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Home My WebLink About50335-Z �OF SOUryo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd Couxrr.�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45836 Date: 12/15/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1210 Country Club Dr Cutchogue, NY 11935 Sec/Block/Lot: 109.-3-2.14 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/03/2023 Pursuant to which Building Permit No.50335 and dated: 02/13/2024 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: addition and alterations, including finished room over existing garage, to existing single family dwelling as applied for(6 bedrooms). The certificate is issued to: Pasquale Celli,Lorraine Celli Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-17-0013 1/1.1/2024 ELECTRICAL CERTIFICATE: 50335 09/11/2024 PLUMBERS.CERTIFICATION: Brad Piecuch 08/28/2024 71 AA Auto Uzedignature SUFFot,tA- TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 50335 Date: 2/13/2024 Permission is hereby granted to: Celli, Pasquale 1210 Country Club Dr Cutchogue, NY 11935 To: Construct addition and alterations to existing single family dwelling as applied for. Has BOH green stamp for a completed, updated sanitary system. At premises located at: 1210 Country Club Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-3-2.14 Pursuant to application dated 8/3/2023 and approved by the Building Inspector. To expire on 8/14/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $885.00 CO-ADDITION TO DWELLING $100.00 Total: $985.00 I, Building Inspector o'*oF so�ryQ1 � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCa_town.southold.ny.us Southold,NY 11971-0959 OU�'N^�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Celli Pasquale Address: 1210 Country Club Dr city,Cutchoguest: NY zip: 11935 Building Permit#: 50335 section: 109 Block: 3 Lot: 2.14 I WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY I Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors 2 Sub Panel 60A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 13 4'LED Exit Fixtuies Sump Pump Other Equipment: 60A Sub Panel 12 Circuit/ 8 Used (2) 115Arc (1) 120GF1 Breakers, LV Smokes Notes: Garage Addition & Finished Room Over Garage I I i I Inspector Signature: Date: September 11, 2024 i 121OCountryClubAdditionElectric(1) i i II ®g�gFRjq a oG i emn Halt Annexr yy+ yam, Teleph.one,(631}765-18 54VS Main Road 2. R C}.Box 1179 CDcc 5ouinold,NY 19971-0959 SEP 2 0 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUIi.DIlVG BEPT. TOWN aF SOUTHIOI T" CERTIFICATION Pate: I i Building Permit No_ d ®_ b Owner. (Please print) i Plumber::t'cL :?f 'P C Lt Lb (Please print) I i certify that the solder used in the water supply system contains less than 2/I 0 of I%lead. (Plumbers Signature) Sworn to before me this day of - 20 . I Notary Public, �! County j SUdAN A.RM20 Notary Pubric"State of Newyork No.01RIS183459 Qualified in Suffolk County Commission Expires March 17.2 2 jr � i I i f �OF SOUTy /7 # * TOWN FSOUTHOLD BUILDING DEPT. °`y�o��►,N 631-765-1802 INSPECTION- [ ] FOUNDATION 1ST./ REBAR [ ] 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: / I'l a , �Q �,� �Cf 60rA 4 a L 2 cnnl �-�, �� oil- � �r,-v sf DATE INSPECTOR ` Gj 0�✓' laF SOUIyo� - — — f f TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO NDATION 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: / & DATE 5 G-a INSPECTOR �o�*OF SOUtyo� p33�# # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [vj FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL 44 REMARKS: o ov a441k DATE �� 3�07 INSPECTOR OF SO(/lyo� f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 /INSPECT ION [ ] FOUNDATION 1ST [ OUGH PL13G. [ ] 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: DATE INSPECTO OE 50UTyo� TOWN OF SOUTHOLD BUILDING DEPT. couHr►��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] I ULATION/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: ifft v� Gait 64?e DATE g _ INSPECTOR. pF SOUIyo n' y TOWN F SOUTH_OLD. BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: Q acUl hoA Q ve ;0019d 1-0004 AcIA DATE INSPECTOR OF SOUTyOIo ( - / � /�l-✓'t� �J�� # *. TOWN O�S� OUTHOLD BUILDING DEPT. / - °`� 631-765-1802 I'N,SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: DATE So _ INSPECTOR " OF SOUTyo # TON OF SOUTHOLD BUILDING DEPT. coU 631-765-1802 INSPECTION. [ ] FOUNDATION 1 ST/REBAR [ ] 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: `t' �/�'✓ wow�1n LSrvct_*'e J DATE 1 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) - ----------------------------------- I i al FOUNDATION (2ND) 09 z ROUGH FRAMING& PLUMBING \ l At 14 d Gl Q V4 ic L4V& � r r� INSULATION PER N.Y. STATE ENERGY CODE o ,Pig. FINAL ADDITIONAL COMMENTS co 9 -1 e y • 2Z ' 'Z`� C Gofrt c, -� p--z g- Qa4 ol At/t TQ Z ( , I I I i c x o r� _ ro W � I I 1 TOWN OF SOUTHOLD-BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P.0. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 hill2s:H kw�v.soutlioldtowiiiiy.gov Date Received APPUCATM FOR BUMMG PERNT For Office Use Only JD�✓5 Building Inspector: AUGi PERMIT NO. — 3 2023 -" Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an 13I1I WNG D17• 'T, Owner's Authorization form(Page 2)shall be completed. '��; 'it 1� unA{ .i. Date: OWNER(S)OF PROPERTY: Name: fq l —r (1 C i SCTM#1000- Project Address: a jO ('J-W-h Phone#: CT t '1•�L� !� 1 Email: ! t ( f �� rA�CD., C 0 M U Mailing Address: SA M e o,(l p po Sect CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:MRR c•hruA(' 2. Mailing Address: l 9 3 S Phone#: 3 3 Email: J�S' f'L`h(�-t�CT 6 AIt,(Q(tftC' CONTRACTOR INFORMATION: Name: Rob G U�'�✓t Mailing Address: Phone#: J-(to -aa Email• j ��ll` , cuBulLd o life . rJeT DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure laAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ ocin Will the lot be re-graded? OYes No Will excess fill be removed from premises? es; I]No X I 1 PROPERTY INFORMATION Existing use of property: � 1�.7�NCf? Intended use of property: Zone or use district in which premises is situated: Are there any cov��ants and restrictions with respect to this property? YeN NJs+ o IF YES,PROVIDE A COPY. WCheck Box Al Cyr Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(pri t nam ): M A W ,SC q W4a T- Z Authorized Agent 130wner Signature of Applicant: Date: oo/03�23 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Su Qualified in Suffolk County C�✓�J Commission Expires April 14,2 � Iftor-1-11- � being duly sworn,deposes and says that(s)he is the applicant (Name of individudl signing contract)above named, (S)he is the (C ntractor,Agent,C rporate 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 2"lday of 20 Notary Public PROPERTY OINNLR QU'fl HGR TM (Where the applicant is not the owner) y _ ' f c ' l� f g 1 LL_C. n residing at_I o'Z I1b G2U tUty (—,Liq � Ok LU"ft r�lC4(AC do hereby authorize MAR l AR R K c � A Ct.+/-}(V�Z- to apply on my half to the Town of Southold Building Department for approval as described herein. ' cam 7 5 r" 0 Owner's Signature Date C.G LL Print Owner's Name 2 � 1rFOjx BUILDING DEPARTMENT- Electrical Inspector Gy TOWN OF SOUTHOLD .:: Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII information Required) Date: Company Name: �j Electrician's Name: 13 a !Ur4rt2l�L�� License No.: 5?,J W/ Elec. email: v-,4e Z, Gnr1 Elec. Phone No::�-/G eyy e-%16 IZJ request an email copy of Certificate of Complian e Elec. Address.: Po r2,o,),- 02 I Z JOB SITE INFORMATION (All Information Required) Name: /LL/ Address: ,1 0 cpur',J, / C-G-cl Cross Street: ©o A.< L,C1 N Phone No.: S/G ,9,�a /�5-3-7 Bldg.Permit#: j'p 3 3 5- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): nJo t IA-1-10 a� Square o a Circle All That Apply: r Is job ready for inspection?: ❑ YES ❑ NO ®Roug In J 1n Fina Do you need a Temp Certificate?: YES NO Issued On r ❑ Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old.Meter# ❑New ServiceE]Fire Reconnect El Flood ReconnectE]Service ReconnectOUnderground DOverh ad # Underground Laterals M1 2 H Frame Pole Work done on Service? FJY N Additional'information: PAYMENT DUE WITH.•APPLICATIONO-k 1 >,o AG* /d7 R q k BUILDING DEPARTMENT- Electrical Inspector �Q : cOGy TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box,1179 N µ Southold, New'York 11971-0959 tidal. a��- Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southoldtownny.gov- sea nd(cDsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: i rya d Company Name: ' Electrician's Name: /3a License No.: 3-7,5 Elec. email: V-A-6 �m Elec. Phone No:9-26 eyy "16 [P request an email copy of Certificate of Compliance Elec. Address.: Po JOB SITE INFORMATION (All Information Required) Name: �/Z- Add ress: o Cures �Lcl aj�t�/vF' �U. c'1't b 6,v Cross Street: oo /L.f-S " &2� Phone No.: 5,P-a /�5-3-7 Bldg.Permit#: 5-0 3 3 5- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): lZ�n/D tIAI'l0 Square o a Circle All That Apply: .� Is job ready for inspection?: YES ❑ NO ®Roug In �n Final Do you need a Temp Certificate?: YES �NO Issued On 7' i Temp Information: (All information required) Service SizeF-11 Ph F]3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect Underground[]Ov h are d i # Underground Laterals R 1 2 171 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION QG d'7-1 PERMIT# Address: Switches Outlets GFI's Surface l Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust 1 Oven Sump Heater Trnsfmr Smokes DW 'Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat I Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have r� `L`Used � Comments Meyer, Nancy From: Meyer, Nancy / Sent: LD17e—dn�esday;.Augus`t92023 3:-1`5LPM To: 'mksarchitect@optonline.net' Subject: Celli / r Hi Mark, I took a quick look at the new application which came in for the proposed additions on the Cutchogue home. As of today,the prior building permit for basement alterations has not yet been closed out. We are still waiting for the final BOH survey in order to issue a CO for that project. You will need to provide us with the green stamp survey for that project, and we will additionally„need-new SCHD-approval-fonsanitary�system for this_newly proposed_additionU7 If you have any questions,feel free to reach out to the building department. Thank you, Nancy _ -Vancy-Weyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 I i COUNTRY CLUB ESTATES COVENANTS AND RESTRICTIONS 2008 EDITION REPLACES 1978 EDITION AS WELL AS 1988 AND 1998 REVISIONS COUNTRY CLUB ESTATES • DECLARATION OF COVENANTS AND RESTRICTIONS This declaration made this day of by COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION, INC., a not- for-profit Corporation having its principal place of business at 545 Country Club Drive, Cutchogue, Suffolk County, New York, as successor in interest, to COUNTRY CLUB ESTATES. WITNESSETH: WHEREAS, COUNTRY CLUB ESTATES, a partnership, Imposed a certain set of Covenants and Restrictions designed to protect property values affecting a certain map of"COUNTRY CLUB ESTATES," a subdivision at Cutchogue, Town of Southold, County of Suffolk and State of New York, filed as Map Number 6736 In the Suffolk County Clerk's office on October 17, 1978 and said declaration having been recorded in Liber 8540 CP 510 and dated October 10, 1978; and WHEREAS, all the right, title and Interest to said Covenants and Restrictions of COUNTRY CLUB ESTATES were assigned to COUNTRY CLUB ESTATES PROPERTY OWNERS'ASSOCIATION, INC.; and WHEREAS, said Covenants and Restrictions were modified by COUNTRY CLUB ESTATES PROPERTY OWNERS'ASSOCIATION, INC. on December 17, 1988 and again on December 16, 1998; and WHEREAS, COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION, INC. seeks to again modify and amend said Covenants and Restrictions which shall be binding on all purchasers-and mortgagees of Individual lots, their heirs, , executors, successors and assigns or other successors in Interest; NOW THEREFORE, COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION, INC. hereby amends and restates In Its entirety the Declaration of Covenants and Restrictions recorded In Liber 8540 CP 510 to read as follows: -1- 1. CONSTRUCTION REQUIREMENTS (a) Type of building No building shall be erected, altered, placed or permitted to remain other than one single-family dwelling not to exceed two and one half (2 1/2) stories In height and a private attached garage for not less than two (2) nor more than three (3) cars. (b) Accessory buildings No carport or other accessory building of any kind may be erected except: (1) an attached garage, or (2) an accessory building (shed) to house pool and/or garden equipment. Such a structure must blend with the main house and not exceed ten (10) feet in height, length or width. (c) Swimming pools Private swimming pools, in-ground only, may be constructed on any lot provided that they are situated in the rear yard only and that no portion of any such pool or Its appurtenances be closer to the rear or side lot lines than thirty (30) feet. (d) Dwelling square footage requirements No dwelling shall be permitted on any lot .unless the living area, exclusive of open porches and garages, is at least 2000 square feet for a one-story building or 2500 square feet for a two-story structure. Any exceptions must be approved in writing by the Architectural Review Committee, consisting of current officers of the Country Club Estates Property Owners' Association and any past presidents of the Association currently residing in Country Club Estates. No dwelling shall exceed 4000 square feet in total living area without the express written approval of the Architectural Review Committee. (e) Setback requirements Unless shown otherwise by setback lines on the filed map, no part of any building and/or structure, except uncovered steps, -2- stoops, terraces, patios and chimney breasts shall be located on any lot within seventy-five (75) feet of the street line of the lot, nor within thirty-five (35) feet of the side line(s) of the lot, abutting another privately-owned building lot, nor within fifty-five (55) feet of the rear line of the lot. In the case of a corner lot, a building shall be required to comply with the front yard restrictions on one street front only, provided that the width of the yard abutting the street other than that upon which the lot fronts shall be not less than fifty (50) feet. In all cases, front setbacks shall be in general alignment with the front setbacks of neighboring houses. (f) Approval of construction plans The Architectural Review Committee shall preside over and enforce compliance with all applicable covenants and restrictions. All plans for new buildings, accessory buildings, additions, modifications, decks, fences and pools must be submitted to the Committee for approval before consttuction can proceed. Such approval, which shall not be unreasonably withheld, shall be based on the judgments of the Committee as to whether the proposed structure will be consistent with, and not detract from, the esthetic character of the community. As a guideline, structures should be neocolonlal in design or of such a design as to be harmonious therewith. Specifically, structures should be gabled with roofing and siding of traditional materials, brick or stone chimneys, and double- hung or casement windows with colonial lights or grilles. Any departure from the use of traditional siding and/or roofing materials shall require the approval of the Architectural Review Committee. (g) Building modifications All permitted accessory buildings and additions or other modifications thereto, and any modification of the initial residential building, Including any breezeway or other structure connecting an addition to the main dwelling, shall -3- conform In architecture, material and color to such dwelling. Any attached addition to the Initial residential dwelling shall not project more than five (5) feet beyond the front wall of the structure as originally approved, and In no event shall such projection extend beyond the setback requirements set forth above. (h) Construction regulations All exterior construction, painting and grading shall be completed within one (1) year after beginning of construction, which beginning shall be determined by a written notice from the property owner to the Architectural Review Committee. Driveways must be designed so as to accommodate a minimum of four (4) parked cars. During construction or modification of any building and/or structure permitted under paragraphs (f) and (g) above, debris and waste shall be confined to the building site by maintenance of (a) portable toilet facilities for construction workers, (b) cartage disposal containers such as "dumpsters" and (c) barrier fencing such as "snow fence" on the perimeter of the building site. No construction work shall be performed on any Sunday, except work by the owner, nor shall construction work of any nature begin before 7:00 AM on any day of the week. 2. Restriction on division and use of lots No lot shall be subdivided without prior approval of the Southold Town Planning Board, Zoning Board of Appeals or other appropriate governmental agencies. This provision shall run in perpetuity. 3. Residential use of lots No lot shall be used except for residential purposes. -4- 4. Signs No sign of any kind shall be displayed to the public view on any lot except signs Indicating house number and name of occupant. 5. Animals No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, except that dogs, cats or other household pets are permitted provided that they are not kept, bred or maintained for any commercial purposes. All pets must be housed in the main residence only. 6. Trailers, tents and shacks (a) No house trailer or motor home shall be located on any lot, except temporarily with the permission of Association officers. No vehicle with commercial registration shall be located on any lot, with the exception of small farm or pickup trucks. No vehicles with commercial signs or logos are permitted on any lot. lawn tractors, mowers, carts, barrows, mopeds and motorcycles must be garaged. No unlicensed automobiles, or automobiles under repair or dismantled may be stored on any lot unless garaged. (b) No tent, shack or other such structure shall be located on any lot except in accordance with paragraph 1 (b) above. Tents for occasional social events are permitted as long as they are taken down within seventy-two (72) hours after the events. Play tents, play houses and recreational equipment for children are permitted. 7. Annoying activities No noxious or offensive activity shall be carried out upon any lot, nor shall anything be done thereon which may be or may become -5- an annoyance to the neighborhood. S. Trash No garbage, rubbish or garden waste shall be dumped or allowed to remain on any lot, or in the drainage area, park and wetlands of Country Club Estates. Garbage and refuse for collection must be contained in underground closed receptacles or in closed containers either garaged or shielded from view by low decorative fencing or shrubbery. 9. Clotheslines Clotheslines and laundry poles must be located in the rear yard and so screened as not to be visible from the street upon which the premises front or from neighboring houses. Such screening shall be connected to and extending from the house or garage, not more than seven (7) feet In height and finished so as to match or blend with the exterior finish of the house. 10. Fences Approval must be secured from Association officers with respect to type and placement before installation of any fence Is made. 11. Boats and boat trailers No boats, personal watercraft, snowmobiles or trailers for same shall be stored on any lot unless garaged, nor in the park and wetlands of Country Club Estates. 12. Grading The elevation or grade of any lot shall not be so changed as to materially affect the surface grade of the surrounding lots. -6- 13. Road and park facilities (a) Surface water drainage system Roads within the subdivision have been constructed in such a manner that the area of each lot abutting the roads to a, depth of twelve (12) feet therefrom has been constructed, sloped, shaped, graded and seeded so as to provide a surface water recharge system for the proper drainage of surface water within such subdivision. In order to insure that such drainage system shall function properly, the following covenants and restrictions are hereby Imposed upon the area of each lot abutting a road in the subdivision to a distance of twelve (12) feet therefrom (herein referred to as the drainage area), which restrictions shall run in perpetuity: 1. The owner of each lot shall maintain the drainage area thereon free from leaves, debris and other matter which may impede the flow and/or percolation of surface water over and into the drainage area. 2. No trees, shrubs, planting or other vegetation except grass shall be planted or maintained in the drainage area without the written consent of the Country Club Estates Property Owners' Association and the Planning Board of the Town of Southold. 3. No sand, gravel, loam or other material shall be deposited in the drainage area, nor shall any material be removed therefrom without the written consent of the Property Owners' Association and the Planning Board of the Town of Southold. 4. No fences or other structures shall be placed or maintained in the drainage area without the written consent of the Property Owners' -7- Association and the Planning Board of the Town of Southold. 5. The Town of Southold shall have the right to enter the drainage area and to construct, maintain, repair and remove such drainage pipes, culverts, catch basins, sumps and other facilities and to perform such excavating, filling, grading and seeding operations as may be deemed necessary for surface water drainage purposes. (b) Park and marsh area As indicated on the subdivision map, a park and marsh area has been set aside by the original developer, COUNTRY CLUB ESTATES, for the use of lot owners, their guests and invitees. (c) Use of park All owners of lots are hereby granted the right to use the park and marsh area, In common with others, at their own risk, pursuant to reasonable regulations from time to time promulgated by the Country Club Estates Property Owners' Association. (d) Property owners' association 1. For the purpose of providing such common community services as may be required or desired within the subdivision for the general use and benefit of all lot owners, each and every lot owner, In accepting a deed or contract for any lot in such premises, agrees to and shall be a member of and be subject to the obligations and duly enacted bylaws and rules of the COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION, a non-profit corporation. -8- a. Each member of the Association shall be liable, on a per-lot basis, for a share of the costs and expenses of the Association. b. Each member agrees to comply with any regulations for the use of the park and marsh facilities as may be enacted by the Association. A two-thirds (2/3) vote shall be required for the enactment of each such regulation. c. Each lot owner shall have one vote for each lot owned, whether improved or unimproved. (e) Utility easements An easement along the roads on the map of Country Club Estates and over any other area necessary is hereby expressly reserved for conduits and all proper and necessary attachments for electric, telephone, water, gas and cable television service, provided that such easement shall be over areas designated by municipal or public utility authorities. 14. Invalidation of any one of these covenants by judgment or court order shall In no way affect any of the other provisions which shall remain in full force and effect. 15. Enforcement shall be by proceedings at law or In equity brought by the COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCI- ATION, or by the owner of any lot against any person or persons violating or attempting to violate any covenant or restriction, either to restrain violation or to recover damages, or both. 16. Failure of the COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION or of any owner to enforce all of the provisions herein shall in no event be deemed a waiver of the right to do so thereafter. 17. All of the foregoing restrictions are intended to cover only the plots shown on the map of Country Club Estates and are not extended to any other property. IS. COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION hereby reserves the right to modify, terminate or annul any of these covenants in whole or in part without the consent of any persons, Notwithstanding the provisions of this Paragraph 18, the Association may not terminate or annul contrary to the restrictions set forth In Paragraph 2. 19. These covenants and restrictions do not apply to Lots, 30, 31 or 32 of this subdivision, except that there should be no vehicle access to Lot 32 from the Main Road. The provisions of Paragraph 2 hereof shall apply to said Lot 32. Access to Lots 1 through 29 In Country Club Estates shall be from Moore's Lane or Country Club Drive only. 20. No sanitary facilities shall be constructed or installed within + one hundred (100) feet of the marshland. 21. Lots 14, 1, 21 31 4, 5, 6 and 29 have had installed upon them decorative split rail fence and/or entrance gates by the devel- oper. The purchasers of said lots shall take them subject to same and agree that said fences and/or gates shall not be removed except to provide space necessary for driveway entrance. 22. Windmills No windmill for the purpose of pumping water or producing power, and no tower for transmitting or receiving radio or television signals shall be located on any lot In Country Club Estates. -10- 23. Use of common areas No structures, duck blinds, backstops, goal posts, basketball standards, or other fixed athletic equipment are permitted In the park, drainage area or wetlands of Country Club Estates. No boats, boat trailers, mopeds, dirt bikes, motor scooters, motorcycles, house trailers, campers, tents, automobiles or recreational vehicles are permitted In the park, drainage area or wetlands of Country Club Estates. Use of the park land for special events and community activities is permissible with the approval of the officers of the Association. 24. Maintenance of entrance gates The decorative split-rail fences along Moore's Lane, landscaping at the entrances and In the circle on Country Club Drive shall be maintained by the Association. 25. Trees Lot owners agree that trees planted on lots fronting on Moore's Lane and Country Club Drive shall be maintained in good condition and not removed unless damaged or diseased. COUNTRY CLUB ESTATES PROPERTY OWNERS' ASSOCIATION, INC. By. Barry Grimm STATE OF NEW YORK, COUNTY OF SUFFOLK On the day of , 2008, before me personally came Barry Grimm, to me known, who, being by me duly sworn, did depose and say that he resides at 545 Country Club Drive, Cutchogue, New York, 11935, that he Is President of Country Club Estates Property Owners' Association, Inc., the corporation described in and which executed the foregoing instrument; and that he signed his name thereto by like order. Notary Public 12- 61835 -------------- -------------- -------------- EX.LOWER DECK 'I 1.0 ,z Q EX.UPPER DECK .____ €_E_=_@- '___'_' '°°"'°°°°"°""°= EX.UPPER DECK ._ I_______________________ UN NQOM 0 B H A 14'-6" Q' i COLUMN ;i i r EX.BEDROOM No.2 m I��IZDA92 ' ' AFN.v/SS SC0.k1Vi W y-7 , ----------• X�F6uB A2EKCEILIING I CID G O TO-0 SSI O O EX.KITCHEN 1 Q a U Z EX,DINING ROOM EX.LIVING ROOM in x r W EX.MASTER BEDROOM nn O ------------ EX.BATH M / T€ St / .. i 11 •XYvy.,_ EX.MASTER BATH A � A V7 ( n K 0 Rj 2X2 DF WSHBEO?` K EX.BATH '� u EX.DEN EX.ENTRY I� c H V EX.BEDROOM No.3 11 F (( F E DN L iF� SHEETRECKON BATED, B 0 BFLOW GG Sff WPECKON WALLS, N AND CDLSNG(iYP.j i W EX.PORCH _"]xl2 DFI2 FS IIDI6'ON� T �.1 ----------------- I 'r a eE-A!-, REVISIONS: COUNTRY CLUB ESTATES t~") E Q ",I JAN 0 5 2024 MIXED SAND AND LOAM (SUFFOLK COUNTY CLERK'S OFFIE AS FILE No. 6736) SUFFQLK CO, HEALTH SERVICES 2 SITE DATA ff ®��I�E OF �S�I~1 ��ER GMT. PROPERTY: 40,649 SF 0.93 ac - ► 4 JACV 1 7 202 CF DARK BROWN LOAM ESTIMATED AREA OF I OL GROUND DISTURBANCE: - 11 . , NCO/F N/O/F 3, 1 TOWN OF SOUTHOLD COUNTRY CLUB ESTATES I EXISTING: PROPERTIES OWNERS INC. ; BROWNS LTYSAND I1 r r''` a' '•4 :f'' ' .' :° :i �?i' i 1 i' .'. i u i ! DESCRIPTION: AREA LOT COVERAGE: yy {{ -� ! Y i e�,�,ee t(�; a , 1 5, HOUSE: 3.389.2 SF 8.34 . 4''' ':_ T.r- :tll°1' i( jfL ' LL COVERDPORCH: 152.6SF 0.37% I'll r � , r � i i BROWN FINE SAND DECKS: 1,714.E SF 4.22% Date: . f4 S-P'.:t. Pin. . 1D.- -DD i - -� --��- ----��- SP SUN ROOM: 279.5 SF 0.69 The St'wa-e disror-a! !v-,ter t�',ls :. :' !'.':`,`". ^... i POOL: 853.3 SF 2.10% nspeefe,,ai: t r _,. i t ;- ;: — — — 6,389.2 SF 15.72 h f .1u �, :� „ '�.,.,.1 `n?vr;' ; € ! 5 EXISTING TOTAL: ° found,to be sc,i1a,.;ccc_,j FOi>>,., 0: _ N 25°50'00" 1 , I METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS DATE SURVEYED: APRIL 13,2020 �' -"'- rY` ` "_'' a � '';`• ! WATER IN BROWN FINE SAND SP SCTM: 1000-109-03-2.14 ELEVATIONS REFRENCE: NAVD 1988 O IRRIGATION ! C rr!r• - :,, r, — F _�-�, •-r ,• ! WELL !I i , i NOTE:WATER ENCOUNTERED 5.2'BELOW SURFACE i EL.0.8' ! TEST HOLE DATA McDONALD GEOSCIENCE DATE:09/08/2016 1 i i i i i ! 1 ! I i 1 i ! 1 i I i i i i EXISTING EXISTING i POOL LOWER DECK i v 37.3' ! EXISTING LOWER DECK j HOUSE D, FF.14.7' EXISTING EXISTING z 7 ... , UPPER EXISTING UPPER DECK SCREENED DECK Z C.I.COVER PORCH 36.0' >t_n 13 2, TO GRADE FINISHED GRADE ° 1 MASONRY CHIMNEY O ! � rT1 ! I'MIN..I'MAX. ' I 1 N IE 4"dia.PIPE IE IE 4"dia.PIPE IE rn ± 12 0' PITCH 1/4"/1' 11.7' 1500ga1 11.2' PITCH 1/8"/1' 10.0, (4)LEACHING POOLS 4, EXISTING 1 STY = SEPTIC TANK TOTAL 400 SF S.W.A. 1 dia.,3 LIQUID DEPT HOUSE 3 rn I MIN. LOT 20 � i LOT 19 GROUNDWATER EL.3.9' A O EXISTING DWELLING DRIVEWAY z DWELLING scHDs REF#R10 yy UIjZ a W PUBLIC WATER ry o oXIsrlNo o ,� I (WELL UNKNOWN) z PORCH - (SEPTIC IN FRONT YARD (6 BEDROOM SEPTIC SYSTEM WITH 6 BEDROOMS u` \ Q5 ! O N EX.i ! O U EXISTING SEPTIC SYSTEM ! e� 9 a3 N U EX.8'X4'LP B'X4'L' S EX.8'X4'LP 'k TEST $ P HOLE �G EL.12.0 1 CVO 0 ! EX.8'X4'LP I r= i m cq c U r— 'i 0 Et1 ^ U m o W O ^ xo � iSANITARY m 0 z RAWlNG 12' EASEMENT 01 _ — F 3 Q) SCALE In It N 0 Lu S 3005513011 E W____ ---W--- R , v E p U 6D Y C �U N TC O N QC '4 LINDEN AVE I LOT 9 I DWELLING I LOT 10 PUBLIC WATER DWELLING I SEPTIC IN FRONT YARD LOT 11 BLIC WATER DWELLING (SEPTIC IN FRONT YARD 14; TER 1C WA PUBL I I IN FRONT YARD (SEPTIC I N lit DRAWN: MH/MS SCALE: '" #.^ `.. "' ' , JOB#: 1/4/2024 .rT4 SHEET NUMBER: + 0 S- 1 COUNTRY CLUB ESTATES REVISIONS: HOUSE (SUFFOLK COUNTY CLERK'S OFFIE AS FILE No. 6736) FF.14.7' SITE DATA STORM WATER MANAGEMENT DETAILS IE C.I.COVER PROPERTY: 40.649 SF 0.93 ac RADE NORTH ADDITION ROOP AREA:150 S0.FT. N.T.S. 1 � TO GRADE FINISHED MA ONRY CHIMNEY ESTIMATED AREA OF 1,000 SF - GROUND DISTURBANCE: PROVDE(1�BTDIARX4�DEEP42C FT7 1'MIN.,1'MAX. 168 CU.FT CAPACITY 4"dia.PIPE IE IE EXISTING: IE 4"dia.PIPE IE 12 0' PITCH 1/4"/1' 11.7' 1500gal 11.2' PITCH 1/8'/1' 10.0, (4)LEACHING POOLS 4' DESCRIPTION: AREA LOT COVERAGE: SEPTIC TANK TOTAL 400 SF S.W.A. QQFF GUTTER-STANDARD S" 1 'dia.,3'LIQUID DEPT HOUSE: 3,389.2 SF 8.34% NOTES: I}EXECUTION: I A),DO NOTBEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 3' COVERD PORCH: 152.E SF 0.37% MIN. DECKS: 1,714.6 SF 4.22% :).PREPARATION; A),CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I I GROUNDWATER L.3.9 B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ! - SUN ROOM: 279.5 SF 0.69 \ METALS WRHPROTEC"BACKING PAINT, N/O/F i N/O/F ! POOL: 853.3 SF 2.10°/D 3.INSTALATION: I SCHDS REF#R10-99-0132 A),PERFORM WORK IN ACCORDANCE WITH COA HANDBOOK AND THE DRAWINGS., TOWN OF SOUTHOLD , COUNTRY CLUB ESTATES (6 BEDROOM SEPTIC SYSTEM WITH 6 BEDROOMS EXISTING TOTAL: 6,389.2 SF 15.72% 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. / 4).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS D ACCESSORIES. I PROPERTIES OWNERS INC. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT \ CONNECTORS. I 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WAIeRI1GHT. EXISTING SEPTIC POSED: DRY WELLS TO BE 10'MIN. 4).PROTECTION: I AWAY FROM HOUSE A)PROTECT INBT'uEOPRODUCTS uNnLCOMPLETION OFPROJECT. DESCRIPTION: AREA LOT COVERAGE: B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 2ND.FLOOR ADDITION: 137.8 SF 0.34 OC6 .: PROPOSED TOTAL: 137.8 SF 0.34% COMPLETION. I ! i EXISTING TOTAL: 6389.2 SF 15.72% N 25°50100" ' 165.650' I PROPOSED TOTAL: 137.8 SF 0.34% APPROVED AS NOTED OCCUPANCY O ; COMBINED TOTAL: 6,527.0 SF 16.06 � Z DATE a �3 B.P.# 50 USE IS Ui1LAWl'UL Q IRRIGATION N I METES AND BOUNDS: SURVEYOR: PECONtC SURVEYORS DATE SURVEYED: APRIL 13,20: O F--1 FEE 9g6:v0 BY: WITHOUT CERTIFICATE WELL MIXED SAND AND LOAM SCTM: 1000-109-03.2.14 ELEVATIONS REFRENCE: NAVD 198E Ln NOTIFY BUILDING DEPARTMENTAT OF OCCUPANCY W - - - 2" Q� 631-765-1802 8AM TO 4PM FOR THE O GFA CALCULATIONS W FOLLOWING INSPECTIONS: O DARK BROWN LOAM 1. FOUNDATION-TWO REQUIRED N � i OL LOCATION: AREA: FOR POURED CONCRETE O nj y - - - PROPERTY: 40,649 SF 3 2. ROUGH-FRAMING&PLUMBING ^ I '! (280-207d)GFA PERMITTED: 5,148.7 SF 3. INSULATION CO WITH ALL CODES OF i BROWN SILTY SAND NEW YORK STATE&TOWN CODES SM EXISTING 1ST.FLOOR TOTAL: 3,641.8 SF 4. FINAL-CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF PROPOSED 2ND.FLOOR: 577.6 SF BE COMPLETE FOR C.D. ` 51 F� ALL CONSTRUCTION SHALL.MEET THE SOUTHOLDTOWt' ZM I - - - O REQUIREMENTS OFTHE CODES OF NEW S4l1I WTOW"JPIAI� 1%BOAM � TOTAL GFA: 4.219.4 SF BROWN FINE SAND YORK STATE NOT RESPONSIBLE FOR 50UTFI�DIOI�"ITPUSTEE$ DESIGN OR CONSTRUCTION ERRORS `" - sP � I.Y.S.DEC I Q f 5' Fire veParation i SN required as pc �+ rt©� t WATER IN BROWN FINE SAND ►7 C ' SP Mower door and ductwork RETAIN STORM WATER RUNOFF E PIOOL STING LOW RID DECK '! 17' PURSUANT TO CHAPTER 236 testing required, v � NOTE:WATER ENCOUNTERED 5.2'BELOW SURFACE OF THE TOWN CODE. 37.3 EXISTING LOWER DECK / \ EL.0.8' DW PLUMBI�� 1 I EXISTING EXISTING _ TEST HOLE DATA UPPER EXISTING UPPER TRUSS PLACARD►NG REQUIRED ALL PLUMBING w,�; DECK SCREENED DECK Z j McDONALD GEOSCIENCE &WATER LINES NEED PORCH 36.Ot y% FTC TESTING BEFORE COVERING I DATE:09/08/2016 O 1 V� A o EXISTING 1 STY D F--1 1-� La7 ELECTRICAL INSPECTION RFQ(1tR>•0 rn HOUSE PROPOSED 1 j FLOOR ADDITION m I c) I LOT 20 I i LOT 19 W ° U EXISTING DWELLING EXISTING DRIVEWAY Z DWELLING o PUBLIC WATER PORCH (WELL UNKNO\ (SEPTIC IN FRONT YARD - t O I '� ! a Ex.t I N I 69 p3 ♦ EX.8'X4'LP 5a \ O 8'X4' 1 EX.8'X4'U) /� t I N v Al TEST O P `I HOLE ! N 1 W In � O / \ �0 EL12.0 , _ 00 \ _ / I EP O 00 EX.8'X4'LPLn Ir Otv W LIT 61 G L 00 ^� � � � � 36.0 � V min O I c - SKY PLANE WATER � METER 12, EASEMENT 1 `� 165.000 H FIRE S 3005513011 E HYDRANT 0 SITE PLAN `n SCALE: 1" = 20'-011 _w--- --- R IV Y C L C 0 .T _J' i LINDEN AVE . 4 LOT 9 ,� w> DWELLING • . LOT 10 I S i h"h WELLING PUBLIC WATER � -� '� � • D (SEPTIC IN FRONT YARD - OT 11 ATER � `� DRAWN: MH/MS L PUBLIC W T 4 ., SCALE: I PUB i DWELLING I SEPTIC IN FRONT YARD I �" JOB2/7/2024 OF PUBLIC WATER I ` I "''.."`- '''' I SHEET NUMBER: (SEPTIC IN FRONT YARD ' REVISIONS: .� oil: NJ= 111111 ' ' 4 1 L LJ.I.-L I O M-1 W O M--I Fn-�I h� PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" � A MQ a O W ° u N V 0 m 0 d r 0 0 rn Uol cn o Ea Ffl ILJ .a C� U O N p� EXISTING EAST ELEVATION � n SCALE: 1/4n 1= -0 DRAWN: MH/MS SCALE: aos#: A �F' 2/7/2024 SHEET NUMBER: A-i REVISIONS: 00000 o Z 0 E--+ o 00 0 Hill ®® ®® ®® iddi 1221 TF PROPOSED NORTH ELEVATION SCALE: 1/4" = P-0" W � � � A � � � 3 � � o W ° u N V 0 N v m o m ;:z c O � a 0 m a, � 0 r.4jzL) v v SIN a 0 ® ® ® I I N H EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS SCALE: f' JOB#: 2/7/2024 SHEET NUMBER: A-2 REVISIONS: O ,. oo z 0 H W - - - - o O o H i H 00 PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" a �, � � o W ° u N U 0 �o M 4+ aP 0 '� x o 000 EEFA4 IIIII IIIII In 11 11111111111111111 fill 11111111111 111 111 111 fill I I I III I fill lliIIIIIIIII fill IIIIIIIIIIIII � w3 a V O N a EXISTING WEST ELEVATION SCALE: 1/4" = V-0" t fs� a DRAWN: MH/MS i SCALE: +y, JOB#: 2/7/2024 SHEET NUMBER: A- 3 REVISIONS: -t..................G� ` ------------ ._..._.::_._._..Y -.__-__________ �!____: _..._..x�].-�t_______ __ �]• t��y-�i __.'...___•___ _y -i�• 1 1 1 -}�y1�1 '_ . cl 1..................'.'I�..�.yi k ' ----------- :................xi :______••__•_•-_..:.?'�i:................:i .... .. _:i " _:ly lF ----------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �:' --- --0='='='-'=--'=t• _ --x---x-x�---- ,�L�ac:-----:c::__:_eey"e-=-------e_:ex_xxt/1�.. --��----:_c:__ 'se:_:_::--x-�----=!•� -----=' - - -- ----- - '+i ...............77.iL: 1 i ..'.1f.1' __ .---'��'{f'__ __- _'�T-'. .-_ i�l 1�#�{.'i- _-_...___,�.kl,::.e,..]::._-__•____•__.._._:,�,_i �x'�_••______________ __i.............._._i�___•_•_•_•___••_ �?"""""'..._.-a3'!F._...._•___•___•_i:. __.._.._____•___:.:i""""""'•_..i5'Fi-...________._..._G?7_._.�i.__-_...__•_•___.....i_ _i 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 I 1 1 1 1 1 1 1 1 z 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 O 1 1 1 1 1 1 1 I r 1 1 1 1 t 1 ==f ----- - ------ --- - EX. P L - - - � --:?�lxx----- ^1��Ix--x--x- t��T� --- - ----- -- - -- - - - - - ---- ------- 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lr/w7 1 1 V 1 1 1 1 �jJ 1 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1�1 1 1 t 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 le,t�y,le-xx__x:x- /.............. ..............................................................................................................................................................................c.. ------------.-_------ kk zm - ` - --2:::-=-=---:::_- =-: _ -- ------ ' xx:__:e f:-1 i_•_• 1 1 1 __ ,i _.... _ ._... :.__""'-'-"____ ..i- ;..F �i:. - ..i. .i.:' �''.�'� i _ _i..F x.. ..............'C 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 t ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 ' 1 1 1 1 ' 1 1 ' F ; 00114 TUBE STEEL -' A O � (BOXED IN)ANCHORED ' TO 16"X16"CONC.PIER ✓' i B 30730712"CONC.PTG. (3)#5 REBAR em..... . O ' T BELOW GRADE: 1 1 14'-31/4' O °--�� U EX, BASEMENT C m N V 1 1 1 1 I 1 1 1 1 1 I 1 1 I ' --'---'----------------+::-.a:::'--------._....._._.___ ..'----._....----__-.-' _'_. -i"--------------"._.a. .1-------------- '-'--�_ .''......-..."-"..---- '�---� ----------------- -�-- ---'----------....._. ' ' ---------......-•.--. ' - _. ' ....--..------_-.- ' ._ - -------------'---' ' _ ' --------------___ 1 1 1 1 1 1 t 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O v m �L rl o � +ems GA LLERY 0 o 1 1 1 • 1 , 1 1 1 , , w ------- --- - ,.i� - --- - - -- .� 00 ......... ......... ......... 1..... 1 1 -I ......... Q \ A C U +: � wl UTILITY BEDROOM SITTING AREA o 0 BEDROOM CLOSET OI[ I EGRESS ;-'t'-•UP 1 EX.GARAGE 1 , V 1 ... O 1 1 EGRESS U) ' Ll 1 1 1 1 N1 1 1 ka:::.::.::.:...:..:1t �+ .......... ee� F2r�1 f. ...............................................................k ►b1 PROPOSED FOUNDATION PLAN S N PROJECT NORTH B SCALE: 3/16 - 1 -0 DRAWN: MH/MS . SCALE: JOB#: 2/7/2024 SHEET NUMBER: A-4 REVISIONS: EX. LOWER DECK EX, LOWER DECK z EX, POOL o -------------- w -------------- -------------- ------------- EX. LOWER DECK EX. UPPER DECK EX, UPPER DECK G� A 0 .-..-------• �+ O aw EX. BEDROOM No. 2 0 o ►--1 00 EX. KITCHEN rrWl DU U EX, DINING ROOM EX, LIVING ROOM V U EX, MASTER BEDROOM O uol, ------------- '- --- O ' ------------ n. X BATH EX. MASTER BATHIoo + oo 0 [>< N v o M M O Q It -------------------- p w � tu C. 01. EX. BATH •[ EX. DEN EX. ENTRY �j p; ---------------- •----------- -----------• EX. BEDROOM No. 3 M .0 W , O EX.GARAGE E m w DN N TO Ewa( BELOW CA ni ui , ih d EX. PORCH UO af ------------------- --------:__= N --- --- --- d ---------------------- EX. FLOOR PLAN S N PROJECT NORTH SCALE: 3/16 - 1 -0 E DRAWN: MH/MS SCALE: QmZ JOB#: 2/7/2024 '�+r""•�''�f SHEET NUMBER: A-5 REVISIONS: EX. POOL -------------- -------------- -------------- EX. LOWER DECK I z II II OII II u II 1 W EX. UPPER DECK _______ ____ __ EX. UPPER DECK 1 z SUN R100M T O 1 K 1 I I I 1 1 I 1 I 1 4'—6" �l.1 I 1 I 1 I 1 TUBE STEEL -------- ' ' ' COLUMN ---------------------------------------------- (2)1-3/4X11-7/8 ML GIRDER 1 ' I I I 1 1 1 1 t 1 W I I V I I EX. BEDROOM No. 2 co 2X12 DF#2 F1 1a?16" °\- 1 1 01 I�STALL 1/2"AC SHTG.UNDOC ER -" i 1 1 1 FASTEN w/S.S.SCREWS X� ; O O 1X6 E&CB AZEK CEILING M 1 1 ^1 1 O O EX. KITCHEN v; EX. DINING ROOM EX. LIVING ROOM EX. MASTER BEDROOM U 1 1 O � O •w• U. 1 I I 1 -------------- 0 ' w U 1 ---- 1-4 � � O � U -------------- EX. BATH 2X12 DF#2 F1 fa116"OC REPLACE/SISTER TO EX. e..f EX. MASTER BATH A A >< o •�• N v m o I I I 1 1 I 1 I 1 1 I 1 1 1 I 1 1 x �� (QJ� A er-� I I I 1 I I I 1 1 I I 1 , I I LL• O m {M� {+ I 1 1 I l u 1 1 I 1 I 1 I I I I I 0 P O 1 I I 1 I 1 I 1 I I I I I '4'� I 11 I I I I I I 1 I 1 I I I I X ' o }�I O Vj 1 I I I I I I 1 I I I 1 I I I I I N ' -P. ' W.I.C. I I 1 -;- - ,- b 'Cy .GG+ 1 I I I I I 1 1 I t I 1 I II I I I .N^. 1 �-------------------- --- -- ' `Z v o� 2 i,' (2)2X12 DF#2 FLUSH BEAM C' • •----------- I I 9'-81/2" m 12'-11/2" w I I ij EX. BATH ' `r' u EX. DEN EX. ENTRY ; ; (�C N EX. BEDROOM No. 3 I I 04 3 1 ' I X 1 J ----------------------------- I __ �2X12 DF#2 0,16"OC I ' N I O 1 ' v OPEN �m EX. GARAG ' 3 ►-� DN TO 5/8"TYPE-X FIRE RATED ' oc U BELOW (� SHEETROCK ON WALLS i pQ U) 1 I AND CEILING(TYP.) ui U) I11 III I 1 I 1 'W 1 II III I 1 I 1 1 �-` III III 1 1 1 N 111 111 I 1 1 \ ' W V� EX. PORCH _2X12 DF#2 F1 R16"OC III III 1 1 1 ; W s CI II II I . 1 ------------------- 1 1 � t, ___________ ��I ^ ` u 7'-6�/a" X 14'-33/a" ^ �V ---------------------- --------------------- ' ,, P. >� t A W .. DRAWN: MH/M PROPOSED 1ST. FLOOR PLAN SCALE: SCALE: 1/4" = 1'-0" S N PROJECT NORTH RTI-S *.. Xz� �, JOB#" �� •e�. 2/7/2024 EM t' " SHEET NUMBER: A-6 REVISIONS: •---------------------------------------------------------- t 1 f f I 1 t 1 1 I 1 1 OI 1 1 1 1 1 1 t 1 t 1 1 1 1 1 1 t t wI 1 B H 1 1 , 1 1 1 1 1 1 I 1 I 2 2' 611 ------ -------------------- ------------------- --• •-- ------------------------- ---------------------------- 11' I I 1 1 1 1 1 I 1 OI 1 CW14 E—I 1 (2)2X6 HDRi 1 1 1 I I 1 J 1 ,-- 1 AW251 ' ` 1 •-—————-—— 1 1 1 1 1 M O ,2X8CJ016"OC t 1 ' 1 1 ' ' 1 J 1 1 BEDROO M � � �0,� 1 1 ' . Ste• w � � "� 1 NEW ROOF TO BE i i O U 1 � 1 1 " ------------------------- ----- BUILT OVER EXISTING ,1 •---------------+ •----------- �. 1 1 1 I I I t 1 1 I I 1 1 1 1 1 I 1 1 I I 1 1 1 1 N \ O _ ' ( 1 I f 1 1 I 1 U U N 4 ; N. aIn N 1 1 1 1 1 1 1 1 I f E N I N f ff I ,`y,Q L 1 1 1 1 1 1 N M ----------------------------------- --------- ------ •-------------+ •------------------------------------------------- --------- ------- ------- -- 1 • • • • -1 1 1 I 1 I 1 BATH (� 1 1 1 1 i t ```, r' 1 1 1 1 1 I I 1 1 1 1 1 1 / 1 1 A I 1 1 1 1 1 1 1 i t % I 1 1loo � " 1 L0 - , ` 1 DNI 1 1 ---------- 1 i f 1 , , 1 1 1 I/ I 1 1 I I •-----------• i t 1 , , 1 1 1 � 1 ✓/ 1 1 1 oo � , 1 1 ' 1 W I I if 1 , , ' I 1 1 i f tA N Q P�'"I •�' I 1 If 1 1 i ' = N v at— Of O w O v 0 R 2X8 CJ MI6"OC I I 1 1 If ' I ' 1 •� I 1 I v Lf) u DEN t t Y--------, •----------- ------ 00 o W I I ni ul 1 t t I , 1 1 1 ICI III � I t 1 , , 1 i0 1 I I I I III ' •------------• ' � 1 ICI 111 a_ ' I 1 a______________________ ______________________� ICI 111 , 1 ICI III 3 yW�.+I +}' 1 I In 1).USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE i i 6'i 41/2" RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. I ---------------± 1 •--_------ 1 (2)2X6 HDR -I I� II 2).EXTERIOR PLATE HEIGHT AT T-0"UNLESS OTHERWISE NOTED. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH AW251 ' OWNER. 3).CEILING HEIGHT AT8'-0" _=-_rzzz =====-'=; — — — — — — — — — ===-=======-_= ' I J 11).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY 4). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. COMPLIANCE REPORT. ; o ; i (2)2X6 HD� 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE CW14 ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. AREAS. 7).PROVIDE 2-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING, 11'-3" 11'-3" OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 22' 6" 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS �r (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. '• "� FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. PER CODE. 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. DRAWN: MH/MS W L S NPR E T NORTH Q�;Y JOB#: PROPOSED 2N D FLOOR OJ C 0 2/7/2024 SCALE: 1/4" = 1'-0" E SHEET NUMBER: A-7 REVISIONS: Old C� W O 1 1 1 1 1 -------------------------- ---------------------- ---------------- 1 1 I 1 11 11 11 1 11 11 11 11 11 11 11 It 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 _2X10 Df#2 RR R1910C„ 1 1 11 11 11 11 11 11 11 II 11 II II 11 11 11 11 11 11 11 c�L 11 11 I I -9 11 11 It � II It V1 A O 1 1 A 1 1 1 1 - � � �•I 11 (_ 11 11 tl J, II 11 O �Wj 1 1 F 1 1 1 1 -j 1�-1 11 11 II 11 11 It 11 1 , II t1 1 •------, I1 II 1 •-----• , tl u W 11 1 t l 11 � r✓-1 I 1 1 11 11 �1� I I 1 1 1 1 1 � �•/ II 11 11 II 11 II 11 11 11 II 11 11 1 1 1 1 t l 1 1 �iil� O U 11 11 tl II \ O 11 11 11 II V ------- --- ---------------------------------- II 11 11 11 ^' 11 11 1 II � U 11 11 II 11 11 1 11 11 11 11 11 It 11 11 11 11 11 11 11 11 Ir---• •- -------• •----------------------- 1 11 11 11 1 1 1 ' 11 1 , 11 I 1 1 ' A11 11 1 , 1 1 1 ' A II 1 • ---' 0 � � � ' O ce i i i i v i i 12 l i ON v �______ 3-I/4 � "� � 0 CZ • • I t , � In 00 \ 11 1 •____ • �_- _______ _____________ _________+ 1 U Ln 11 11 11 11 U „[ II II 11 11 U y 11 11 I 1 11 \D 11 11 11 11 � � 3J 11 11 11 II � W 11 11 11 11 11 11 , 1 11 a 11 1 , , 1 11 11 1 , 11 11 11 1 , 11 11 11 1 , 11 11 1 1 l e-----�• 1 1 2X10 DF#2 RR A16"OC i 11 11 11 11 (v 11 11 11/� 11 11 I Is t l I t 1 1 1 11 1' 1 , 1 11 O 2 ii ii � �I 11 11 k i II-3/8 I t I t 1 1 It II 11 1).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING ' ' ' ' •-----------------+ ' UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, TARP UNTIL ALL ROOFING IS COMPLETE. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN i i i i i i m INSTRUCTIONS.USE GALVANIZED(ZINC COATED)ROOFING NAILS, ; ; ; ; ; ; ; ; NOW " 1 •_____________________ ---------- PENETRATE 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 11-12 GAUGE WITH AT LEAST 3/8 DIA.HEADS,LONG ENOUGH TO _i THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE.NAILS 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE �+ EDGES AND DIRECTLY TO THE DECK ALONG EAVES. SURFACE. 1� 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS 9).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT C W/4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER 5-400 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF t ��}� ' •� UNDERLAYMENT. COBRA RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW �� A PITCH ROOFS.CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES, WITH TRIM TO CONCEAL VENT. B INTERSECTIONS .' WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS r REQUIRED. DRAWN: MH/MS R �•4 � ti�. B +� • SCALE: »¢� JOB W 2/7/2024 PROPOSED ROOF PLAN S N PROJECT NORTH SHEET NUMBER: SCALE. 1/4 1 0 E A-8 REVISIONS: 1-3/4X14 ML RIDGE 1-3/014 ML RIDGE 2x 12 10 RR 2 3-1/4 2X10 RR @ '6-OC 016"OC +/ 2X8 CJ @16"OC — - - — 2X8 CJ @16"OC EX.RRs (2)1-3/4X11-7/8 ML VALLEY BATH DEN BEDROOM �I o 00 EX. ATTIC I o0 + — - - — 3 SURFLOOR EX CJS SUBFLOORJ - 2X12 DF#2 FJ @16"OC 5/8"TYPE-X FIRE RATED r--------- 2X12 FJ @16"OC SHEETROCK ON --------- 5/8"TYPE-X FIRE RATED WALLS AND CEILING --------- (2)1-3/011-7/ SHEETROCK ON WALLS --------- ML GIRDER AND CEILING EXISTING BATHF000l NL--------- i EXISTING GARAGE ,I '0E-------- &TI:N SET EX. GARAGE o 001 1 ------ ---------- mm7777mm h'i III 11 11111111 W "v b b b, ., b• b F-000l EXISTING ► o-( EX. BASEMENT lm"'i : Q :L :L b, b� bti e; a; a; •• .� �P•p r•• per•. ' SECTION B-B SECTION A-A SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 3 1 1/4 1 1/2 1 1/4 Generated by REScheck-Web Software V1 A O ■ Co fa ce Certii sate 3 LAY. W.C. 13" O F.A.I. BAH 2 3 1 1/4 C.O. O 3 Project CELLI x h-1 0 0 . Energy Code: 2018 IECC N V^, Location: Southold, New York Construction Type: Single-family 4 — Project Type: Addition TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM Climate Zone: 4 (5572 HDD) TRAP HOUSE Permit Date: Permit Number: PLUMBINGSCHEMATIC- Construction Site: Owner/Agent: Designer/Contractor: N I~ 1210 COUNTRY CLUB DRIVE co r} 1; o CUTCHJOGUE, NY it �'' N.T.S. � (U Compliance: 3.6% Better Than Code Maximum UA: 110 Your UA: 106 Maximum SHGC: 0.40 Your SHGC: 0.33 G�>G The Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. v [ Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade U-) U assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. r n r Enve1=2 Assemblies • • FASTENER TYPE: SPACING: • • Y��y'�L R �- T�i��T(� .y`�t '•' yj,,� `+A, IyC#+jA �ae �' A R (n No.S WOOD-SCREW USED ANCHOR WITH 16,OC 21n.EMBEDMENT LENGTH ® ......a.m..,......_....,......_....d.�..,., 1.._...,..................,...._..«,....-.._,_...._...:»_...... _..................-.-........W.......,.-......._.mom._...,,. .._ _...-.-,.„-. .. ,,.,.•, _-__,._._.. -._ �1 �ED"�RWITMS I6.00 ® • Ceiling: Flat Ceiling or Scissor Truss 306 21.0 0.0 0.047 0.026 14 8 V 21n.EMBEDMENT LENGTH "°"LAGSC"E" Ceiling 1: Cathedral Ceiling 272 21.0 0.0 0.048 0.026 13 7 VO BASED ANCHOR WI1H 36"OC 21n.EMBEDMENT LENGTH C.• ® • • 114•APAPLYWOOD Wall:Wood Frame, 16" o.c. 802 20.0 0.0 0.059 0.060 43 43 d In-AP RATED SHEATHING SHEATHING GRAN PLYWOOD Window: Wood Frame (ALTERNATIWVE:7/16•O.S.B.) SHGC: 0.33 79 0.220 0.320 17 25 iN� ® • 1/2•MA RATED SHEATHING GRADE PLYWOOD • (ALTERNATIWVE:7n6.O.S.B.) Floor:All-Wood Joist/Truss 464 30.0 0.0 0.033 0.047 15 22 Floor 1: All-Wood Joist/Truss 114 30.0 0.0 0.033 0.047 4 5 FASTENER TYPE: SPACING: 20 DF;r2 USEED ANCHOR WITH 10.OC • • sTu0.5 r 1 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other WINDOW SILL 21n. 1n EMBEDMENT LENGTH vj TYPICAL WINDOW OPENING No.10WOOD-SCREWS calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in PANEL SPAN EQUAL OR SMALLER 2°`�4,8DM°ENT�, 12'OC REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. THAN 4 FEET 1/46T.do LAGSGREw BASED ANCHOR wrrH 16•ac • • 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING FASTENER TYPE: SPACING: MULTIPLE PLYWOOD ASSEMBLIES PANEL SPAN GREATER THAN 4 FEET 2.2x4DF02 STUDS CONNECTED Name-Title Signature Date AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.B WOOD-SCREW THAN 6 FEET OR GALNNREO BOLTS WI BASED WASHERS 21n EMBEDDMMNT LENGTH WITH !"a L AND NUTS•Y-0.O.C. TYPICAL MULTIPLE OPENINGS No.IOWOODSCREWS ,G� ' cot BASED ANCHOR WITH S•OC PANEL SPAN GREATER THAN 6 FEET 2M•EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n.616.LAGSCAEWBASED ANCHOR WITH IS.Oc THAN BFEET 21n,EMBEDMENT LENGTH i WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING . DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL JA PIZ JOB#: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. . 2/7/2OZ4 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, .,�� 'R,,... HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET NUMBER: Project Title: CELLI Report date: 07/21/23 A-9 Data filename: Pagel of 1 REVISIONS: 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUD ENDWALL CRIPPLE STUD 0 BOTTOM PLATE 0 RIDGE LEDGER ••• BATHTUB • HEADER DOUBLE JOIST SIDEWALL ' RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY' OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD O THROUGH—ROOF EXHAUST VENTS SELECTED AND METAL STRAP ` LOCATED BY CONTRACTOR CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN` Q� VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAFPiNG TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER E--I THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ►.•� INSTALL 4'0" O.C. ��.' SHALL BE COVERED WITH CORROSION- 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' , RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4. INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4.0" O.C. AND SO AS TO MAINTAIN AIR 8" 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS , ' GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4' — 6' RAFTER RT10 10-3/4' x 18ga, TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLO R WALL -' , ROOFING LAPS BASE ' FLASHING 4 INCHES Llo BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES LP SHINGLES AT BA EN MINA 4 INCHES THROUDGHOVENTATHING A WOOD JOIST oe O Z TOP PLATE SIDE WALL FLASHING GIRDER/HEADER l--1 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST C7 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD C WTI FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO W U AS TO FORM DRAINAGE CHANNELS AND RAFTERS 0 INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED N U ON ALL OPENINGS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD i r SUBFLOOR CD SILL GASKET WOOD JOISTS en O CONC. SLAB GASKETNE �,�� 2x6 /2x8 CONTINUOUS WOOD PLATE m TYP. CONC. FOUNDATION v ( � 6 MIL. POLY x DAMPPROOF EXTERIOR V3 I BOLTED TO STEEL BEAM WITH � +, V GRANULAR FILL ° % O m r' 6MIL POLY ON EXTERIOR , = M T .2 a \gyp o 1/2 " DIA. BOLTS ® 48" o.c. STAG. O r ° V STEEL COLUMN I % , r+ o ,o ^ C _ �, ° ROOF JACK �� ,�� 1 u „ STEEL BEAM •d w 2 `j ` C ONC. SLAB ' p . � � a00 ° A o �.p v ANCHOR BOLT EMBEDMENT: 1 �� 0 A �, COMPACT FILL 0 " :D POURED CONCRETE: 7" %, 4" x 1/4 x 8 STEEL • p ^ BLOCK WALL: 15" ROOFING LAPS I TOP AND BOTTOM PLATE V „� KEYWAY FOOTING V /� ° 4 ° 7 FLASHING AT .` WITH 1/2 x 6 ANCHOR BOLT � U +v ° �'p 4• p CONC. FTG. •p G SIDES AND TOP �•� ; O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT b , • (USP LB PS58 OR B P583) �� ` v I p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN o a4( ) a DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL r . TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION F SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL V O SUB FLOOR CONC. SLAB 6X6 10/10 WWM GARAGE I DOORFRAME a_ JOIST N COMPACT FILL 1 DOOR USE 2X8 STEEL BEAM F" FOR BLOCKOUT �;•� ` ` 4" SLAB � I IF P.T. PLATE W/ 6X6 WMM \ SLOPE 4"DRIVEWAY --m. NOTCH JOIST AND ADJUST HEIGHT U 1/2" AIRS ACE �`% < ► < ° ° 7 1 �" (WITH A NAILING PLATE IF NEEDED) AT END AND d " •,p ° ° a • :< , •' , " TO BE APROX. 1/2" OR HIGHER THAN C yc Q ES OF WOOD p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° "'"�"-"'""«-"""' * • , ` r ;• BEAMS - ° '° o ° ° D • > '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ,. 6X6 W.W.M. °— —4—— — — -•.� — c, ° =,11 D p _ _ _ 12 n �► • ' ' ��\ p ° r—SUB FLOOR .A �'4 A'� ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ p ° 6 NOTCH EQUALS 1/4 DEPTH OF BEAM ° • 04 REINFORCING BAR - ° P •a REINFORCING BAR a , Il °s° °gyp01ST "; R ; DRAIN TILE ( 0 (� a STEEL BEAM 12° ° ° SHEET METAL / 30# FELT UNDER BEAM AT POINT C\'A O° • O° — OF CONTACT WITH CONCRETE OR CONC. BLOCK _mLU_ Q1 p£ �� e�s 3,. PLATE (BOLTED TOE TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A �° SHIMS TO LEVEL BEAM FA . t ' REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. a 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT :a DRAWN: MH/MS BEAM POCKET 4 SCALE: .�5. � � JOB#: 2/7/2024 SHEET NUMBER: A-1 0 REVISIONS: 1 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: iCiEN 'LRAL ]'NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL e 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q•T•1r SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAILUNINHABITABLE ATTICS DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE)NO 20 EXTERIOR(LIGHT FRAMEEXTERIOR(LIGHT )STEEL WALLS WOOD 14 (15 RAFTERS GREATER THAN 3:12 PITCH U180 ( ) NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS (PLASTER,STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the FIRE ESCAPES 40 CEILINGS should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) 85 (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 � construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 Z precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 0 specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO SI FACE or exceeds manufacture's specifications and applicable codes. Type i exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON, O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS IS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAiL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Z 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (� length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD I-� determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Q 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES Qr QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMONPER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WiN D LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached . existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 -8d COMMON EACH TOE 4' PERIMETER EDGE ZONE 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL @ 6 O.C.O. 8d COMMON @ 6 O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: EACH TOE (SEE NOTES: 1 BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 -16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SiLL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOiST NAIL w 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: 3 - 8d COMMON A 7). Darnpproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 3 N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I� W the below grade onion of exterior walls prior to backfillin . All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMO JOIST A w Z g P P g NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, H C7 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE 2 -16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 FOOT SEE NOTE: 1 0 Girders on concrete piers shall be anchored with proper steel connectors anchored a O x FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. (4 U U NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. N 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION .-� QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7 O.C. EDGE 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. 5d COOLERS NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 77[8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N 01 E 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: c Ln openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES R 2 e openings between 4'1 and GO and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). PP g JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 0 u and blocking where applicable. QTY. SPACING a w 2 1 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o v 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC ' PP connecting PLUMBING NOTES be used. .5 u , anchors where applicable to all connectin joists. „ 7/16 OSB 3 O.C. EDGE � J .� 6d COMMON �' 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o u M G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.O.C. EDGE g „ E on plans. WALLBOARD 10 O.0 . FIELD .0 w 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams (height to match floor joists) around stairwell and/or )• Y P • Y g Y P PP FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and lases to protect and secure the structure. Verify with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING , 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � state code and manufactures recommendation for maximum hole size and spacing permitted. 3 where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 8d COMMON d HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF U NOTES:S� NYS Residential Code R302.11•FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. Q needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor IS equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 F.feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: g gg 0 Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. U ' adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces in over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( ). COMPACT THE � 13). All bathroom walls to have 1/2„ thick moisture-resistant sheetrock. Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the firebiocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. '+ to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ,; ?° DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP + SCALE: AND BASES.USE WITH FLASHING CAPS TO x L+. �+', ®� JOB#: COVER TOP k /'r�r 2/7/2024 SHEET NUMBER: A-11