Cedric H.Wickham Recorded: 4/22/1976 Liber: 8021 Grantee: Hull M.Wickham Page: 292 (Covers PUE and more) DEED#4: Grantor: Hull M.Wickham Dated: 4/19/1976 Recorded: 4/22/1976 Liber: 8021 Grantee: Henry William Drum and Joseph Saland Page: 266 (Covers PUE and more) Page 3 563-5-15576 DEED#5: Grantor: Henry William Drum and Joseph Saland Dated: 7/7/1976 Recorded: 7/15/1976 Liber: 8069 Grantee: Michael F. Colavito and Robert C. Carlsen, Page: 95 as Tenants in Common (Covers PUE and more) DEED#6: Grantor: Robert C. Carlsen Dated: 2/10/1997 (as an Owner of a%z interest) Recorded: 4/4/1997 Liber: 11823 Page: 917 Grantee: Robert C. Carlsen and Billie Ann Carlsen, his wife (PUE) DEED#7: Grantor: Robert C. Carlsen and Billie Ann Carlsen, his wife Dated: 4/21/1999 and Michael F.Colavito Recorded: 10/29/1999 Liber: 11997 Page: 842 Grantee: Michael F. Colavito and Joan Colavito, his wife LAST DEED 13692 RECORDED sm RM GSTATG t Naaih�t.f 98OCT ig PH 21©s ` •rtlkltKN'19 OCT 2 q� >Eo DER�q}� AIkB ' TRANWA TAX �1J�l,11 C I TY Sx411M wl�.lt cklfnttl.tr.,�_.... WI1t�tTY lykx Or. Ama 17M1rhISMIjIRJtflalUgpMiu 1ked11tNeipse1aa81aaryt NtuM�lktlflFlAak'laN.gn a Iptb 1 P•SMd ....r 2.Addltlmst Tex I!A•y217;t'aw�lyt ,�„_�_ �._.. 1�uyTnitl ��. :iiwtlAatlt. t{n.a217 fstre► ...?.S ul �; UAai'1owq_ __,I1aA)N'aNNly t'mmuCia1 —_ ._._117Q_ I1eld(wAppntlM lmwlll .. _ A10414wli ,,. ytealf"Tax ..��,�_«_._.__. t'ttftlltdCtMy ._,�,�__ Atultiva Tax 1tN ptapttty twrere'by lldi mwl jvTo ur Nt4 ��PY ti►111 he lmpturad 1}a gar ul Iwo ratwlly xubldlat .;Y; t1ea1 snniy. vies _„at NO �. UNANNUTUTAL, 7`S IN Nil,mAI+INap11mIIwelate.o'il;tNytM x,. 4rtldt IanrsateNt INa►I ttiul,dty't'ex scsrta A� VatlllcafltN► � C't}mllnlnl! 1'I'CaCN•Yu1l1:u lrttud iNtl. atitw} Itlrck U31 t'onatdatailtal Almiitlol SAY 04.L. 1000 675.00. 03:00 027,00 c•I'1 'r'en l�tta t �� �� lived 1;sir't r;n1 j � ��» � V eaaf Land �•, v SANfaf tiaaartlisellNtNa+Ne1rA�.tI.iAIlhtmalyyumellmaRGtNAdd IIFCORU A 111:1'i1R NTt11 OCT 1? 19" Sohn A. Burntt, Jr., trq. r'orchlslli, Curtoe'1lchwarts, ftnea, Pi 'a•�i V.1iti,:'1 -__,. Cltrl"D A Cohn, LL! 330 Old Cotintry Bd. (P.t3.kox 31) M1n4o16, Now York 11501 '1111.0 C01111141"I Iduraltltlun n..11aN,a dViop1 El;tw M SulTolk County Recording& Lndorsenicut Paige. IIaAm ftNlna p ml ul tive n"AdW Muln A Pala beed ,aAde ity: (�t't:41('Y'IYI'(:tlltlFlti"i111>A�i1N1'} � and--.�w� 'I1NriNadamtlntr�ll}1 �II4waI!}� L]Am Amn rjrl u:�.�i�N�it•�ftA � S1n1Uf.ItM NN,NEWW91K. Michael F. Colavi% hstltr'linlealllltltf touthttcld }ttelt�alt E,, esty �r.L�f�iLSnt�Y ..; Ill liteVIld,AW hls wlio twllAMl.lrl'uf A IuAIIS$111IRV9Mt1,41'III:41101-3)OR1411411111)(14.111At'K INK UNLY11401t'U1U." llilifNUkilt{II.INtI, row% NORIMMM r M.(AL lhwn auir IkWPM AW 11.k laved■rl,t Fenw 4 tkk**%&1% Wl%b 4 l 4pm.law 40RMtLTvWXt;AWVS11 WON tNWIMIOTHISINSYMMM—IMMdllt{IMW SHOULDER tlR511YLANVIIIOKY. THIS MINIM wok Iles 21at dry or April ,tdnetovn hotWled mW ninety-hint IjTWUN Ulm C, CAR1.11111 AN 111,1619 ANN VAtt1.11111, Ilia wife, both tssidiuA tit. se White Mai r loaredalt, Now 1lork 10591 and MICHAiL Ira OW170 residing at 191 Derby Ittset, Seat Willia m,# MOVYurk 11596 4 i petty of"tlt,l pet.and MICHAEL 1r. .COLAV1Tb slid JOAN COWITo, hie wife, both Tssiding tit JI 1!Q Derby Straft, last 4111tstan, Nett York 1 t89ti r , I 1' pmY arNN altcvl+d psi. 1Nt'�R}4iR{fRT�kJ,t1,al Itsis/��,nr�{tti shr l,nl Iwlt.In Ytnwlctmtan ns ltlt'3 INN AND Go LOD (Ito.QY�-le���--ti--_-wiw.IMN.MY....... ISWHI mmq ark uftkd Billie, lllsu,l . ky ttte pny a1 tt,r stn,ed pan,duee.tkteby swal 1t W Idvaec unto il+c natty or 1W WoW two.1110 Wth or mk%va oth 6p mw sNlpt of The vlaty Pr iho a%una IwA rj)mvj f. jj ALL 90 woula pl,fl.pinb,x pmvI oil land,*111111w haddiuls iml luysnrrrfurnl><altarn,roe,rci<b,altlrwle.}rlep wei beingwll1111it art "Laualting NatarH, Southold, 12V" of Houthold, County o1 WWI; 4+DT, and $tat$ of Pali York. bounded and 'dwribed as foilovat O JO, COMMENCUtO at the=i w farmW by the imatsection ordw eout'hefly;lds of Hlawatba's Path with IM fl rawly yid@ of Webum Sliest;tunalnj then@o 11Wq die woatsrly aids of Wabim Sttfst South S dopm 4S mimase Sass 133.00 togto 1e1W of lbwdose KWUAi thermdov#land of Thood re Kwasallk the lbllowins Ihree course$and d11.1ori ,(1)south 94 dejtmas 21 minutes West 110.00 Mt,(2)North S dojreee 43 minute$Wal 24-37 fist,(3)South 114 dtpo 21 minute WWI 110.00 fat to the eoaurly aids of Nokomis Rood;thence Moo tho sss Wyside orNokomis Road North 3 dtlS m 45 minutes West 125.00 fuel to thasoutherly oldo of Hiswatha's Path,thettce*%the snlrlhedy aide of Hlawstlta's Path the tbllowins two contltsa at:<l ldislanw,.(1)South IS dojseee 60 minute Hat 90b feel;(2)North 24 ftioi 21 minvw o Eat 125.43 fiat to the point of beglnnlno. i'IX limit with all tho rigid,two and intsew orthe puty of the oat pleb irony,in aid to Ihb lEtad-lyl%within bill bed on NokoWls Road a4ment to the alabf Ent ptolnlaea oil tine Weat to tho rioter line 0woof,sAjeew,.hewaysr,to the paasags ofolhors over Nokomis Rubd and subject to till el fh1 mwvod by the party of the Suit pact to dedicate NoWmii Rot d io dw T- owttof Southold as a plttllle.ld jhwsy. 'l'tlG17H1iR with all the r1 jilt,this End In of the pady of the fiat pad,if any,in slid to the / lied iyllijwithin the bad o(filaw da s Pidt 46cent 10 thssub*ptemita tm OR Nt►ttlt to the t/ ee m gins thsreaf,oubjsok boWevsr,to dw PRU M of otll"am Hiatt, OW1 ltath wA ettbjvd to dodlht as mW by the petty of the fim pelt!o dedloate HlEwathlt's bath to doTowet of Southold u a public hijhwgr TOGECMM with ail tale iijlll,title and lnlsre i ofrho pattyof the Atm p10I,if my.lit slid to the land lyin within ills bed of Webtateo Street# jieenl to the stlbjeclp%xism on Ilia W ttl the cattsrll.M thltteo4 abject,howevot,to thepasajs ofolhets ow Wabasso 31rod and subject to the tightTeestwd by the party of dw otal part to dWltellt@ Wabsasa Street to ibe Towoof Soudtoldaas a public hlghay. a , WW Uaino n with a right do tha u@e, in mis m with others, of the.piamosnd, bssthes, Muskod4y &rids@ avid the Merias, cassthar with access thav4to, subject holWer,,to tha eul*e and ahatsas of the i,sughtni Rater PropoTtY OIMTa Aaan¢ietian. king and intended to by the eat; Rr"taat.aanwayed to Robert to Corlsin end X obt@1 F. Colavito by..bod dated duly 7, 1976 and r@cord@d in the Suffolk County Clorkta otfias on July 13, 1976 3n Ubtt 8069 Vyr 95. Isid proodia• are known as District 1M. , Saatimtt j&, &lock 3, lot 27 on the Suffolk :County Tax Nap. Said prenisas at* also Anown as 330 Hiawathals Path, lauthald, Sao York, f t Y l E N 2 ... T801TttM with of dsht.1014 MW Iaierm,Ira1►y.of Ilia pang of tlw 010 pistt In awl its oily stiems MW soaps uUwtlln8 IkR abort 4kscfW ptcntlsar to,"Comor 1101b thorear, TDWRIIIR Will Silt%PMAOMMIs And AN Ail t►INe aW rialm at IN patty of WA 1111t plld la VNI to►old I11e00,4h. TO HAM AND TO NOW*4 pttad> h%tm%ytacd Isms i1w rVily.of the Milrod raft,lba 11e111%or%%'%Vk ►r.MW aatllrta ar(he paay of ilia toe►lal part rinemr. Y 1 1 t AND the patty or the fins part►ammuls t6t 11M Imay+of IN ArN pan hat net done or rafted Anythims wfwmby the saw immi ok hava chap Ina I Mall In Illy itsy whuewq 41"As.Arolemm, )I#IC the rady Of Old lint pan,kt CM441WO with Socfie1111 of II*l kh Law,900FAnta titsl Ow petty or the first pot wilt recolve do axnWo iiva Fur this aonveyaema W will halo ip/djM In meelvc lwvh vomMeraflon ss a truss fiord tube applied lint rut the rwq m a(paying IM coin of 11w Impmvanta►t Intl wK nppty Ow I Ilm till the pay avaer the tam or Ills hopnwvtpont Mora"I Any 1Mtt of the Rol of kho►anwo flit pity dill p Rba. Tho want"parry"shall by aonslmW Aa It 11 awd"ranks"wlwiw t ft tams of this Imk R at requires,. IN WIT1iiRf11111 WI#MOF,Iks piny or It*first Mad has stuly aA ut hlI 4wl the yar Bw ewva went". pt 11WN(%off IRT Co CANLISK 41414111 A � : + NIL. , C 0trI ■rtq 1 IIAYI or KI v**p4ytitY.01r e / +1"1 jtAtd or'bN11M Yttltl6 t�ilKtr 9R of �+� 1499 ,betom m Ua dw U pt dqr of Aprll 19 ,MOM 11W petsnslldlranti NRa C• CAILSIM AND pctwt#UYcwuM MACNAIL P, COIA.VITO IZLLM ANN CIALNlN, his wife to m Im"to W the lndi>l3IVtl to 44K1lbad W nW A* to me knuwa m he ttsr SrAiriduat docdbad in and wtni mws d tha f.as;sQV4 SnsleutlMd, and set<nowlWW Ih11 d�vV d the �i a��s�+�w I MANOWWPI $0 thap txealWO dt►,setae, % ' �►�/ """".'ter- !J' rotary 1pubIft 4*st0.rAmsW o MOAN POW SWW N NW#.Va* +K•Nliletllt$,.ill McMtr �IsN� 1tMw4o�s OW Ned In�lts OW COW * �1Ln li4_eeree Caney �}�} �pYtdeetelF�lipllf/a(•t��f OetMra1111stItRelsMJu�ra9 fh,(,/ VATR of NO Yoft Ct1fNiTY OF W; %7Att Of NW Yn'AMf,COMATV O: n; On" dq of 14 .NfbW nM ita eta 40 of i'7 ,hctaro 1110 S1"*IY cants. psaandig 4e1ne a vo 1aim4+rtto,bels�4y eM;hity twain,dNI dspuee ieI!sty to roe kho",who.bslnl.bY me days m".did deirnc MrA my go he ietldss 11 No. 1 fel k u$9 1 to it Ihs *the anporetlob d"ibsd ,Al earytoleiloll dendb+d Glacld which exec►wd Ills lQttioie,{I�wnl�+ens;that he Imo,In in estll wbidl axsevlyd die foelAall�itwtautglt:filet iia iuiaavt t!►sieaaf�wMspsntios,tlWtM,cul,mudroslwlMht�uNn3 tisisesivftllwioean�thttshe.eu1.r41Riatoossidinas,wgent it well Cor{gIM!eleli lhu$Yt1tt b efFixnt by atsattnt the b�taN is tosh eotpvlets�I;ihu�il wee teatlleed�ahiN ttif tiN 1>den! ofdiire'tunofrstdgdtpolrtiva,usdtl+.1 tteet�nedat nude ofsfirectnteotui�lentpnrtlf~�n:xMlsi►ie hr�l,NnatA mulm IMn:Ia by AN onpr. WeIgh,by take WO. varo4 Rnta ode�!! W"It C0WUMt MIA11M!MtU1"W'S ACii 76 AWX 3 7kI1 r..�.. "or 27 1 OSIRT C, CARUIS AND SILLIZ ANN CARLZZRR, cVvnfr u k"M ttuftolA his uifa, t►ltb HICBAIL F. VOLAVITO 10 ktL%*kd os Requ¢u.nf COMMUNWRAL7711.AN1? MRAIL F. COLAVIT'O and JOAN COLAVITO, 7ftLk INSURANCE COMPANY his wf h � �hl{Iltk er u+u.1u *%Rumeaw+na John A. Iurnut Jr., Meet. YciAsIli, Cueto, seboarts, kigeo Carlion tf Culmi hh? _ ra -CGM#+OW ALTMLAND 330 Old Country Rosd, P. b. bon 31 " t r Minsolai New Yarn 11501 , I': Page 4 563-S-15576 PREMISES TO THE NORTH KNOWN AS: Hiawatha's Path Page 5 563-5-15576 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section: 028.00 Block: 03.00 Lot:028.000 DEED#1: Grantor: Sereno H. Smith and Amaretta B.Smith, his wife Dated: 1/8/1926 Recorded: 2/16/1926 Liber: 1167 Grantee: Cedric H.Wickham, Frank E. Griffin and Page: 226 Byron Rushmore Covers PUE and more DEED#2: Grantor: Frank E. Griffin and M. Clarissa Griffin, his wife Dated: 7/16/1935 and Byron Rushmore and Marie E. Rushmore, his wife Recorded: 8/21/1935 Liber: 1825 Page: 519 Grantee: Cedric H. Wickham DEED#3: Grantor: Cedric H. Wickham Dated: 10/7/1963 Recorded: 10/14/1963 Liber: 5432 Grantee: Theodore Kwasnik Page:310 Page 6 563-S-15576 DEED#4: Grantor: Theodore Kwasnik Dated: 4/30/1998 Recorded: 10/21/1998 Liber: 11924 Grantee: Adele Cosenzo Page: 169 DEED#5 (Correction Deed): Grantor: Theodore Kwasnik Dated: 12/30/1999 Recorded: 3/21/2000 Liber: 12029 Grantee: Adele Cosenzo Page: 138 DEED#6: Grantor: Adele Cosenzo Dated: 3/7/2000 Recorded: 3/21/2000 Liber: 12029 Grantee: Jason Taggart Page: 140 Page 7 563-S-15576 DEED#7: Grantor: Jason Taggart Dated: 1/24/2012 Recorded: 2/8/2012 Liber: 12684 Grantee: Dominick L. Bellezza and Janet L. Bellezza, his wife Page: 547 DEED#8: Grantor: Dominick L. Bellezza and Janet L. Bellezza, his wife Dated: 9/1/2021 Recorded: 11/26/2021 Liber: 13131 Grantee: Paul Schmutz Page: 400 LAST DEED I illllll Illl Illll[�li[!I�llll[lull ll[l!lilll Illl 1!!i lIIIIII IIII!IIIII IIII Illl gu OLK COUNTY CLERK RECORDS OPPICL RECORDING P-4L= Type of Instrument; DEED Recorded: 11/26/2021. Number of Pages: 4 At: 7:14:18 PH Recalpt Number: 21-0203033 *ELECTRONICALLY REcovDED* Transfer Tax Number: 21-14208 LIBR: D00013131 PAGE: 400 District: Section: Block: Lot: 1000 078.00 03.00 028.,000 EXAMn= AND CHARGED AS FOLLOWS Deed Amount 0645,000.00 Received the Pollowing Eels Far Above Instrument Exempt Exempt Page/FlI.i ng $20-00 No Handling $20.00 NO COE $5.00 No NYS SRCHG $1S.00 NO Nota.tlon $0.00 NQ cert.Copies $0.00 NO RPIT $200.00 NO Manslon Tax $0.00 uo 9A--CTY $5.00 NO EA-STATE $125,00 140 TP-384 $5.00 NO Comm.Pres $9,900.00 No Tsansfar ',Pax $2,580.00 NO Transfer Tax Number: 21-14289 Fees Paid $12,878.0o THIS PAGE IS A. PART OF THE INSTRUM=7 TRXS IS NOT A. BILL Oudith A. Pascale County Clerk, Suffolk County ' 11/30 39Vci nVNHV 30r 069EBLL169T NdTV!99 7,ZO3/Le/90 Number of pages 4 y� 1112612021L7 14:18 J�M JUDITH A. PASCALl; =RK OF This document will be public SUFFOLK COiIJt'n tedurd. Please remove all L D00013131 £oclei Security Numbers P 400 Mario recording. 21-1428a Deed I Mortgage InSW tmeat Deed 1 xVlor"o Tact Stamp Recolalittg/FOing Stamps 3 gas Page 1 Iwtg Fee 20.00 Wortgage Amr. 1 $a*TaC _ Aandliug 2. AdditionaI Tax 'T-584 _ 5.00 Sub Total Notation 0.00 SpeclAssit. — EA-52 17(Co,mW)5.00 SubTotai 5Q.00 cr Spec.]Add. 33A-5217(State) 125,r 0 TDT-MTG.TAX AXT.S.A_ 200_00 Duallbwn Dual County Held forAppoinmient Cbtnm.ofEd. 5. 0(J TrawerTax 2,580.00 _ Affidavit + ` Matttdou Tan 0..00 Cerffied Copy 0.00 The property covered by this mortgage is or will be impffived by a oue Or two NYS Surcharge 15. 00 SubTOt21 345.00 fk6y dwexmg only. Outer k}3S or NO Grand Total 395_Ot) Sf MOB see appropriate tar clause on paged of thisimnMeat 4 Dist Szc[zan Block Lot 5 COMMUU4 Preservation F=d 2105M SOW-Q78.QII�Q�.QO-DZB. Re 13e ironyndee P r s Consideration Amount$645.000.oo Agency �a 2f CPF T=Due $ _ - 9,900.00 veafic n b SatiSfacti0ns1Disc*Mes/Releases List Pwputy Owlers Mailing Address Proved RECORD&R'f'TrtRN To.- Vacant Land Cana R`.e.tl.e Agetwy 1TD 10 6000 Oerld a Tpke 22OW BY02 et NX 11791 TD TD Mail 1o:Judith A. FS-Scela, Suffolk County Cleric 310 Cenler Drive,Riverhead,NY 11901 www-$uffolkcouhVny..gov/derk T3tte-9 Suffolk County Recording & Endorsement Pa Tlris pago fowls parC of She attached 131 made by: (SPECIFY TYFE OP IfiiSTRiIMHNI') The,ptengses herein is situatedin SUkFOLK COUNTY,NF'w YORK. TO In the''OVMof 80137 M In.the VHMAGE or RkNrr'RT of �, ��5 b Tay 8 MUST BE 1=OR PRE=jN BBI_A=I S ONLY PRIOR TO RECORDWQ OR 1?U FG. (over) 11/60 3JGd fImmv 30r 88066LLT691 !^kith:90 ZZ0Z/L0/90 —Zuada GM%Wz A=-.,Mytdodatmpoodm is ar a nos) must ouRtAWYEAYFfORE51GN3NGTilIS1NSiWltalFHt T1tlSINSTAUME WOUL0305mAYIAWYERS(my, T HIS INOENt'I' P.14 made tha=day of SEPTEMUR in the your 2O2T BETWEEN DOMLXICKL.BELLS=AND JANET L.BELLF..ZZA,HUSNAND AND 1"FE liesid'urg str 3145 NOKOMIS ROAD,SOUTHOLD,NY 11971 Party oftheftrst pats;lad PAULSCHMUTZ Residing at:49 SALISBURY AVENUE,STEWART MANOR,NY I1530 Paw ofthe second pan, WITNFSSI,M,that the platy of fhb fast pent,in considrragon of DAW D01100( i_00)dollar paid by the party of the second part,does hereby grant and release unto the parry of the second part,the hell or successors and assigns ofthe party ofthe second part forever, ALL that mWn plot,pioce or parcel of lead, with the buildings and improvements thereon erected,situate, Iying and being in the SEE SCMDULE,A AW4Zxi.D HERETO BEING THE SAME PREMISES CONVEYED TO TUE rMANTOR HEREIN BY DEED ON 1124aiI12 AND IMCORDIMON?,l AINZ IN LIBER 12684 PAGE 547. TOGETHER with all right,title and inttrest,if any,of the party of the first part in and to lay streets and wads abutting the above described prealisa4 to Uiv center lines thereof;TOGE11M with the spptmeaancas and all the estatd bad 494W-of;b,)peaty of the But part in and to said pmmisas7 TO HAVE AND To HO)'.D the prunises herein S mated ante thu parry Of the ROOM part,the heirs or successors slid assigns of the ptrtp of the second part forever. AND the party of the first part covenant;that the patty of the first part has not done or sacfi[gW Anything Wbemby The said premises have been encumbered in any way whatever.ctccpi as aforesaid. AND the.party of the first part.in compliance with Sedfon 13 of the Lien Law,Covenants thu the party ofthe first pattwil!receiva the consideration for this sonveyanee and will hold the right To receive such consideration as a Vust fund to be applied first fortbe purpose of paying the cost ofthe improvement and will apply the same 5tst to the payment of the cost ofthe improvement before using any part of the tow ofthe same far any other purpoo- The—Ed'Pany"stied be construed as ifit trad'`parties'whenever to sense ofthis lndcnwretoo rovirea. IN WITNESS WHSIXEOF,tlu party oftho fast parthaa duly execu"mei' sbovcwritma_ IN PRESENCE OPt f7 aAi L u TZ/b0 DEW I wav mf, 86086LLT69T V48TV:90 ZZOZ/LO/g0 Omni Title Agency Agent for First American Title Insurance Company TITLE NO. 2108-2973795 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at Laughing Water, near Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of Nokomis Road,distant 125.00 feet southerly from the corner formed by the intersection of the southerly side of Hiawatha's Path and the easterly side of Nokomis Road; RUNNING THENCE North 84 degrees 21 minutes 00 seconds East., 110.00 feet; THENCE South 5 degrees 45 minutes 00 seconds East, 115.00 feet; THENCE South 84 degrees 21 minutes 00 seconds West, 110.00 feet to the easterly side of Nokomis Road; THENCE North 5 degrees 45 minutes 00 seconds West, 115.00 feet along the easterly side of Nokomis Road to the point or place of BEGINNING. FOR INFORMATION ONLY: District 1000 Section 078.00 Block 03.00 Lot 028.000 TT/90 399Vd nvNNv 3or 660E6LLTE9T WdTb:90 ZZOZ/L0/90 At2iMOWLEDGEMERTTAKEN IN NEW PORK STAYR ACIfrIOWLEDCEMENT TAKEN IN NEW YORK STATZ StateofNew York co"of i4QJVA-- State efNewYodc,Countyof ,gs: en the Z0T"day ofAUCUST In the year 2021,before am,the On the day of is the year 202l,befox me,the unda;Wted. undersioecd,ye,soneuy eppeated nza� � DOM MICK L BELLEZZA AND JANEI'L >x DFr.i_t+ZZA,HUSBAND AND W= ,perjonally brown to moor proved tp the ou tho bwis of satisfactory ev9denceW be the ladlv(dusl(s)whose nwr(s)it(ere) lxnonally known tomeorptovedtpmeoathebesis of,epdaMary eabaen'6ed70thbW11b6;,utnemmesdre3cmwledgsdtomath9 evidence to be the individual(s)whose tsame(s)is tare)subscdbed to 1rtl8hrlOM cxtDaW the pitte in hWhet/thetr mpenhy(,es),pad that tho within instrument and aelmowlcdjed to me lhot helstsehbey by en the intnVMM did kdividoal(t),or ereeated the same in h( eftelfcapaciyocs),and that by tho person upon behalfofwhich the individua(s)Rated,executed the MWhe MdrsiDsahne(a)an the instrument,the individual(s),or the instrum nr_ person upon bcW(ofwb1*b tb6 itldividuAltg)acted,exgeated the msttemeat _ JonaMart Paul aalte= E&N ARY PURUC,STATE Or NBW YORK Re9rtiRtlan Tlo pZS0314NO ACKNOWLEDGEMENTrltraified In Naeeeu coantACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK 2a2YSTATEACkNOWLIDGEhT aYY 9UBSCk1 stNG wrrNM TAKEN IN NSW YORK SrAT9 *State of ,County of ,ss. '(Or insert District of Coltrmb%Terrilory,Possession or Foreign Stete OFNeW York.COUAV of t 6s: County) On the day of in the year belbre tee.the Rndenda-4,440to y Public in andfor said Store,persooally appeared On the day of in the year ,bef*fa1heundeWV&d ,the petsonal(y apptfet d. snbsAtibuig witness to rho foregoing instrrm n witdt wham I area potsanal(y scquRintcd,who.being by the duly sworn,did depose and PeeaomdlY known to the or ptoved to me on the basis of sndsfaetoty My mar hrJgWa"teside(s)in ev(dedce to be*a ittd(vl&W(s)whose namc(s)is(as)subscribed to the W;IT16;RshinnMt end aclmowkdged to ox thethelshe/they Me pram otmddcm a It t.e eery,red.&ft*&W"ju,,,tawob ritay.tecop: cucutcd the sane in 1aiAvrhharcapaciy(1a).dw by biz/her/their that fit/she/they kr"S) signature(s)on the im mfrea;dse individaal(s)or the person upon bebeif ofwhtehthn 6tdividual(a1 need,executed the fnsmumectt,lad to be the individuei desedbed in and who exepdcd the foreping that W&iddbiduhl nuke such appearance before the unders,'ped in -11mment;that add subterlbing witness was pmwnTend lacy said the exm tetbc senre;and that said witness at the same$me subsan'bad (add T city or poWcal subdivision andtbe slate or country arother hlr/hn'libeir nbmc(a)as a YAWm thereto pleas the a 1mowtedgen wwm tAgrij Bargain and Sale Deed With Covenants SECnON. trrs.aa BLACK: 0.4.00 Title No. 2I09 2073795 rvr on 00% COMMORTOWN, TONYN10FSOUMOLb DOYMNIC1iCL,BELLEZZA AAND.IANET L. BELLE.ZZA,1709RAND AND WIFE TO PA'UL SCHMUTZ RETURN BY MAIL.TO; t1 i5 NOROM[$RQwD SWMOC.O,NY 11971 TZ/90 39dd OCN V 30r O50EGLLTC9t VWTV:90 ZZ©Z/Z0/90 Page 8 563-5-15576 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section: 028.00 Block: 03.00 Lot: 029.000 DEED#1: Grantor: Sereno H.Smith and Amaretta B.Smith, his wife Dated: 1/8/1926 Recorded: 2/16/1926 Liber: 1167 Grantee: Cedric Wickham, Frank E.Griffin and Page: 226 Byron Rushmore DEED#2: Grantor: Frank E.Griffin and M. Clarissa Griffin, his wife Dated: 7/16/1935 and Byron Rushmore and Marie E. Rushmore, his wife Recorded: 8/21/1935 Liber: 1825 Page: 519 Grantee: Cedric H.Wickham DEED#3: Grantor: Cedric H.Wickham Dated: 10/20/1970 Recorded: 1/8/1971 Liber: 6866 Grantee: Theodore Kwasnik Page: 486 Page 9 563-S-15576 DEED#4: Grantor: Theodore Kwasnik, by Adele Cosenzo, Dated: 12/3/1999 as Attorney in Fact Recorded: 12/27/1999 Liber: 12009 Page: 666 Grantee: Adele Cosenzo DEED#5(Correction Deed): Grantor: Theodore Kwasnik Dated: 12/30/1999 Recorded: 3/21/2000 Liber: 12029 Grantee: Adele Cosenzo Page: 139 DEED#6: Grantor: Adele Cosenzo Dated:3/7/2000 Recorded:3/21/2000 Liber: 12029 Grantee: Jason Taggart Page: 140 DEED#7: Grantor: Jason Taggart Dated: 3/26/2014 Recorded: 5/8/2014 Liber: 12773 Grantee: Wabasso Holding LLC Page: 333 LAST DEED J IIIIJJI III!IIJIJ IIl1J IIJIJ J�I�JIII!IIIlJ JIi1[�JJ J��J J!i�lli�ll�JJJ��JJJJ J�! SUFFOla COUMY CLERK RECORIDS OFFICE RLCORDXNG PAGR Type of Instrument: DEER Recorded: 05/08/2014 Number of Pages: 4 At: 12:21:49 PM Receipt Number : 14•-0060124 TRANSFER TAX NMWER: 13-25560 L.T {; 00001277.3 PAGE: 333 D3.stxict: Section: 810e1C: Lot 1000 078.00 03.00 029.000 AMID JMD CRAMED As FOLLQWS Deed Amount: $125,000.00 Received the Fol.iowIng Fees For Above 3nstr=gnt Exert Exempt Page/Fa.littg . $20.00 NQ Handling $20.00 NO COB $5.00 NO NXS SRCIIG $15.00 NO EA-CTr $5.00 NQ EA-STATE $250.00 N4 TP-5$4 $5.00 NO Notatiou $0.00 NO Cert.Capies $0.00 NO RPT $60.00 NO Transfer tax $0.00 NO COM.Pres $1,000.00 Nb Fees Paid $1,380.00 TRAN3�'ER TAX NT7M$ER; 15�-25550 THZS PAGE IS A PART OF THE a75TRUbWNT THIS TS NOT A 81LL JUDITH A. PA.SC= County Clerk, Suffalk County TT/40 39dd nVN8V 30r 86066LLIEST Wdlb:90 ZZOZ/L0/90 • 1 2 1IEMM Z14 Hag 08 12;21r49 PH Number of pages "ITH a, rnsmu t1.l:RK OF 51F'OP.IG COl}ATY T7 S documsrtt will he public ' 1 P= record. Place remove all DTtt 13-255W Social Security Numbers prior to rOCdrding. Decd/Mortgage Instnim nt ]]rid/Mortgage Tax Stamp Recording l Fling Stamps 31 FEES Mongage Arm. Page 11=iling lice 1, Basic Tax Htmdliug �_ ! 00 2. Additional Tax_ rP-584 $ub TbMI Notation 5pealAssit �� of EA-52 17(County) Sub Total �� Spy /Add. , BA5217(State) _ TOT MTG,.PAX _— Dual Town - Dual County ON �,. Comm.of Held for Appointment of Ed. 5. OD � 1'ransfar Tax ABldavit ' Mausion Tax 9 Certified Gi ,r._. 'Me property covered by tl%s mortgage is PY or Mil be Improved by a one or two WS Such 15. 00 _ family dwelling only. u t Sub Total YES- --- -- or NO Oer -" ll�' Grand Total If N0,see appropriate tax clause on ( page# of this' ttteoL 4 Dist lOOD Setr�nn �,� �^ Y►s-_,_ -- - tq S Comz�trtaity Pmmrvatian Pand Reg Propmy Z401 WI 1.000 07800 0300 029000 Consideration Amount$ e/S p Z) Tax Service T � �an Agency �����q, OFF Tax Due $ verification o7• tgy 7 t Improved r iaGY raperty Owners MiMig Address RECORD&RMAN TO. avant Land//'� David Jaonuzzi, Esq. TD -�---y- -- P. 0. box 1672 ilattritvckj, HT 11952 TD TD Maii to:Judith A-Pascale,Suffolk.Cournty 01;rk 7 TItle Com taut Informa#On 310 Center Drive,Riverhead,NY 11901 o ame Hat Title Bey, Inc. www.aulfolkcounlynygov/darK Titte# TA 8 Sumo& Coup • Recording & Endorsement Page..- nits page forms pats of the attached need made b (SPECIPYYTYP$4P INSTRUMEM1� y ,TASON TAGGART The premises herein is situated in SUFFOLK COUNTY.NAW YORK. TO In the TOWN or snnzHO m WAMSSO HOT,DSI•IG, LLC In the VILLAGE ' or HAMLET of_SG=0jn BOXES 5 THRU 8 MUST BE TYPED OR PPJNTED IN BLACK WK ONLY PRIOR TO pXCf3RDAiG OR F1I.1NG. II/80 39dd r1VN& 30r 86066LZIE91 WdTV:90 7,606/LO/90 BARGAIN AND SALE DEED MM COVENANT AGAINST GRANTOR'S ACTS(MfMUAL OR CORPORATION) UAW"NYDTU]FORM SOD7 CAUTION;7MAGREEMENTSHOM SEPkMACEDBY'AN A=RNEYAMD REVMWW BYA77MMS FOR SEt18RAM i'URCIIASER BF7a0P.B SMAVINCJ, - ,,,A TTIStNDEh7� ",madethe " �deyof Cz* 2014 tvue ��� between � I�J�rCY1 DAMN TAGOART residing nt 1025 Mawathts Pictb,Sonthaht,NY U971 patty ofow first ptut,and WARASSO HOLD N' ,LLC party of the second part, Wr2'NMETH;that the party of the first poet;In consideration of Tat Dollars and othar]awful }: consideration,lawful money of the United Stet%paid by the party of the second bait does hereby grant and ]: nerees6 unto the patty of the second pair,the heirs or successors and assigns of the parry of ft second part �orever, q{�r_P ALL that ecdain plot,piece or pa,reI of land,with the buildings read imptovements tbeteort erected, Situate,lying and lroing in the Towa of Southold,County of Suffolk and State of Now York. s SEE SCYCEDULE W ATTACHED HERETO AND MADE A PART MtEOF 140. Being and intended to be the:some pmmises conveyed by dead dated 03107/20M in Libor 12029 pap TOGETHER with all rWg tide and inWxcgt,if any,of the patty ofdw first part in and to any strcats and roads abutting the above dwcn%ed premises to the center tines thereof, 210GETHER with the apptWonances and all the estate and rights of the party of the first part in and to said pronjWs, TO htAAveAND 9'D lfdl,D tho premises heroin grouted onto the party of the second part,the heirs or successors and assigns of the party of fire second part forever. AND the party of the first part,covenants that the party of the first part has not done or Sufl'ored anything whereby the said promises have been encumbered in any way whatever,except as aforesaid, AND tht party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideratioa for this convq mca and will hold the right to receive such consideration as a trust fond to be applied Aitst for the pufpose of paying the cost of the improvernent and will apply the write first to the payment of the costdithe impr+ovemem before using any part ofthe low of the same foranyorher pwrose, The wend party"shall be ronsutted As if it read°parties"whenever the gem of this indenture so mgoh=. - IN WITNESS'WWEBEp'F,the party of the first part has duly executed this deed llte day and year fast above written. TA NYSBA Rc+1dWi0 Rsd E=4 Mum H9DDe(9/M .J. �AMJShr�a� plt 11/60 39Vd nVNidd 30C 86066LLTE9T 1 T17:90 ZZOZ/LO/90 Schedule A Description Tit lg Number HYA 32875 Page 9 ALL that certain plot,piece or parcel of land,situate;lying and being at Laughing Water near Southold in fhe Town of southOld,County of Suffolk and State of N9w York,bounded and described as follows_ l ' BEGINNING at A point on the Westerly line of Wabasso Street distant 138 feet / Southerly along said Westerly fine from Hiawatha,.$path,from said point of beginning; RUNNING THENCE along said Westerly fine of Wahasso Street,South 5 degrees 45 minutes 00 seconds East,125 feet; THENCE along land of the'P$tt of the first part South 84 degrees 21 minutes 00 seconds West.110 feet; THENCE along said land of the part of the first part dnd along land of the party of the second part,North 5 degrees 45 minutes 00 seconds West,125 feet; THENCE North 84 degrees 21 minutes CO-second East 110 feet to the Point or 'Place of BEGINNING. . - t • �: ;sue= _. T1/01 3Jdd nvN�ly 3Df 860EGLLTE9T WdTb:90 ZZKILO/90 STATE OF NEW YORK ) COUNTY 0P$UFFOLK ) On the Affl day of �.�C� ,is theyear2014,Wbw me,the undersigned personally appeaYtd yaaun Taggart,personally Ia"m to me or proved to me on the basis of satisfacimy evidettw to be the individual Whose name is subscribed to the with6t instrument end Wknowledged to tae that he exeented the same in his capelW,that by his signaturt an tha insuuinent the individa al,or the person upon behalf of which the individual =wd,extoated the insnaunsnt. A W PU$Llc ttomr��3 rak DEW Tift No. 1- - F)M,_.s &Cw,n 078.00 Mock 03.00 TAGGART Lot: 029.000 TO CounttyorTown SUFFOLM WARASSO HtRLMG,LLC Return&Mail To• Vavid dttuanzr3,Esq. F.0.Bux 1672 Matt Back NY 1L"2 Reserve This S ace For Use Of Reconflng Office NYSS&RW&,(at Real E*a raw Dn mameab(gAq I_ CaPY+iahltap�! tJnYlAl�tfmt TZ/11 39Vd nVNdV 30P 86066LLTE91 WdZb:90 ZZOZ/LO/90 Page 10 563-5-15576 PREMISES TO THE EAST KNOWN AS: Wabasso Street Page 11 563-S-15576 PREMISES TO THE WEST KNOWN AS: Nokomis Road Page 12 563-S-15576 Liability hereunder for any damages hereunder is limited to$25,000.00.Such liability extends to an act which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien or encumbrance for which a search has been made. No claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser, lender, lessor/lessee, his attorney or his agent had no knowledge of any lien, encumbrance, or defect not shown for which said search has been made. ABSTRACTS, INCORPORATED I BY: Thomas J.Turano Senior Vice President TJT: State of New York) County of Nassau )ss: On the�day of , , — before me personally came Thomas J. Turano to me known to be the individual who executed the foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President of Abstracts, Incorporated. ARY PUBLIC LORI A.AULETTI Notary Public,State of New YOtk Reg.No.4896998 Qualified in Nassau County Commission Expires May 26,2 S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOT(S):27 SHEET 1 OF 2 19 DWELLINGS /P SEE SHEET 2 FOR SANITARY DETAILS �� 19�` w ua;�TER AS PREPARED BY: f - NICHOLAS MAZZAFERRO PE NYS LISC 057095 „_.•_,�._.._.._.._.._.._.._.._.._.._. _.._..�- ! PO BOX 57 # - - - - 1 �O g �� SAS GREENPORT , NEW YORK 11944ATH WATER MNN 1 PHONE (516)457-5596 .._.._.._.._.._.._.._.._.._.._._.._.._.._.._.._.._.�_: ,11 /i 1IAW / ENT EMAIL NICKMAZZAFERRO®VERIZON.NET /I �� EDGE OFA4 / U.P. j /125.43- PIPE 7 S 85°5000"E IUP• + ! v 84°21 0"E i V. 96.00' i I cn GUY i ^ / /� EXPO o j 4'TYP PROPOSED / 1 AN B AREA 9•/N LG OG 0 EXPO �D ICONSTRUCTION = 9 _ j x � :� // / .:.... DRY W m *! �I Im a�+ I / / CONTROL PANEL r�r• A 7B 1 Zo �� 0r , // j / / / AND AIR PUMP ?SCH 40 B'0x3'DE \ iZ ` o �Q�Q �� // / PVC VENTPIPE \�_� 1 O / /' G' LECTRICANDAIR SUPPLYH SETOOwrS Zj DWELLINGS 4 Tf1 \ O / / / / ! / / 0 ELECTRICSERVICE j ly^BUC WATER PORC•••••• TO CON TROLPAN i 6.0' 1so' DwEiuNcs ,6' // // / /��.. ::;: ::'! ::: :0.:::::::::: WASH OUTI> A i o O W PUBLIC WA d / / / M BED OF POSED 1 m 50'MIN. / TER j / :•::•:•:ro / / A p05�GRAVEL ICIENT TO KEEP150' 15 / ::::::::::::::::pROPOS:: :.'::E;::::::::o PRO I o �� :w:::::::::::.. m ON SITE // I 1 N::::::. :::2 STY FR.::is:: ::: ...... F(11 �/ MM T7SEDIMENT AND/OR j �- / - / 5 BED OM)i: : :. :;:: :;: :pDRY WEL-LL • :" ::::CING 8'dsvA'DEt/ / :::.....;�;... 5). c".:.:...... Cb .. O U.G. ! 1� D'::. ..= .. PROPANE off. 3'x6' o• c Z� '• �ti ! / % / / / WS'TOOOP Ln I i'� Cai cn ` DRY WELL a x3'DEEP ! ..... \• PROPOSED ILcl) PI j o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED I 1 cm _ �� 1 :PROP.::::::::::::::::: AREA 1 3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED RCA ^\\ !ILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE i / \ 1 i I 1 °� / 15, ::•::POOL;:::;: POOL 1 ) I 20'x40':. : .....: : EQP. j .................. .:....... ... •::.... Oo 110.00 I / z "' S 84021'00"W / v ZONED R-40 ! / DWELUNIM J f / , It w POOL FENCE 110.00 I NON-CONFORMING CORNER LOT W/PUBUC WATER o VACANT 125' ' FRONT YARD: 40' MIN 15O, S 84021'00"W 1 I SECONDARY FRONT YARD: 30'MIN El". 13.0 DWEII NGS I / SIDE YARD: 15' MIN OL BROWN w/PUBL'COOwATER s REAR YARD: 50'MIN SANDY LOAM THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL DRAINAGE CALCULATIONS: BROWN O LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS SM AND OR DATA OBTAINED FROM 07HERS LOAMY SAND 1.5' TYPICAL SILT A) DWELLING W/COVERED PORCH=2216 SG.Fr SCREEN SECTION 2216 x 0.166-357.85 <368cf REQUIRED (3) B'DIA x 3'DEEP DRYWELL=398cf PROVIDED AREA:27,353.13 SQ.FT or 0.63 ACRES ELEVA77ON DATUM: BROWN GEOTIXRLE FABRIC SP SAND SUPPORT POSTS UNAUTHORIZED ALTERATION OR ADOI7/ON TO THIS SURVEY IS A NOLA710N OF SEC770N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY ✓1< WOOD OR METAL MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 7O BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN GRAVE 5. FLOW DIRECTION ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS177U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION!, GUARANTEES ARE NOT TRANSFERABLE. PALE eACIE�NCH THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SW SAND NOT INTENDED 70 MONUMENT 7HE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCE$ ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 12'WATER EL 1.0 ED)a NG GROUND AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY WATER IN HIGHEST EXP. EL 2.0 SURVEY OF.DESCRIBED PROPERTY CERTIFIED T0: 530 HIAWATHA LLC' Sw PALE " SANDI= MAP OR & r FILM: GRAVEL zuunenuu — 17' SITUATED AT:SOUTHOLD JUNE Z 2022 TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC K. WOYCHUK LS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 REVISED 09-22-22 FILE i 222-76 scALE 1"=30' DATE:: JUNE 5, 2022 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX(631) 298-1588 REVISED DECK/CELLAR ENT. 06-23-22 S.C,T,M, NO. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOT(S):27 SHEET 1 OF 2 19 DWELLINGS SEE SHEET 2 FOR SANITARY DETAILS DWELLINGS WATER AS PREPARED BY: __J,1 19�"'�_� ISO' - NICHOLAS MAZZAFERRO PE NYS LISC//057095 �`_ �' _ _ i _ _ _ _ _ _ _ _ - - - - PO BOX 57 _ 18 _ _ _r _ "��j ,i� ` i' ��� ,ice 1 GREENPORT , NEW YORK 11944 WATER MAIN - - - 1 r o PHONE: (516)457-5596 _ - - J r EMAIL: NICKMAZZAFERRO@VERIZON.NET / / 1 r EDGE OF/PAVEMENT / 1 b / Of W W,Y, S SS°SO'00"E / (U,P 1 / /12S.43' PIPE 1 96,00' k' �184021 / "E GUY DRY WELL / �ryr r/ �� LG O EXPO 1 / 1• / $� LG O g'Ox3'DEEP ^� /� B 4'TYP LG O EXPOS\ 1u 1 D Icy r1 t 7y r (1 1,.0) 8 LG O d OPOSED t Lv m ►�'� l� 1 / / // � 2 TYP S GING AREA _ I / S I r_ / /O�DNNIR0)+,PANEL CONSTRUCTION 7' �G �31 1 Imp / AND KW EN ANCE �' ��•057u' ID o �� l / �� m / 12.0 ISM& k�'` VE7itPIPE1 '� F.� (1,2. pORC G EILCIWCSERVICE E,ECTRICANDARSUPPL to Oars ,y O 05 C / COVI RE)1 TO 00.5)-_-..__�.__: _ _u_. �� —' 11 �Oe U.G. 4D•0% / 0 29,0' CONCRETE'WASH OUT AREA tan z I � DWELLINGS pROPOSED D NEWAY. ce I W/PUBLIC WATER DWELLINGS 1 ��• r/ PROPAN // / / \ 50'MIN. W/PUBLIC WATER / / / S IPROPOSQD GRAVEL DRt AY I O 1 f50' BUT I IE KEEP 1 / w / / PROPfSSEO./ GARAGE SEDIMENT ON SITE 150' I 44.5' t 5' ' / 2gqSy/ FRM�' GF(f 1.0) M 1 m HAY BAIL AND/OR I / // r B // (y BEDROFIM) 29.0' PROP FFL( ) SILT FENCING I / u' (10.5),�` 1 w 1 / uNi SWIMMING / / 4 .0' 1 1 1 3 `r r o /POOI_ / c / CELLAR ENI•� / Cb m r z 1 0 ^� �20'x40' / /DECK /32.0' / o / DRY WELL-' m 1 b O \y \y Design Professional's Certification Required. 1 _`1 / / 1 W 1 J o 8'0x3'DEEP p Submit P.E.or R.A.Certification For 1 y / / ^ / / ( PROPOSED SOIL l O V� ( - N The Installation and Construction of the Sewage Disposal System I m" / / �I / I l STOCK PILE AREA O I Ir 4 f b �� 3 / I/ ' DRY WELL, ` l O Q Q Use Form WWM-073 I z 1 t� - 1 1 / N` - 8�'mx3'DEE PROPOSED GRADING 1 w 1 Pto I 1 (10) 1 t E P. w CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED FILL 5708E BLEND'OR N.Y, STATE GRADE APPROVED AGE. FILL 70 18" (Min,) ABOVE EXISTING GRADE FOR DRAINAGE. ($) \ll 1 I 11 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \ /.° ,, 110,00' SILT 71 FENCtr ALONG m 1 S 84 2100 W I / Z PROPOSED LIMIT U.P. ZONED R-40 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A / O OF DISTURBANCE t 0 NON-CONFORMING CORNER LOT SINGLE FAMILY RESIDENCE ONLY DWELLINGS W/PUBLIC WATER t"W 1100, I FRONT YARD: 40' MIN ISO, o_ VACANT 125 SECONDARY FRONT YARD: 30'MIN ELM 13.0 S 84°2VOW W SIDE YARD: 15' MIN DATE s/1/zz E No. R=22-12TT BROWN DWELLINGS I APPROVED /((�I Z4— OL SANDY LOAM W/POBLI�WATER 9 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 1' LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOR MAXIMUM OF 5 BEDROOMS BROWN DRAINAGE CALCULATIONS: AND OR DATA OBTAINED FROM OTHERS, EXPIRES THREE YEARS FROM DATE OF APPROVAL SM LOAMY SAND Ty'1 5' T A) DWELLING W/COVERED PORCH-2216 SOFT. HAVb88 SEN S TION 2216 x 0,168=367.85 < 368cf REOUIRED AREA:27,353,13 SQ.FT. of 0.63 ACRES ELEVATION DATUM: BROWN CRECEOTExrRE FABRIC (3) 8'DIA x 3' DEEP ORYWELL=398c! PRONDED UNAUTHORIZED ALIERAPON OR ADDITION TO THIS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY & suPPom POSTS SANDD MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN GRAVEL SWOODUPPORT RT afro ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING/NS77TUTION 5' PLOW DRECTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7N£OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SW SAND DarEXCAVATED r TRENCH NOT INAFNDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY �Z WATER EL f.0 SURVEY OF.-DESCRIBED PROPERTY WATER IN HIGHEST EXP. EL 2.0 EXCM0 GROUND of NBA, CERTIFIED TO: 530 HIAWATHA LLC' SW PALE - - _ rr MAP OF: PEE a M• 7Yo yo SAND Ii-119 I I I I_TfF_ I=1 rl=TL111=1i-1fl-FlLED: & - I� LIIL It—ITrifc Ti=T_I—Iu— G GRAVEL SITUATED AT: SOUTHOLD r'w 7; 0: _ 17' JUNE Z 2022 TOWN OF:SOUTHOLD n �' K. WOYCHUK LS 0, ��' KENNETH M 1'YOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 'S 050802 F N y` Professional Land Surveying and Design FILE U 222-76 SCALE: 1"=30' DATE: DUNE 5, 2022 P.O. Box 153 Aquebogue, New York 11931 , N.Y.S. LISC. NO. 050682 PHONE (631)298-1588 FAX (631)298-1508 REVISED DECK/CELLAR ENT. 06-23-22 SEE ATTACHED SPECIAL CONDITION GRADING PLAN AND/OR PLOT PLAN. S.C.T.M.# DIST: 1000 SEC: 78 BLK:3 LOT,27 SHEET 2 of 2 DWELLING FLUENT FILTER TW-4 DWELLING WITH 5 BEDROOMS- NO GARBAGE GRINDER FFL 13.5 REQUIRED OWTS SYSTEM FOR 5 BEDROOMS 550 GPD 4"SDR 35 PROPOSED SEPTIC SYSTEM FOR 5 BEDROOMS ITCH 1/8"/FT (1)HYDROACTION M550 550 GPD(OWTS) GRADE 11.0 (4)LEACHING GALLEYS 4' DEEP GRADE 11.5 GRADE 5% MAX (2) EXPANSION LEACHING'GALLEYS 4- DEEP C/O TO GRADE I GRADE 10.0 REQUIRED LEACHING AREA 400 SF SIDEWALL AREA- 4 EACH 3'DEEP LEACHING GALLEYS +INV9.0 DIST INV8.8 REQUIRED 503 FOR EXPANSION 200 SF SIDEWALL AREA-2'EACH 4'DEEP LEACHING GALLEYS, BOX CROSSOVER SANITARY NOTES INV9.3 " INV9.1 (NV8.9 4 EACH 4 SDR 35 INV8.7 4'DEEP 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PITCH 1/4"/FT 4"SDR 35 LEACHING INV8.1 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS AN-550 PITCH 1/8"/FT GALLEYS EL5.0 3.PROVIDE A 2'VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WAIN THE HOUSE THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS 4,AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE M550 UNIT ON THE OUTLET PIPE SANITARY DESIGN 8Y: EL 3.8 HIGHEST EXPECT.GROUND WATER EL 2.0 'NICHOLAS MAZZAFERRO SANITARY INVERTS POLYLOK 24"SAFETY SCREEN PO BOX 57 PART NO.-3608SS GREENPORT, NEW YORK 11944 SEE ATTACHMENT(S) DOMED SHAPE FOR MATERIAL=HDPE PHONE:(516�457-5596 MAXIMUM LOADWSIZEDTOFITI'NSIDE IN EACH ACCESS EMAIL: NICKMAZZAFERRO@VERIZON.NET covER 24r HANDLE FOR EASY REMOVAL DER HD COVER PLUGMiR OF SAFETY SCREEN A, (TFIREADED) SQUARE - �G HYDROACTION AN-550NITS CONCRETE BASE CLEANOUTBOX CLEANOLIT ADAPTER ADAPTER e ' a 30 DEGREE FRYWO FIRST 24•RISER NICHOLAS MAZZAFERRO PE NYS LISCJ057095 3 60 alflTuq�t!n OF N!; YD ' FLOW WATERTIGHT FLEXIBLE TUF-TITS EFFLUENT JOINT SEAL FILTER EF-4 sEwERUNE OUTLET TO 70 CLEANOUT DETAIL HYDROAclnON PUMP TANK o NTS �W TUF-TITS TB-4 T-BAFFLE tiA 570°�� ��_ �� PVC SDR 35 ° p�0�ES810N�� TUF-TITE SD-4 HYDROACTION owEllwl3 ELEerwca PANELSOLIDS DEFLECTOR AN-550 SIDEWALL HD POLYLOCK COVERS MODEL3W"D EFFLUENT FILTER LOCKING CASING MAIN NTS - - - TO GRADE BREAKER W COVE Z -TO GRADE - FINISHED GRADE MIN 4' 41 MAX • MIN. 4' DIA. X SDR 35 PVC PIPE OR EOUN, CIRCUIT PITCHED 1/8" PER FT. MIN. ET BREAKER INLET 30AMP }• .• •• •' N T MIN ABOVE 24dIN DEDICATED ® ® V o1R1 ET INVERT 6-CROSSOVER '• C1'RICAL SERVICE TO .' .� ® ® ® PIPE HYDROACTION CONTROL PANEL 6411 631, ® ® ® ® ® INLET` aunEr CONTROL 5 1T� MIN �CROUNOWATER $ PANEL !/ BAFFLE REa'D ENDCAP TYPE 8.5' X 4.75' X PEEP LEACHING GALLEY IF INLET PITCH LEVEIINODEVICES 66„ IFT 79.5 S.F. SIDEWALL AREA/GALLEY IXC15E08 in 47" � ` LEACHING GALLEY DISTRIBUTION BOX MS wg S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 3 LOT(S):27 I DWELLINGS W/PUBUC WATER _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ I TH WATER MAIN j �.._.._.._.._.._.._.._........_.._.._.._.._.._.._._._.._.-• HIAyvATHAs PA . EDGE OF PAVEMENT i U.P. 1 1 ! i 125.43' PIPE i S 85050,00"E U•P W. ! N g4°21'00 E W.V. 96.00, i GUY j LG O EXPO o 1 1 1 1 LG O p°. 1 !M B 4'fYP p(PO U, ! j. 4P ANS50 LG O LG O o I 2 ►M.y� J`�� a DRY WELL aj cl IM 1� z �`p�1G 1 !' CONTROL PANEL 8,0X3'DEEP �i AND AIR PUMP rSCH40 I �I ` ' O y\Q�p Im i PVC VENT PIPE ��-i ! �1 Z MW .1a of Cr LECTRIC AND AIR SUPPLYHOSE TO OWTS Zi 1 ~n O ! 0) ELECTRIC SERVICE DWELLNGS 1 �Jl o_ `• ROP. COVERED PORCH o TOCONTROLPA 36.0• ! W UO, j � 40.0woER 29.0' CONCRETE WASH OUT AREA DWELLINGS j \ gm OF PROPOSED DWVEWAY. 9 Q W/PUBLC WATER j d MVEL DR 00 �^ 150' I 115, FOUNDATION LOCATION c PROPOSED ! 0 N EL 13.1 j i - DRY WELL C TSEPT. 27, 2023 a i 8'ox3'DEEP 29.T. 0 p' CELLAR ENT. m Q—U.G. j 0 40•0' r"1 PROPANE m w ! 1 { j PROP. WOOD DECK j $ DRY WELL 8'0x3'DEEP m ! PROPOSED SOIL i ' ........::: STOCK PILE AREA i :PROP:::'-% 1 .... ..SYVI... .... ... i j POOL 15 •::::•POOL : .': EQP. i 1 16'X36�:::::' i , ......... 1 110.00 U.P. i z $84021'00"W o i ZONED R-40 ! OWELUNGS t w POOL FENCE 110.00' I NON-CONFORMING CORNER LOT ' W/PUBUC WATER o %AGWT 125' FRONT YARD: 40' MIN 15O, - S 84°21'00"W SECONDARY FRONT YARD: 30'MIN ELEV 13.0 DWEWNGS SIDE YARD: 15' MIN OL BROWN W/PUB C WATER REAR YARD: 50'MIN SANDY LOAM DRAINAGE CALCULATIONS: THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL BROWN LOCA77ONS SHOWN ARE FROM F7ELD OBSERVA77ONS SM LOAMY SAND AND OR DATA OBTAINED FROM OTHERS 1.5' A) 6 x 0.1 W/COVERED PORCHREQUI so•Fr 2216 x 0.166-367.85 < 388cf REQUIRED (3) 8'DIA x 3' DEEP DRYWELLm398cT PROVIDED AREA:27,353.13 SQ.FT. or 0.63 ACRES ELEVAnON DATUM: SIPBSROOW UNAUTHORIZED AL7ERA77ON OR ADD177ON 70 THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCAT701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN GRAVEL ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77YU77ON 5' LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. PALE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SW SAND NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC770M OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 12'WATER EL 1.0 � � (�E[ � �n T�� IE AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY WATER IN HIGHEST EXP. EL 2.0 D V SURVEY OF:DESCRIBED PROPERTY CERTIFIED T0: 530 HIAWATHA LLC' SW PALE SAND MAP OF: GRAVEL TILED: — 17' S E P 2 9 2023 SITUATED AT:SOUTHOLD JUNE 2, 2022 TOWN OR SOUTHOLD K FND LOC. 09-27-23 K. WOYCHUK LSENNETH M WOYCHUH LAND SURVEYING, PLLC Building Department SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-23-23 P.O. Box 153 Aquebogue, New York 11931 REVISED 09-22-22 Town of Southold FILE #222-76 scALE: 1"=30' DATE:JUNE 5, 2022 N.Y.S. USC. NO. 050882 PHONE (831)298-1588 PAIL(831) 298-1588 REVISED DECK/CELLAR ENT. 06-23-22 9 i NO. DISTRICT: 1000 SECTION:;W BLOCK: 3 LOT(S):27 E E0TE t MAY 2'1 2024 �.�.. _ ►,�_._.._.._..._.....-.__...._.----_-_�.,�.----- PATS UUWA`PHAS i Eon�pAVE�r LAM. Building Department S85°S000"E Koo, ur i 1w N 84°21W E. 125.45' PwE i Town of Southold � 4 t ADa OLO1 L02 i z q 0 $ ; M. DRY WELL z t s exarot : IFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 1 ::•:.::y: =a• 36•Q •::::::; A. :E 5/22/24 H.S. Ref- NO. R-22-1277 s _ ;iiZ.S'[Y FiiV;'ri:ic rC _{.2. } :5 ip T 115.. �__. =%t:oM4ixW:,•,::';:is : =2_ Y..a ••': s:::.:SFj:.1SAy:=i�e:.,y.::.:::.........1•::`i:•:: eW PROPANE •:iii•Tcii�:::.:-::.•.-��:::.-::cii:=i fii:•::�:�.-i�� Q �..............f_.......-. sewage disposal and water supply facilities at this location have been *� ""%" ""^.'•' a,. 8,9' :?:ice........._'r,'=:� :::; :ected and/or certified by this Department or other agencies and found e satisfactory FORA MAXIMUM OF b BEDROOMS. ': ORY WELL ® " y 81/iroEEP SMWAM PRY o i CRAIG KNEPPER, P.E.,CHIEF 1 P tp i Office of Wastewater Management :,:,:,;.-...: •-;:.r� o i '•Sy7IIMItIGi ;:J:.18 i t 10.00' 1 z n.•.g1alEj6m PAip i u.P { 584°21'OD"W fj R-40 i vP°. 110.Od V )WORMING CORNER LOT ' d YARD: 40' MIN 9 5 84°21'00"W ARY FRONT YARD: 30'MIN RD.. 15' MIN IRO: 501MIN t SUPPLY, NEU%ORYVAU.S AhP-CESSVM SYONN.AR£PR01r AELD OB52RYA7WS 4TA OBTAINED FRrA(!OTf/ERS. &WlTARr LOCIITiON f/MUM PAM DRAINAGE CALCULATIONS: A` '�• ti OF VA F)N 15$13 SOFT. or 0.63 ACRES S. as AtrExAndAl rXt AOalhQ11 m AQs xAPtLr B A Ha AAaY pv_SbAq!7Y[>4 qF A/E tiEIY mier s7A1E EWGAON U8 mREs a A�S.SLRta Y ,V DWUIM WICOVO06 PORC►-=d fi so.Fr,E�:OAAR'PyIF YRAGS!mLAW 7.afrW AA!A fbPNa N ASdVSlfS¢�1AEEMi1 SRS5fi.aR E<1EI BAY!0'ER5'S 5t PF@XAE O3P1EAArGp1r�.N SS AI'AANAtDil fW�ifW l7N ffCl9U,B WCf/OAUIN�!JFEAEFSJ'1PQ®A PAB ER N1 ApB7FR PAA tGAWtNYYSPlFDAA NLA7Yi,�4 4E6 0 CYtF3li'KY,YWQ7/AALR AANCIEENEC4Y OARNAOCA t&DDlm iw#oR kD7uJ5YJ rS7NVKld0L1V R I4V _ . LG1 231 O.fe iS<3B O 5F 42 b' fV EAINr3'DEEP bYF -39 W PR0lOID !• 5 CR'mJIgW'gV5 9roIN/EREA11'/N11Y ArE P/DOHFt77Y tA�'s lO A!E S11R1CAJREs ARP rLYt A sP€vRC PU19�05E.vm(A!'A(FRfjr1NE tllEr.wP !G3 .S 49 9 Rf'M�Wak7/7 1HE.1hlQ"E11TT LtlYES'QR 70 r�qE llff ENECACN Q�F'fJkER�MD/rRWAt SiRI!CA/RPS QP AIm O1Pflt Oi%�DI�Ik7V7LS EI¢0f£N7S � a DACE S7RIIER/A�`Q IID O4 U1CFD ARP NOT rAMRANiFE,O 1r.IQEJS PHYSCtiLYENOENT Qr APE PRflE�S AT AIE 14rf OF SLW1£Y LG4' SO S8 ru )tSCRISM PROPERIY 1� -:t,., CERVFIFD TO: 530 HiA4VA A LLC• tR 05T�' S1� ,? c �CFCti4S10�� SOUTHOLD r z AS—BUILT SURVEY 05-01-24 ,�n WHOLD t y FND LOC, 69-27 23 VO 13RNI9RT$,( -CHU%LAND 9URVI3 W,PGLC 11NTY,NEW Ydf&4 �isE asae�2 3¢� Prefeaelonel Lead eu�Laa�� REVJSED 08-23-23 L P.B.Box 158 AgaeboSae•Few Yesi:11931 REVISED 09 22-22 76' SGtB 1'm30' OA1E JUNE S. 2022 WrittrSc Na Gsoaea P4wo(M)zw-i (4m)=-m REMSED DECK/CEDAR tNl:.0¢-23-22 Generated by-REScheck-Web Software Compliance Certificate Prolect 530 Hiawatha path Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,743 M Glazing Area 14016 Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site; Owner/Agent: Designer/Contractor: 530 Hiawatha Path Burt Dorfman Robert Higgins Architect Southold, NY 50 HIDDEN ACRES PATH ,WAMG,RlV,F,Rj,NY.11792 Compliance: 5.0%Better Than Code Maximum UA: 416 Your UA: 395 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 orcost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly an theqpedfied climate zone must meet the,minimulm energy code-insfulation)11-value and depth recldirem ents. Envelope ASsemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R_Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Flat,Ceiling or Scissor Truss 1,976 30.0 0.0 10.035 0.026 69 51 Wall:Wood Frame, 16" D.C. 2,592 21.0 0.0 0.057 6.060 122 129 Door 1: Solid Door(under 50%glazing) 79 0.400 0.320 32 25 Door: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC:0.30 Window: Wood Frame 325 0.300 0.320 98 104 SHGC: 0.30 Floor:All-Wood joist/Truss 1,424 30.0 0.0 0.033 0.047 47 67 Floor 1:AD-Wood joistffruss 44, 30.0, 010, 0.033 0.047 1 2 Floor.2 above,garage-.AiVrWoodJd[9fTrUs& 541' 38.0' 0.0 0r.026, 0.047 14 25 Compliance Statement: The proposed building design described he�Q..a 'st nt with the building plans, specifications, and other calculations submitted with.the.permit appkcatkon.The proposedk I . =been designed to meet the 2018 tECC requirements in REScheck Version : REScheck-Web and to comply with.the manda ry r irements listed"in the REScheck Inspection Checklist., ROBERT ADCJAMES HIGGINS HITECT F_ Name-Title S gnature Date '.PrdWt Title:.530 Hiawatha*path Report date: 06/22/22 Page I of 9 Data,fiename: REScheck Software Version : 'R-Est a -We 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.baw that is documented,or.r that an.exception . is,being claimed. Where compliance is itemized in a separate table,a:reference.to.that table is provided. ;i,led:^'` ._... . •.- -..-.. ..,r� .. . _Plans�Verified`; :Field Ver-f Assam"t'iona:"., - - _ - _ -- �Complies?,:",�./`�,Commeitsf...," :.: p.. -. Rrerins action/:PIan-Review. p Valuer; Vralu°e. : &'Re 9:ID> <;. lies Re uirement will be met. 103.1, 'Construction.draw.ingsand ''=" _ ficomp q 103.2 documentation demonstrate s_ =,Does Not [PR1]1 ) `energy code compliance for the w _ r..zlNot Observable ; r5 i building envelope.Thermal; QNot Applicable. :envelope represented on construction documents. 103.1 Construction drawings and a r rOcomplies ;Requirement will be met. 103.2,, documentation demonstrate ODoesNot 403.7 energy code compliance for []Not Observable (PR331 lighting:and`mechan{cal.systems. F dNot Applicable Systems serving multiple units-must demonstrate dwelling - IECC com fiance with the - _ p Commercial Provisions. 302.1`,;';, ;,yf Heating and.cooling-eq,uipment is. Heating. Heating: 1]Complies Requirement will be met. 403:7 s"i sized per ACCA Manual`S based ! Btu/hr Btu/hr [IDoes Not on loads calculated per ACCA i Cooling: Cooling: iONot Observable ' Manual j or other methods Btu/hr Btu/hr "ONotAppkicable s.:..:. .._ l approved`by the code official. Additional Comments/assumptions: 'High impact(Tier 1) Medium Impact(Tier 2) impact(Tier 3) Project Title: 530 Hiawatha path Report date: 06/22/22 Data filename: Page 2.of 9t S c men S nr A. cl,'- CD 3 protective covering is installed to, ,E]Complies 'Requirement will be-met. [FO1,1 ' 7-protect exposed-exterior,insulation UDoes,Not to 1'2 and extends a minimum of 6 in. below (3 ' -� -I grade. � Not Observable: UNot Applicable Snow-and ice-melting system controls FIComplies Requirement will be met. installed. ElDoes Not [:]Not Observable I �s; "21 ;E]Not Applicable 1! Additional Comments/Assumptions: aIHigh High (Tier. 1) Medium Impact crier Low Impact(Tier 3) Project Title: 530 Hiawatha path Report date, 06/22/22 Data filename- Page 3 of 9 ., #ion 5.. Section :, •- :. Plaii`s�Veri�•e'd:.�••-Field,Veri red . Complies? Comments/Assiirop #..' Framing%Roughlnan"spection ;Value Vafue eq.ID a. -'Utomplies :Requirement will be met. Automatic or gravity dampers are Y (]Does loot installed on all outdoor air a intakes and exhausts. ti w,pNot Observable " .,i;�-,� 5 �„• ;:��NorApplieable• Additional Comments/Assumptions: 1 High impact(Tier 1) 2;Medium impact(Tier 2) 3 Low Impact(Tier 3) Report date: 06/22/22 Project Title: 530 Hiawatha path Page 5 of. 9 Data filename: '`Pfi�nsYerified le "to �_; #.., Ins ulation.lhspection_. Complies. Comments/Assume#ions Req {D Va Value ;Cw i insulation is labeled -���� �3''w_+� - ��':I]'Com lies Requirement wi({'be met. i3.03s1, Ali installed � ,z=;',' _ P q [IN13P f or the installed R-valuesEIDoes Not provided. Not Observable Not Applicabfe- 402.1.1, !,Floor insulation R-value. R- R- :OComplies See the Envelope Assemblies 402.2:6 ;Q.Wood 'IQ, Wood '[]Does Not ;table.forvalues. [IN1]1 Q:Steel j Q':.Steet bNot Observable f DNot Applicable I 303.2, :Floor Insulation installed per d ".,'`.: '"`' })]Complies ;Requirement will be met. 402.2.8 "manufacturer's instructions and Qhoes Not [1N2']1 (in substantial contact with the ; , Not Observable � j underside of the subfloor, or floor `u 2 •.. .;: ..'4:, ��. , r:� �L7NotApplicable framing cavity insulation;is in "M;'��'r,,f;k • ,(..: t; ;;:.;._.'D.;_=@.'•: ',.;'` ?..; contact with the top side of ; ,sheathing,or continuous s = `° °- - .'2'N`l`ti.':ri:A;'•in.i•;insulation installed on the - .underside of•floor•framing-and extends from the bottom to the s 1 top of all,perimeter floor framing members. 402.1.1, !Wall insulation R-value. If this is a', R- R- ;Complies ISee the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the 'Q`.Wood'. ;[j.Wood` ;E]Does Not ;table for values. 402.2,6 :wall insulation on the wall 1[3 Mass ;Q Mass UNot Observable [IN3]1 ,exterior,the exterior insulation 'requirement applies(FR10).' Q.Steel ;Q Steel �DNot Applicable ' I I I i I 303.2 ;Wall insulation is installed per 'i'+ '°'` ";` ;'` ;: ',;;;QComplies Requirement wilt be met. [IN4]1 manufacturer's instructions. -,TQDoes Not ?QNot Observable . �Not-Applicable- Additional,Comments/Assumptions: 1 i 1 Nigh Impact(Tier 1) -f2`1Medium impact(Tier 2) :3.Low-impact(Tier 3) Project Title: 530 Hiawatha path Report date: 06/22/22 Data filename: Page 6 of 9 402.1.1, Ceiling insulation R-value. R_ R- "EJComplies See the Envelope Assemblies table for values. 402.2.1, 0 Wood E] Wood PDoes Not 402.2.2, 402.2.6 Steel Steel --I'ONot observable ;J;FJkJI UNot Applicable 303.1.11, Ceflinginsulation,inst6fled per Elcomplies Requ-irement wittr be met. "-"�303.2 manufacturer's instructions. HIDoes Not JF1211 iBiown insulation marked every 3004V. Observable Vented attics with air permeable quirement wilt be met. baffle adjacent to soffit and eave vents that extends over insulation. 402.2.4 !Attic access hatch,and door R- R- '`OComplies Requirement will be met. F [F1311 insulation ;--R-value of the I]Does Not �adjacent assembty. EJNot Observable GNot Applicable 402.4.1.2 ,Blower door test@ 50 Pa. <=5 ACH 50 ACH 50= "'10complies, ;',Requirement will-,be met. [FI1711 �;ach in Climate Zones 1-2, and UDoes Not <=3 ach in Climate Zones 3-8. :.E]Not Observable UNot Applicable 403.3.3 '`Ducts are pressure tested to cfM/100 cfm/100 Elcompries 'Requirement will be met. ,JFI 2 TJI determine airleakarge with ft,2 ft2 DDoes Not !either:Rough-in test.Total F tlNot-Observable ,leakage measured'-with a 7 '[]Not Applicable :pressure differentiaL-of.0.1 inch r w.g. across the system including ; the,manufacturer's airbandler enclosure if installed,at time.of !test,Postconstruction test:Total leakage measuredwit h a, ;pressure,differential,of 0.1 inch W.g.across the entire system includi ng .manufacturer's air ;,handier enclosure. Duct tightness test result of<=4 cfm/100 cfm/100 UComplies 'Requirement Wit be met. : IF1411 cfmJI00 ft2 across the system or ft2 ft2 []Does Not <=3,cfm/100 ft2 without air handier @ 25 Pa. For rough-in 014ot Observable tests,verification array need to ZINot Applicable occur.during-Framing.Inspection. : 403.3.2.1 Air"handlerleakage designated ( " Complies Requirement wilt be met. ?m ,[F124]1 by manufacturer. <=2%at of Not design airflow. Observable Applicable Requirement wilt be met. , Complies WHTU�T-`,`Programmable thermostats Does Not 2 k TI control of primary ...... !heating and cooling systems and DMot Observable I initially set by ma nufacturer*to EIMbt Applicablia ;'code specifications. pump thermostat installed z CPCornpties 'Requirement Wit be,net. on heatpumps. . ... . Does Not 4 3Observable w .�,.LlNot Applicable �,?"2 Requirement will be met. ;4- 4 Circulating service hot water 01, a,DComplles 2 systems have automatic or accessible manual controls. I [High impact(Tier i) 2LL.Medium Impact(Tier 2) [�­.J Low Impact(Tier 3) Project Title: 530 Hiawatha.path Report date: 06/22122 Data filename: Page 7 9 <5ection Plans ileril;ed' '—Tield,:Verifled: 1�� #, Final lnspectlon Provisions Complies' "Comments/Assumptions :&Req=1D , , Value: Valua z*;s C m 1i S fir n met. 303:3 i�ianufacturer manuals for `�;-;� _ _ - - o p e 'lZegv eme t wi'iI be e I Ff18 3 1,m,echanical and waterxheatin 9 4�: DDoes Not systems have been provided. f '' 1 � ,f� ..O�tot Applicable Additional Comments/Assumptions: i High Impact(Tier 3) ?2-';'Medium Impact(Ter 2) 3,L.ow Impact(Tier 3) Project Title: 530 Hiawatha path Report date: 06/22/22 Data filename: Page 9 of 9 21 I;E :C. a rgy Efficiency Above-Grade Wails 2r:00 Slow-Grade Bill 0.�0 Floor 3MOG Ceiling/Roof MOM, Ductwork-(unconditianed;spaces);. Glass & Door Rating U-Factor SHGC Window 0:30 - .. , 0.30 :Door D." 0.30 CoolingHeating & Heativtg.:System,. Cooling System; :Water;heater: Name: Date: Comments 29'-0" 40'-0" 24'-0" 16!-0" TYP EXT.WALL DECK LATERAL HOLDOWNS p �'�-- "P,,• DERV - ` �' OUTSIDE BASEMENT ENTRANCE SIMPSON DTT2Zwl(8) I r;° II 14"DIa DECK FOOTING 6'CONCRETE WALL ON MIN 16 X 8" 114'X 1-12'SDSSSCREWS Y r, FOOTING WITH 4'CONCRETE LANDING 8 WITHIN 24'OF EACH END I U I SEE DETAIL ON DWG2 SILL PLATE U) 4'DRAIN TO DRYWELL,CONCRETE STAIR SEE DETAILS ON DWG-2 CD I 7 @ II LLI MEETING R311.7-STAIRWAYS. HANDRAIL PER R311.7,8,34•-38•ABOVE co I N I Q NOSING.36'HIGH GUARD RAIL ON _ '{J /// TYPICAL ANCHOR BOLT-R403.1.6 TOP OF CONCRETE WALL MAXIMUM SPACING:12'@ 72'O.C. ^ •. ;, \\\VVV V EMBEDMENT OF 7'WITH NUT 6 3'x3'WASHER. X10-0EGK-LEDGER 2 BOLTS PER PLATE AND HOLD AT LEAST 2�-0'x 1'}• SEE:DET_ON DWG 2 2 NE BOLTSBOLT-12°MAX AND 3AWHOLD AT LEAS - "•- _.__ _______ ,_ . ENDS OF PLATES. ' 20 �. - ----------------•--------------•-------- -- r2x6°DECK. i. TYP.CONC.FOUNDATION _.. : 3$'-$" - (2)ANCHOR BOLTS _' Up : JOI�S @ 16"I C IN EACH CS-PORTAL 1 ' �: F.DD.. n v .I . FRAME WALL ABOVE ' _ SECTION-SEE 1 :`� ; o: = ¢9w ANCHOR BOLT DETAIL DETAIL 30NPG2 ; :; �° w "0 0ZOl 7 �I 4 ' , SCALE:112'-V-0" '----------•------•------------'-'-"------•'-"-"-'-'•-Od - -- __ __ _ '_ Fzw aoa 3 D'-, p r :0° i Owx,ri I I hw Or 'w o ----r ' oo<m UNFIN.BASEMENT I m omw� �o {�'11 iv N IEXTERIOR 1Ly. o<0, •4'CASTAN-PLACE CONCRETE I ,� ww 'O II"•' -II' UGHT 1� Z¢ = SLAB INSTALLED IN w w \ :o° \ ABOVE ° O°w H ACCORDANCE WITH O O a m o o w it JI to u?NO SECTIONR506 I I LL a�j� N li a�w� w l iO w ty i o o TYPICAL INL FOOTING/COL �w �j� o z •O bj LLw¢� 30'x 30'x12'THICK m I M �Wwo 1 O o CART-IN-PLACE CONCRETE M I �II N -a 0 r — — — — — J •i TYP EXL WALL ,o I �Io cil O w COLUMN NG&4'DIASTEEL 'cO 4 +�.• - : ,N N,� ECK LATERAL HOLDOWNS UNEXCAVATED ___ - __- _ SIMPSON DTT2Z wl(8) TYP.FLOOR CONST. TYPICAL GARAGE SLAB ; :........ �; —� ( _ _ : $-1 f2_'X'LL718_LVL' \ 1/4'X 1-112'SDSSSCREWS 4'CASTAN-PLACE SLAB 11 __ _ 3- IZ"X 1_1_-7�$" y fit__ _ __ �_ __ _ ___'______._ �___ WITHIN 24'OF EACH END .O 5::::::::::::�::_I=-=�:::::::::__:�::_0::_L=.::__:::_7:=:0:=:��_.___ :_3._ --1____::::::: _ _ :___ SEE DETAILS ON DWG-2 _ ' (2)ANCHOR BOLTS W/fiXfi W4.0XW4.0 WWh1 - -� - --- - - ------ PITCH SLAB-114'FTTO ' - - -T O = : ' IN EACH CS-PORTAL ,.. __ -- __, 2 x6 P.T.SILL PLATE W7 MIN. ' ' 1 •' '� (IZ - ' RAlAE WALLABOVE GARAGE DOORS (V : e-c--ox TYPICAL ANCHOR BOLT-R403.1.6 ' N N N ' : SECTION-SEE N : : :_-• ••„ I ' eve_-v_ $'-0" 1_ MAXIMUM SPACING:12"@72"O.C. : DETAIL 30N PG T-1" 6'-$" 6'9/z" - -• EMBEDMENT OF T'WITH NUT B WASHER. ----'- ; 2 BOLTS PER PLATE AND HOLD AT LEAST ; 21'-10Yz" 6'-01/2" 3,/z", ----- OFF __ _ ONE BOLT-12"MAX AND 3-12'MIN ENDS OF PLATES. $; $" O I - - - 2x4 FRAME AROUND_ SHIELD 8 SILL SEALER TYP. AIRCASE'FROM FLOOR •��. w TO CEILING.TREATED SHOE TYR CONC.FOUNDATIO _ y m PLATE AND GYP.WALL BD INSIDE FACE OF WALL MIN. °w 0 O °z 0 r -- _ - ACH RAILINGS.HANDRAILS r ANCHOR BOLT DETAIL ILL°` `° 34'•38'ABOVE NOSING. -,----DROP TOP OF CONCRETE y 0°I_w O_ O to rc F w a! UNDER STAIR PROTECTION: LO w AS REQUIRED FOR o, z o z x o - - - SCALE:112"=1'-0' GARAGE DOOR,SEE PLAN ',o m w r O Ing� R302.71.2'GYP BD SHALL FOR GARAGE DOOR SIZE I w a ILL I - - - BEAPPLIED TO UNDER STAIR SURFACES. 0.69 0 x'w. I N UP O MAINTAIN REQUIRED SEPARATION C AS DISTANCE FROM ALL HEAT 4 _________________�_, ¢C0� RNA PRODUCING EQUIPMENT TO o0 __________________________________ z N ; N w°z I I S Iry DIRECT VENT FURNACE C MATERIAL R ' - w INSTALL IN COMPLIANCE MANUFACTURERS TSPECIFICATIONS _______________________________________________ ___________-___ ,. = o �F W/RESIDENTIAL.ENERGY AND LATEST MECHANICAL CODE. (2)ANCHOR BOLTS , . f'�-'¢.0 twi I I I 8 MECHANICAL CODE IN EACH CS-PORTAL 22-61/i' 6-rJ/z ' ' FRAMEWALLABOVE , .____ ______________________________________a______. _______'________.a _..._ SECTION-SEE p0 DETAIL 3 ON PG 2 y _ _ .___________________ _ __ ___- ________-_______ ______ ___? I8+DECK-LEDGER O --• SEE DET!ON DWG2 Y I SIM1IPSON DTT7Z WI(8)114 z 1.112'SDS SCREWS O I 40'-41/i" W;;� ALLOWABLE LOAD PER TIE:1,825 LBS NOT LESS THAN 4 LOCATIONS SPACED EQUALLY �p I (0(�V) ! AND TWO WITHIN 24'OF EACH END OF DECK SEE DET 11 PG 2 TYPICAL FOUNDATION -(9'-0" WALLS) _ — z•zXi6� PT cROER ' 3!----__` A __ '- ________ , -' IN ACCORDANCE WITH CHAPTER 4 r.. - --- _ .` --4 8"CAST-IN-PLACE WALL WITH OnR17nNTA1 RFRAR! PER TABLE R404.1.2(1) lYP OFC.K IWITINr GD INCHES ABOVE THE NOSE OF THE TREAD U11U rIrU J1UPPIFIY US Par NA I IVI MO I I+OF UL 114111 OR WALKING SURFACE. 12. Exterior Decks shall comply with R507. T 0'y?(V 9 Bo co TW30310-2 NM. r;l 11H f I,,;y TVJlfulin TWqn1lin 3-112"x 9-112'LVL I' 2-2X8 2-20 F.D. CON PAD 10 iV oo C 9 KITCHEN -------------- z c 0 GREAT ROOM ir W �j GARAGE z. Z DWELL..GARAGE ATION R302.5.1 OPENING cilk SFFAP. PROTECTION. 6-0 IN' BEARING WALL ABOVE ACCORDANCE TABLE R302,6 0 PROTECTION. Z. 7 WC C STEELDOOR, rn SEE D _JFOR TABLE jo,. 2. X X 'NUTE F.R. INSULATE WALLS C�) WEATHER STRIPPED& COMMON WITH h NG F CLOSING DEVICE. AREA.PROVIDE;HEAT Iz DETECTOR PERf314.2.1 MUD ROOM r S WOOD LANDING (2)1-3/4' 9-1/.%VLFL S Lo ON 6'-0' T-4' STAIRS& RAILINGSAS PER CODE -4%"_ 9 2'-6" FAN 14'-7" Pre-Fab/Factory Built Fireplaces ----- ------------------ ---------- V In accordance with chapter R-21 19 BATT 10,factory-built fireplace inserts shall INSULATION--", Z-0" 0 8 be UL listed and labeled and shall be f T-8Y21. n, e��) 218Y.- 3-1-314"x 9-lL4*L%�!_.FLUSH installed in accordance with the W z 22'-1" 6'-[)' conditions of the listing.Factory-Built a 5 5'12" 51/2" fireplaces shall be tested in accordance o o UL LISTED GAS With UL 127.Hearths shall be installed in I-AUNDRYROOM f < PRE-FAB FIREPLACE I GLASS""" 0 X accordance With the listing of thejj HEARTH EXTE..... 0 ASRE Fireplace&in accordance with NYS code PER All CHAPTERIC for Hearths&Hearth extension. IV] FAMILY zszlil' :P>_!� 0 EXTERIOR I replace shall be equipped with an ROOM Al Fireplace a 1 1 51-l" IZ-0" -01, exterior air supply.Exterior air ducts ------- 5y.� UPISR F shallbeLILlisted. Factory Built Chimneys 2-2XI0 24 shall be in accordance with chapter 1 141'. 1 10 Section RI 005 Factory Built Chimneys.. RIt TW30510 TW3051 0 TW2631 0 9 Bn 51/2' r" 2-2xB -3:211-0 2-2.11 2-2x8 GUARD RAIL NOTE: LLaCNN? . ..r I VVIjunlu I Ivv Diu Porches,balconles or raised floor d I surfaces located more than 30 Inches '14 above U- the floor or below shall have a telling not less than 36 Inches In height.Railings shall have Top Falls and II; eerVEREB in rs -- Baluste and Bottom rallsthatare uD NO MORE THAN 4 INCHES APART. EXCEPT.the traingular openings formed by the riser,tread and bottom rall of the Guard reflat the open side of a stairway 6X6 POST are premItted to be of such a size that a 6 Inch sphere cannot pass through. ----------- Ohen sides of stairs with a total rise of - --more than 30 Inches above the floor or 4'-0" 4'-0" grade below shall have guards not less I than 34 inches in height measured 5',4" 7-6" 1 T-6' T-2' 5'.4" verfic,allyfrom the nosing of the treads. 'Ic # -1c STAIR HANDRAIL NOTE: 29'-0" 40'-0" Provide H-drall...1l..t.n.sId. WINDOWS,EXTERIOR FRENCH&SLIDING DRS 1 112" :1 1/2" 1 1/2' :1 1/2" 1 112" 1 1/2' Cy 2, 2 2 ND FL. 3" 3. 2' 2" 3" 3' 3" Z 2' ....... .... 29'-B" 40'-0" :3' . :1 1/2" 3 1 1/2" 7 T-0"1 112" :1 1/2" : 10.-0l. DIN WASHER TEMP :2- SAFTEY GLASS —9tij—T�q364-1 C-2 — — — — — — — — — — — — I ST FL. 2-2x10 4"FAI 3- 2'1 2'.0" 6--0- 3" Bedroom#3 9-11'CLG HT 8,CO l_2X4PIATE-ONSLISFL:OOR-----1 31/, it.. 3 W 3 Bedroom#4 r-, 9-O'CLG HIT WALK-IN 4" TW21031 D-2 CLOSET To a New Suffolk County Approved Sanitary System R-21 BATT 72�2�XIO FS! INSULATION < 4'-G"KNEEWALL 11-0'KNEE WALL M PLUMBING RISER DIAGRAMo LIN FAN R-15 BATT CL 0 Not to Scale INSULATION V-6� 2A" III 2'A' 1.PIPING SHALL BE SUPPORTED INACCORDANCE WITH SECTION P2605 Ca,I 2.PIPING MATERIALS AND FTMNGS FOR WATER SUPPLY,WASTE AND VENTS D Q mu 81.0"CLG HT ------------ MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 Li I - — — — — — — — — — - s 61) Lu 5-1 ----------0,� N —structull Ridge(2)1-314"xii-718*LVIL z -—-—-—-—-—-—-—-—-—-—-—-—-—- ----- Ln;H ac, FAN ---------------------------- RECREATION --------15 ROOM HIT 28'-6%" or I. WALK-IN o' CLOSET Lj CO 4'-0'KNEE WALL R-15 BATT INSULATION 40. +1 2X4 PLATE ON SUBFLOOR L40;-j oi�) 13'-41/2' Bedroom#1 .2- F�T-13' 2--T 1.;1KI S Bedroom#2 n,ir 17-0-TRAY CLG N -O'CLG HIT FRAME OVER GA V — — — — — — - �7 2�4 d0l.ARfr1ES-@-- 9 c1d Is 2-2x8 2-2x8 -LW�1342 L —TM304-2 2-2X8 2-2,cll TEMP SAFTEY GLASS L — — —TV13(L46. . . —EGRESS TWJ046 _TW3046— — — rrrr..--,.O-PLATE HT 5'-4" 3..8. T-6" T-6" T-6" 31-611 -01. 22'-0" 29'-0" 40'-0" [N)l 915.3.3 Residential Buildings and dings With an Attached Motor Vehicle Related C00mcc`uaar`nay1BuiI _ u J ICE BARRIERS;SELF- O SELF-ADD HERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF CONTINUOUS RIDGE VENT NORMAL UNDERLAYMENT AND R902.3.2 COLLAR TIES EXTEND FROM THE LOWEST EDGES OF SHALL BE NAILED with 4.1 Od RIDGE BOARD ALL ROOF SURFACES TO A POINT NOT O BOX NAILS IN ACCORDANCE LESS THAN 24 INCHES INSIDE THE WITH FASTENING SCHEDULE EXTERIOR WALL LINE OF THE BUILDING. U) RAFTON ROOFS WITH SLOPE EQUAL OR GREATER JOINT CONNENG JOIST HEEL LL JOIMLONNELTON THAN 8112,THE ICE BARRIER SHALLALSO BE SHALL ENAJLED ACCORDANCE 12 2.4 cr®4e•op 12 APPLIED NOT LESS THAN 36'MEASURED ALONG O - - TOG TABLE IN ACCO THE ROOF SLOPE FROM THE EAVE EDGE OF THEWIT W Z (BEE DWG-1 FOR TABLE) \ $ 6 BUILDING ` (SEEVATH SIMPSOOR iWBL EACH U RAFTER TO STUD. Z= LOL RII \ Q j— r FAIN.1•AIR GAP UNINHABITABLE ATTIC BETWN INSULATION WITH LIMITED STORAGE ANDSHEATHING R-30 IS a INSULATION V J �" •uil)y,1 rt�t u i ( )_ I� (, .;vv 1� t.��( TWofPlate �_? R90252.1 LAPPED JOIST / I --- -- W Q LAPPED NOT LESS THAN 3'. ^ SHALLBENAILED16d ' (n (0 Do UJ WITH TABL Ra0z 52 ON DWG-7E - O Q T ELD o = F- o BATHROOM cLw osEr BEDROOM#2 6o O O o C7 Ct oo R-21 BATT a t.n m W INSULATION R-21 BATT INSULATION " -_ _col Subawr afplaro aE s��Bp gEao b p n INSULATION c8a g� .�5 IDG SR§oa Ro^p@z ROOF PLAN FAMILY BATHROOM q `3'��_ -g$ `A h 3s SCALE:3116"=V-0" ROOM KITCHEN m __o `g u u �� ga�eyP 12 4 � Kpoa"L 9gE��'�o E V'tc2 aSB�mS ------ T�plgfSubnap_ ) M77 r`3'me Em ae,o t Tp IFoundati_on_ CONTINUOUS RIDGE VENT STRUCTURAL RIDGE BEAM -30 eATT INSJLATION ADD STRAPPING PER DETAIL ON DWG 2 // > LVL Girder S ALL2 COLLAR TIER ADD SIMPSORUCTUN LSSU LRIDHANGER ' SHALL IL NAILED OR ANC TSTRUCTURALRIDGEBEAM R302.13 FIRE PROTECTION OF FLOORS: BOX NAILSACCORDANCE Z / TYPICAL EACH SIDE. THE RIDGE WITH FASTENING SCHEDULE /// BEAM AT EACH JOIST. PROVIDE 12.OVPSUM BOARD ON ENTIRE � N11022.3(R402.2.3)EAVE BAFFLE CEILING ABOVE BASEMENT ATTACHED FORAIR-PERMEABLE INSULATIONS IN VENTEDATTiCS, I TO THE UNDERSIDE OF THE JOISTS ; m A BAFFLE SHALL BE INSTALLED N11022-3(R402.23)EAVE BAFFLE 'UNFINISHED ADJACENT SOFFIT AND EAVE VENTS FORA1RPERMEABLE INSULATIONS IN VENTED ATTICS, BAFFLES SHALL MAINTAIN AN OPENING EQUAL ' ABAFFLE SHALL BE INSTALLED BASEMENT OR GREATER THAN THE S17EOF THE VENT. t / ADJACENTTOSOFFRANDEAVEVENTS. THEBAFFLESHALLEXTEND OVERTHETOP TYP.BASEMENT SLAB 4 BAFFLESSHAU.MAINTAINAN OPENING EQUAL �' OF THEATTIC INSULATION. TYPIrAL OR GREATER THAN THE SIZE OFTHE VENT. .` ROOF �� THE BAFFLE SHALL EXTEND OVER THE TOP •. ...• •. - •. ... .. ...' —p AIR BARRIER LNTALLED CONST, OFTHEATT.CINSULATION. AGAINST UNDERSIDE OF RAFTERS PER .30C BATT f R402 4 INSULATION SECTION -A RAFTERICEHJ GJOISTHEEL e / AIR BARRIER INTALLED JOINT CONNECTION ` R-30C BATT AGAINST UNDERSIDE SHALLBENAILED INSULATION OF RAFTERS PER SCALE- 1/4"- 11-0 ri ' TOGETHERIN ACCORDANCE R402.4 WITH FOR TABLE2.5.2TABLE) w R pM ATION w �� W VATH SIMPSON HZA AT EACH TYPICAL i RAFTER TO STUD. 4 FLOORLONST. § ?lam ToQMs Moor MAINHCUSE__- N Z I' f' ,�`�'�I�'����� ''11y,''''11ff '( Imo'�I,�y 1f '1 I'TYPICALT plsWnaar—_ _ '-� -- _ O to Fnscw ) O 28868(I",l IIWMIIN111(1111b UGM111(JdtlUOC8A,4 r �rs,40'VA V�66661 6u16686,1111 Tpgp/Plufp_ _ ___ TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION �Nt W coNsr. 314"Plywood Span Rated Subfloor, N N Lii TAP.E Class AAsphalt Roof Shingles w! xr. / WALL 5/B•FIRE RATED GYP BD Glued and Nailed in CONST. ON GARAGE CEILING R41 BAIT fasteners per manufacturer's specification Q INSULATION _ INSULATION SCHEDULE accordance With the fastener schedule. and 2020 NYS RESI CODE. R3025.1 OPENING PROTECTION. shall comply With 2020 NYS ECCC Floor joists and Bridging as per Code. IIII������.4ttl""""''''IIII —13E Ice&Water barrier as per section R905.1.2 INSULATED SOLD LORE STEEL _ f`.I, DWELLING GARAGE R-21 GATT B Res-cheric DOOR,204lMJTE FIRE RATED. ('-}(. SEPARATION IN INSULATION (Note:Double underiayment is required TYPICAL FOUNDATION CONSTRUCTION WEATHER STRIPPED - ACCORDANCE Wmi THERMAL ENVELOPE SPEGFCATIONS for Roof slopes between 2 on 12 and 4 on 12) z IVI SELF CLOSING DEVICE. - TABLE R3026 FLAT CEILING INSULATION: R-30 ban in ceiling joists Framing As per plans with 1/2"exterior grade in accordance with chapter 4 PROTAOE:HEAT 3000 psi Air Entrained Cast-in-place concrete VAULTED CEILING INSULATION: R-21 ball in 2XB rafters span rated sWctural plywood Sheathing, U¢te 4 � DETECTOR PER R3142.1 _ ABOVE GRADE EXTERIOR WALL:R-21 batt in 2x6 wood studs Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per r h WALLS COMMON WITH GARAGE:R-21 ball in 2x6 wood surds In R403.refer to Foundation Plan for footing size& Schedules&Strapping • 2ND FLOOR RIM JOIST:R-21 pp g per detail sheet(s)' thickness. - r� TYR..GARAGE SLAB Tap of Fowdetion 1 ST FLOOR BAND JOIST:R-30 Flashing per R905.2.8 —'—----—-- ATTIC WALLS:R-13 batt in 2x4 wood studs DamproOfngg per R406.2-2x6 approved - - -• - - - - WINDOWSISKYLIGHTS:U:s 0.30,SHGC:s 0.30 TYPICAL SOFFIT CONSTRUCTION. Veated Sill totes,Sill Seal And Termite shield per FIW N FOUNDATION WALLS:Intedar R-11 draped batt Section R318.Anchor bolts per Foundation Plan o, >; >' 8"overhangs-typical ATTIC STAIR ACCESS HATCH: and R403.1.6 Cover.;! foam board R-30 foam board or equivalent 6"azek fascia&6"azek rake boards. ^, B.-of I, Metal drip edge per R905.2.8.5 Q U E FopunB - OTHER SPECIFICATIONS Fully Vented Vinyl Soffits INTERIOR WALL FINISH t°7 W ? 36•below INFILTRATION(BLOWER DOOR):s 3 air changes per hour Provide 1/2'Gypsum Wall Board on ceilings and walls <Z o G.aae Nammum SECTION - B DUCT LEAKAGE:s 4%leakage for ducts outside of thermal envelope except basement Walls&olgs-unless noted. Min 1/2" a`T vT rd TYPICAL Fir Wood S WALL LIGHTING:100%high efficiency lighting(GEC's or LEDs) Moisture Resistant Wall Board on Ceiling and all walls v•��� APPLIANCES:All appliances must be Energy Star certified 2X6 Doug-Fit Wood Studs @ 16"oC. W 9 o 1n_ 1 11 Double to Plate and Single Sole Plate. in Bathrooms(humid areas)and 5/8°cement board on •p o0 oo•o SCALE: 1/4 1 -� p g walls and ceilings in wet areas.Provide 5/8'Fire Rated U•- c o._ 'If pad or the entire attic will bedecked Over With plywood, 1/2"exterior Grade-Span Rated O � x;o � the ceiling joists must be deep enough in order to fit the Continuous Structural OSB Sheathing. - gypsum wall Board on walls and ceiling located as per o rd r batt insulation so that it is not compressed.If not then Fastened per Fastener schedule. code,manufacturers requirements and drawings. (� u1?.n a Gig Jsfs will have to be built up or upgraded to the next size. tyvec House Wrap or equal. O R403.6 Mechanical venblation shall be provided that Hardie Plank Siding or Cedar shingle meets the requirements olsection M1507 as per clients selection ins lied per manuf specs and Lode. R403.7 Heatina and rnnlinn enuinmenl shall he ti oa :,r1C D T S � w VENTS: _J P3103.1 ROOF EXTENSION O OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE �"— ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: 0 WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F U) OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS u- THAN 3"IN DIAMETER. ANY INCREASE 0 IN SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. W Z U 'S Z„ � = O 3" 2 0 Q (n 1 1/2" 1 1/2" M }' W <C Z 2- 7 Of _ 0f'— C — BASEMENT 69'-0" W Q --� CD 0 211 Q `o � 4" FAI IJI-1 OUTSIDE BASEMENT ENTRANCE —T `C 1 114, 8"CONCRETE WALL ON MIN 16"X 8" 1 Q Cp 311 3" FOOTING WITH 4"CONCRETE LANDING& 0 O � CO 4"DRAIN TO DRYWELL,CONCRETE STAIR �j MEETING R311.7-STAIRWAYS. 0 t Co HANDRAIL PER R311.7.8, 34"-38"ABOVE m � 411 NOSING. 36"HIGH GUARD RAIL ON -� TOP OF CONCRETE WALL. to CONNECT TO THE EXISTING ' SUFFOLK COUNTY DEPT. 2'4'x V-4" o o 1.N OF HEALTH APPROVED -- -- -- - - - o In SANITARY SYSTEM 0' I I I I �V 4 p tOj C y C I I I I I I .D C C t` O. tU C (0 UP -$ y °w �Ow o F.D. M a EGRESS `o� ° ° N � oo Z DOOR �' �� ��' c� y� "Y 0-is 0 PLUMBING RISER DIAGRAM '=y ° 3 Lo C N > I 1 I I I I d V Y Y� I I I I d fn 2 C O A C C 3 C y� o c 3 C '0 r �, C N N to 2 U, 01 I I I �.r C i`� O OLD � 8�_ NOT TO SCALE 2 cc LECtfl NtU� o- '3OE 7 G 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 c 39'-6" r p c d c m vi c 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS - _ Z= E B o cn MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 \ o 2 b z c� ¢y c�i C� o C� c to ° 84o i O =,a � L'C IU O O F" U to M O' f— to E G C O d FAN RECREATION ® ROOM FINISHED CLG HT:8'-9" Floor System N I I I I 1 I I II __ _I ------------ --- ------------- ---'---•---' --- ------ I---•---�------------ -- --J- I -� -- ' --------------_I_ I --- e c I I I i I I I I I ill 1 - 1- I M co TOP OF 1/2"Gyp.Bd Clg. CONC MIN CLG HEIGHT. 7'-0" ``I c III Ground slopes =id nl away from wall @ 5% STORAGE - --- 2x4 FRAME AROUND FINISHED CLG HT:8'-9" ___ ___ STAIRCASE FROM FLOOR TO CEILING. TREATED SHOE Fire-Blocking,continuous @ ceiling level --- --- PLATE AND GYP.WALL BD and horizontally at intervals not exceeding 10'-7'/," 15'-8Y," --- --- INSIDE FACE OF WALL MIN. Y 10 feet o.c. -----ATTACH RAILINGS.HANDRAILS Damproofing IRC R302.11 thru R302.12 --- --- 34"-38"ABOVE NOSING. x GAS ___ UNDER STAIR PROTECTION: N FW- w concrete foundation wall DIRECT VENT FURNACE FURNACE R302.7 1.2"GYP BD SHALL O --- --- BE APPLIED TO UNDER 7ZI INSTALL IN COMPLIANCE Z Treated wood stud framing 16 oc max W/RESIDENTIAL,ENERGY O -------- STAIR SURFACES. N Cn &MECHANICAL CODE non-bearing top and bottom plates UP 0 �j Q ZO OR 3-1/2"metal studs @ 16"oc LLI R ti 0 1/2"air space S a w Q 0 3-1/2"R-13 un-faced batt Insulation C b� 1/2"moisture resistant wall board vapor semi-permeable latex paint finish 4"concrete slab with carpet/the floor In bathroom TOP 69'-0" OF SLAB H 9'-0" FOUNDATION WALL HEIGHT KEY W [—"+ oj � FINISHED BASEMENT PLAN a O Smoke Detector SCALE: 1/4" - 1'-0" U �' Carbon Monoxide Detector EXISTING FDN WALL w TYPICAL FINISHED WALL @ BASEMENT CO FIRE BLOCKING SHALL BE INSTALLED Refer to DWG-1 General Notes U IN ACCORDANCE WITH R302.11 H SCALE: 1/2" = 1'-0" In accordance with Section 915 of the THRU R302.11.2AND DRAFTSTOPPING FDN WALL WITH 2X4 STUDS @ 16" O.C. 2020 IFC, R314, R315 of the Residential PER R302.12 THRU R302A2.1 3-1/2" BAT INSULATION code of NYS 1/2" GYP BD °O -� SMOKE AND CARBON MONOXIDE ALARMS FOR O U AREA SCHEDULE 03 REPAIRS.ALTERATIONS AND ADDITIONS: NAME AREA In accordance with Appendix J When repair work,alterations,interior alterations Area 12 1120.2 sq ft. INTERIOR FRAME WALLS O and additions requiring a permit occur, 2X4 and or 2x6 WOOD STUDS AT 16" O.C. v the dwelling shall be provided with smoke alarms f0 ARmy and Carbon Monoxide Alarms located as required 1/2" GYPSUM BOARD EACH SIDE for NEW DWELLINGS and shall be interconnected and hard wired. N � ow 0 •ti:�AI•. ' f R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THIS CODE TO PLUMBING NOTE: `f +' BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A ALL PLUMBING SYSTEMS SHALL BE 'Y2-INCH GYPSUM WALLBOARD MEMBRANE, INSTALLED IN ACCORDANCE WITH .. %-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. ? v PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, ELECTRICAL NOTE: �. LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS,DRAINAGE, ALL ELECTRICAL EQUIPMENT C PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED Q IN ACCORDANCE WITH PART VIII-ELECTIRCAL EXCEPTIONS: OF THE NYS CODE. A MINIMUM OF 75%PF J PERMANENTLY INSTALLED FIXTURES O 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BYAN MUST HAVE HIGH-EFFICACY LAMPS. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA 130,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL FOR STORAGE OR FUEL-FIRED APPLIANCES. BE INSTALLED IN ACCORDANCE WITH PART V&VI OF THE RC OF NYS. O 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER ACCA SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS �/� 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" UL 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG R303.4 MECHANICAL VENTILATION. O THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED DWELLING UNIT SHALL BE PROVIDED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. WITH WHOLE HOUSE MECHANICAL W 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 v OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. z O 69'-0 W" ~ ~ � Q U) IL- 29'-011 40'-0" W Q z 0 Q D - W _I U 24'-011 8'-0" rn OQ = cc o "00 � 16'-011 O o co 1 = - � C � M O CO TYP Exr.WALL DECK LATERAL NTERALz OL8owNs 1- 0 2 - 2x8 P.T. GIRDER I � Lo - OUTSIDE BASEMENT ENTRANCE I 14"Dia DECK FOOTING Y 8"CONCRETE WALL ON MIN 16"X 8" 1/4"X 1-1/2"SDSSSCREWS WITHIN 24"OF EACH END I U SEE DETAIL ON DWG-2 y FOOTING WITH 4"CONCRETE LANDING& SEE DETAILS ON DWG-2 _ LL1 E o SILL PLATE 4"DRAIN TO DRYWELL,CONCRETE STAIR p Q o o `� E W MEETING R311.7-STAIRWAYS. ' CO U) rnf ` o o Lo - HANDRAIL PER R311.7.8, 34"-38"ABOVE X ~ _ aJ c s °� m 2 ° c;a...� D :5 •,•-. L to N O..-. Z Q NOSING. 36"HIGH GUARD RAIL ON I N I S�l- S �r e'� p� C3'€ ` c TYPICAL ANCHOR BOLT -R403.1.6 I TOP OF CONCRETE WALL. 0 MAXIMUM SPACING: 1/2"@ 72"O.C. ^ ° - O $ c rn c ` EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. I ., .p C C it a a) 7 C N o a� o0 C � o o a� t f$ Inrn to °a O - - 2 BOLTS PER PLATE AND HOLD AT LEAST - -------------------------------------------------- -------- --------- - 1 2X10 DECK LEDGER �/ ` 2'_p'�x 1'-4" SEE DET. ON DWG 2 1 �1 a "'0 0 0 °' c°�° -cmi o ONE BOLT-12"MAX AND 3-1/2"MIN OFF -------------- - ------------ ------------------------------------------------------------------t- ,"'� c a rnvY » izvY2 0 In TES rr- 1� i a � co3 � 20'E aa) ' ENDS OF PLATES. c TYP.CONC.FOUNDATION -- -- - -- -- -- -- --------------------------------------------------- ------�� -------- --- ----------------- ------------- -----i �i; pl nv1/ c 6 8 4)i , m rn -T- 2x6DECK / o° sa�� = a��w= (2)ANCHOR BOLTS I m m s N �'w 1 1 1 1 I 38-8 JOISTS @ 16 oc w a 'm—0 .2 I I I I I I I „ E m �O IN EACH CS-PORTAL I I - I UP I Ir D FRAME WALLABOVE i i i i F D i i U i i l o o'�-0 .vim. c a> �°� a�i ANCHOR BOLT DETAIL SECTION-SEE �r • p ' "' ' O WzW C L�'w- m rco = E m o a DETAIL i i i i _ i i 0 Cfl OwSuj I I I rl'h� m N c ¢`Ln c c m 12 o ,LI1� ----------------------------------------- ------ -- ---- -- ---------- P �- OOU� W I- o m m a• F m E a� o a -�- ¢ L to �'a tc SCALE: 1/2"= 1'-0" W Q LL w .. '•f,;''i°' .', (.• i' I --------------------------------------------------------------- --- -- -' OZUF�--. , I yam+ O¢ZW I IWz �' u `I _J O¢<n UNFIN. BASEMENT V7 0 o W -,o U' ,11I N N i EXTERIOR LL ¢ 4" CAST-IN-PLACE CONCRETE "N I O I=g w LL _ V I-= I- ` LIGHT N Z Q Z= SLAB INSTALLED IN 0 , i Ew fp Q W \t, o 0 n- O m W F- ACCORDANCE WITH O O n m- O -X W ABOVE O O p F= �' SECTION R506 ' 00 O ( w m ; i N uwi V W U_ ,,y a.U' Lu x 4, I O L J W V W N O w I I N O O m ' ' �' r m Z U_ >- U) U_W i i 04 I I •i,' I I 1 W v Cc� W N>O o TYPICAL INT.FOOTING/COL I >z= ' ' ' ��CO z 30"x 30"x 12"THICK M co W W-1 I U o O W CAST-IN-PLACE CONCRETE O I O N o_a 0 I- _ _ T _ _ ; , O ; ; O M N j? FOOTING&4"DIA STEEL O LO I I TYP EXT.WALL I I O N o O- COLUMN O ' O •'f '- I I 1 I � IVO I I I I I I N N N I I ECK LATERAL HOLDOWNS UNEXCAVATED ; ; _ o --- e ' I SIMPSON DTT2Z w/ 8 TYPICAL GARAGE SLAB ; , \ , TYR FLOOR CONST. ------' a " -----, �a ---- I / n X----%g�� LV N 4" CAST-IN-PLACE SLAB ----____-- _ _ ----------- -- 3_�/2 _x 11.7/8_ �VL ____-_ `� _ _- --�-- -- ' -----------3.1 21-- 11-7 -- L --- -- ' ' 1/4"X1-1/2"SDSSSCREWS _1=__ _ =L_ _ _ _ _ , , I _f I WITHIN 24"OF EACH END M&MI I W/6X6 W4.0 X W4.0 WWM -------------�-- -- ------------;--- --- ------------;--- ---;-r----- - ;-- --_�__�_�� --;----------------;---l---r-------- ----, I SEE DETAILS ON DWG-2 (2)ANCHOR BOLTS -- O = IN EACH CS-PORTAL PITCH SLAB-1/4"FT TO00 -- t _11 , I I I I I I I I I I � ` J I , 2 2x6 P.T.SILL PLATE W/MIN. O GARAGE DOORS _I ; , , , - ' ' ' O -' i i RAMEWALLABOVE N I I I --- -- -- -- - --- _ •--Y --- M ------- TYPICALANCHOR BOLT -R403.1.6 ° . N N N SECTION-SEE N 8'_0t1 MAXIMUM SPACING: 1/2"@ 72"O.C. DETAIL 3 ON PG 2 EMBEDMENT OF 7' WITH NUT&WASHER. 1 11 1 11 1 " -is 7-1 6-8 6 9/ II ' 2 BOLTS PER PLATE AND HOLD AT LEAST 21'-10'�2' , , 6'-0'�2" 3��2 _Ju I ' ONE BOLT-12"M,AXAND 3-1/2"MIN OFF I 1 ENDS OF PLATES. 81' $" - --- SHIELD&SILL SEALER TYP. U I I I I 2x4 FRAME AROUND I I 0 O STAIRCASE FROM FLOOR ' ' W Cfl W TO CEILING. TREATED SHOE TYP.CONC.FOUNDATIO _ ; r' iri p --- --- , O PLATE AND GYP.WALL BD ' ' N Z O I z W ___ ___ INSIDE FACE OF WALL MIN. (V -' ; ; T O Z U = ACH RAILINGS.HANDRAILS ; O U) O .0 O¢m L --- '-- 34"-38"ABOVE NOSING. N Q ANCHOR BOLT DETAIL DROP TOP OF CONCRETE LO I 0�¢� O _-- --- d: W AS REQUIRED FOR ¢I-W r UNDER STAIR PROTECTION: L17 ' N �_ W SCALE: 1/2"= V-0" ; ; GARAGE DOOR,SEE PLAN i � L_ O m w I=- 00 El� R302.7 1.2"GYP BD SHALL i ; QFOR GARAGE DOOR SIZE ; ; NO U WO BE APPLIED TO UNDER Q W OW Z) W N OSTAIR SURFACES. I (nILL I-U)¢ ---- '^ I I O}m� L_ I 1 Lq O�w I U P O AS ; i D STANCE F OM ALL HEATMAINTAIN REQUIRED 0) O Ir�m z N '-RNACE ' ' PRODUCING EQUIPMENT TO 80 O I I _, � WNO0 1 � _I CV 'c)o c7 COMBUSTIBLE MATERIAL AS PER u-w¢ ( DIRECT VENT FURNACE M = S , INSTALL IN COMPLIANCE O ; MANUFACTURER'S SPECIFICATIONS FF� I I N �—Z I o O I- CO W/RESIDENTIAL,ENERGY I AND LATEST MECHANICAL CODE. (2)ANCHOR BOLTS _ a U p IN EACH CS-PORTAL 22-6'�z" 6'-5'/2' O ; I ( &MECHANICAL CODE FRAMEWALL ABOVE M I L-------------------------------------------1------- ------- ---------'------------------------------------ - SECTION-SEE _ _ DETAIL 3 ON PG 2 2X8 DECK LEDGER O •'. i I SEE DIET ON DWG 2 Y U I SIMPSON DTT2Z W/(8)1/4 x 1-1/2"SDS SCREWS 40'_4•'I/" W ALLOWABLE LOAD PER TIE:1,825 LEIS C 1 NOT LESS THAN 4 LOCATIONS SPACED EQUALLY Cfl I c0 (n I AND TWO WITHIN 24"OF EACH END OF DECK j' Q' {' I X I SEE DET 11 PG 2 `,/ -}---i i--- -----i -----� N O i-----� ---f W O TYPICAL FOUNDATION - 9'-0" WALLS ) I I - _ - _ ,- _ _ _ _ _ _ ,- 2-2x10 P.T.GIRDER , _ _ _ - — F 1r-1 ( ) 1 I J _ �`I.�.1—L _ yl y , , L L�-1-Imo— _ _ _ �I_1$1 J - L I I I� IN ACCORDANCE WITHCHAPTER4 - - - - - - - - - � 4-L >_ - - - - - - - - -' - --' - - - - - - - -I- '- - - - - - - - - - 4-LL - - - - - 8" CAST-IN-PLACE WALL WITH -----' ----- ----- ----- ----- ---- a °U HORIZONTAL REBAR: PER TABLE R404.1.2(1) Greater than 8 foot Wall Height: One#4 bar within P.DECK FOOTING CD SEE DETAIL ON DWG-2 /`-� x (V 12 inches of the top of wall and One#4 bar near 291-011 40'-011 J � y the third points in the wall story. TYPICAL ANCHOR BOLT -R403.1.6 VERTICAL REBAR: PER TABLE R404.1.2(8) MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH („ O #J @ 41 Inches On Center. ** NUT&3"SO WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST A M (� ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. 4' c�J 1. Walls 24 inches total length or shorter connecting offset braced wall �� K ..,,.+, W/ 3 - #4 REBARS CONT. panels shall be anchored to the foundation with not fewer than one anchor bolt r ,�r� L., d 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE located in the center third of the plate section and shall be attached to adjacent ' braced wall panels at comers as shown in Item 9 of Table R602.3(1). 9'-0" FOUNDATION WALL HEIGHT SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND w �_r TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP 2. Connection of walls12inchestotallengthorshorterconnecting FOUNDATION PLAN „i•;j'•.' : offset braced wall panels to the foundation without anchor bolts shall be permitted. l;i•',, FOOTINGS 1 V TO 2H. The wall shall be attached to adjacent braced wall panels at corners as shown inE- #�,'• Item 9 of Table R602.3(1). SCALE: 1/4" - 1 '-O" try ' CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet NOTE:GLAZING HAZARDOUS LOCATION:R308.4 the egress requirements of R310. INCLUDING BUT LIMITED TO THE FOLLOWING: 2. All windows shall meet Section R308 Glazing and SAFETY GLAZING(TEMP GLASS)IS REQUIRED R308.4 Hazardous locations. AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE 3. Windows were required shall meet the Window Fall L BOTTOM EDGE OF THE GLAZING IS LESS protection requirement R312.2. Q THAN 60 INCHES ABOVE A STANDING 4. Bathroom windows shall meet the hazardous J SURFACE AND DRAIN INLET. glazing requirements as per R308.4 O WET SURFACES:R308.4.5 69'-0" 5. Stairs, landings, railings & guards shall comply 3:GLAZING IN WALLS,ENCLOSURES CONTAINING WHIRLPOOL,BATH TUBS,SHOWERS, with R311 & R312 SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM 6. Outside lighting shall comply with RE 3803.3 EDGE OF THE GLASS IS LESS THAN 60" 29'-0" 40'-0" MEASURED VERTICALLYABOVE ANY STANDING OR 7. Stairway illumination shall comply with R303.67 t. . WALKING SURFACE SHALL BE CLASSIFIED AS and R303.8 PER TABLE R308.3.1(1)AND R308.3.1(2) 8. Fireblocking shall comply with R302.11 thru R302.11.2 U) x 19'-111, 8'-9„ 6,4„ 5,-O„ 9. Draftstopping shall conform to R302.12 thru R302.12.1 LL '•a ,, ;;',,: EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLYAND INASTRAIGHT LINE, 10. Flame spread and smoke-developed index for walls •:,.',;:'' FROM THE WATERS EDGE O and ceilings shall compy with R302.9 thru R302.9.4 z r: SAFETY GLAZING IS REQUIRED ADJACENT TO 11. Flame spread and smoke-developed index for W 4.� STAIRWAYS,LANDINGS, AND RAMPS WITHIN Insulation shall compy with R302.10 thru R302.10.5 (� ? 36 INCHES HORIZONTALLY OF WALKING SURFACE OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 11. Recessed lighting fixtures rated for z = t ;; TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN membrane penetration shall meet ASTM E 119 :',;'!,',•',;; ", EXPOSED SURFACE OF GLASS IS LESS THAN L1J L 60 INCHES ABOVE THE NOSE OF THE TREAD and Fire Stopping as per ASTM E814 or UL 1479 0 Q OR WALKING SURFACE. • ,: 12. Exterior Decks shall comply with R507. `AA' 81-011 1N`� z a, UJ Q J cn3� o oQ = ELO � _ � o bo 0 D � (0 � � ° =3 m00 TW30310-2 ti y I \ W O to 3-1/2"x 9-1/2"LVL 2-2x8 2-2x8 ` ' a� o fpo O m rn a) 00 m2 ao 45 N I yv oL L M a V O CONC N o "o PAD w toco yomod5o ` ' o o m' c wou ` CV 2ooa U Lf c C p N TJI 230-9.5'-Floor Joists C�16"oc 0 5 am, a ` mt o3t•N a• o cKITCHEN N c 38O o (D O I d + ENNt U) p ----- ----------------- I I ncc m o L ' oo ` "° = @t _ GREAT ROOM ol LO w�3wc[ I H~ I I I I th LO U N N U J I WQ U-1I ° ai '; 02Zc Q c� amo LLI ' W -----i a) c o.E m a)-a f0 0 Z GARAGE ' W �"' I toa-oo tco2o aNi N X ♦- U to m Q H a3 E 0.C O a rn a 3-1-3/4"x 9-1/4"LVL FLUSH Q DWELLING GARAGE F c9 R302.5.1 OPENING - S � L _ N SEPARATION IN z 6-0 io - - - - - - - - - - - - - ' d §- PROTECTION. , o N ACCORDANCE WITH ¢ °a INSULATED SOLID - iv co M BEARING WALL ABOVE m to A TABLE R302.6 ; o U z° " CORE STEEL DOOR, o M SEE DWG-1 FOR TABLE co o_ ►_~ \_ °xo INSULATE WALL °O LL W 20-MINUTE F.R. N WEATHER STRIPPED& rn I COMMON WITH FINING y U_ W LL SELF CLOSING DEVICE. " 3 AREA. PROVIDE:HEAT 5 Z 0 16'-111 4'-3'/z 1 DETECTOR PER�R314.2.1 Z z MUD ROOM c TJI 230-9.5"-Floor Joists 0-16"oc ' �Q - `o WOOD LANDING `o - rL rn O O (2)1-3/4"x 9-1/2"LVL FLUSH --- �i ~ C7 2'-4' 2'-G _ &STAIRS& - --- ---------------- 4 � � - - - - - - - RAILINGSAS o 0 ? ¢ 2'_6" FAN o 3'/° --- z ch o r cn P�_ 4'-1" _$_-41z'__ PER CODE N 14-7 Pre-Fab/ Factory Built Fireplaces N N co � G -'►-J ® N z N - ---- ----- -----------------, ¢ o W / In accordance with chapter ~ co U o R-21 BATT 2._0„ --------- 10, J ° „ i factory-built fireplace inserts shall � W INSULATION 8-o be UL listed and labeled and shall be ; w O -0 2 8� ¢ 3-1-3/4"x 9-1/4"LVL FLUSH in accordance with the z 22'-1° 6'-0° ° ° ------ - _ - - - - - _ - - - _ - -- installed conditions of the listing. Factory-Built Q - fireplaces shall be tested in accordance o 5 2 i 5/" 5/z' o------- ULLISTEDGAS ° ° with UL 127. Hearths shall be installed in ; LAUNDRY ROOM o = Q PRE-FAB FIREPLACE ❑O N O 1• cn GLASS DOORS & ° ° accordance with the listing of the � x a y,l N I to - ° HEARTH EXTENSION Fireplace & In accordance with NYS code M ' I I I AS PER RESIDENTAIL r- O I I I --------- I CODE-CHAPTER 10 for Hearths & Hearth extension. I FAMILY _ _ VENT TO EXTERIOR o • All Fireplace shall be equipped with an I 11 1, - ROOM o w 5-1 I 12-0 5'-0" CV g I I o orn F- exteriorairsupply. Exterior air ducts _ ___ ________ ________, , „ o I I x ( � - O shall be UL listed. Factory Built Chimneys - -N 5� �, I I C° UP 15R x�- 04 z 2-2x10 2- x10 J-2x10 °' ,shall be in accordance with chapter N LOM I I v I M N o 10 Section R1005 Factory Built Chimneys. I I °, I v - N U w TW30510 TW30510 _ TW26310 15'-111 ~ Q W Q N /1 1 „ c j 5/z 2-2x8 2-2x8 c I 2-2x8 2-2x8 LL V 3-2x10 , GUARD RAIL NOTE: , EGRESS o Porches,balconies or raised floor e surfaces located more than 30 inches •- .- above the floor or grade below shall ICI '''•'''; have a railing not less than 36 inches in height. Railings shall have Top rails and cn cn O Balusters and Bottom rails that are � NO MORE THAN 4 INCHES APART. -, EXCEPT:the traingular openings formed H by the riser,tread and bottom rail of the Guard rail at the open side of a stairway 6X6 POST LJ are premitted to be of such a size that a 6 inch sphere cannot pass through. --------------------- -------------- Open ---- ----------- W ,� N sides of stairs with a total rise ofE--•t 3 more than 30 inches above the floor or 4'-0" 4'41 grade below shall have guards not less �I U than 34 inches in height measured `VVtA 5.4 7-2 7-6 7-6 7-2 5-4 vertically from the nosing of the treads. W U OU STAIR HANDRAIL NOTE: 291-011 401-011 �' Cd Provide Handrail on at least one side WINDOWS EXTERIOR FRENCH & SLIDING DRS A $ �' ' of each continuous run of treads or flight ;� Plans indicates ANDERSEN series 400 Tilit Wash S Smoke Detector o •� with FOUR OR MORE RISERS. O 4 Handrail Height measured above Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9' - PLATE HEIGHT GUARDS R312.1 ® � stair tread nosing,shall not be less than To be designed & installed as per manufacturers Co Refer to DWG-1 General Notes o d M 34 inches and not more than 38 inches. specification for 140 ultimate design wind speed GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF �p All Handrails shall be continuous the full In accordance with Section 915 of the 1 ST FLOOR PLAN OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, and Table 301.2 2 , 301.2 3 O length of the stair from a point directly � � � � 2020 IFC, R314, R315 of the Residential RAMPS AND LANDINGS,THAT ARE LOCATED MORE above the top riser of a flight to a point Provide HP LOW-E4 glass; U = .30, SHGC = .30 11 t I I THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR U directly above the lowest riser of the flight. EGRESS: Shall meet R 310 code of NYS SCALE: 114 � , -O OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES Handrails adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. space of not be less than 1-1/2 inches INSECT SCREENING SHALL NOT BE between the wall and the handrail. SUbSfItUtIOr1S made Upon meeting Code. With an Attached Motor Vehicle Related Occupancy AREA SCHEDULE. CONSIDERED AS A GUARD. see code for exceptions.Refer to See page one, general notes for additional Carbon monoxide detection shall be installed in a central or otherwise approved Code for grip size specifications. code requirements. location in each occupiable space in a commercial building and within 10 feet of NAME AREA HANDRAILS R311.7.8 the entrance to sleeping areas and sleeping units in residential buildings FIRST FLOORAREA 1424.0 s ft. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE and commercial buildings that: q SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. GARAGE AREA 541.0 sq ft. ' 1. Have a communicating opening with an attached motor vehicle related occupancy, rT7� 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. • t a PL UMBER C,ERTIFICA TIOA AAPROIED AS NOTED ON LEAD CONTEdf'BEFOR. DATa�g.p.# 5 ERTIFICATEOFOC�UPAMc. FEE: e, IIBY: SOLDER USED IN.WATER NOTIFY BUILDING DEPARTMENT AT SUPPL 1'SYSTEM CANNOT 765-1802 8 AM TO 4 PM FOR THE EXCEED 2110 OF 1%LEAD. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION r,', 4. FINAL - CONSTRUC 7 ION MUST -PLCIM iN-G.. BE COMPLETE E '.ALL PLUMBING WATEE ALL CONSTRUCTION SHALL MEET THE WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW { ((xPgFORE.COVERING YORK STATE. NOT RESPONSIBLE FOR _. DESIGN OR CONSTRUCTION ERRORS. cLECTRICAL +NSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PL,ADARDING REQUIRED AS REQUIRED AND CONDITIONS OF 7P.01 D Mn AjIN'7M Opn�J%BOARD QED T6VVN-TRUSTEES DQ'NOT-PROC,EE�.WUITH : FRAMING UNTI.SURVEW N. OF FOUND ATION LOCATION HAS BEEN APPROVED. Must provide Manuals OCCUPANCY OR D, J and S as per USE IS--UNLAWFUL NYS Energy code WITHOUT CERTIFICI Blower door OF OCCUPANCY and ductwork testing required. ;STAIN STORM WATER RUNOFF~ All exterior lighting .)IJRSUANT TO CHAPTER 236 installed,replaced or )F THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code - Standard N.Y.B.T.U.Form 8002-Bargain and Sate Deed,with Covenant against Grantor's Acts-Uniform Acknowledgment. Form 3290 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the day of August,2022 BETWEEN: Joan Colavito,as surviving tenant by the entirety,residing at 198 Derby Street,E.Williston,NY 11596 party of the first part,and 530 Hiawatha LLC,with offices at 112 Green Street,S.Jamesport,NY 11970 party of the second part, WITNESSETH,that the party of the first part, in consideration of ten dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot piece or parcel of land,situate,lying and being at"Laughing Water,Southold,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at the comer formed by the intersection of the southerly side of Hiawatha's Path with the westerly side of Wabasso Street; RUNNING THENCE along the westerly side of Wabasso Street South 5 degrees 45 minutes East 133.00 feet to land of Theodore Kwasnik; THENCE along land of Theodore Kwasnik the following three courses and distances: 1) South 84 degrees 21 minutes West 110.00 feet; 2) North 5 degrees 45 minutes West 24.37 feet; 3) South 84 degrees 21 minutes West 110.00 feet to the easterly side of Nokomis Road; THENCE along the easterly side of Nokomis Road North 5 degrees 45 minutes West 125.00 feet to the southerly side of Hiawatha's Path; THENCE along the southerly side of Hiawatha's Path the following two courses and distances: 1) South 85 degrees 50 minutes East 96.00 feet; 2) North 84 degrees 21 minutes East 125.43 feet to the point of BEGINNING. Being the same premises conveyed to the grantor herein and Michael F. Colavito, now deceased, by deed dated 4121/99 and recorded 10/29/99 in the Suffolk County Clerk's Office in Liber 11997 Page 842. Michael F.Colavito died a resident of Nassau County on 1116/2002. Said premises being known as 530 Hiawatha's Path,Southold,NY 11971 TOGETHER with all right,title and interest, if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word'party"shall be construed as if it read"parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. JOAN COLAVITO Standard N.Y.B.T.U.Form 8002-Bargain and Sate Deed,with Covenant against Grantor's Acts-Uniform Acknowledgment Form 3290 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE i State of New York,County of 10554L] ss: State of New York,County of ss: On the 3fd day of August in the year 2022 On the day of in the year Before me,the undersigned,personally appeared Before me,the undersigned,personally appeared Joan Colavito Personally known to me or proved to me on the basis of Personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are) satisfactory evidence to be the individual(s)whose name(s)is(are) subscribeddo the within instrument and acknowledged to me that subscribed to the within instrument and acknowledged to me that he/she/the`4executed the same in his/hedtheir capaddyVes),and he/she/they executed the same in his/herflheir capacity(ies), and thag bolls/her/their signature(s) on the instrument, the that by his/her/their signature(s) on the instrument, the indeliduaasl or the on upon behalf of which the-individual(s) individual(s),or the person upon behalf of which the individual(s) �ctige (jted th t nt. acted,executed the instrument. z r eo %natu office of individual"t,14�r t is $wledd t}ork (signature and office of individual taking acknowledgment) uao" k W N r•d w Qualified in Queens County 2°c.a o My Commission Expires June 10,2023 < od o-az_£ g TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE Stag°(or Di U rct of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capaaty(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) DISTRICT 1000 SECTION 078.00 BARGAIN AND SALE DEED BLOCK 03.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 027.000 COUNTY Suffolk Title No.563-S-15576 ADDRESS 530 Hiawatha's Path Colavito Southold,NY 11971 to 630 Hiawatha LLC RETURN BY MAIL TO: Matthew Blank,Esq. 39 Casimer Road Middletown,NY 10941 z z n K 0 U W LL' LL O w ai 7 a 0 LL W U Q a w m i` rc W N W K , GENERAL_ CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201,7TRAPSIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS D� In combustible construction where there is usable space both above and below the concealed space FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Cade NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. 10 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. IllCheS Uninhabitable attics without storage NUMBER AND R DESCRIPTION SPACING AND Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without Shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING drawings WHETHER the are indicated on the Plans or NOT. until the first floor framing is in lace or brace the foundation Habitable attics&attics served with fixed stair 30 10 9 Y g ' P Bidet 1-14 Balconies exterior and decks 4-8d BOX (2-1/2")OR Additions,Alterations I& Renovations:shall conform with Appendix J Clothes washer standpipe 2 (exterior) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL pp 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over s--aled dimensions Floor drain 2 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHEDTO PARALLEL 4-1Od BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two trap S with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ° Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d Box 3" OR � g g Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Q shall be installed in accordance under latest State approved Building Codes. Lavatory - Rooms other than sleeping rooms 40 10 PP g 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND -1 All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) I OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Stairs 40 20 = - 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: 7 4-16d OR Roof ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL �- 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 20 20 of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 3-16d BOX OR 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 m u to 25.8 m 3 ALLOWABLE DEFELECTION OF ALLOWABLE O disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 gpm p gpm STRUCTURAL MEMBERS DEFLECTION WALL FRAMING 'n More than 25.8 gpm up to 55.6 gpm 4 16d COMMON vJ TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL LL. with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX O the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 1s"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. (3-1/z"x D.1s2") z Floors L/360 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration,addition, or conversion is made to an Existing Residence, TABLE R302,6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL ' 1 garage slabs and steos shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING - GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON `f All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL 7` = 0 R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-112") FACE NAIL ON EACH SIDE OF END W the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NCT LESS THAN THE INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d Box(3-1/2") JOIST(MIN OF SPLICE LENGTH Q Minimum field strrn ih of reinforcing steel shall be:40,0000 psi rode 40 , EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) _ Q^ Y 9 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL CL required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NCT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOARD L=span length,H=s an height OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL R404.1.2(9). - p g p g W Q All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Location of Reinforcement:The center of vertical reinforcement in foundation walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NCT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 Vertical reinforcement in basement walls shall be located RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL _ 24. WALL BRACING: Buildings shall be braced in accordance with NCT LESS THAN 1/2"INCH GYPSUM BOARD 2-i6d COMMON GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF N to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT W -� v End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON co 0 C M Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602,10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302,5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX = E co 1" BRACE TO EACH STUD AND PLATE FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 8 2-8d COMMON - I✓ I wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT = 0 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O 0 C.0 wall and One#4 bar near the third points in the wall story. Y SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 4-8d BOXL.L.. 0Cr) O P Y roof assembly to the foundation. NUMBER OF 16D COMMON NAILS 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-gd COMMON PER JOIST-TOE NAIL f1 m Do 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 VJ Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windbol-ne Debris protection 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels 2-1od Box o P 9 g 9 P 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST E•- Including but no limited to: Deck Framing, Posts, Headers, Girders& Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END o m N 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 0 U o.o 8. ALL EXTERIOR LUMBER Shall be ACQ re uirin the following: Fastener Panel Span Panel Span Panel Span a-1sd Box m �, °, 2 g g 9 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Type Less than or less than or less than or 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL LO E E L N m o o a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Yp 9: 12 16"O.C. 3 4 4 5 12 2`o c or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL � Z 0 0 6 f0 b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 a-iod BOX M ,3o "' o U -cc) C C .-. O 'y L c.) All Structural connectors i.e.Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index<-200 No 8 Wood screw o �, o `o o 0 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST 2 2•- o u v m"' Y shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON C Et 0 Y 0 T 2 E` o &attics shall have a flame spread index 5 25 2 inch embedment on center on center on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS d).05 N,0 3 s - a O c 3 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM a c -- c E m 3 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc'shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o o O m O °c °a`0�s J0,w installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: _ . a,N No 10 Wood screw 4-i6d BOX Co m•-•- Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having asmoke-developed index 5 450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL L-Z M y a 3 , „ 3-16d COMMON 0 c c a `o Micro-Lam Design Stress: E= 1.9, Fb=2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies H c / H r HEEL JOINT FACTOR L) C o a U o o E t based anchor with 16 inches 12 inches 9 inches d) o �w.0 , C (V 0 "Parallam PSL" Design Stress: E=2.0, Flo=2,900 psi, Fv= 290 psi &attics shall have asmoke-developed index 5 450 tested with ASTM E 84 or UL 723 2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JUST 2-10d BOX(3") OR L*-•° :m c ;_= E 2 u c a "Anthony Power Beams Design Stress; E= 2.1, Fb=3000 psi, Fv=300 psi on center EACH END, TOE NAIL ` D n M ` M Z � o U) 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 2-8d COMMON(2-1/2P) w.?.� a N M €m o n N (p U O L rn 1 / 4 1.33 WOO STRUCTURAL PANELS SUBFLOOR s o m a t c o a 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND ~ " °' 0 a- ~ `D E n•c a a each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18" a from valley SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION N NUMBER AND TYP z BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING O Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES (I) _ this section shall be posted near the electrical panel or water heater b the builder. TABLE 802.11 SUPPORTS GABLE END WALL FRAMING = opening of 5 square feet. P P y W j- c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) U) -0 B. Minimum net clear opening height shall be 24 inches. 30 3/8 - 1/2 8d COMMON R 6" SEE NOTE A 6" U C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than (ROOF) W O W .0 D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 31 19/32"_1„ 8d COMMON 6" SEE NOTE A 6" _J Z Z J � O from the inside of the room without use of keys or tools. SPACING SPAN ZD d.Where screws are attached to masonry or masonry/stucco,they shall be attached FEET WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED - 0 J z Q -� an emergency escape opening shall be provided for EACH sleeping room. 32 1-1/8 1-1/4 10d COMMON NAILS 6" 12" Q O i- 9 Y P P 9 P P• 9 130 140 W co Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = � U W E "II It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 1/2"STRUCTURAL CELLULOSIC P Y p <5:12 z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" (,� W I- 0 EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Ill test ASTM E 1996 z p g q g g Y ( g upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems new,existing or u raded 214 201 263 247 5/8"STRUCTURAL CELLULOSIC W n- Garage door glazed opening protection for wind bornedebds shall meet 16"O.C. 12 34 1-3/4"GALV.ROOFING NAIL 7" 7" J stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING (a 11. STAIR HANDRAIL: R:311.7.8 Provide Handrail on at least one side of each ANSI/ Areas within hurricane prone regims: (1). witthinhin 1 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1!2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater, 35 7 7 5/8" GYPSUM SHEATHING 1 3/4"GALV.ROOFING NAIL 7" 7" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight -.- 6" DIAMETER -► A. EXCEPTION; 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to I I Wood Structural panels with a minimum of thickness of inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail. see code for exceptions. Refer to Code for grip sizes specifications. cover the glazed openings with attachment hardware provided in the table below. MIN.WOOD WALL NAIL SPACING ""-��- MINIMUM NAIL MIN WOOD P 9 P P '��� STUD ONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL 'f "I", "II", "III", "IV", OR"V„ Attachments shall be provided in accordance with the ta51e as follows: NAIL SIZE PENETRATION STRUCTURAL 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD Lu above the floor or grade below shall have a railing not less than 36 inches f"" F- in height. Railings shall have Top rails and Balusters and Bottom rails that are /s' /` 16"O.C. 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 2410 7/16"OR 1/2" 16" O.C. 6" 12" O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE RED (2.5"x o113"} 91 PANTONE#187 N Z b the riser,tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" 1 6" O.C. 6" 12" Y � 9 P Y o � are permitted to be of such a size that a 6 inch sphere cannot pass through. (2.5"X 0131") Q Open sides of stairs with a total rise of more than 30 inches above the floor or ) t DESIGN CRITERIA TABLE 507.9.1.3(1) W grade below shall have guards not less than 34 inches in height measured ^"1 �' DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 N to J vertically from the nosing of the treads. REFLECTIVE Wind speed: 140 } > Q WHITE FIELD p JOIST SPAN Q LU U No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS ry U) 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS �• DETAIL <6' 6'1' TO 8 8'1"TO 10' loll"TO 12' THICKNESS opening is located LESS than 24 inches above the finished floor and GREATER Mean Roof Ht: 30 ft TO WOOD FRAMING P 9 - -� 7/16 min. structural plywood FRAMING SPACING NAILS SCREWS than 72 inches above the finished grade or other surface below on the exterior `` �tW Roof itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15" Panel Attached to p p p CEILING EITHER DIRECTION 16"O.C. of the building, the w ndow must be provided with a window opening control device ° &1/2"MAX. SHEATHING 1/2" 7" 12 5d COOLER NAILS DESIGNATION FOR STRUCTURAL Bld Len th er I that compiles with R:t12.2.2 Window Opening Control Devices. �� Frame in accordance g g p pan WALL EITHER DIRECTION 1s"o.c. 81, 1611 COMPONENTS THAT ARE OF 1/2 �j 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan &1/2"MAX. SHEATHING 36" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS Ono 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE bld aspect ratio: 3:1 WALL 7" 12" of the residential code g p EITHER DIRECTION 16"O.C. accordance with R302.11 thru R302,11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR installed per R302.12:thru R302.12.1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) GARAGE CEILING 'l ROOF FRAMING 1/2"DIA.LAG SCREW 5/8" BENEATH PERPENDICULAR 16"O.C. 6" 6° ESCREWS SHALL COMPLY WITH QUIVALANT DRYWALL S Fireblocking materials R302.11.1 shall be as follows: & 1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 1. Two-inch nominal lumber "FIR" FLOOR AND ROOF FRAMING M'iTs� 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT 1 DIA.THRU BOLT 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & /2"MAX. SHEATHING with the 10 foot horizontal fireblocking in walls constructed using parallel LEDGERS SHALL BE FLASHED N rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 -�- , � '` t....-M�. ''--' all, 4, cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) E '� I`s-:. �' i r t pi UL 263, for the specific applications Applicant shall provide engineered wood placard [ AU t on or adjacent to electrical meter box for field inspection. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL Cc t` ' OF FOUNDATION MATERIALS Residential structures with Truss type construction, SHUTTER DETAIL M I. Pre-Engineered Wood Construction And/or Timber Construction t� tVC`p rn CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration �.I.�( 10 1 Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel U C) Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. E N 4 Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection ® -0 c� Sand, silty sand, clayey sand, silty gravel and clayey gravel A.1cz (SW, SP, SM, SC, GM and GC) 2,000 psf ` Clay, sandy clay, silt/clay, clayey silt,silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psf a.When soil tests are required by Section R401 A, WIND DESIGN SUBJECT TO DAMAGE FROM y•� the allowable bearing capacities of the soil shall be part of the recommendations. 0 WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE ' b.Where in-place soils with an allowable bearingcapacity of less than 1,500 psf (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP +q ty LOAD REGION ZONE CATAGORY DEPTH are likely to be present at the site, the allowable bearing capacity shall be �` s�,, 019JA���-�Q determined by a soils investigation. F0 LBS 140 F, NO NO NO g SEVERE 3,_0„ MODERATE 11 YES NO 1500 or less 52.1 TO HEAVY M. In accordance with Section R301,2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS 0", R Basic wind speed for risk catagory 11 from ASCE 7-17 Figure 26.5-1 B Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS t Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED _.rn ° m ° E1.1 t" _I fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° ° ° Min.3"x 11-114"net header Header ° ° ° ° ° / 6-16d sinker nails METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° - - ^I-' - - - •�• PER TABLE R602.3(3) FASTENERS 6" OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG ° shall occur at top of wall ° OF BRACED WALL PANEL fasten top plate to header with ,I 11 ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° Header shall be Top plate continuity is ° ° ° two rows of 16d sinker nails @ 3"o.c. •I I•I I•I i' PER TABLE R602.3(1)OR R602.3(2) ° fastened to the required per R602.3.2 kin stud with \\ VARIES 8Y FASTENERS 2-16d NAILS EACH SIDE 6-16t sinker nails ° g Braced wall line continuously sheated Minimum 40001b header-to-jack-stud .I hI I.1 METHOD CS WSP: r ° .� with 1/2"wood 1 Fasten sheathing to header with 8d common nails in 3 In. rid AS PER TABLE R602.3 3 •�-�, ° � ° g g structural panels P opening •I I'I ( ) I pattern as shown and 3 in,o.c.in all framingstuds and sills ° opposite on both side of enin •I I I EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG x ° w ( ) o opposite side of sheathing WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS _ a) I° •I 0.131 X 2.5"LONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER rn o Minimum 40001b header-to-jack-stud strap ° ( ) BRACED WALL PANEL BRACED WALL PANEL C) �, on both side of opening opposite side of Panel splice —� •I AT 6"O.C.ON EDGE AND 12" O.C. m p•ce edges shall occur over ... ° I° sheathing ° and be nailed to common blockin• I: IN FIELD BRACED WALL PANEL ° o) °° ° BRACED WALL PANEL BRACED WALL PANEL X T, Min. Double 2x4 framing covered with minimum within the middle 24"of the portal9 ° ° ° BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL BRACED WALL PANEL 2 = o ° ° ° ° °I, 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c,nailing x I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG I. with 8d common nails @ 3"o.c.in all framing is required in each panel edge. i t— _ I'I F f0 r WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d @ 16"OC ALONG 3-16d @ 16"OC ALONG i (studs,blocking,and sills)typical if needed W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OCALONG 3 16d @ 16"OC EACH �° 2'to 18'(finished width) Min Double 2x4 or O BRACED WALL PANEL BLOCKING MEMEBER io Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural TABLE R602.3(1)FOR EXTERIOR WALL i per Table R602.10.5 .t1• _ _ _ J' SHEATHING J _ _ _ _ _ _ •h _ _ - 4; CONTINUOUS RIM OR p Min double 2 x post CONTINUOUS RIM OR panel sheathing 'I I'I END JOIST ° No.of •I II I•I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST I jack studs per •I o Min.(2)2x4 typ. Table R602.7(1&2) o ' LL OVER AND BE FASTENED TO COMMON STUDS. i ° O •I I,I I I I HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE ° -�_ ° Min. (2)1/2"Diameter anchors M installed per section R403.1,6 7 I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16" late washer L ,1 INTERIOR` I. AND BE FASTENED TO 1-1/2"x 5-1/2" P W I INTERIOR', I'I THICK COMMON BLOCKING ON THE FLAT FULL HEIGHT BLOCKING ,1 SPACING 1 1 I I I' AGAINST THE OUTSIDE SHEATHING CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .1 1*1 I•I I. 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL BRACED WALL PANEL = O •I I•I I•I I• 2 X BOTTOM PLATE W �— METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 _ Q,I II I•I I, •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) Attach Sheathing to vJ •I I I 1 1 I• FIGURE R602.10.8(2) g BRACED }- WALL PANEL CONNECTION WHEN - Band or Rim joist with nail sole plat Attach Sheathing nail sole late W Q z _ L _ _ _ _ _ _ BRACED WALL PANEL CONNECTION WHEN 8D common naals P EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an 1° to joist per Band or Rim joist wi to joist per PANEL JOINT------------ PERPENDICULAR TO FLOOR/CEILING Sub Floor nailing sched. at common niald nailing sched. _ .. Bottom p - /Rim Joist Q �-- Q FRAMING FRAMING °o o° at and o° o° ° Rim Joist Bottom per Plans — FASTENING REQUIREMENTS FOR ° ° ° ° ° nc Bolts sand W J m BRACED WALL PANEL AS PER ��Holdowns (n �j 0 d = � rn _ � TABL1= R602.3.(3) 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602 10.6.4 O � CEILING OR O� CO FLOOR JOIST /1_L_ �0 DIRECTIONSimpson 1-1/4" galy. x 20 gage L.L. v J ENDWALL—► H2AStud To Rafter ENDWALL Connector Were the distance is SIMPSON H2A coil strap with (5) 8d common N between 9-1/4"to 15-1/4" nails in each end at each rafter. N FLOOR AND CEILING JOISTS r- at each Rafter. With Typical Metal rovide blocking E•° A DIMENSIONAL LUMBER OR ENGINEERED Strapping WINDOW HDR g @ 5 8d x 1-1/2 nails in Rafter o o E N JOISTS-SEE PLANS - braced wall panels ( ) 4 Ft Perimeter V.o o•E N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES Em 0 A at Openings CV '� „ y m m `o n.- o r- a �•'a 4- E �° : N 'a o� Horizontallyattached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side -a mo n ID ,w a BLOCKING of Ridge to have a Simpson = o rf a o o plywood sheathing c c shall have Solid Blocking Schedule Dwg-1 TYPICAL @ all PI c �,• .. ` AT 48"OC Plywood Joints c" a ` �) -o O 2-BAYS IN LSSR skewable hanger. -0 CL U o._ a ` � P ` SIMPSON H2A 2 2 2 o- y Y BLOCKING 48 INCHES ON CENTER Solid blockingbetween at each Rafter. With c N � '�, = o Y @ 1-1/4" x 20 Gage Metal Coil -Z�.o 3 - � 3 o rafters attached to top (5) 8d x 1-1/2 nails in Rafter o o o L" ID a s Strap with (5)-8d common nails a plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate �•� W a� w SECTION A-A in each end. catch 'ack studs .E; _ `° ` Cn �w along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° L a` _ _ (n °'o o Corner Holdowns ° •�® 3" END WALL BLOCKING DETAIL Refer to plans N panel. and window or door Header. Less than ° ® ��;, ° ® 000a cmrri - a� Typical each side and ALL Gable End Wall ° r _= E o for locations CO o t ` windows and doors. to 12" = o =� _ _ CO o = if required Or E Ual ' E 2'- `� E L "v c v c FOR FLOOR AND CEILING BRACINGC a) RIM JOIST BLOCKING BETWEEN RAFTERS CcD BRACED WALL PANELS 6 tn cz o- I- co E a._ o 8. NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS z BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R602 3(1) U� O IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS -R602.4.6 LLI = A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING I.- PER NAILING SCHEDULE. PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. � 1.- 4 5 N.T.S. 6 LOCATED IN THE UPPER THIRD W O W C WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 7 8 OF THE ATTIC SPACE AND,ATTACHED _J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. aJ TO THE RAFTERS WITH 4-8D NAILS � z z _� 0 EACH END Q .J z Q N CONTINUOUS FLASHING CU 2X LEDGER; MUST BE ONE SIZE _ O EXTENDED P.T. W C -� PAST JOIST HANGER GREATER THAN DECK JOIST AND V UWJ NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED CUT UJ LL d FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND ` J PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) LENGTH 0 see Schedule on DWG-1 12" Min tip of lag screw shall fully extend beyond POST TO HEADER CONNECTOR EXTERIOR OR OUTER THIRD D TIMBER TECH- I I TIMBER TECH- I I RAILING POST, BEARING WALL OF SPAN ONLY "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POS TO CONCRETE BRACKET ATTACHED PER ATTACHED PER GALV. DECK HANGER NOTCH II MANUF,SPECIFICATIO i i MANUF.SPECIFICATIO i i SIDE COVER 2"MINIMUM THAN 50 GREATER y SIMPSON LUS26 @ 2X6 •o• R. III " CLEAR 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF JJ THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 1/4 JOIST i I JOIST W! CONNECTOR SCREW METAL TIE FASTENED ACROSS AND DEPTH,MAX. 1/2"DIA. GALV BOLTS W/ - - 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE "MIN. _116 JOIST 0 MIN. --LOCK WASHERS. WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH �y DEPTH,MAX. Use 1-1/4„ Metal ` EPDXY ANCHORING ADHESIVE FOR NOTCH WITH 8 10D NAILS EACH SIDE 1/3 JOIST 2 1/2"MIN. Lu 2 X JOIST SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD DEPTH,MAX. o „ Coil Strap 20 Gage O �„ � MAX. ; .0 i 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSUN III; 12 Mln (5) 8d common nails N z 2"MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES l' in EACH END at C 4 AND TWO WITHIN 24"OF EACH END OF DECK PIPE Solid sawnjoist and rafter jo/ EACH Stud. o ° „ 14"DIA.CAST-IN-PLACE „ - W 2-1/2"DI R507.6.2 SIMP50N H2.5 AT EA.JOIST OR THRU BOLTS BLOCKING °'o e FOOTINGS MUST CONCRETE FOOTING, DOWN �+ 8d @ 6 oc Along N en 6i TO VIRGIN SOIL notching and borin limits. Braced Wall Panel J SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON -- > U W/WASHERS OVER BEAM SIMPSON BC (MIN 36"BELOW GRADE) �( W BETWEEN EACH POST GIRDER °. ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS NTS FIGURE R602.10.8(1) JOIST CONNECTOR NO END OF DEC K:LOCATIONS WITHIN 24" SOIL A WALL TO WALL STRAP XIMUM OVERHANG 24" MIN THREAD 3/8"DIA. LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD FIGURE R602.6.1 OR HEADER CONNECTION @. PORCHES & DECKS NTS DECK / GIRDER & RAILING DETAIL R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE TOP PLATE FRAMING TO 1 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 ACCOMMADATE PIPING 14 NOTE; 8d COMMON NAILS ARE WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 15 2-1/2" LONG FOOTING SIZE PER TABLE R507.3.1 FOR DECKS T M� 1-1/4"x 20 gage G-185 ^1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap 507.9.1.3(1) STAGGERED Hot Dipped Galvanized Strap DECK STAIR with (5)-Sd common nails with (5)-8d common nails � „a cv 507.9.1.3(2) z_ FASTENERS with 5 -8d common nails t 01 at each stud ) TOP PLATES TOP PLATES iv IN 2 ROWS Strap may be attached OVER at each stud at each stud a the plywood OR directly to Strap may be attached OVER Strap may be attached OVER QI �, UO Q Op O 5.5"MIN FOR 2X8' � studs. the plywood OR directly to � � O 5"MAX 6.5"MIN FOR 2X10 Studs. Studsthe . OR directly to GRADE O STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 rap strap under sill E�+BORED HOLE MAX. DIAMETER 60% Q @ O UO N p p DIAMETER 40% (PERCENT)OF STUD r --: ~� G) L (PERCENT)OF DEPTH and attach t0 SIII plates ,� M I I " 3-16d @ 16" oc Along BLOCK SOLID D Z ,� M o STUD DEPTH au�o� 5/8"MIN. 5/8"MIN. 5/8"MIN—_----" 5/8"MIN, 2.MIN LAG SCREW OR THRU-BOLT a�/`a` BETWEEN JOISTS Qe N Z C� 00 rp TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN - - , Braced Wall Panel CV FIGURE R602.10.8(1) ° ® � • NOTCH MUST NOT NOTCH MUST NOT I I I�I=III ° '•o, N D .) I�/ Cl ° 0 EXCEED 40 /° 0 , . �i,� 0 EXCEED 25 /° rr„? (PERCENT)OF (PERCENT)OF -Ilia Ica. 0 STUD DEPTH STUD DEPTH 0 €p A 10"xLE �. C b U BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD �_ CAST-IN- IF HOLE IS BETWEEN NOT BE LOCATED IN BORED HOLES SHALL 40%(PERCENT)AND tHESAMECROSS PER FIGURE R507.9.1.3(11 STRAPPING , i, UNDER. NOT BE LOCATED IN 60%(PERCENT)OF SECTION OF THE CUT _ _ ° Wrapstrap under sill STUD DEPTH THEN Applies to Garage Wall and — — ° i'` ` p THE SAME CROSS OR NOTCH IN STUD , , . STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction �=iil— and attach to sill plates TYPICAL STAIR FOOTIN OR NOTCH IN STUD SUCCESSIVE STUDS "=Ili - • ' 1-1/4" METAL ARE DOUBLED SPACING IS REDUCED TO THAT OF all ° AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS STRAPPING ' TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST FIGURE R602.6(1) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL �uir . 019,I1� 0.; FIGURE R602,6(2) OF N�v�� ' 16 NOTCHING AND FOUNDATION-SILL-STUD- 16 AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION FLOOR FRAMING STRAPPING oil WALLS AND BEARING WALLS NON-BEARING WALLS 17 18 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 19 STRAPPING 20 AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilin oists of second floor Sheet Metal Firesto p g MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation way for access thin profile structural glued together see Ian w/ ATTIC INSULATION ceiling line Exterior p p CONTINUOUS BEAD Fill entire Cavity to sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams behind tub Tub attic hatch - R-van support Non-combustible sealant OF SEALANT subfloor Typical Double Frame Attic blocking Base plate prevent n from fill LYp equal to the Ceiling / insulation from exterior insulatio requiremen access opening Sealant or OR GASOKETED TO RIM CAULKED Sealed to h Air Se IContinuous Bead wall 1/4 structural sheathing JOISTIRIM CLOSURE floor Gasket falling through of Sealant or adhesive as enclosure liner sealed SEALANT SealantQ access adhesive at perimeter and seams.Sealant Pre-Fab Fire lace SILL PLATE INSTALLED 1" min Ri Id eor id insulation Weatherstripping EXPANDING FOAM SEALANT o OVER GASKER SILL g pp g Seal stairs Adhesi Casing�'� „ p Insulation. Air '-Pull-downPael 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase -I or foam attic hatch O AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (aD PULL-DOWN STAIRCASE �- DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (@- PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL TO BAND JOISTSt , This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation r.rn n mr stair Covor LL O ENERGY NOTES Eave baffle installed 4�. - Z 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory} Ducts, air handlers and filter boxes shall be sealed. W 9 P g Y adjacent to soffit and cave °g• 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. °�" " ` Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater) using the Manual "J" , "S" &"D" submitted at CO. vents. Baffle shall extend over _ energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic Insulation W 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) Q AIR BARRIER AND INSULATION INSTALLATION manual "J" & Manuals "S" &"D" submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS W Q Z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. DwgS Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. i Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. b Component. continuous air barrier. g p (p p } y p 11. (R403.3.5) Building Cavities (Mandatory) SEALANT i _I Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall I f O cc 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Q sealed. LID sections N1102.2 through N1102.2.13 See Const. DwgS n _ o Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) ; Heated water circulations stems shall be in accordance with Section N1103.5.1.1. r >. installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Y O recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. M O Ut each cavity. Batt h pc insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. '? Lo m o0 maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. �' . installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE - o The building shall be provided with ventilation that compiles with the requirements of E exists,the batt product will be cut to fit the remaining depth of the o o P N Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE N 0 m•E cavity.Where the batt is cut around obstructions,loose fill insulation g Y pp g •o P,� o ° shall be laced to fill an surface or concealed voids and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system „ c s ° 2 o a_s p y test results shall be signed b the art conducting the test. is not operating. '-"" E L`� C ° " manufacturers'specified density. Where faced batt is used,the g y party g ° _° " _ 8 °w Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM `0 Z�°' U installation tabs must be stapled to the face of the stud. There shall �, ° ° p N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy ``{ -- _ _ 0 � IF t o no compression to the batt at the edges of the cavity due to inset ( } Y Y INSULATION R VALUE IN ` t -.-r ' '� 0 =o F, _ 8 COM' 7. R402.4.2: Fireplaces; shall have tight fittingdampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements --; a �.o.s 8 0 o o stapling installation tabs. combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH i t � f j I 9 ` o o M'F a o c 3 Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT -,,, ,.✓ ,I _ _ _ 3 ° _ � - 3 L a shall be installed fillip the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam }' o° ° ° a g ty TYP. ROOF CONST. y N m N - density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be = cu provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) �- 1 ' c o o N s Ceiling/attic/attic The air barrier in an dropped The insulation in any dro ed ceilin /soffit shall be ali ed with the Roof underlayment g y pp pp g cu the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equ pment shall be sized in accordance with 2 X CJ W/ INSULATION I i _ I ° ° Cu _ ° ceiling/soffit/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg p� y `:� 2� E ° ,� g g shall be max 70 F heating and 78 F Cooling. 9 :;:;:.::. AS PER DRAWINGS t, Z a a N 0 o insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ::;° ': '•' OR HERS RATER °' a E-�° °' `° U °L 12 sealed. 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency -r y E __o of not less than R-8 for ducts 3 inches in diameter and larger rating equal to or greater than the minimum required b f Typ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at ger and not less 9 q g q y federal law for the T Fascia/ l�t+ than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. pp Y SEALANT shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs j 1 in diameter and to not less than R-4.2 for ducts smaller than 3 Inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non vented 7r Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated f Not less than 90 percent of the permanently installed lighting fixtures shall .;`,.�-. ` '` '�_ ' � � �•_"`_• I 1 0 plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain onlyhigh-efficacy lamps. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall " 11 sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air 2 barrier. Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. ' INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12,5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be pernitted to be in contact pith the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIDITY APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45-55% shall be covered with a Class I,black permanently attached to the crawlspace walls. r� vapor retarder i ith overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) H taped. 04 O Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) - - - - - CN WINDOW cNN Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL"' 1 RATE FACTORSa•b � LLI unconditioned space shall be sealed. 24" _ RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) V SPHERE CANNOT MAPPROVED WINDOW cV J AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION > Q SEGMEWT DEVICE CONFORM TO W 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR the Correct density without any voids or gaps or Factor 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS compression,or narrow cavities shall be filled by HEIGHT ABOVE insulation that on installation readilyconforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a. For system run time values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE T�1 b. Extrapolation beyond she table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal F.y envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. TABLE M 1505.4.3(1} 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW MCI Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS ' Al RFL01N RATE WHERE THE OPENING INCH DIAMETER IS N ITS HERE OLARGEST OPENED POSITION.NG _ THROUGH HE R312 2 2 WINDOW OPENING CONTROL DEVICES WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION or compression where cut to fit.Insulation that on REQUIREMENTS gaps p PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. installation readily conforms to available space shall TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. NUMBER OF BEDROOMS r l Shower/tub on The air barrier installed at exterior walls adjacent to Exteriorwalls adjacent to showers and tubs shall be AT OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2,2 TO MEET EGRESS R310.2.1 !� v rA U FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 Caul' and s,,,i � � o exterior wall showers and tubs shall separate them from the showers and insulated. 5 Z tubs, rn""� oF,�, ,, N 1101.14 (R401.3) Certificate (Mandatory) F-IIIl T. (square feet) Electrical/phone The air barrier shall be installed belund electrical or Airflow In CFM r°'M r. > M box on exterior wall c;omm�mnicationboxes or air sealed boxes shall installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC register boots that penetrate building thermal. < 1,500 30 45 60 75 90 p Y pp g• `�' o '� boots envelope shall be sealed to the subfloor or drywall. - Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit x I C-) directory label, service disconnect label or other required labels. The certificate shall indicate the �/ .� o Concealed 'Mien required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 predominant R-values of insulation installed in or on ceilings, roofs walls foundation components ��-D 1 in manner that is recommended b the g � p .� E � sprinklers only be sealed a y � � such as slabs basement walls crawls ace walls and floors and ducts outside conditioned spaces; manufacturer.Caulking or other adhesive sealants shall not Fi��,a;,,,�,i,,t;;,, v�,��.;,�i;,•,_,,,;�;,,,r,, p be used to fill voids between fire sprinkler cover plates and 3,001 - 4,500 60 75 90 105 120 „ ,,,,,c�o, onded„ o,,e,inq a„d U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results r.tri um R-5 throahold walls or ceilings. 4,501 - 6,000 75 90 105 120 135 from any required duct system and building envelope air leakage testing performed on the building. Where there is more than one value for each component, the certificate shall indicate the value z N Ii IC = insulation contact. , `yr� a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6,001 - 7,500 90 105 120 135 150 Wall Access panel covering the largest area. The certificate shall indicate the types and efficiencies of heating, ;, , Weatherstripping and insulation cooling and service water heating equipment. Where agas-fired unvented room heater, 01 Detail electric furnace, or baseboard electric heater is installed in the residence, the certificate shall O, > 7,500 105 120 135 150 165 indicate gas-fired unvented room heater, electric furnace or baseboard electric heater," � OF ---.-� 3 as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, For Sk 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0,0004719 m /s. electric furnaces and electric baseboard heaters. i R302.13 FIRE PROTECTION OF FLOORS, PLUMBING NOTE: FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A ALL PLUMBING SYSTEMS SHALL BE 1/2-INCH GYPSUM WALLBOARD MEMBRANE, INSTALLED IN ACCORDANCE WITH %-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, ELECTRICAL OUTLETS, ELECTRICAL NOTE: LIGHTING,DEVICES, LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, ALL ELECTRICAL EQUIPMENT PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH PART VIII-ELECTIRCAL EXCEPTIONS: OF THE NYS CODE, A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES O 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN MUST HAVE HIGH-EFFICACY LAMPS. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: F- 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL D FOR STORAGE OR FUEL-FIRED APPLIANCES. BE INSTALLED IN ACCORDANCE WITH _ PART V&VI OF THE RC OF NYS. 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER ACCA rr//�� SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS vJ 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG R303.4 MECHANICAL VENTILATION. O TILATION. THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED DWELLING UNIT SHALL PROVIDED 7 PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. WITH WHOLE HOUSE MECHANICAL W L 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH ` LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 v OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE, W f- 69'-0" r)� Q vJ 29'0" A 0" W Z ono WQ � SO U OQ = ' � ;= LO 16'-0" � C) � 6 TYP EXT.WALL co 0 L(5 v! 00 � OUTSIDE BASEMENT ENTRANCE 8"CONCRETE WALL ON MIN 16"X 8" FOOTING WITH 4"CONCRETE LANDING& N c SILL PLATE 4"DRAIN TO DRYWELL,CONCRETE STAIR DECK LATERAL HOLDOWNS = 2 ,n u� MEETING R311.7-STAIRWAYS. SIMPSON DTT2Z w/(8) ° ° rn HANDRAIL PER R311.7.8, 34"-38"ABOVE ,_ 2-2x8 P.T.GIRDER ,_\ 1/4"X 1-1/2"SDSSSCREWS m rn L ` o 8.C)t Z ¢ NOSING. 36"HIGH GUARD RAIL ON 1 [�,— — _ —1-0 , WITHIN 24"OF EACH END •o ° - o c N o TYPICAL ANCHOR BOLT -R403.1.6 > TOP OF CONCRETE WALL. ` ' ` ' SEE DETAILS ON DWG-2 `o U. =t o " ° T MAXIMUN SPACING: 1/2"@ 72"O.C. 0 1_ 7'0" r o m ° o o co m `° EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. a M 2X8 DECK LEDGER =i, "a c ` m'�w o 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT 12"MAX AND 3 1l2"MIN OFF 2'-0"x 1'4' I SEE DET. ON DWG 2 wo o a u v o L Y ENDS OF PLATES. ao m N.0 3 tin'_ Z 3 0 _ -- - _ - yOc_ ----------------- --- ----- ° ° a� O------ ------------- _--_-___ ---______T-----------TYP.CONC. FOUNDATION ____________________ (2)ANCHORBOLTS UP ° yoLc,3IN EACH CS-PORTAL � o . °F.D. _a FRAME WALL ABOVE w o- �M ��Ul t"C ' u a ° a E'E ANCHOR BOLT DETAIL SECTION SEE `t Z 1 Cl) 2 ° r c E ° o 0 DETAIL 3ONPG2 1 n if W m: 2'•E ,- ¢ N c a� = m ° w o cn N � g n u o cU c tn ------------------------------------------+-- --I-- --+- ------- -- ---- -- --------- OZU� a� c C0.. o C iv o Uw `m SCALE: 1/2"= V-0" � � ¢m L o w o L = I I uiF-O �OF--- I I F- ° �n m y F- m E a.E o a o Ofr w=Uj 0 LL X¢O N --------------------------------------, --------------- - zo °0¢r UNFIN. BASEMEN (n E zpn T_ EXTERIOR w o-0 4" CAST-IN-PLACE CON RETE �° w w LIGHT Z¢Z= SLAB INSTALLED IN _°o w D U) n ABOVE 0 O m w ACCORDANCE WITH o .2 ~a m o 0 v wLL SECTION R506 ir, 0 w in `o w=Uw rn a >w I O (n¢ i p w N 00 i L.L Oo-m� M W�mZ I rN+ >-w N ww¢� w iv a p TYPICAL INT.FOOTING/COL � ► r j z o M m Z 30"x 30"x 12"THICK ° �- a, 0 M IN p w CAST-IN-PLACE CONCRETE a o a-w 0 TYP EXT.WALL N �- Ci>J FOOTING&4"DIA STEEL N N o U~ p X W 0 COLUMN I I I I I I I I �C UNEXCAVATED TYP.FLOOR CONST, TYPICAL GARAGE SLAB __ 3-11� "x 11-7/8"LVL `� i -- --r-- i 3-1/2"x 41-7/8"LVL M 4" CAST-IN-PLACE SLAB -_s___ _ ----------- -=_'----------------- ---------- W/6X6 W4.0XW4.0WWM -------------�--- ---'-------------'--- ---------------;---®- ----- --;-- __�-- -- --_-_-_-_-------_-_-_-_-_-_-_-_-_ r_-------- ...... q (2)ANCHOR BOLTS -- r- --- `--- ---- I' --- , --------- I ----- --------------- PITCH SLAB-1/4"FT TO C 1 �F, iv IN EACH CS-PORTAL __ __ (2)2x6 P.T. SILL PLATE W/MIN. °' --t--'-- o GARAGE DOORSco TYPICAL ANCHOR BOLT R403.1.6 i� ; RAME WALL ABOVE C14 ____== SECTION SEE cv --n' -- --- ---J MAXIMUM SPACING: 1/2"@ 72"O.C. ` ' ' DETAIL 30N PIG 2 -- -�- EMBEDMENT OF 7"WITH NUT&WASHER. T-1" 6'-8" 6 9'/i' nl 8'0 2 BOLTS PER PLATE AND HOLD AT LEAST -- 21'-10%" ' ' __ u ONE BOLT-12' MAX AND 3-1/2"MIN OFF 6'-0/" 3/z' _---_ ENDS OF PLATES. I SHIELD&SILL SEALER TYP. 81 8 1 I ----- --in 2x4 FRAME AROUND i i 0 I � ___ ___ I STAIRCASE FROM FLOOR W w TO CEILING. TREATED SHOE ~ TYP.CONC. FOUNDATIO ___ ___ iii♦-0 PLATE AND GYP.WALL BD z X Z w INSIDE FACE OF WALL MIN. N Z p 1 J ¢ _ TTACH RAILINGS.HANDRAILS r O n Ow=m m o) i I I i o I o O Z U I- I�--. A'N C H O R BOLT DETAIL DROP TOP OF CONCRETE o L p a O Q ___ ___ 34"-38"ABOVE NOSING. N Q AS REQUIRED FOR N Z a z i �, N Cn W SCALE: 1/2"= V-0" ; GARAGE DOOR,SEE PLAN O UNDER STAIR PROTECTION: N J 0 m w P w R302.7 1.2"GYP BD SHALL FOR GARAGE DOOR SIZE � v g w --- --- o BE APPLIED TO UNDER <C LU U `o w= V)w N STAIR SURFACES. fA 0 CL m_ irr a(D j x UP "' MAINTAIN REQUIRED SEPARATION m w iu O w AS DISTANCE FROM ALL HEAT o ---------------------- ---------------- CDE T 00 z FURNACE PRODUCING EQUIPMENT TO N N LL w¢O O DIRECT VENT FURNACE coOw COMBUSTIBLE MATERIAL AS PER - ______________________________ r>?= INSTALL IN COMPLIANCE O MANUFACTURER'S SPECIFICATIONS M...� -------------------------------------- I 0 0='�' CO W/RESIDENTIAL,ENERGY AND LATEST MECHANICAL CODE. T M�(2)ANCHOR BOLTS \r/ IN EACH CS-PORTAL , 61_5,/z" o co a U &MECHANICAL CODE 22'-6/�' FRAME WALL ABOVE SECTION-SEE DETAIL 3 ON PG 2 ------- -------------------------- -------------------------------------------------------------------------- 2X8 DECK LEDGER I I SEE DET. ON DWG 2 I I SIMPSON DTT2Z W/(8) 1/4 x 1-1/2"SIDS SCREWS 0 40'-41/2" Y ° ALLOWABLE LOAD PER TIE: 1,825 LBS Cr% NOT LESS THAN 4 LOCATIONS SPACED EQUALLY C� L'` `O I o I AND TWO WITHIN 24"OF EACH END OF DECK r a X I SEE DIET 11 PG 2 _t___, �, ' 2-2xl0 P.T.GIRDER ' TYPICAL FOUNDATION -(9'-0" WALLS) - -- - - - - - -- - - - - - - _ O IN ACCORDANCE WITH CHAPTER 4 i _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ --_ -'-' _ _ _- _ _ -_ _ _- �_ U Q 8"CAST-IN-PLACE WALL WITH ____ :_ - _ ------ HORIZONTAL --- --- --- REBAR: PER TABLE R404.1.2(1) � .,� Greater than 8 foot Wall Height:One#4 bar within00 12 �' l M Q heth third inches of the top of points in the wall wall andOne#4 bar near YP.DECK FOOTING V p VERTICAL REBAR: PER T story. R404.1.2(8) SEE DETAIL ON DWG-2 n/ x "a N V #5 @ 41 inches on center.** 29'-0" 40'-0" ® h--''--11 03 — ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING w/3-#4 REBARS CONT. 2-2 x 6 ACID SILL PLATES,COPPER TERMITE TYPICAL ANCHOR BOLT -R403.1.6 SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH A ��1)ARC, U TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST �G S► FOOTINGS 1 V TO 2H. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. 1. Walls 24 inches total length or shorter connecting offset braced wall (V �/•��� panels shall be anchored to the foundation with not fewer than one anchor bolt Q I located in the center third of the plate section and shall be attached to adjacent 9'-0"FOUNDATION WALL HEIGHT it braced wall panels at corners as shown in Item 9 of Table R602.3(1). I 2. Connection of walls 12 inches total length or shorter connecting FOUNDATION PLAN ° offset braced wall panels to the foundation without anchor bolts shall be permitted. 0190�� The wall shall be attached to adjacent braced wall panels at corners as shown in '9; •f, Item 9 of Table R602.3(1). SCALE: 1/4"=V-0" NEB CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet NOTE:GLAZING HAZARDOUS LOCATION:R308.4 the egress requirements of R310. INCLUDING BUT LIMITED TO THE FOLLOWING: 2. All windows Shall meet Section R308 Glazing and SAFETY GLAZING(TEMP GLASS)IS REQUIRED R308.4 Hazardous locations. AT GLAZING IN A BUILDING WALL ENCLOSING 3. Windows were required shall meet the Window Fall BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS protection requirement R312.2. THAN 60 INCHES ABOVE A STANDING 4. Bathroom windows shall meet the hazardous SURFACE AND DRAIN INLET. glazing requirements as per R308.4 J WET SURFACES:R308.4.5 69'-0" 5. Stairs landings, railings & guards shall comply = GLAZING IN WALLS, ENCLOSURES CONTAINING g g g p Y WHIRLPOOL,BATH TUBS,SHOWERS, with 6. Outside1lighting lshall comply with RE 3803.3 SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" 29'-0" 40'-0" MEASURED VERTICALLY ABOVE ANY STANDING OR 7. Stairway illumination shall comply with R303.67 WALKING SURFACE SHALL BE CLASSIFIED AS and R303.8 O PER TABLE R308.3.1(1)AND R308.3.1(2) 8. Fireblocking shall comply with R302.11 thru R302.11.2 19'-11" 8'-9" 6'-4" 5'-0"EXCEPTION:GLAZING THAT IS MORE THEN 60" 9. Draftstoppin shall conform to R302.12 thru R302.12.1 L_ g MEASURED HORIZONTALLY AND IN ASTRAIGHT LINE, 10. Flame spread and smoke-developed index for walls O FROM THE WATERS EDGE and ceilings shall compy with R302.9 thru R302.9.4 SAFETY GLAZING IS REQUIRED ADJACENT TO 11. Flame spread and smoke-developed index for W Z STAIRWAYS,LANDINGS, AND RAMPS WITHIN Uia ' n shall com with R302.10 thru R302.10.5 (� �j 36 INCHES HORIZONTALLY OF WALKING SURFACE pY OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 11. Recesse 'ghting fixtures rated for Z = 0 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN V11 membrane netration shall meet ASTM Ell W (-- EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD and Flre Stop g as per ASTM E814 or UL 1479 OR WALKING SURFACE. 12. Exterior Decks s all comply with R507. - n- Cn � 3'-6" 3'-6" 16'-7" W z r^ U W D LANDING v! O cu CY) & RS& O Q = AILINGSAS ---------- � - '- PER CODE - - - - - O QO ry � O Ito 0 / CL L6 w m CIO =3 00 , TW 0310-2 M +� TW30410 TW30410 N E N C T N " 3-1/2"x 9-1/2"LVL ° 2-2x8 2-2x8 o a� ° p E B u7 a, 4X4 O F.D. N YR@va cLicaulmN > CONC N ® � c '0. ° � � � � M PAD c 8 N 0, tr `° U N C Q C C N N CO TJI 230-9 5"-Floor Joists 6D 16"oc� ,� =o >� KITCHE O y a_ ��- O•U O O OL.(D N.00 Ln - I m� wo3 tc'c �3 ° CV in O a �2 vim a� ------ ------------------ 0 _ C' N C C C O N O ----- " o > o GREAT ROOM �a� o � ° 0 ' o .D 4? c a� c m _I w¢ M °� r @ E Z c ¢ c m o W W� - ----- " r m c n E 0'a c c� °�z r-----i r l w w'- - Z GARAGE o-w x L 0 =_0 L c ° E ".- n� <n o_ - 3-1-3/4" 9-1/4"LVL USH F o W m Cr F- m E m.5 ° L Q DWELLING GARAGE w = � cv SEPARATION IN ' E- Z R302.5.1 OPENING 6,-0„ - PROTECTION. , o x ACCORDANCE WITH ¢ s N co M BEARING WALL ABOVE co M TABLE R302.6 o U Z o INSULATED SOLID rn SEE DWG-1 FOR TABLE F=F- CORE STEEL DOOR, X O ¢En 20-MINUTE F.R. ap INSULATE WALL$ p o:w cv COMMON WITH LIVING rn 1 WEATHER STRIPPED& 3 In w w r,a_ SELF CLOSING DEVICE. AREA. PROVIDE,:HEAT � Z of 0 16'-1" m 4'-3'/" DETECTOR PER R314.2.1 Z z¢ MUD ROOM c_ �TJI 230-9.5"-Floor Joists CED 16"oc?, °o 0 < O Q (2)1-3/4"x 9-1/2"LVL FLUSH ------- Z+ o r, z ¢vr. 2'-6" FAN o 3'/2" Z - 14'-7" M Pre-Fab/ Factory Built Fireplaces N `~ N -N, ---- ---- -►-� ----- ---------------- -_� Q �w-� - In accordance with chapter ~ CO U)J o R-21 BATT � � / 2.0 _______�� 10, factory-built fireplace inserts shall w �� J ' INSULATION o be UL listed and labeled and shall be J � W 3'-$'/" 2'-s'/" ¢ 3 1 3/4"x s v4°LVL FLUSH installed in accorance with the W conditions of the listing. Factory-Built a 5 z' 22'-1° 5Yz 6'-011 5vz o o Q-- -_ fireplaces shall be tested in accordance o o ____ UL LISTED GAS with UL 127. Hearths shall be installed in a) LAUNDRY ROOM _ -- PRE FAB FIREPLACE N accordance with the listing of the o N ; _______ o o GLASS DOORS& is HEARTH EXTENSION J 0 Fireplace & in accordance with NYS code ; O I I o AS PER RESIDENTAIL for Hearths & Hearth extension. FAMILY N I l --------- CODE-CHAPTER 10 N s � � � 0 All Fireplace shall beequipped with an N ROOM I I --------- o VENT TO EXTERIOR Lu p5-1 12-0 5-0 o I I o °' `° N Z exterior air supply. Exterior air ducts _ ___ ________ ________ 5,/Z,� J 119 X r o ,� O shall be UL listed. Factory Built Chimneys o r to i C, UP 15R T X in N 2-2x10 2- x10 2x10 C) U) shall be in accordance with chapter NM I I N M NLu o N 10 Section R1005 Factory Built Chimneys. - I I 3 N U) M W TW30510 TW30510 _ TW26310 15'-1" M N �- > CN Q 0 CV) 5'/z" 2-2x8 2-2x8 c 2-2x8 2-2x8 (U .t� 3-2x10 GUARD RAIL NOTE: - - -'---- -- EGRESS I VV3Ub1U U U Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall CANITILLVER WALL AROVEM"y have a railing not less than 36 inches oCOVERED o in height. Railings shall have Top rails and " w w ' Balusters and Bottom rails that are " LL NO MORE THAN 4 INCHES APART. J EXCEPT:the traingular openings formed X by the riser,tread and bottom rail of the Guard rail at the open side of a stairway 6X6 POST 3 are premitted to be of such a size that a 6 inch sphere cannot pass through. ----------- ----------- r ----------- ----------- W Open sides of stairs with a total rise of more than 30 inches above the floor or 4'-0" 4'-0" grade below shall have guards not less than 34 inches in height measured „ „ „ „ „ „ v p 5-4 7-2 7-6 7-6 7-2 5-4 vertically from the nosing of the treads. STAIR HANDRAIL NOTE: 29'-0" 40'-0" � H � � � Provide Handrail on at least one side �'" O WINDOWS, EXTERIOR FRENCH & SLIDING DRS A of each continuous run of treads or flight Smoke Detector F� O '� Plans indicates ANDERSEN series 400 Tilit Wash S - - with FOUR OR MORE RISERS. 4 Handrail Height measured above Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9, - PLATE HEIGHT GUARDS R312.1 stair tread nosing,shall not be less than To be designed & installed as per manufacturers �� Refer to DWG-1 General Notes A o M cq All Handrails shall be continuous the full specification for 140 ultimate design wind speed In accordance with Section 915 of the OPEN-SIDED SHALL BE SUIRFACES, INCLUDING PORTIONS STAIRS, D A C�j'� inches and not more than 1ST FLOOR PLAN length of the stair from a point directly and Table 301.2(2), 301.2(3) 2020 IFC, R314, R315 of the Residential RAMPS AND LANDINGS,THATARE LOCATED MORE above the top riser of a flight to a point Provide HP LOW-E4 glass; U = .30, SHGC = .30 I I I I I THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR directly above the lowest riser of the flight. EGRESS: shall meet R 310 code of NYS SCA j_E; ,1 o , -O OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES « N HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. Handrails adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 N 915.3.3 Residential Buildings Commercial Buildings I g g INSECT SCREENING SHALL NOT BE space of not be less than 1-1/2 inches With an Attached Motor Vehicle Related Occu Occupancy Ih' Substitutions made upon meeting Code. p y CONSIDERED AS A GUARD. between the wall and the handrail. AREA SCHEDULE see code for exceptions.Refer to See page one, general notes for additional �. p Carbon monoxide detection shall be installed in a central or otherwise approved HANDRAILS R311.7.8 S Q` Code for grip size specifications. code requirements. location in each occupiable space in a commercial building and within 10 feet of NAME AREA the entrance to sleeping areas and sleeping units in residential buildings HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE F OF�!E`N and commercial buildings that: F{RST FLOOR AREA 1424.0 sq fit. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. r 1. Have a communicating opening with an attached motor vehicle related occupancy, GARAGE AREA 541.0 sq ft. 2. Share one or more common walls with an attached motor vehicle related occupancy,or 0, 3. Are located one story above or below a motor vehicle related occupancy. ct VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: Q WHERE THE 97.5%VALUE FOR J ROOF JL 4" VTR OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH O A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE I- 2" -; 2" NOT LESS THAN 1 FOOT INSIDE THE .. + THERMAL ENVELOPE OF THE BUILDING. p 1 1 1 , LL 1 1 1 1 1/2" 11 1/2" 1 1 1/2" '.1 1/2" ; 1 1/2" ; 1 1/2 1 , , O ' 1 1 1 2' ; 2„ ; - 1 2NDFL. ' 311 z = R 21, 311 1 3 � Q 1 1 St Co C 1. 3" W1 ' 29'-0" 1 ; , ry 311 -0" 9'-0" 10'-0" Q F7 Q ;1 1/2" 3" ; ; 1 1/2" ; 1 1/2" ; 1 1/2" ; 2" 01 W Q J DW ; WASHER '^ 2" TEMP vJ O C — — — — — — SAFTEY GLASS O Q T c� 1 ST FL. EGRESS TW30410-2~ EGRESS TW30410-2 _ 1-- 4 c0 1 2 - 2-2x10 31/z" 2-2x10 O 4" FAI 311 _ _ _ 10' o" '08' 2'-0" 11'-O" 6'-0" 8'-11" cv.) O C? ti L0 (/) CO 00 3" Bedroom #3 N ��� I o 12X4 PLATE ON SUBFLOOR 8'0"CLG HT 31/z' ° 0 31/z" 31/z' In Bedroom #4 a CO ++ ' 8'0"CLG HT `r �� WALK-IN _ o o m m 4 I TW210310-2 N CLOSET o C g w To a New Suffolk County - t-Cn - (0 O_ m = D1 a 2 pp Y Y ti - W W _ MU _ -- �. Approved Sanitary System I O P o W} _,o T 7 . ° R21 GATT ZD W ° N w._, .. o. + 2-2x10 I INSULATION °- ° ° Nt cM + U � N Z� P- LL -°comma ED o ° °� cCcM m Ir 4'-0"KNEE WALL I ° ' 4'-0"KNEE WALL I w J c U N m o `o ca.r o O �a a�i c o = c N O X U U N O.� 2O L U N O U Y PLUMBING RISER DIAGRAM � °� a Y . Y o ° ' LINCL N NN �' / rF� I 2 c: 8 t� o- 3 o m Not to Scale `�ao , R 15 BATT -" 1'-611 2'-6" O v �a°i a n N Lo'N Q I INSULATION 2'-4" 2'41 O70'- �' 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 v)@ u> I M L a c °1 o a 3 E`o 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS `n ~ 00 ' N w " ° U..L = f6 w to W 1 J CO O HALL a? o o o .a MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 W O H C0 8'-0"CLG HT i9 w :E.0'� ` m t= E W Q C9Q 22X10 — - - — - ( Q S 2-6 C--------- cV \ — — — — — — — — — / cD ( `m N a2i c Q c m C m o Q Z-1 , O 1 _ 3 - 1 �" -{ d a� c0-Eia a) o � ac°iw � J_J I1 O.0., i O L O O'o � L C .� a) W O W O M1 I M- - - - - - - - - - D - 1?4 I d�In 1 l O I I- ° rn m F- m E 8.9 o a V— Z 1XOX 1 — ___________ J0 o N N`" StructurI Ridge (2)1-3/4"x11-7/8"LVL N = 2x12 RIDGE �— - — - — - — - - — - — - — - — - — - — - — - — - — - - - - - - - - — - - - - - - - - — - - CD LO - - ° -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - M - - - - - FAN - c� �-�- 8'-0" ® T I Cn co RECREATION o 4s I w U)W ROOM __ 00 ------ 0� 10'-0"CLG HT o ° I `D �� I _ (� of z J 1 11 CO C N M o -'0 28'-61/z" 1 ° ° ° c•° Ua / I L I 0L i � 0 W N `XN WALK-IN o �W ------- - F Of z CLOSET F- /z" 4'-0"KNEE WALL R-15 BATT " CO ¢ Z °c/ W O INSULATION \ N a J- ^`b' der' I X o v e N U X W r\� I X N c0 V' N N / or w � � N �o �\ I W I 2X4 PLATE ON SUBFLOOR " ° ° 13'-41/z° `� 21- " I \ Bedroom #1 I v 10'-0" TRAY CLG I o Bedroom #2 >1 0 , 8'0"CLG HT FRAME OVER GA2 o — — — — — — — — — -{ H- o / ® 0 / 2x4 COLLAR TIES @ "oc \ 51 f U v iv a 14'-911 2 2x8 (3)1 3/4"x11 7/8"LVL FLUSH — _ — — _ 2-2x8 N Z - - - - - - - - - - - - - - - - - - - C/) N o L — —TW_3042 2-2xs TW3042 — o LU TEMP 2 2x8 2 2x8 �- — — — — — — N tj,j SAFTEY GLASS I N } > Q In TW3046 TW�046 —T—W30-46 - - - ¢ W UL — 9'-0"PLATE HT 5'-411 3'-8" 3'-6" 7'-6" 7'-6" 3'-6" 3'-8" 5'-4" le 9'-0" 22'-0" 9'-0" 29'-0" 40'-0" V I� [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy GUARD RAIL NOTE: N STAIR HANDRAIL NOTE: R312.2 WINDOW FALL PROTECTION NOTE: Carbon monoxide detection shall be installed in a central or otherwise approved location in each occupiable space in a commercial building and within 10 feet of PORCHES,BALCONIES OR RAISED FLOOR A the entrance to sleeping areas and sleeping units in residential buildings SURFACES LOCATED MORE THAN 30 INCHES PROVIDE HANDRAIL ON AT LEAST ONE SIDE TOP OF THE WINDOW SILL SHALL 4 and commercial buildings that: ABOVE THE FLOOR OR GRADE BELOW SHALL OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT BE A MINIMUM OF 24"ABOVE THE FINISHED W ;.-o Z HAVE A RAILING NOT LESS THAN 36 INCHES c> WITH FOUR OR MORE RISERS. AND GREATER THAN 72 ABOVE THE FLOOR 1. Have a communicating opening with an attached motor vehicle related occupancy, IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND HANDRAIL HEIGHT MEASURED ABOVE FINISHED GRADE OR OTHER SURFACES 2. Share one or more common walls with an attached motor vehicle related occupancy,or F--� CO STAIR TREAD NOSING, SHALL NO BE LESS THAN BALUSTERS AND BOTTOM RAILS THAT ARE 3. Are located one story above or below a motor vehicle related occupancy. NO MORE THAN 4 INCHES APART. 34 INCHES AND NOT MORE THAN 381NCHES. BELOW ON THE EXTERIOR SIDE OF THE M BUILDING. SHALL COMPLY AS FOLLOWS: 2 N D FLOOR PLAN EXCEPTIONS: ALL HANDRAILS SHALL BE CONTINUOUS THE FULL -p oo GUARDS R312.1 THE TRAINGULAR OPENINGS FORMED LENGTH OF THE STAIR FROM A POINT DIRECTLY I I I I I '" >~ O R312.2.2 WINDOW OPENING CONTROL DEVICES: C.�G,�LE, 1�4 _ 1 �O ® ^/ x •.� cV BY THE RISER,TREAD AND BOTTOM RAIL OF THE ABOVE THE TOP RISER OF A FLIGHT TO A POINT F-y ,� , v GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. WINDOW OPENING CONTROL DEVICE SHALL WINDOWS, EXTERIOR FRENCH & SLIDING DRS � O `z M OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, ct ARE PREMITTED TO BE OF SUCH A SIZE THATA COMPLY WITH ASTM F 2000. THE OPENING Plans indicates ANDERSEN series 400 Tilit Wash h� rn �O CL. RAMPS AND LANDINGS,THAT ARE LOCATED MORE 6 INCH SPHERE CANNOT PASS THROUGH. HANDRAILS ADJACENT TO A WALL SHALL HAVE A DEVICE AFTER OPERATION TO RELEASE THE AREA SCHEDULE Model Numbers and shall be In accordance with R609 �` .• - THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR SPACE OF NOT BE LESS THAN 1-112 INCHES �'1R OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES BETWEEN THE WALL AND THE HANDRAIL. DEVICE SHALL ALLOW THE WINDOW TO To be designed & installed as per manufacturers - ` ) chi U ) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NAME AREA f. •5 HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. NOT HAVE OPENINGS THAT ALLOW PASSAGE OF SEE NYS CODE FOR EXCEPTIONS.REFER TO FULLY OPEN TO MEET THE CLEAR OPENING specification for 140 ultimate design wind speed INSECT SCREENING SHALL NOT BE A SPHERE 4-3/8"INCHES IN DIAMETER. NYS CODE FOR GRIP SIZE SPECIFICATIONS. AS REQUIRE TO MEET EGRESS R310.2.1 SECOND FLOOR AREA 1743,3 sq ft. and Table 301.2(2), 301.2(3) v ,a� �, 1►1 CONSIDERED AS A GUARD. Provide HP LOW-E4 glass; U = .30, SHGC = .30 a HANDRAILS R311.7.8 OPEN SIDES OF STAIRS WITH ATOTAL RISE OF EGRESS: shall meet R 310 MORE THAN 30 INCHES ABOVE THE FLOOR OR O Smoke Detector ' GRADE BELOW SHALL HAVE GUARDS NOT LESS S WINDOW FALL PROTECTION: shall meet R312.2 HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE THAN 34 INCHES IN HEIGHT MEASURED Carbon Monoxide Detector Substitutions made upon meeting Code. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. VERTICALLY FROM THE NOSING OF THE TREADS. O Refer to DWG-1 General Notes See page one, general notes for additional In accordance with Section 915 of the code requirements. 2020 IFC, R314, R315 of the Residential code of NYS CONT. RIDGE VENT TOP OF ROOF CONT. RIDGE VENT J ------------- O _ F_ 12 12 D 8p a8 0 ASPHALT SHINGLES CD U_ O GUTTERS&LEADERS Z AS REQUIRED W TYPICAL �j T2P,of Plate U r ) ~ ~ ET ELI �Ll. < nT T � T A TJJL T TW � --- --— - v'_ = Z To of Subfloo ,_, To of Plate ,_,_ WQJ U U) 0 C ( T T 0 CD o (0 T rip O_ LOCO m00 T�,of Subfloo U) N C Top of Founda ion -_,_ M OE•s w C N N N - - _ _ - _ - - - - O N Fr it m z 80. co I I I c c Z a O U m I I I I o I I I I In I I I l m I I I I I I ( I InIn22 'm ° anoc3 I o m 0 u I I I IL .I - •°acO �m� tN�-aavmo zN� ao8�u�m � 0 To .of Foing .—._. L _ I — — — — — — — — — — — — y- - - - - - - - - - - - - - - - - - - - - - - - - - - - - E — — — — — — _ J _ L - - - - - - - - - — - - — — aEa cL l O w Vj O L U'V7+`- f6 L- E N O R303.8 Exterior Stairway Illumination Q � Q; o0 cc REAR ELEVATION Exterior stairways shall be provided with artificial light source g N a M � a• o RIGHT ELEVATION located at the top landing of a stairway. Exterior stairways providing access to a basement from the outdoor grade SCALE: 3/16" = V-0" SCALE: 3/16" = V-0" level shall be provided with an artificial light source located at the bottom of the stairway. CONT. RIDGE VENT TOP OF RO F CONT. RIDGE VENT _,—,—, TOP OF ROOF 4" 12 12 12 12� g p 8 CONT, RIDGE VENT 10 10 aa— _ _ _ LU T�Lof Plate_ f- 12 12 _, ,— Top,of Plate cV Z 12 12 l l o to N N Q w N W T T T 4 T T T T � w> Q Q °' — — 12 0 'Q 4 i T2p,o ubfl or_ _ p of Subfloor Sub floor —• To _. .— Top of — ToLof Plate— _ Tor)of Plate_ F� 1 � ® LIMA® MM Elm m MMEXI LAM Top of Subfloor ®® LAMMM _, Top of Subfloor � ,oeof Foundation— To.2 of Foundation u .._ .(V - -.. '':.�. .:..... .._..u.........,.w. ..ax,.a... vvw,xa......t .._. .,,...w..wi a i. O c I cc .fl v I_I I_I--II 1_I I_I 1_1 1_I t _ y - - - — — — — — — — — — — — — — — — — — — — — — — — � � O _ _ — — — — — — — — — — — _7 opofFooin� I _ — — _ — — — — — — — — — — — — — — — — — — — — — — — — C TopofFootng_ O U D AIRI FRONT ELEVATION LEFT ELEVATION SCALE: 3/16" = 1'-0" SCALE: 3/16" = V-0" 01 "', ,y s� 0�90�° y0Q qrF of NE`r' w 0 J R905.1.2 ICE BARRIERS; O SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF CONTINUOUS RIDGE VENT NORMAL UNDERLAYMENT AND R802.3.2 COLLAR TIES EXTEND FROM THE LOWEST EDGES OF SHALL BE NAILED with 4-10d RIDGE BOARD ALL ROOF SURFACES TO A POINT NOT O BOX NAILS IN ACCORDANCE LESS THAN 24 INCHES INSIDE THE WITH FASTENING SCHEDULE EXTERIOR WALL LINE OF THE BUILDING. co RAFTER/CEILING JOIST HEEL ON ROOFS WITH SLOPE EQUAL OR GREATER U_ JOINT CONNECTION N, I THAN 8112,THE ICE BARRIER SHALL ALSO BE O SHALL BE NAILED APPLIED NOT LESS THAN 36" MEASURED ALONG TOGETHER IN ACCORDANCE 12 2x4 CT @ 48"oc 12 THE ROOF SLOPE FROM THE EAVE EDGE OF THE z WITH TABLE R802.5.2 BUILDING W (SEE DWG-1 FOR TABLE) 8 8 WITH SIMPSON H2AAT EACH CU RAFTER TO STUD. Z _ R806.3 W MIN. 1"AIR GAP UNINHABITABLE ATTIC Q a BETWN INSULATION WITH LIMITED STORAGE INSULATION BATT II11 AND SHEATHING NSULATION WQZ Top of Plate R802.5.2.1 LAPPED JOIST W Q J V LAPPED NOT LESS THAN 3 SHALL BE NAILED 16d v) O C COMMON NAILS IN ACCORDANCE CID WITH TABLE R802.5.2 ON DWG-1 - E Lo CD i O (D BATHROOM WALK-IN op O D (� CLOSET BEDROOM #2 0 O co O LO R-21 BATT m 00 INSULATION R-21 BATT INSULATION Top of Subfloor y = 0 of Plate �- c �.N - - - - - - �2 O7'Ecn 0 c wE `m2 ° CL L!A N O M Cf'2 U O O U C R-21BATT Dc'E - oL � = - CM INSULATION c ' ° a.) rn_mc °12 -° `o G-7 22 - U"- y U UY ROOF PLAN FAMILY 0,0 C0 �� Cr 0ic SCALE: 3/16" = 1'-0" ROOM BATHROOM 0) °'L �'° 3 L 3-90 ° ° KITCHEN 000ao o °L U� C U a C to w y w 01 in D1!n E2 — .0 L C C y 03 O E O.� L =0 Cr L L O C O N O C'='O - O _ N V O n N m U O = C U . N CcU O= N Top of Subfloor c o M'D : �c C a, 2 " `m - - - - - H- ° Enm � F- mEa- on. _Top of Foundation_ CONTINUOUS RIDGE VENT °a °a STRUCTURAL RIDGE BEAM %_30 BATT� �� � .6 � yap TYP.STRAPPING PER DETAIL ON DWG 2 b e INSULATION LVL Girder R802.3.2 COLLAR TIES ADD SIMPSON LSSU HANGER SHALL BE NAILED with 4-10d @ STRUCTURAL RIDGE BEAM BOX NAILS IN ACCORDANCE TYPICAL EACH SIDE OF THE RIDGE R302.13 FIRE PROTECTION OF FLOORS: WITH FASTENING SCHEDULE BEAM AT EACH JOIST. a; of PROVIDE 1/2"GYPSUM BOARD ON ENTIRE .° O CEILING ABOVE BASEMENT ATTACHED ° N1102.2.3(R402.2.3)SAVE BAFFLE '6 TO THE UNDERSIDE OF THE JOISTS. 'd O') FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, b a 5 ABAFFLE SHALL BE INSTALLED N1102.2.3(R402.2.3)EAVE BAFFLE UNFINISHED ADJACENT TO SOFFIT AND EAVE VENTS. FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, BASEMENT BAFFLES SHALL MAINTAIN AN OPENING EQUAL A BAFFLE SHALL BE INSTALLED ` OR GREATER THAN THE SIZE OF THE VENT. ADJACENT TO SOFFIT AND EAVE VENTS. ° a, THE BAFFLE SHALL EXTEND OVER THE TOP BAFFLES SHALL MAINTAIN AN OPENING EQUAL ° TYP. BASEMENT SLAB OF THE ATTIC INSULATION. TYPICAL OR GREATER THAN THE SIZE OF THE VENT. °'� -. a a, ,, a, n, a °a6 Top of Footing ROOF THE BAFFLE SHALL EXTEND OVER THE TOP o — - — - — - -- - — - — AIR BARRIER INTALLED CONST. OF THE ATTIC INSULATION, AGAINST UNDERSIDE OF RAFTERS PER -30C BATT R402.4 INSULATION SECTION _RAFTER/CEILING JOIST HEEL o AIR BARRIER INTALLED /[—�� JOINT CONNECTION `- R-30C BATT AGAINST UNDERSIDE SCALE: 1 /4" - 1 �'��� SHALL BE NAILED INSULATION _ OF RAFTERS PER TOGETHER IN ACCORDANCE ¢ RECREATION ¢ R402.4 WITH TABLE R802.5.2 'S (SEE DWG-1 FOR TABLE) w ROOM w LIJ WITH SIMPSON H2AAT EACH RAFTER TO STUD. Y TYPICAL Y FLOOR CONST. Top of S floor MAIN HOUSE— — O — N N Z TYPICAL T p of Subfloor— - _ CD co 0 T Q FASCIA CONST. Q TYPICAL FLOOR CONSTRUCTION—1 U �; oof Plate - — - — TYPICAL ROOF CONSTRUCTION fLu n_ — _ „ PIood S Ijj TYP.ExT. Class AAsphalt Roof Shingles w/ 3/4 pan Rated Subfloor, N 6i y. j WALL 5/8"FIRE RATED GYP BD Glued and Nailed in CONST. �� ® ON GARAGE CEILING R-38 BATT N fasteners per manufacturer's specification accordance with the fastener schedule. rn INSULATION INSULATION SCHEDULE and 2020 NYS RESI CODE. R302.5.1 OPENING PROTECTION. GARAGE shall comply with 2020 NYS ECCC Ice & Water barrier as per section R905.1.2 Floor joists and Bridging as per Code. INSULATED SOLID CORE STEEL DWELLING GARAGE R-21 BATT & Res-Check DOOR.,20-MINUTE FIRE RATED. � SEPARATION IN INSULATION (Note: Double underlayment is required rA WEATHER STRIPPED TYPICAL FOUNDATION CONSTRUCTION W/SELF CLOSING DEVICE. ACCORDANCE WITH ti THERMAL ENVELOPE SPECIFCATIONS for Roof slopes between 2 on 12 and 4 on 12) 4 TABLE R302.6 °� °' FLAT CEILING INSULATION: R-3D batt in ceiling joists Framing As per plans with 1/2" exterior grade in accordance with chapter 4 ' PROVIDE:HEAT VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete DETECTOR PER R314.2.1 ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per WALLS COMMON WITH GARAGE : R-2' batt in 2x6 wood studs per detail sheet( �' Schedules & Strappings R403. refer to Foundation Plan for footing size & 2ND FLOOR RIM JOIST. R-21p thickness. TYP.GARAGE SLAB Top of Foundation 1ST FLOOR BAND JOIST- R-30 Flashing per R905.2.8 a — - - — - — ATTIC WALLS: R-13 batt in 2x4 wood studs Damproofing per R406. 2- 2x6 approved � a a. a a. a a• 1 a• a• WINDOWS/SKYLIGHTS: U: 5 0.30, SHGC: 5 0.30 TYPICAL SOFFIT CONSTRUCTION. treated Sill Plates, Sill Seal And Termite shield per FOUNDATION WALLS: Interior R-11 draped batt Section R318. Anchor bolts per Foundation Plan ATTIC STAIR COVER/ACCESS HATCH: 8 overhangs-typical �I Cover: 2! R-30 foam board or equivalent 6" azek fascia & 6" azek rake boards. and R403.1.6 Bottom of Metal drip edge per R905.2.8.5 INTERIOR WALL FINISH Footing OTHER SPECIFICATIONS Fully Vented Vinyl Soffits W 36°below Provide 1/2" Gypsum Wall Board on ceilings INFILTRATION (BLOWER DOOR): 5 3 air changes per hour yp gs and walls Grade Minimum DUCT LEAKAGE:B o TYPICAL EXTERIOR WALL SECTIO — : 5 4/o leakage for ducts outside of thermal envelope except basement walls & Gigs - unless noted. Min 1/2" 11sij LIGHTING: 100/o high efficiency lighting (CFCs or LEDs) W M APPLIANCES:All appliances must be Energy Star certified 2x6 Doug-Fir Wood Studs @ 16" oc. Moisture Resistant Wall Board on Ceiling and all wallsin Bathrooms (humid areas) and 5/8 cement board on .� oC n n p yW Double exterior orPlate and Grade plante Sole Rated Plate. N SCALE: 1 /4 = 1 -0 �� walls and ceilings in wet areas. Provide 5/8' Fire Rated If part or the entire attic will be decked over with plywood, the ceiling joists must be deep enough in order to fit the gypsum wall Board on walls and ceiling located as per ® g Continuous Structural OSB Sheathing. o ct r., � batt insulation so that it is not compressec. If not then Fastened per Fastener schedule. code, manufacturers requirements and drawings. � I v, T Ix Clg Jsts will have to be built up or upgraded to the next size. tyveC House Wrap Or equal. \�F�D AgC,c; R403.6 Mechanical ventilation shall be provided that Hardie Plank Siding or Cedar shinglet1' meets the requirements of section M1507 as per clients selection ' a installed per manuf specs and code. { R403.7 Heating and cooling equipment shall be a sized in accordance with ACCA manual J by a Cont. load path strapping installed in accordance certified third party rater. with drawings. Provide Fire Blocking in accordance with R302.11 & R302.11.1 ands-q� st�Aoo a Draftstopping per R302.12 & R302.12.1 `'" 0F pd�r► � . C'�t1TItUJ'�LI�'Ll'EHE�THED`� BRACED WALL PANEL j . PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP j HOLD BRACE WALL LINE SPACING(FT) 24 24 32 32 29 26 26 32 32 O ' / / C10'.%tl =T DE':'I'"E 6R_'r_ED'::'.LL P'.IlEL y.T BRACING METHOD _LxF=�.EL=.T EI tD OF ER=.CEO:''.'L.LL LI I tE .-� E-�:_^ -LLLI',E CS TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27"/48" 30" 27" 27" 27" 27" END CONDITION 1 END CONDITION 2 -WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 28.5 6.8 6.5 6.5 8 8 (�r0!;-IIX0U.SL c11 HEE DETAIL #1 ON DWG-2 :l<LLL;';= CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c PORTAL FRAME 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 DETAIL#3,DWG-2 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 O GB GYPSUM BOARD 3. WALL HEIGHT 1 .95 .95 .95 1 .95 .95 .95 .95 Z �U r / BRACED WALL NOTES: U F::.•Gt 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1,3 1.3 1 1 1 1 :: vI!;r' n� EanrEC �•-,EL ,�!.r,� -!°=T=°-=E= REFER TO DETAILS ON DWG-2 rr En.•CEC L•i ALL LRIE .1 ILL F r_L _ FOR HOLDOWNS,STRAPPING,BRACED 5. ADDITIONAL HOLDOWNS _ O �} DI D CONDITION 3 END CONDITION 4 WALL DIAGRAMS AND DWG-1 E UJ �- V E_O_T `_ FOR NAILING SCHEDULE. ALL BRACED 6. GYPSUM BOARD OMITTED Q WALL PANELS SHALL BE FULL-HEIGHT REQUIREMENTS rr�� , ' { SECTIONS OF WALL WITH NO VERTICAL 7. GYPSUM BOARD FASTENING 7 vJ L Return panel: 24" for r braced wall lines s!ieathed w:a.i OR HORIZONTAL OFFSETS. j vx-cd structura! panels BWL W _ 32' for h aced w a1 Ines sheathed titi ,1 BRACE WALL LINE 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 n/ sir uctura!f berboard RESULT REQUIRED BRACED WALL LENGTH (FT) 11 10.5 17 24.6 8.8 12.3 12.3 15.2 15.2 L.L Distance D: 24" for braced wall lines sheathed Wth wood struct lral panes TABLE R602.10.5 page 187 CONTRIBUTING LENGTH -� 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) V J O 32" for braced wa" Ines sheathed v.r°fl1 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 struct�.l�al f.berbCa`d PER PLAN BRACING LENGTH PROVIDED (FT) 19.3 21.5 20 25 9 15 16 18 18 0 � � � � 3. BRACED VVALLPANEL END CONDITIONS AS PER FIGURE R602.10.7 E Lr) 4. EXTERIORAND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE END CONDITION 5 Hold-down 800 lbs capac ty fastened to the edge of the SHALL BE OFFSET NOT MORE THAN 4 FEET. COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y [L = :D � � O ❑ co device: braced wall panel closest to the corner and 5. BRACED UTALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL to the fclndataon or floor fto Vie corner THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. ry 0 O 6. A BRACEDWALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH a.Linear interpolation shall be permitted For SI:1inch=25.4 mm, 1 foo4=305 mm,11b=4.45N END OF A BRACED WALL LINE b.The total adjustment factor is the product of all applicable adjustment factors. r1 co r ) m oho 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL c,The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines L.t_ �J J FIGURE R602.10.7 PANELS SHALLBE NOT GREATER THAN 20 FEET AS PER FIGURE provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. END CONDITIONS FOR BRACED WALL LINES R602.10.2.2 N y C WITH CONTINUOUS SHEATHING -6 " N 0 rn m m °'`3 o n � m w E r 0-0 o w O (` � O O C U C A C C'� d O U O C O f6 N 7 N C - U ox- :E. O N C O G C N= O y O Y C ❑.U N" 0A O Y O a) E C o m-O a)!E N.g3 - r- 0 O o 0 n r o a w D O OU m j? Q U ._.-. O N w hID C y �(on,4' _ O L N � L d O C Cn en C� O 6 (.1 «O. O O CS = E 2_ U O O_ ` U N N f0 V N O N f0 .0 Q cLn C N C al O - 0-M:3 Ulop I s m N m Q H coiaima F mEa.Soa N HORIZONTAL BLOCKING IS OMITTED J _I Jy j PER TABLE R602.10.3(2) m CD m I m m 32'-0" I 4'-0" 4'-0" 32'-0" 4.0, 4'-0" 29'-0" I I I I 4-0 4'-0" I I I 2'-3 31/32" I � CS-WSP CS-WSP FCS-WSP CS-WSP CS-WSP CS-WSP CS-WSP a a tl o o I I � o 0 x [A I , , I U) U) it tt -v U) I ( U BWL 2-1 CS-WSP CS-WSPU ------------- -- ------------------ --- U _ BWL 1-1 --- U ---------- ------ x ---- ---�-- -_---_---_-_ _ a T_ _ _ _- i fV En L) ----------I--------------- I O i _ w 1 I ; N =wZ� x >LU I i I GB METHOD tl uJi TABLE R602.10.4 x0 O �_J ZO`j I INCLUDING TOP A ND ❑ o I z LL x0 BOTTOM PLATES,7"IN FIELDLIJ U L U d i r- I ALL HORIZONTAL JOINTS BLOCKED AND I I � x FRAMING CONNECTIONS AS PER DETAIL 2 ON DWG 2Off _----- I N QZ w in ZN --- - - -r- - - --- ------ N _________ L0 p A C,J � O x i ¢--- 0ui x0 04 Oc II N ---- I N0, NV U ¢- W G - -- -- --- - Cl)----- N -Zui Oa. WHW W _J ¢U nW mm_ UJQ ZW >W U)Lo<O O Oa. O E0 ' =O�OW ' O= ZJOO a O Z a: i 00 -- ---'----- Ua_ i ----- j e U C) O U BWL 1-2 CS-WSP CS-WSP n I °- i --- - --- --------- a --- --- BWL2-2--- o o ----- ' � x rJ � U L o x W CS-WSP CS-WSP CS- SP CS-WSP `r CS-WSP CS-WSP N CS-WSP _ 0 3'-5 CS-WSP I '/a' 3'-9" 5-0" 4'-4 5/32" J 4'-4 1/16" 5'-0" 3'-g" �l cz O 4'-0° 29'-0" 32'-0" 4'-0" •'" M 10 HORIZONTAL BLOCKING IS OMITTED PER TABLE R602.10.3(2) ctct ^� ' �gE ABC U 1 ST FLOOR WALL BRACING PLAN 2ND FLOOR WALL BRACING PLAN - SCALE: 3/16" = 1'-0" SCALE: 3/16"= V-0" I 101, V,r Or Nic