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HomeMy WebLinkAbout49055-Z �O�OguFFOl,fcoGy� Town of Southold - 2/10/2024 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44958 Date: 2/10/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 970 Gabriella Ct,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-4-7.26 Subdivision: Filed Map No. Lot No. ' conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2023 pursuant to which Building Permit No. 49055 dated 3/24/2023 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: additions and alterations, including existing garage altered to a den, deck and attached garage,to existing single family dwelling as applied for. The certificate is issued to Kehl,Diana of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49055 12/12/2023 PLUMBERS CERTIFICATION DATED _ J Aut oriioSignatur FF04 TOWN OF SOUTHOLD �y BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE "oy • � ; SOUTHOLD, NY 0 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#: 49055 Date: 3/24/2023 Permission is hereby granted to: Kehl, Diana 970 Gabriella Ct Mattituck, NY 11952 To: Construct additions and alterations to an existing single family dwelling, to include a garage, den and rear deck, as applied for. At premises located at: 970 Gabriella Ct, Mattituck SCTM #473889 Sec/Block/Lot# 108.4-7.26 Pursuant to application dated 2/15/2023 and approved by the Building Inspector. To expire on 9/2212024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $760.00 CO-RESIDENTIAL $50.00 Total: $810.00 Building Inspector pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh southoldtownny.gov 4UN f`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bob Kehl Address: 970 Gabriella Court city:Mattituck st: New York zip: 11952 Building Permit#: 49055 Section: 108 Block: -7 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Laurel Lighting INC. Electrician: Frank Fenoy .License No: 4718ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 6 4'LED 6 Exit Fixtures Sump Pump Other Equipment: 1 50a outlet, Notes: GARAGE/BONUS ROOM Inspector Signature: Date: December 12, 2023 970 gabriella ct o��suFFnt c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49055 Date: 3/24/2023 Permission is hereby granted to: Kehl, Diana 970 Gabriella Ct Mattituck, NY 11952 To: Construct additions and alterations to an existing single family dwelling, to include a garage, den and rear deck, as applied for. At premises located at: 970 Gabriella Ct, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.26 Pursuant to application dated 2/15/2023 and approved by the Building Inspector. To expire on 9122/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $760.00 CO-RESIDENTIAL $50.00 Total: $810.00 Building Inspector 170 66b OE SOOTqJ05 - ,`0 6 # # TOWN OF SOUTHOLD BUILDING DEPT. co 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: out d" /L J" AeL jefejo r 5mo 6mvsecAJ� ass va DATE 3 INSPECTOR o��pF SOUIyO — # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: rl � Gay' bQ LA. H!l. DATE INSPECTOR �31, Zba - 38f q SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ qe*FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] REN REMARKS: V/2 I vLLCA, v � - d�2 0 lA,v f-, DATE �o�- o?�'-�3 INSPECTOR CU.10.) ... �11....hV 3' �a.ry�,U` KIG,11f)ti N. J. MAZZAF ERRO, P.E. rZOz r ti I n r - PO Box 57, Greeriport,N.Y. 11944 i �. Phone- 516-457-5596 Consultingv 1 � ' July 1, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Kehl 970 Gabriella Court Mattituck,N.Y. 11952 District-1000, Section-108 Block-4 Lot-7.26 Building Permit Number—49055 ` Inspection—Framing On 6/19/2023, I inspected the construction at the noted location. The inspection covered the framing for the addition and alteration to the existing House. The areas inspected included the interior and exterior of the first floor and roof. The framing work included exterior and interior walls, floors, tra�ping�ntegration to the foundation and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF New r0 J.M,q Nicholas J. Mazzaferro,P.E. - c w A �O 0570°�y ROFESSIONQ� N. J. MAZZAFERRO P.E. '-- PO Box 57, Greenport,N.Y. 11944 JUL 13 2023 Phone - 516-457-5596 � II�'�' �iJP7'. Consulting Lhgine,,gr,,,g ., ,.: July 1, 2023 Design, Construction,-Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Kehl 970 Gabriella Court Mattituck,N.Y. 11952 District-1000, Section-108 Block-4 Lot-7.26 Building Permit Number—49055 Inspection—Footing and Foundation On 6/19/2023, I inspected the construction at the noted location. The inspection covered the verification of the footing and foundation for the addition and alteration to the existing House. The areas verified included the footing, foundation wall and foundation wall finish. The inspection results are: I Items verified included footing and foundation wall size and location and the completed foundation wall. The completed foundation work was done according to approved plans and in compliance r with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Of NEW YO Nicholas J.Mazzaferro,P.E. c x ' w �0 05909y ROFESsloW, N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer Septemberl4, 2023 Design, Construction, InWection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 M Re: Kehl 11U , nJ)970 Gabriella Court �� Mattituck,N.Y. 11952 S E P 1 4 2023 r District-1000, Section-108 Block-4 Lot-7.26 BU11DING DEPT. TOWN-C.P S0TMkf.J,D Building Permit Number—49055 Inspection—Insulation On September 14, 2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the interior alterations and garage. The inspection results are: 1 —Walls—Insulation provided and installed by owner.Insulation provided rated as R- 21. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Ceiling/Roof—Insulation provided and installed by owner. Insulation provided rated as R-30/R-49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, the insulation and caulking installation is compliant with all applicable codes and conforms with the design specifications. E Nicholas J. Mazzaferro, P.E. P OF 'z 0 J zw Fp �O 05-7 `ace ARoFESs1oN�'�'� 9� � � cc- � LJ � Sit N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 � FEB - J Phone - 516-457-5596 9 2024 a �f Consulting EngLqgqr f� January 27, 2024 Desi 2 Construction In; c' 'ok'5;rc� Lt$j"tc39t Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Kehl 970 Gabriella Court Mattituck,N.Y. 11952 District-1000, Section-108 Block-4 Lot-7.26 Building Permit Number—49055 Inspection—Footing and Foundation—Rear Deck On 9/14/2023, I inspected the construction at the noted location. The inspection covered the verification of the footing and foundation for the rear deck addition to the existing House. The areas verified included the footing and foundation piers. The inspection results are: Items verified included footing and foundation pier size and location. The completed foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 OF EIV 5� r Nicholas J. Mazzaferro, P.E. 9� 0 W c2s�O LIJ 0 0510gy A;?OFESSIONPV F EB - 9 2024 N. J. MAZZAFERRO, P.E. Li PO Box 57, Greenport,N.Y. 11944 1'1=Gfd!r'g r"epn;;r� g Phone - 516-457-5596 0 Fth01d Consulting Engineer January 27, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Kehl 970 Gabriella Court Mattituck,N.Y. 11952 District-1000, Section-108 Block-4 Lot-7.26 Building Permit Number—49055 Inspection—Deck Framing (Rear) On 9/14/2023, I inspected the construction at the noted location. The inspection covered the framing for the rear deck at the existing House. The framing work included the support frame,joists, decking and railing. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF EW Y I. nA�q Nicholas J. Mazzaferro,P.E. z o F� 4,0. 05109� AROFESS04"' 2/9/24, 1:01 PM IMG_6812.jpg �& F E B - 9 2024 u id R Gab, -e-��a C� 1'3 S 2 https://mail.google.com/mail/u/0/#inbox?projector=1 1/1 FIELD INSPECTION REPORT DATE COMMENTS ro O � FOUNDATION (1ST) H ------------------------------------ ui FOUNDATION(2ND) z 0 O H ROUGH FRAMING& O` PLUMBING " J N r INSULATION PER N.Y. y STATE ENERGY CODE FINAL /e- ADDITIONAL COMMENTS 9 1 /3 3 en 14e 6452�- o 0 30 m s x d r� ro H o�SUFFDtk�oG' TOWN-OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.soutlioldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only L I II- PERMIT NO. q 0 S 5 Building Inspector: ��_J lv/ I� II IUI I� FEB 15 2023 Applications'and forms must be filled out in their entirety.Incomplete . LD applications will not be accepted. Where the"Applicant is not the;owner,an i BUILDING DEFT. Owner's Authorization form(Page 2)shall be completed:, .,i " . ; T'WIVOFSOU`dd,'®L® :V ' Date: OWNERS)OF PROPERTY:,:' Name: SCTM#1000- Project Address: -- __.._w___....._._.�...__.�._�.......�._...._ __. _D..�___._ _ ._���../cw,L._C.�i_�.�._..._._�.o_�t rr?.�..�..._.._....._/�j.�ITi�._4rq� ....Y1,�J _c...M.._.�,.....T_._.............�.. Phone#: _ _ 6 3 ( Email: Mailing Address:_ C x _ . ! CoiAC 'PEkSON: a Name: lQp..� s�f Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: vi " Name: Mailing Address: __. x._..cam. __e_. w.___,....=_ f Fzr✓. v ,T Phone#: _ �- Email: CONTRACTOk INFORMATION: .,' :'. Name: / / Mailing Address: Phone#: i1�3�- �2.�..— .��30 �. Email:0o.0-�u.. /. ... 1'7.e__! DESCRIPTION OF PROPOSED CONSTRUCTION, i ❑New Structure IVAddition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other_ $ 70 ,00.0 Will the lot be re-graded? ;4Yes ❑No Will excessfill-be removed from premises? ❑Yes XNo 1 PROPERTYINFORMATIONa Existing use of property: Intended use of property: Sip 7 Tf9 C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes �91\lo IF YES, PROVIDE A COPY. eof Check Sox'After Reading: The owner/contractor/design professional is responsible for:ali drainage.and storm water,issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department forthe'issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinan'ees 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 toadmit authorized.Inspectors on premises and in buildings)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.;, p Application Submitted By(print me): e e fug/ /9- JC�li �LPdAuthorized Agent ❑Owner Signature of Applicant: Date: 2 STATE OF NEW YORK) SS: COUNTY OF ) 490 / �' �'��� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the e0,v -09 e,7-0 d- R4i i ��Gf{T ft�i ���f�f �-✓ e', (Contractor,Agen Corporate Officer etc.) of said owner or owners,and is duly aut orize to perform or ave er ormed 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 - .20 i),- Notary Public huUH ALICIA WALKER Notary Public State of New York Notary Public State of New York No.01 WA6153064 Qualified in Suffolk Coun Qualified in Suffolk Coun Commission Expires Sept.2 :90' PROPERTY OWNER AUTHORIZATION Commission Expires Sept.25 w t p (Where the applicant is not the owner) I, r�//9A/� /� /Z, residing at �70 5r/�gG�>fi [C q �%p��/�i AA Tl/i-.0� , A).Y. do hereby authorize Al"C's r— 4• zwzyc to apply on my behalf to the Town of Southold Building Department for approval as described herein. z1L-123 Owner's Signature Date Print Owner's Name 2 � qu5� S-v-rz--rf h Sw�o� Ci21 - t4- Fc_p d �� + D CC�COd[ �._ s SVFFQ�� a I ING DEPARTMENT- Electrical Inspector AUG 3 0 2023 TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 CS aff o BUILDING DEIPT. Southold, New York 11971-0959 'fjj 0m'.'(.I?co1rnjT_q tphone (631) 765-1802 - FAX (631) 765-9502 rogerrc@southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date: 8/25/2023 Company Name: Laurel Lighting Inc Electrician's Name: Frank Fenoy, License No.: 4718ME Elec. email:laurellightingjr@gmail.com Elec. Phone No: 631-603-8889 ❑I request an email copy of Certificate of Compliance Elec. Address.: 1977 Main Road Laurel NY 11948 JOB SITE INFORMATION (All Information Required) Name: Bob Kehl Address: 970 Gabriella Court Mattituck NY 11952 Cross Street: Tabor Road Phone No.: 631-513-5616 Bldg-.Permit#:49055 email:dianakehll3@gmail.com Tax Map District: 1000 Section:108 Block: -4-7 Lot:26 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Old garage converted to bonus room, new garage built adjacent to old garage. Square Footage: 1500 Circle All That Apply: Is job ready for inspection?: R YES❑NO R Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-1 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood.Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION,,,, � 0 I rjA ING DEPARTMENT- Electrical Inspector ��5% � AUG 3 0 2023 TOWN OF SOUTHOLD ® - Town Hall Annex- 54375 Main Road - PO Box 1179 ® BUITMING DELI,. Southold, New York 11971-0959 A �p� . tl��� Snj n:�glgphone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtcwnny.gov - seandCDsoutholdtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/25/2023 Company Name: Laurel Lighting Inc Electrician's Name: Frank Fenoy License No.: 4718ME Elec. email:laurellightingjr@gmail.com Elec. Phone No: 631-603-8889 ❑I request an email copy of Certificate of Campliance Elec. Address.: 1977 Main Road, Laurel NY 11948 JOB SITE INFORMATION (All Information Required) Name: Bob Kehl Address: 970 Gabriella Court Mattituck NY 11952 Cross Street: Tabor Road Phone No.: 631-513-5616 Bldg.Permit#: 49055 email:dianakehll 3@gmail.com Tax Map District: 1000 Section:108 Block: -4-7 ' Lot:26 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Old garage converted to bonus room, new garage built adjacent to old garage. Square Footage: 1500 Circle All That Apply: Is job ready for inspection?: FVI YES [] NO ✓❑Rough In Final Do you need a Temp Certificate?: YES FV-�NO Issued On Temp Information: (All information required) Service SizeF�l Ph F�3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectE]Flood Reconnect QService Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION 90 30 PERMIT P Address: Switches Outlets GFI s Surface Sconces H H's i UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini =arbon Micro Generator =ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal .omments L ��, i� ii \V1 1� MAR 14 2 ? ,5�,r S F01kMWAT)ER Scott 11 A. Ru P.DUILL)INV �A I `G/ t^ SUPERVISOR To�WNOFS,f ,i�l ' � AWA\N AG]EN EN �C' SOUTHOLD TOWN HALL-P.O.Box 1179 �� 53095 Main Road-SOUTHOLD,NEW YORK 11971 �y�p4 r J ,fir,�}' ® n f Southold ]�t G 22 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM i, i ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT !;l c; ONLY FOR PROPERTIE,. ONE ACRE IN AREA OR LARGER. ) ! — — _ — _ — _ _ _. _ _ ..— APPLICANT: (Propel-ty Owner, Design Professional, Agent, Contractor, Other) NAME: D geT Date: _� -- Contact Inform ion: �� _ , %/ r►� ��� ?•�'+ I L•.-�la+l8 1'eLphnnp IJ,nnhe0 ,('11 _ C-> ,p F 9 0 `= Property A.ddi ess / Location of Construction Site: !Ii _ I� _____�� ,���i�'c.c� �adr✓=�! _ S.C.T.M. #: 1000 .. -- , District EI; Section Block Lot '! TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT I Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! ® - ' Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ; Area of Disturbance is Greater than I Acre & Storm-sxater Runoff Discharges Directly I to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to issuance of a Building Permit. [3 - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN :!+ a S.P.D.E.S. Permit through the Southold Town EngineeringDepartment hor to issuance of a BuildinePermit. ;. fL 3 I Revievved By: Date: FORM x CMf P-TOC Orrnhar 9n1� 1 SCDMS IMF. NO. RIO - 97 - 0097 ' IL CL-�. SURVEY OF LOT- 21 R "ELI1AffS LANE ESTA TES, SECT. 2 �ro9 �' 4 FLED OCT. g 1996 - FXENO. 9W CIA AT MATTITUCK TOWN OF SOU THOL D SUFFC?LK COON foo® - roe- o4 -P/o 7.1 Scale: 1"= 40' - �• = Dec, 4. 1996 Aig 26. M7 f'flnol 1 0 a . M AS � � q O�� \�J �„r"'•��'� �s�;'*'Y ll�.i''�:.�v.�,�- T."Qa��k?.i:1�ERV�FS �-A - p k =� AQV.071� � �p � �J7 , vo3 OJ� st • :. °' r. , ..5"v6 •J.R - / �91 a.,l.1Ji J:i�.` t _...-�.. �'�•. 'Y 'ram ci�•,f�;' ir/Ff,••. . 1p ► S U EY 110E Y AREA 40,024 sq ft. �'f y`` '.n�an]v • ©� ��� S�Q T.�r rbrp OCT 3 01997 ANY AL MU rM OR AOiDIr4m Tv MS S�trRVEY IS A VMA MW I an lamillar with the STANDARDS FOR APPROVAL The locations of sells and COS-1pools � �' OF SEC MN nog OF rhC Wr rojW STALE VWA FXW LAW, AND cONSTRUCTp OF SUBSURFACE SEWAGE shown here on are from field observations ��'cos EXCEPT AS PfR SEtTx�N�stea SAL A 014 DISPOSAL SYSTEMS FOR SINGLE FAW Y RESIDENCES vnd or front dola obtained from olRers. �' WAMN A VALD FOR and w1H abide b Me Condit ans sal 1"11R /herein and on the SAM WAP OR CCP BEAR SSED SEAL Of 1W su MOR I' - NI9C oR •C WWSE SMM TURE APPEARS A"CA hermit to conslrvcl. AMIONALLY TO COAMY MATH SA0 L W rW TW •AL MRED 9r' - - • MIST BE WED er ANr AAO AU SU"TYM U A r M VA WKS AN R Z 1/971ET OF AN rMW S1AIVEYOR'd Ate. � A�TFO'AIMS tD M ASS1.&W �` SCW WWGNr-TQ-OATE'ARE MOT M COIMCG1�Kf WrM 1W LA 1 ' ' 96 - 317 21 t Suffoik County Dept.of I Labor,Licensing-8,Consumer Affairs HOME IMPROVEMENT LICENSE dame: ROBERT A KEHL f 3usiness'Name th This certifies at the .L i Dearer is duly licensed BUILT RIGHT ENTERPRISES IIVC Dy the County of suffolk License Number:H-48957 Rosalie Drago Issued: 06/22/2011 Commissioner + Expires: 06/01/2023 DATE(MMIDDIYYYY) `�C✓"® CERTIFICATE ®F LIABILITY INSURANCE 02/08/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT Commercial Dept. Shore Line Insurance Agency Inc. PHONE 631 744-1200 FAX 631 744-9695 8 Broadway UNLESS, commercial@shorelineins.com INSURERS AFFORDING COVERAGE NAIC# Rocky Point NY 11778 INSURERA: Utica First Insurance Company 15326 INSURED INSURER B: Merchants Mutual Insurance Company. 23329 Built Right Enterprises Inc. INSURER C: P.O. Box 779 INSURER D: INSURER E: I Green port NY 11944 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR INsn POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE_TO RENTED CLAIMS-MADE X OCCUR PREMISES E occurrence) $ 50,000 MED EXP(Any oneperson) $ 5,000 A Y N ART3000217850 05/20/2022 05/20/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO ❑ LOC PRODUCTS-COMPIOPAGG $ 2,000,000 JECT OTHER:XCU Excluded $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 500,000 Ea a. en ANY AUTO BODILY INJURY(Per person) $ B OWNED X SCHEDULED CAP1055156 04/26/2022 04/26/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY AUTOS ONLY Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ hCIXE'ED ESS LIA9 CLAIMS-MADE AGGREGATE $ I I RETENTION $ WORKERS COMPENSATION SEERIN E OTH- AND EMPLOYERS'LIABILITY ' ANY PROPRIETOR/PARTNERIEXECUTIVE Y❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOY $ If yes,describe under DESCRIPTION OF OP RATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Certificate holder is listed as additional insured in regards to general liability as per written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Diana Kehl ACCORDANCE WITH THE POLICY PROVISIONS. 970 Gabriella Ct AUTHORIZED REPRESENTATIVE i Mattituck NY 11952 Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD A�R01 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDfYYW) 02/07/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO FIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Commercial Dept. PHONEShore Line Insurance Agency Inc. AIr N 631 744-120D A" 631 744-9695 8 Broadway E-MAIL.AppgEss. commercial shorelineins.com INSURER?S AFFORDING COVERAGE NAIC# Rocky Point NY 11778 INSURER A: Utica First Insurance Company 15326 INSURED INSURER B: Merchants Mutual Insurance Company 23329 Built Right Enterprises Inc. INSURER C: P.O.Box 779 INSURER D: INSURER E: Green port NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLMMIICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �/ DAMAGE TO RENTED 50,000 CLAIMS-MADE X OCCUR P E ISE a occu a ce $ MED EXP(Any oneperson) $ 5,000 A Y N ART3000217850 05/20/2022 05/20/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑ PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OT ER:XCU Excluded $ AUTOMOBILE LIABILITY C E acci OMBINEDlent SINGLE LIMIT $ 500,000 ANY AUTO BODILY INJURY(Per person) $ B OWNEDONLY x SCHEDULED N N CAP1055156 04/26/2022 04/26/2023 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY AUTOS ONLY er ff UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTIO $ WORKERS COMPENSATION STT I ORH" AND EMPLOYERS'LIABILITY 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE EL.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If ye;,describe under DESCRIPTION OFOPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder and Diana Kehl are listed as additional insureds in regards to general liability as per written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O. Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Y ' F New York State Insurance Fund PO Box 66699,Albany,NY 12206 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE �. q .0 A A A A A A 451497223 BUILT RIGHT ENTERPRISES INC PO BOX 779 @ ..0 GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DIANA KEHL BUILT RIGHT ENTERPRISES INC TOWN OF SOUTHOLD-BUILDING DEPT PO BOX 779 TOWN HALL ANNEX 54375 MAIN RD GREENPORT NY 11944 PO BOX 1179 SOUTHOLD NY 11971 1 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276 486-4 777876 05/22/2022 TO 05/22/2023 2/9/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2276 486-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WW N.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DI RECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:907154995 U-26.3 l NIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 9m] "° '0 A A A A A A 451497223 BUILT RIGHT ENTERPRISES INC , r• PO BOX 779 a , GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DIANA KEHL BUILT RIGHT ENTERPRISES INC DIANA KEHL PO BOX 779 970 GABRIELLA CT GREENPORT NY 11944 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276 486-4 777888 05/22/2022 TO 05/22/2023 2/9/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW PORK STATE INSURANCE FUND UNDER POLICY NO. 2276 4864, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WW%I.NYSIF.COM/CERT/CERTVAL,ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS, THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:224919733 U-26.3 YoR< Workers' CERTIFICATE CF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by DisabUity and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured BUILT RIGHT ENTERPRISES INC (631)926-8830 242 5TH AVE GREENPORT GREENPORT,NY 11944 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required If coverage Is specifically'limttedto Number certain locations In New York State,i.e.,a INrap-Up Policy) 451497223 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed asthe Certificate Holder) New York State Insurance Fund(NYSIF) DIANA KEHL 970 GABRIELLA CT 3b. Policy Number of Entity Listed in Box"I a" MATTITUCK,NY 11952 DBL 6340 07-0 3c. Policy effective period 05/21/2022 to 05/21/2023 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only C. Paid family leave benefits only 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/14/2023 By •��!` « (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4•C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies anti NYS licensed insurance agents of those insurance carriers are authorized to Issue Form DB-120.1. Insurance brokers are N07'authorized to issue this foram. 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Y:k,, • c� .g Co�C�R�7'�- Fru�f} Soho '�"ce�',�S � . . ,�, 'v • � ... t4 eR4 Ac T VI OF Ar , 2 X J o pC 1 ,Td,ts=s To $ ' TsCa To ,(E(3�.Ee� : : { R�fiESS1ONP�'�c. ro clgoi'-t , , { i GENERAL NOTES i i • CONSTRUCTION NOTES WIND FRAMING NOTES ABBREVIATIONS PLAN CONTENTS I. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/ISR/NYS CODES AS LISTED BELOW ADJ ADJACENT MIN. MINIMUM OCCUPANCY CLASSIFICATION RESIDENTIAL INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE ALUM. ALUMINUM MR MOISTURE RESISTANT FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK 1. RIDGE-TO-RAFTER ASSEMBLY: APPD. APPROVED 11W MILLWORK BUILDING HEIGHT 318.78'ABOVE AVERAGE GRADE STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO BRD. BOARD PIC NOT IN CONTRACT CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON BRK. BRICK OC ON CENTER I STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED SOT. BOTTOM OS OUT SWING DESIGN CRITERIA CODE 2018 IRC,2017 NYS UNIFORM SUPPLEMENT 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 20181RC AND 2017-NYS SUPPLEMENTS. NUMBER OF NAILS IN THE STRAP. CL CENTER LINE OF-G. OPENING 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THATALLWORK AND CONSTRUCTION 2. RAFTER-TO-WALL ASSEMBLY: CLG CEILING PL PLATE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALLTO TOP PLATE COL COLUMN PLUMB. PLUMING THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH CONC. CONCRETE FLYWD. PLYWOOD SHOULD BE ADHEREDTO EVEN IF IN VARIANCE WITH THE PLAN. STUDS BELOW,RAFTERS OR TRUSSES SHALL REATTACHED TO THE WALL TOP PLATEAND THE CONT CONTINUOUS FT. PRESSURETREATED DESIGN LOAD LOADS PSATIONSI EXT.DEC BALCONIES 60 4. DIMENSIONS SHALLTAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) WALLTOP PLATE SHALL BE ATTACHED TO THE WALLSTUD WITH UPLIFT CONNECTIONS.ROOF CT. CERAMIC TILE FNT, PAINTED (LIVE LOADS PST) DECKS 40 " S. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO ATTICS W/O STORAGE 10 OVERHANGING NACCO DANCE FTHEBUILDING SHALL BE CONNECTED WITH UPLIFT DEMO. DEMOLISH PVC POLYVINYL CHLORIDE i RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR ATTICS W/STORAGE 20 CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. DIA DIAMETER FPC. REFLECTED CELL PLAN CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY 3. WALL-TO-WALL ASSEMBLY: DR. DOOR fEQ. REQUIRED ROOF(GROUND SNOW LOAD) PER NYS 301.E PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR ROOMS(OTHER THAN SLEEPING) 40 'WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT DWG. DRAWING FM. ROOM A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ROOMS(SLEEPING) 30 CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE EA. EACH F,O, ROUGH OPENING 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. STAIRS 40 I WITH STUDS WITLOW,THE STUDS ONNECTHALLBE ATTACHED CCORDANCEOA COMMONHTABLE MEMBER IN THE FLOOR ELEC. ELECTRICAL :IM. SIMILAR 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS GUARDRAILS(ANY DIRECTION) 200 ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. EQ. ELEVATION SPEC. SPECIFIED OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. 4. WALL ASSEMBLY TO FOUNDATION: EQ. EQUAL :TL STEEL ' 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE EXIST. EXISTING 1&G TONGUE AND GROVE EXPOSURE CATEGORY DESIGN FOR CAT.C I BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXT. EXTERIOR TEL. TELEPHONE 1 9. WIND LOAD REQUIREMENTS SHALL BETAKEN INTO ACCOUNT DURING CONSTRUCTION. CONCRETE FOUNDATION AND SLAB-ON-GRADE,IS INCHES IN MASONRY BLOCK FOUNDATIONS,OR F.P. FIREPLACE ISO TO BE DETERMINED LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS F.R. FRENCH 10. TOP OF (ROOF-FOUNDATION) AND GENERAL NOTES ARE LAPPED UNDER THE BOTTOM PLATE,31NCH SQUARE WASHERS SHALL BE USED WITH THE GALV. GALVANIZED TYP. TYPICAL FOUNDATION NOTES ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE GWB GYPSUM WALL BOARD LNG UNLESS NOTED OTHERWISE NAILING SCHEDULE SEE GENERAL NOTE PAGE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM HVAC HEATING,VENTING& VF VERIFY IN FIELD ' THE END OF ASILL PLATE AND ALL CORNERS. AIR CONDITIONING 4// WITH 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO S. TYPE I EXTERIOR SHEARWALL CONNECTIONS: INSUL INSULATION V/D. WOOD EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OFA INCH WOOD STRUCTURAL PANEL ON THE INT. INTERIOR V/P WATERPROOF 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE IS IN SWING )PS EXTRUDED POLYSTYRENE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314IRC. 3. PROVIDE J"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR FIELD,AND'J INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT LEIS POUNDS (SMOKE&002 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R3151RC. MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 7"O.C.PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH MAX. MAXIMUM I 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURESHALL BE REQUIREMENTS SPECIFIED IN TABLE 3.15a-0. MO. MASONRY OPENING ENERGY CALCULATIONS 20i81ECC ' INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: j - 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO 8E 4000 PSI.CONCRETE TO BE POURED ON 4" TYPE It EXTERIOR SHEARWALLS SHALL MEE7THE REQUIREMENTS OF TABLE 315a-b TIMES THE i THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3,16. THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 7. INTERIOR SHEARWALL CONNECTIONS: 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 1.8"x24"ACCESS OPENING.INSTALL ONE 8x16 ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE I CAST IRON FOUNDATION VENT FOR EVERY 160 SQ/FT OF AREA. INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. RESIDENTIAL CONSTRUCTION CODE. S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: i S. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN CLIMATIC&GEOGRAPHIC DESIGN CRITERIA ACCORDANCE WITH TABLE 3.5 WINDOWSILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH TABLE 3.5. L-- 1 9. CATHEDRAL CEILING ASSEMBLY: GROUND WIND SEISMIC FROST WINTER ICESMELD FRAMING NOTES WHEREA RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HFA COD LOO ZARDS i NOTCHED AND ANCHORED ON TOP Of THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED EACH RAFTER-T0.RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE 20 PSF 130 B SEVERE 3 FT. MCOERATE SUGHTTO il' NONE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS, re HEAVY MODERATE 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENTSBC HIGH WIND ADDITION WOOD FRAMING CONSTRUCTION MANUAL i 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+gTR.DOUGIAS FIR. DECK & COVERED PORCH NOTES 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. i UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL . ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS L EACH SIDE OF 2• GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON OPENINGS.BEARING WALL WINDOW SILLS SHALL L OP HAVE(2)WINDOW SILL PLATES 8'-FOR PROVIDE WALL FRAMING AND FASTENER INFORMATION OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO i FIRE STOP AND BLOCKING WHERE APPLICABLE. CONCRETE WITH A MINIMUM I,INCH DIA x 12"LONG ANCHOR BOLTS AND WASHERS AND NUTS. _ 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHOREDTO A 12xi2x12 THICK CONCRETE FOOTING.USE MARK LOCATION SIMPSON TIE# INSTALL NOTES I ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. A MINIMUM}DIA x SO"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHAH BE 3 FT. 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR THE BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD GIRDERS. 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-i}"x 15 CAPACITY UNLESS NOTED ON PLANS. 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. } ' 7• PROVIDE(2)13/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. 2 RAFTER/WALL LSTA/J.6 EVERT'RAFT 12 GA-1}"x 16 AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH fINCH DIA BOLTS WITH WASHER AND NUTS WHERES. j I DORMERS RUNNING ON FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. 3 WAIL/WALL LSTA/21 EVERY STUD 20 GA-1}"x 21 WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOISTSHALL ALSO BE UNDER ALL BEARING WALES. ANCHORED TO GIRDER(S), 4 WALL/BASE PL RSP44?+M. EVER.STUD 20 GA-2 I-x 41 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS S. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED IN THE SAME MANNER AS A TYPICAL NEEDED. BUILDING. 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 5/8"THICK,4 PLY FIR COX S BASE PL/FOUND j"0 ANCHORS W-O"O.C. ADD AS NEEDED EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES 12. UNLESS OTHERWISE NOTED USE J"THICK T&G FITS FIR OR ADVANTECH PLYWOOD SU BFLOOR - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. IRC CODE-2015 13. ALL BATHROOM WALLS TO HAVE'"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND I. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL TABLE R602.3(1)-GENERAL CONSTRUCTION CODE TABLE R602.3(3)-SHEATHING I CEILINGS AND OVER FURNACE TO HAVE-THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL TABLE R802.6(9)-FRAMING-ROOF TO HAVE REGULAR Ji`"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. 3. IF WALL STUDS,PLATE$OR JOISTS HEADERS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING 14. ALL ROOF SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR APPROVED EQUAL.FLAT ROOFS RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE PER SPEC 1609.1.1-2015 IRC+NYS 2017 SUPPLEMENFAL DESIGN- SHALL BEAPPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM TORCH DOWN TYPE MATERIAL STRUCTURE.VERIFY WITH THE APPLICABLE CODE AND MANUFACTURE'S RECOMMENDATION FOR WIND SPEED IS 130 MPH I OVER. MAXIMUM HOLE SIZE AND SPACING PERMITTED. I 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO I , BE INSTALLED WITH A FOAM SILL GASKET AND COP-RTEXTERMITE SHIELD OR APPROVED EQUAL HVAC NOTES NAILING SCHEDULE I 16. ALL WOOD FRAMING IN CONTACT WITH CONCRETES OR MASONRY IS TO BE PRESSURE TREATED. 'ACQ'DESIGNATION REFERS TO CURRENT TO TREATED WOOD STANDARDS AND SHALL TAKE THE PLACEOF'CCA' ROOF FRAMING:PER 20t81RC-CHAPTER 8 PLICABLE CODES AND 1 17. ALL TJI'S ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION AND I. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL AP WALL FRAMING:PER 2018 IRC-CHAPTER 6 I SHALL INCLUDE SQUASH BLOCKING WEB STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER SAFETY REQUIREMENTS. FLOOR FRAMING:PER 2018 IRC-CHAPTER 5 _LOAD BEARING AREAS 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE ROOF SHEATHING:PER 20181RC-CHAPTERS 18. STRUCTURAL STEEL A51M A36-FV-36 K51 EQUIPMENT SUPPLIER. ROOF SHEATHING: 8 1 3. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE W/OTHER TRADES FOR INSTALLATION CEILIWALL SHEATHING:PER R 20I 8 IRC CHATTER 7 4. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT ITTO THE FLOOR SHEATHING:PER 2018 IRC-CHAPTER 5 I GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL ELECTRICAL NOTES S. HVAC TO VENT ALL DRYER&OOOKING EXHAUSTS. i I. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY QUALIFIED INSPECTOR. i 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14NEC. SOIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS i 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION R314 AND R315 OF IRC. 1. NEW FILL TO BE CLEAN OF MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 1 ENERGY NOTES FILL REMOVE AND ADD ADDITIONAL FILLAS NEEDED.2. PANEL EDGES SUPPORTS IN THE PANEL FIELD COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM W PERIMETER Sd COMMON @ 6"O.C. 8d COMMON @ 6"O.C. D 1557).COMPACTTHE SOILAT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILLTESTED BYA EDGEZONE PROFESSIONAL AGENCY FOR COMPACTION. I F Nf 1. THIS DESIGN COMPLIES WITH THE 2018CO81RC WITH S CODE AS A OF THE 20:L8 IDESIGN. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ' 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. ' 3. PRESCRIPTIVE DESIGN-APPLIED AS PER CURRENT ENERGY CODE.THE FOLLOWING ELEMENTS ARE GABLE ENDWALL RAKEAND RAKE TRUSS Bd COMMON@4"O.C. Bd COMMON@4"O.C. j C> y0 J"M n ` INCLUDED-ROOF/WALLS/FLOORS/BASEMENT/FOUNDATION+VENTILATION OTHER NOTES ' WALL SHEATHING REQUIREMENTS FOR WIND LOADS I 9,(• i F 1. PROVIDE "TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON � FIREBLOCKING NOTES ACCESSIBLE AREAS. SHEATHING LOCATION NAIL SPACING AT NRILSPACING AT INTERMEDIATE 70PANEL EDGES SUPPORTS IN THE PANEL FIELD j f 70 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 4'EDGE ZONE Sd COMMON @ 6"O.C. W COMMON @ 12"O.C. + _� FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE 3. INSTALL 1-0O2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, I ` F HORIZONTAL)AND i0 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP IREBLOCKING SHALL BE PROVIDED TO CUT OFF ALCONCEALED DRAFTOPENINGS(BOTH VERTICAL AND 4. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITYTO ASCERTAIN ALL PREVAILING PROCEDURES INTERIOR ZONE Sd COMMON @ 6"O.C. £d COMMON®12"O.C. w,O INCLUDING STORAGE AND TOILET FACILITIES,PROTECTION OF EXISTING WORK TO REMAIN,ACCESS OA STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I TO WORK AREA,HOURS OF PERMITTED WORK,AVAILABILITY OF WATER AND ELECTRIC POWER AND 05709 THE FOLLOWING LOCATIONS. ALL OTHER CONDITIONS AND RESTRICTIONS FOR THIS PARTICULAR LOCATION IN OROERTO EXECUTE ROyyP�' 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE THE WORK IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE DISTURBANCE TO THE I ' CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALLALSO FeSSiO BE PUBLIC. i FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR S. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES GLASS FIBERSHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL TEMPORARILY DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. ROWS OF STUDS OR STAGGERED STUDS. 6. IN THE COURSE OF CONSTRUCTION.A CONDITION EXISTS WHICH DISAGREES WITH THAT AS 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS INDICATED OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS ON THESE DRAWINGS,THE CONTRACTOR SHALL STOP WORK AND N07IFYTHE DESIGNER OR THE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENGINEER IMMEDIATELY.SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK,HE I # ISSUE/REVISION DATE ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST 7. THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. I 1 ISSUED FOR PERMIT5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CODE. " 2 I I a I 1 4 NJ.MAZZAFERRO,P.E. ORAWNeY:ZEN j PROFESSIONAL ENGINEER DAZE:08.24.20 P.O.BOX 57,GREENPORT NY,11944 516.467.6696 EMAIL mez_Iln@msn. n SCALE:NO SCALE GENERAL NOTES SHMNO: i • I I - 1 SUBFLOOR 2ND FLOOR WALL JOIST STEEL BEAM SUBFLOOR if-MIN �•-^WOOD JOISTS 4"DIA MAXIMUM ! HANDRAILS 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM 1ST FLOOR WALL SUBFLOOR WITH Je"DiA BOLTS 048"O.C.STAG JOIST ------W x}"x B"STEEL TOP AND BOTTOM PLATE STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" T-------=STEELSEAM WITH f"x 6"ANCHOR BOLT}"GROUT OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS) 4 M FLOOR JOIST DEPTH USPNUMBER DESCRIPTION APPLICATION 4"•8" LSTA36 1-i/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH A OPEN BALUSTER ATTACHED TO WALL STUDS ON ALL OPENINGS NAILING PLATE IF NEEDED)TO BE APROX. ! STEEL - LSTA48 1-i/4"x48"16ga.STRAP INSTALL NO"O.C.AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW L TT DETAIL STUDS ON ALL OPENINGS FOR SHRINKAGE(PROVIDE STRAPPING TO STEEL/BOOTTOM BEARING HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH KEEP JOISTS ALIGNED) STAIR RAILING OF THE STAIRS.HANDGRIP PORTION OFALL HANDRAILS SHALL NOT BE LESS THAN 11/4"NOR MORE THAN 2"IN CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE i I I ENDWALL KIIG STUD I o I ' SIDEWALL WOOD JOIST CRIPFLE STUD 4"DIA MAXIMUM j I HEADER t z i FLOOR USPNUMBER DESCRIPTION APPLICATION GIRDER/HEADERJAC(STUDS f i PS"POST ANCHOR J.ST ADS5 HOLD DOWN ANCHOR CONNECT T0 1 SIDE OF ALL CORNERS 9 CONC.SLAB(AS OR TO FOUNDATION W/ANCHOR BOLTS 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1.SIDE OF ALL CORNERS SPLICED JOISTS OVERHEADER/GIRDER rl ON BOTH SOT.PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF 1ST FL.CONNECT JOIST TO RT10 TYDOWN CONNECTTO ' DECK PIER PER PLAN THROUGH THE FLOORS TO EACH OTHER GIRDER/HEADER ANCHOR EA JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION i W/THREADED ROD. GUARD RAILING g 8"DIA. ALLOPENINGS LSTA12 1-L/4"xi2"20GASTRAP APPLY TO EACH JACK STUD "Q CONC. ALLOPENINGS RT30RRT7 T)DOWN ANCHOR APPLY TO EACH CRIPPLE STUD PIER I WALL STUD i METALSTRAP — FLASHING TUCKED UNDER TOP PIECE ! OF SIDING AND LAPPED OVER FIRST ARM BOARD DEL SILL PLATE TERMITE ^ r�" r CONTIN.PIECES OF SIDING BELOW SILL PLATE(S) ; , . ". SHIELD SILL GASKET JJ"DIA.LAG BOLTS W/WASHERS , CONNECTED TO BUILDING 0 16"O.C. FOUNDATION .. '• ANCHOR BOLT EMBEDMENT: POURED CONCRETE:7" BLOCK WALL•15" WOOD JOIST FLOO+FRAMING TSSTAIR TREADSTRAPPING TO BE ATTACHED TO WALL STUDS 0 48" USE WITH 3x3 SQUARE WASHERSOC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LSPS58) BLOCKINGBLOCKING FOR LAG BOLJOIST HANGER RIM BOARD FLOORJOISTDEPTH USPNUMBER DESCRIPTION APPLICATION T RIM JOIST/ANCHOR BOLT CONNECTION FOUNDATION i"DIAANCHORSOLT WOOD GIRDER--�' STRINGER4" " LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"D.C.AND JACK SUPPORTING MAXIMUM SPACING STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION iSTORY72^OC (CRAWLSPACE OR FND) 8"-14" LSTA30 1•1/4"x30"18ga.STRAP INSTALL 4'0"O.C.AND JACK PROVI DE BLOCK ING BFIWEEN JOISTS THAT ARE SPACED (CRAWL SPACE OR FND) STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2 STORY 36"0C AND OVER OVER BEARNG WALLS AND HEADERS. _ I , 14"-16" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK WALL BOTTOM PLATE TO 1-2 STORY STUDS ON ALL OPENINGS FND.(SLAB ON GRADE) fi7"OC i STRINGER TO DECK/PORCH CONNECTION • DECK/PORCH LEDGER CONNECTION I i UPPER SHEAR WALL CONC.SLAB BOLTS 6 MIL.POLY GRANULAR FILL CORNER BRACKET ANCHOR TYP.CONC.FND.DAMPPROOF STEELCOLUMN OF N�W i EXTERIOR 6MIL POLYON EXT. ='I O CONC-SLAB _ 5 WOOD JOIST THREADED ROD COMPACT FILL I , KEYWAY FOOTING. DOUBLE TOP PLATE ..i'. GIRDER/HEADER CONC-FOOTING. ,-T'^% ANCHOR F WOOD JOIST 4 � y 7[ REINFORCING BAR 5CORNER BRACKET DRAIN TILE MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE BOLTS a 24"x24"xi2"CONC.FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, LOWER SHEAR WALL ki SET FIR JOISTS APROL}"HIGHER THAN LVL HEADERS TO TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. ♦ ' WHERE NEEDED FOR STRUCTURAL BRACING. FO 05'�O SHEARWALLTO SHEARWALL HOLD-DOWN DETAIL '• p1? 0ressiO�P`' I POST GIRDER GIRDER/HEADER • ISSUE/REVISION DATE i � 1 ISSUED FOR PERMIT 06.24.20 POST/COLUMN I ' . 'yy•� 1 12"xi2"xi2" ?. CONCRETE PIER -'r•' CONCRETE FOOTING I POST TO GIRDER/HEADER CONNECTION NJ.MAZZAFERRO,P.E. DPAW144Y:ZM DECK POST FOOTING CONNECTION HEADER/GIRDER TO POST CONNECTION j DATE08.24.20 PROFESSIONAL ENGINEER LOCATION USPNUMBER DESCRIPTION APPLICATION 4410LID COLUMN P8544/PBSE44/KC44 PJST CAP ANCHOR APPLY TO EACH COLUMN P.O.BOX 57,GREENPORT NY,11.944 LOCATION USPNUMBER DESCRIPTION APPLICATION LOCATION USPNUMBER DESCRIPTION APPLICATION 516.457.5599 EMAIL majInOmsn.com SCALE:1/2"'ib^ 4x4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING (2) BEAMS PAU44OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER 6x6 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN TYPICAL DETAILS SHEET NO: 6x6 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING (3) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLYTO EACH PIER HOLLOW COLUMN SIMPSON STRAP KC.ANCHOR APPLY TO EACH COLUMN -7 -- -. _ D-2 i I , , THROUGH-ROOF EXHAUST VENTS RAFTER ' - ����i^\SELECTED AND LOCATED BY CONTRACTOR 1 RAFTER VENTILATION CHANNEL AS REQ. 1 RAFTERS MAINTAIN VENTILATION NEOPRENE GASKET TOP PLATE RIDGE \ BLOCKING \ " 2x4 LEDGER OF lACK 2x4 SOFFIT JOIST RO WALL STUD CONTIN.SCREENED VENT FASCIA \ - GUTTER \ ROOFING LADS FLASHING CONTIN.SOFFIT AT SIDES AND TOP , LOCATION USP NUMBER DESCRIPTION APPLICATION ATTIC SHALL BE PROVIDED WITH A /EXT.PLYWOOD .NET FREE VENTILATING AREA FLASHING LAPS ROOFING ROOF lSTA24 1-1/4"x24" MIN 20GA.STRAP APPLY OVER RIDGE TO EACH RAFTER AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION NOT LESS THAN L+OF THE AREA ROOF VENTILATION/SOFFITED RAFTER/PLATE RT15 TYDOWN ANCHOR I CONNECTTO EACH RAFTER OF THE SPACE VENTILATED.ALL SAVE DETAIL TO PLATE - OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT ROOF JACKS&VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TYPICAL RIDG E TO RAFTER STRAPPING METAL MESH OPENINGS OF}"IN TO EACH STUD DIMENSION. , .I I • i i I ' ' I ' i RAFTER RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO TOP PLATE SHEATHING THROUGH VENT WALL STUD NOTCHED RAFTER •"'� RAFTERS RIDGE PRE-MANUFACTURED KEEP SHEATHING LOCATION USP NUMBER DESCRIPTION APPLICATION RIDGE VENT FOLDS MIN.IL4/2"FROM 4"-8" RT30 iO3/4•x 18ga CONNECT TO EACH RAFTER OVER RIDGETO PEAK TO ALLOW TYDOWN ANCHOR CONFORM TO SLOPE FREE AIR PASSAGE OF ROOF 6•-12" RT20 21-1/8•x 20ga CONNECT TO EACH RAFTER TYDOWN ANCHOR TYPICAL RIDGE BEAM TO RAFTER STRAPPING I i I - I i i WALL STUD BATHTUB BOTTOM PLATE SUBFLOOR LEDGER WALLSTUD DOUBLEJOIST BOTTOM PLATE RAFTER i i DOUBLE JOIST RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION DOUBLE JOISTS FOR NON BEARING WALLS 2x8.2x8 L526 I 189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER , 2x10 L5210 18ga.SLOPE HANGER APPLYTO EACH RAFTER/LEDGER , DOUBLE JOISTS UNDER ALL BATHTUBS I I I ' --}} c DOUBLE TOP PLATE O --- t"PLYWOOD SPACER FASTENERTYPE: SPACING: I i No.8 WOODSCREW BASED 16"O.C. O 0 O I O O II ANCHOR WITH 21N. WOOD HEADER/WOOD BEAM i EMBEDMENT LENGTH I REFER TO FLOOR PLAN TYPICAL HEADER OR AS PER PLANS No.10 WOOD-SCREWS BASED 16"O.C. (2)216 JACK STUDS R.R.AT 16"O.G AS PER PLANS ANCHOR WITH 21N. 2x6 KING STUDS EMBEDMENT LENGTH O O Ob O O RpUO TYRBOTH SIDES MT324CRAFTERTIE BYSIMPSON OR OF NEy, 0. L _- __ -- _ - -- O i 0 H EQ.TYP AT WIN.MDR. O L }'DIA LAGSCREW BASED 16 O.C. pp'Qi OpFNiy DBL,TOP PLATE AT SECOND FLOOR ANCHOR WITH 21N. I ��Np C EMBEDMENT LENGTH. pJy _�ORATSINGLESTORY HEADER DETAIL V Z ii 1 i O }"APA RATED SHEATHING I n GRADE PLYWOOD 2x4 DF R2 STUDS II (ALTERNATIVE: g"O.S.B.) I 4'-0" 1}"x24"20 GAGE HEADER STRAPS TYPAT 2ND FLOOR EXT.WALLS FO }"APA PLYWOOD SHEATHING O O 0 O DOUBLE 2x6 TOP PLATE TP. C Np 1Q°�y WINDOW 0 - WINDOWSILL i ��_-� OPENING j ARDFESSIONPV - _- _ TYP.WINDOW OPENING O O O O O ='- -'`��„ '�"-"1 USE 8d COMMON NAILS @ 6.O.C. AT FIELD AND 4"0 EDGES-REFER PANEL SPAN EQUAL OR SMALLER THAN 4 FEET FASTENER TYPE: SPACING: TO PLANS FOR DESIGNATED AREAS 2x6 WALL FRAME 0 16"O.C. I i ► ISSUE/REVISION DA7t 2x6 BLOCKING TYP.AT SEAM AT 1}"x24"20 GAGE JACK STUD No.8 CREW BASED 8"O.C. 1 :: -{/—ALL BLDG.CORNERS STRAPS TYP AT 2 SIDES OF OPENING ANCHOORR WITH 2IN. 1 i ISSUED FOR PERMIT 08.24.20 EMBEDMENT LENGTH O O O O O _ _ - z_ No.10 WOOD-SCREWS BASED 8"O.C. ANCHOR WITH 21N. '- ----•-•'"' --- EMBEDM ENT LENGTH O _ - 2x6 WOOD STUDS AT 16"O.C.TYP. it --RIM JOISTS I }"DIA LAGSCREW BASED 16"O.C. 0 01 O ANCHOR WITH 21N. EMBEDMENT LENGTH. - CDX EXTERIOR GRADE PLYWOOD z 1}"x24"20 GAGE HEADER STRAPS-- �" Q MULTIPLE PLYWOOD SHEATHING TYP. "-IE TYP.AT EACH STUD. ASSEMBLIES(2)2x4 DF#2 _ _ I DRgY,ryl BY.. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL WITHS CONNECTED SSSTETHER '-_ :: I NJ.MAZZAFERRO,P.E. GALVANZIEDBOLTSELEL OR WALL/HEADERTYP.AT EACH STUD. ! PROFESSIONAL ENGINEER 1}"x24^20 GAGE HEADER STRAPS AS PER SEC.1609.1.2.2015 IBC&NYS 201T SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) W/WASHERS AND NUTS 0 RIM JOISTS AS PER PLANS DATE 0824.20 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A 2%0"O.C. - i P.O.BOX 57,GREENPORT NY,11.944 MINIMUM THICKNESS OF k AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO SCALE:1/2•-1'-0• STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO77 I 518.46T.6698 EMAIL:mq�llnr2msn.eom SECTION 1609.1.4,1609.6.5 AN D TABLE 1609.1.4.OF N.YS.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUTTO SIZE TYPICAL DETA SHEET No: AND READY MUSE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING 17 IS TO COVER.HARDWARE I _ , USTACCOMPANYSHUTTERSFORINSTALLATION. NAILING DETAIL(ELEVATION) 1 __ - - -' M - TYPICAL WALL STRAPPING DETAILS I _ - _ ._ p_3 I I i