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HomeMy WebLinkAbout47760-Z �O SUFFOI�CpG Town of Southold 5/19/2023 a y P.O.Box 1179 C* _ 53095 Main Rd y o�'k'V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44113 Date: 5/19/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 805 Capt Kidd Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2022 pursuant to which Building Permit No. 47760 dated 4/29/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered front entry, side stoop and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Callahan,Taryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0623 5/8/2023 ELECTRICAL CERTIFICATE NO. 47760 10/26/2022 PLUMBERS CERTIFICATION DATED Brad Piecuch 2/8/2023 u 0r' Signature SUFF 1 c TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE "o • � ti0 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#: 47760 Date: 4/29/2022 Permission is hereby granted to: Callahan, Taryn 34 Shelly Ave Hartsdale, NY 10530 To: Construct second floor addition to existing single family dwelling as applied for, per SCHD approval. Second floor conforming as per average setbacks calculated by Peconic Surveyors. Front entry porch not permitted without ZBA approval. Code required landing only at front door. ** 2-21-2023 AMEND permit: to include interior layout alterations and covered front entry landing as per plans provided. At premises located at: 805 Capt Kidd Dr., Mattituck SCTM #473889 Sec/Block/Lot# 106.-5-9 Pursuant to application dated 4/12/2022 and approved by the Building Inspector. To expire on 10/29/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $772.80 CO-ADDITION TO DWELLING $50.00 ELECTRIC $150.00 Total: $972.80 Building Inspector �o�sitfFna TOWN OF SOUTHOLD oy'� BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY VJ 2 . G 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#: 47760 Date: 4/29/2022 Permission is hereby granted to: Callahan, Taryn 34 Shelly Ave Hartsdale, NY 10530 To: Construct second floor addition to existing single family dwelling as applied for, per SCHD approval. Second floor conforming as per average setbacks calculated by Peconic Surveyors. Front entry porch not permitted without ZBA approval. Code required landing only at front door. At premises located at: 805 Capt Kidd Dr., Mattituck SCTM #473889 Sec/Block/Lot# 106.-5-9 Pursuant to application dated 4/12/2022 and approved by the Building Inspector. To expire on 10/29/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $772.80 CO-ADDITION TO DWELLING $50.00 Total: $822.80 Building Inspector ho��pF SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 QIyCOU�'w`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Tayrn Callahan Address: 805 Captain Kidd Dr city:Mattituck st: NY zip: 11952 Building Permit#: 47760 Section: 106 Block: 5 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Cuustom Lighting of Suffolk License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 28 Ceiling Fixtures 9 Bath Exhaust Fan 2 Service 3 ph Hot Water gaSX2 GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 27 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches 4'LED Exit Fixtures Pump Other Equipment: Septic Disco, 200A Main Disco, W/D Notes: Addition & Second Floor Inspector Signature: Date: October 26, 2022 S.Devlin-Cert Electrical Compliance Form - x u SOv z' Town HaiCAnnex Telephone(631)76: 54375 Main Road w Fax(631)765-9. P.O.Box 1179 G C 1 Sonihold.NY 11971-0959 BUB-DING DEPARTMENT FEB n 8 2023 ED TOWN OF SOUTHOLD SUILDING DEPS: MM®FS®U' OLD CERTIlFIC�ATiOAI Date: 3 Building Permit N0. 7 le t)waer. Co. lg-k arl (Please print) Plumber: X A I P_C Gil (Please print) I certify that the soklar used in the water supply system contains less thea 2/10 of 1% lead. n lumbers Signature) Sworn t©before ane this g day of febL, _ , 20!2j SUSAN A.R!ZZ© - Notary public,State o=Mew York ►�Io.w R16'183}59 �/ 4uaii�i�in Su'�fotk Cotard__.. OrGorrrrdssiOn E,,Ires�jlarch i7,2 Notary Public, County OE SO//lyOlo -7 760 %' 06 f/�� ` # * BUILDINA DEPT. TOWN OF SOUTHOLD cniito, ' 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: N P s eNr r 1 1 Lie 7r 1 �. • DATE Z� INSPECTOR OF SO(/Th°� qjj�0 # TOWN OF SOUT14OLD BUILDING DEPT. courm��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ['Y'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ /n]� PRE C/O [ ] RENTAL REMARKS: ' wi !�►'L � es 1 D iT v r i nsv I a�or� . lnsv��rrn c�� �ca,�e. �rov+n i�l sl�ler also .- -T P"rK MXL- qove- C�el X-u em ItP un� DATE I7— e'�� INSPECTOR OF SOUl9p� LI-7-7/ (oo # f TOWN OF SOUTHOLD BUIL ING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [` ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: , sew[ce l ti ��Tr� lC -OK DATE G tL INSPECTOR 50U1�°lD - * # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: L14 DATE INSPECTOR r FIELD INSPECTION REPORT DATE COMMENTS J FOUNDATION (IST) O -------------------------------- FOUNDATION ------------------------------FOUNDATION (2ND) z 001 dUAM e,6 evn4low 4-o 0,Wkrsl 40 5 I urs, lei ►nsv I, '" ROUGH FRAMING& 3 i `c' �� �' PLUMBING l/v�-raC Spet ew 01 W&4 � . ? 5 u rel i V19-14r �►� on vn i r INSULATION PER N.Y. y STATE ENERGY CODE 4 FINAL 6 ADDITIONAL COMMENTS ` L 8-0- s- &- a a- ag a� r� &P-1ml - i2e� 0 qa�G s o � � P 5 23 �c cit}" � o � y W °z C-4 x % a� ' x e b w ;-3 TOWN OF SOUTHOLD—BUILDING DEPARTMENT �= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 ao� Telephone(631) 765-1802 Fax (631) 765-9502 hnps://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® EC " " PERMIT NO. 1-7Z20Building Inspector: APR ti 2 2022 BUILDING DEPT. Applications and,forms must be filled out in their entirety.-Incomplete , TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant'is not the owner,an Owner's Authorization form(,Page 2)shall be completed: Date:4/11/22 OWNER(S).OF PROPERTY: Name:Brendan and Tar,yn Callahan 1.sc-.rm11#11,0010-1106.-0 5-W q Project Address:805 CAPTAIN KIDD Drive Phone#:914-438-8100 EmaiII:tcallahan923@gmail.com Mailing Address:34 Shelly Avenue Hartsdale, NY 10530-1007 CONTACT PERSON: Name:M011y Jernick Mailing Address:P.O.Box 315 Mattituck, NY 11952 Phone#:631-765-4900 Email:amosmeringerbuilder@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti, PE Mailing Address:P.O.Box 616 Phone#:631-765-2954 Email:wingman @optonline.net CONTRACTOR INFORMATION: Name:Amos Meringer Mailing Address:P.O.Box 315 Mattituck, NY 11952 Phone#:631-765-2954 Email:wingman@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000 Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo 1 :. ..; PROPERTY INFORMATION ,, Existing use of property: ��S���IQRt^��\ Intended use of property:�2Siis t� 1 Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. Check Box-After.,Reading:The owner/confracto?/design professional is responsible for all drainage and storm water issues'as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the'issuance'of a Building Permit pursuant to the:Building Zone 'Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction'of buildings, . additions,alterations or for removal or demolition as herein described.The applicant agrees to comply'with•all applicablelaws;•ordinances,building code; housingcode and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspection's:False statements made'herein are ' punishable as a Class A misdemeanor pursuant to Section 210.45 of the New Y66eState Penal Law. O Application Submitted By(print name): / Authorized Agent ❑ wner r__._._�_._...v.. _.. _ __. .._I�d_1.l ��� ti _ _-. Signature of Applicant: Date: STATE OF NEW YORK) S COUNTY OF ) Ile,0//v ,e�rn f being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �P1 Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r l �� day of 20�� Notary Public Marts E.Thomas PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC.STATE OF NEW YORK ROS(Where the applicant is not the owner) Qual ffiedimfion Suffo&Count 2 QaaliSed in SnNo-ffollc Cowry Commiuion Expires December 4,20 I, :rqo:r,n cql. ok&r\ residing at 3� Po,4�1 UY 16 3 c� do hereby authorize 1"�t,`l� �Lrn`C,, to apply on my be f to the Town of South Building Department for approval as described herein. a a�-- Owner's Signature Date Kro Ca I � Print wner's Name 2 BUIL DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ,.. T JUL BUILU►1gtyh-lall Annex- 54375 Main Road - PO Box 1179 °Tovuw of sou1+oLo Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - sea ndc(D.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Liqhtinq of Suffolk Electrician's Name: Benjamin DOroski License No.: 38893-ME Elec. email: CIOs51706a�gmail.com Elec. Phone No: 631-298-4588 0 I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Callahan Address: 805 Capt Kidd Dr Mattituck NY 11952 Cross Street: Breakwater Rd Phone No.: 631-298-4588 Bldg.Permit#: 47760 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition Wirinq. Includinq Liqhtinq, outlets, and switches Square Footage: 11600 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final. Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 PhF-]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 UEFD1��� BUILDING DEPARTMENT- Electrical Inspector it Off' �G TOWN OF SOUTHOLD Town Hall Annex -.54375 Main Road - PO Box 1179 v' z Southold, New York 11971-0959 fJ Telephone (631) 765-1802 FAX (631)'765-9502 l rocierr(Dsoutholdtownny.gov — seand(�southoldtownn,y.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: 0 License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: s Cross Street: Phone No.: Bldg.Permit#: W 7760 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame 0 Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # d r s Switches Outlets G FI's Y Surface Cl1 Sconces rI' HH s f 1"� 2 UC Lts F ns �- Fridge HW a � f 1 Exhaust Z Oven WAD Smokes DW Mini Carbon Micro Generator Combo I I Cooktop Transfer t AC. 1 � AH Hood Service 111 vL Amps Have Used Special: � s Comments ffff sq Foil It'. Town Hall Annex arm Telephone(631)765-1802 54375 Main Road a '; Fax(631)765-9502 P.O. Box 1179 coo Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION.ANDIOR TIMBER CONSTRUCTION, Date: A I / Z-Z_ Owner:. ��m B RLEN D&A - (' M14-MA Location of Property: .605 CArPf&A L�b b l t w C-- t-rllw_c_K_, 9 Y Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: _"'-�Z- Name (person submitting this form): oily I-EkAtcic Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Verity, Mike From: Taryn <tcallahan923@gmail.com> Sent: Thursday,April 14, 2022 8:29 PM To: Verity, Mike Cc: Brendan CallahanV Subject: 805 Captain Kidd Drive building permit approval consideration please Hardship Letter for Building Permit for 805 Captain Kidd Drive, Mattituck NY 11952 Suffolk county tax map number 473889 106.-5-9 Mr. Verity: This letter is a hardship appeal and consideration to expedite the approval for the building permit at 805 Captain Kidd Drive. This property is owned by us: Taryn and Brendan Callahan and was purchased 6 years ago. Because of the fact that our son, Shane Callahan who was adopted at a month old, has medical issues and special needs, we lived in Hartsdale New York with my parents in order for him to get the medical and academic services he needed. My son has a rare genetic disorder called Behget's disease and requires a very clean environment. I also have medical issues and am currently on Social Security Disability and need help to manage everything with me and my son. Also, during that time, my husband lost his job due to the death of his employer Kobe Bryant and Covid and was unemployed for over a year. Right now, he travels over 4 hours a day to work in Melville and is earning less than half of his former income and spending a tremendous amount on travel and tolls. Our major hardship came on September 1, 2021 when Hurricane Ida flooded our walk-in-apartment with 6 feet of raw sewage, where we lived and resided during the weekdays at the home of my parents. We lost, everything in the walk in apartment: all our furniture, electronics, clothes, shoes, medicines, all my son's toys and sensory equipment and all our files and memories. We had to move upstairs in my parent's home and the three of us live in one bedroom with whatever we were able to purchase after our losses. Even though we had renters insurance, we received nothing from the insurance company and received just enough from FEMA to cover my son's medicine. As a result of this loss, we are unable to remain in the Hartsdale house and with the cost of the re-construction my parents had to sell the house. My parents are retired with their own medical issues and my father who had triple by-pass surgery and heart valve replacement is also a disabled Vietnam Vet. So naturally, we need to stay together as a family to help one another and we are hoping to get as much of the construction in Mattituck done before our move to avoid more medical 1 complications. As of April 7, the Hartsdale house was sold and my parents will be renting until the end of June so that our son can complete his special needs kindergarten program and continue to his medical treatment plans before everything is transferred and we move permanently to Mattituck. Shane has been through so much, as we all have, and we need to provide as much of a smooth transition as possible. We had hoped when we came to the decision to move to Mattituck at the end of last year that the construction would be started and be close to completion by April 1. Now we are in desperate need for the septic and addition to be completed so that we can move. We received our approval for the septic on Monday, April 4 with the assistance of Craig Knepper of waste water management of Suffolk county. We are desperately appealing for the building permit review and approval to be expedited so that the septic system can be completed and the construction started. This hardship appeal is due to all of the above hardship issues that we have had to face over the past couple of years. We strongly appeal to you for consideration, review and approval. Please feel free to contact me at(914)438-8100 if you have any questions. We really need your help and approval. We thank you so much for everything you can do. Sincerely, Taryn and Brendan Callahan ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 COUNTY OF SUFFOLK r WN STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD,MPH Commissioner INSPECTOR CERTIFICATION LETTER July 6, 2022 Taryn Joell Callahan&Brendan Callahan 805 Captain Kidd Drive Mattituck,NY 11952 SIP Application ID: 8113 SC Tax Map Number(s) of the Property: 1000-10600-0500-009000 WWM Reference Number: R-22-0623 Dear Grant Applicant, Thank you for your participation in the Suffolk County Septic Improvement Program (SIP). Initial inspections of the I/A OWTS installation at the above referenced address indicate that the system appears to be installed in conformance with the Residential Construction Standards and/or the approved permit, and has been approved for backfilling. Please note that the Office of Wastewater Management conducts a separate review of documents required for Final Approval (as-built plan, contractor's certification, etc.) and may result in the need of additional inspections and/or site modifications. If you have any questions or comments regarding your I/A OWTS please contact our office at(631) 852- 5811 or SepticDemo@SuffolkCogntyNY.gov. Sincerely �,cu-est Julia Priolo Principal Environmental Analyst Office of Ecology DIVISION OF ENVIRONMENTAL QUALITY PublicHea 11b 360 Yaphank Avenue,Suite 2B,Yaphank NY 11980(631)852-5811 Fax(631)852-5812 Prevent.Promote.Protect. N z d MAP SHOWING A VERA GE w FRONT YARD SETBACKS A T MA TTITUCK DRIVE KIDD x CAPTAIN w TOWN OF SOUTHOLD S1 7E SUFFOLK COUNTY, N. Y. FOR 1000-106-05-09 0 RUTH ROAD SCALE.' 1 =50 'd APRIL 26, 2022 w KEY MAP x H NOT TO SCALE a C-' a t� et D ... . .. ISE 300YJDDN 00 CAP 11\v1 N � HOUSE . . . . . . GD E 300 .• � HAUS .� .. . •. . .• HOUSE Ui O rn DECK .KQUS� • 6 OUSE U 7 o HODS H I •T•�:. � E HOUSE . . . . . . . . THE AVERAGE FRONT YARD SETBACK FOR SHOWN HOUSES IS 27.2' DRE c F �l �W E APR 2 7 2022 BUILDING DEPT. TOWN OF SOUTHOLD of aEw ro vA J.mc)�. © = SUFFOLK COUNTY TAX MAP LOT NO. ��f` ��«A c� o� s N.Y.S. LIC. NO 49618 N.YS. LIC. NO. 051132-01 NOTE. SOME INFORMA TION ON THIS MAP WAS TAKEN PECONIC SU MORS, P.C. FROM SURVEYS PREPARED BY 0 THERS AND MAY (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 ,21--063 NOT RELEC T CURRENT CONDI T/ONS 1230 TRAVELER STREET A VQ. FR r.YRD SOUTHOLD, N.Y. 11971 SIB. MAP I/A OWTS General Requirements 1.Installer shall provide a certification of the Installation and construction(W.W.M,73)from a PROFESSIONAL ENGINEER OR CONCRETE' REGISTERED ARCHITECT for final approval of the system COLLAR 24 STOPPER END 2.The Installer of IIA OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII(Septic Industry Businesses)and Endorsement J(Innovative and Alternative Treatment System Installer)through the Suffolk County R PLUG Department of Labor.Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(11)(J).The Department of Labor,Licensing,and Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. C/ N t19"PROPOSED 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be RISER & COVER • ELEC. 067 submitted to the Department PANEL 45 1/2 ow FIBER JOINT 4a 1/2 4.All installed IIA OWTS are required to have an Initial 3-year warranty and operattonlmalntenance service contract PACKING 5.When an I/A OWTS requires a vent,the unit shall be vented to the roof of the residence being served.Vent pipes shag • extend a minimum of 6 Inches above the roofline and the top of the vent shag have a minimum horizontal separation Of 12 Inches to the sloped portion of the roof.In cases where it Is not practical to vent the system to the residence roof,a vent W WER PIPE pipe may be piped to the exterior side of the residence and terminate a minimum of 18 Inches above grade.These vent > C1 SE (ER (TYPICAL) ��O AMP BREAKER pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.All vent pipes must have a minimum diameter of 2 inches. 0. PVC PIPE D3034 EXTERIOR RATED C/ Jef SDR 35 VNC77ON BOX BELOW Provide 2.vent pipe from the OWTS To the single-family dwelling and connect to the waste W z 0 02IJGRADE IN pipe venting system within the house.Pipe shall have a positive slope from the OWTS to the Q BEND TO SEP770 SPRINKLER BOX house so liquid will drain toward the treatment unit 1C) TANK I�^\ Y FROM DWELLING k--42--42 ANG UF'WIRE 04 6.Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal.In addition,water /� Y 0 softeners shag not discharge into ani/A OWTS. r 1 ) Z D/REXT BURIAL + V 31 1/2� • 064 7.Install I/A OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the Q - C.I. 60° PVC WYE C/ TO PVC 070 manufacturer shall be Implemented HOUSE F-- ADAPTOR I-- REMOTE PLC CONTROL PANEL8.The 1/A OWTS tank shag be Installed at level In all directions with a maximum tolerance In an direction of+/one ^/ PLC CONTROL PANEL W/HPaO COMPRESSOR quarter Inch)on a minimum 3-Inch thick bed of properly leveled and compacted sand(free from rocks)or pea grave 1 r < W/HP80 COMPRESSOR AIR PUMP n 9.The top of the IIA OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade, CLEAN OUT DETAIL 00 N .T.S. ELECTRIC RISER DIAGRAM Electrical Requirements 1.Control Panels N.T.S. a.A11 wiring and equipment are to be installed by the electrical contractor in accordance with the z 1° '� National Electric Code(NEC)and local codes. z b.The control panel box must be placed outside on a suitable pedestal near the structure that h serves. B ARematively,the panel box may be mounted on an outside wall of the structure(preferable a utility room,and not a living space). ♦^ c.The control panel shall be placed at a comfortable height for access. v/) d.The panel shag meet National Electrical Manufacturers Association(NEMA)4X specifications. e.The conduit must have appropriate seals to prevent gases and moisture from reaching the control n+/• D panel or junction boxes. f.Each system shag be equipped with a functioning warning system which will activate audible and °' EXCAVATION INSPECTION REQUIRED 63 visual alarms thatcan be readily seen and heard by the occupant's of the building served. 2.Pumps,Blowers,Level Sensors,and Controls FOR SANITARY SYSTEM a.The electrical junction box serving the pump motor and floats must be watertight and located outside the IIA OWTS tank chamber. b.The Department shall observe the pump system operate through a normal operating cycle. By HEALTH DEPARTMENT c.Inspection for leakage of the force main fltdngs will be made during the pump test procedure. e (ON PUBLIC LW GS WATER) w.n General Construction Notes 1.LOT AREA:12,000 SF 2.SCTM#1000-106-0524 S.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY PECONIC SURVEYORS,P.C.,Last Dated 317/2022.ELEVATIONS REFERENCED TO THE NAVD 88 DATUM 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS POLE BILL OF MATERIALS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED ■ 5.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE W CrApTAIN ITEM PM DESCRIPTION QTY: COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE C.L. PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. ]� 7� 77''7T--rye HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE X EL76.7 IDD / //-,.T�/ //' 1 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING DRIVE Y J_j A 180052 TANK,PRE/PUMP 400 1 WDRK, 0. (PUBLIC WATER IN ROAD) C.L. B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE W, 3EL73.7' C 100110 ASSEMBLY,RE-CIRCULATION 243 COMPLETE 1 AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL O X D AN400-P AN400 W!PLATFORM COMPLETE 1 UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. Z EDGE OF PAVEMENT E EC50-30-L-80-PLC OPS,EC50.30-L•80-PLC 1 _ 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. w Q 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3.000 PSI 28 DAY STRENGTH CONCRETE. W Z O Z 10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS !Il 86.00'30" E 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO Z �- ,1 100-001 PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.THE METHODS AND Ll l = 0) 694 � g MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL ` 25 � � PATER 3 X47 CONFORM TO THE NEW YORK GUIDELINESFOREROSION AND SEDIMENTCONTROL V J 0VERN BRICK STEP METER _ 12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM //� Q LO O MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. ` / Z T AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE DRI1MHBrtA.MY14 13.ALL COVERS ON TREATMENT UNIT SHALL HAVE LOCKING COVERS&SECONDARY SAFETY LIDS CD _O I FP I 2 I z APPROVED BY: sbnATURE DAns sev. ART V) r co \ hydro Cf10IC 05/31/17 0 HA-18005-5 PROVIDE 2"VENT PIPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO THE WASTE PIPE VENTING CU (9 REMOVE AND REPLACE LP SYSTEM\"�, W WILL DRAIN TOWARD THE TRE TMENT MT. A POSITIVE SLOPE FROM THE OWIQUI TS TO THE HOUSE SO ANY LD W v FENCE AS NEEDED /� O 2.5' C. SLATE WALK X X 282 -ALL HOMES WITHIN 150' OF PROPERTY ARE o M HYDROACTION REMOTE PLC CONTROL PANEL CONNECTED TO PUBLIC WATER W a AN400 10.1 W/HP80 COMPRESSOR N VENT O Co m CONIC. & o _ _ _ -THERE IS NO SURFACE WATERS WITHIN 300' Cn LINE w 4 BEDROOM r SLATE O tm� XzAIR a 2 STORY PATIO O CON7ROL PANEL DN CALLAHAN LOT 186 I LINE FRAMED 10.1' 38.4, CV V.WOOELEP4 7/ORM AT HOUSE c" r,:� . 805 CAPTAIN KIDD DRIVE DWELLING o xz CONTROL PANEL 8c AIR PUMP ELEVATION �d MATTITUCK, NY 5 F.F.EL. 76.8 c� 'g• , `'r�' (PUBLIC WATER) N ST LOT OOP 188 N. � '� r SCTM# 1000-106-05-;9 0DWELLING O ELECTRICAL 7.9' ,, n SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s.1' CONNECTION IN r PUBLIC WATER) s '' c�^'' a \ / PERMIT FOR APPROVAL OF CONSTRUCTION FOR A CONDUIT � r 14.4' ? SINGLE FAMILY RESIDENCE ONLY X 3'X3'CONCRETE PAD FOR AIR PUMP AND CONTROLS x ►`� TEST HOLE DATA DATE 4/8/22 H.S. Rif. No. R-22-0623 ACIHEAT McDonald Geoscience APPROVED i, W UNIT 1.0 STONE M MARCH 7, 2022 FOR MAXIMUM OF 4 BEDROOMS o x COPING ELEV. 72 0' EXPIRES THREE YEARS FROM DATE OF APPROVAL rn LOT 187 DARK BROWN LOAM SANITARY SYSTEM DESIGN <o OL 1 0' Abandonment of the existing sanitary system must be in DRAWN BY: JF/JP �1 CP GRANITE conformance with the Department's requirements. O X COUNTERTOP DRY coli 2, Submit completed form WWM-080 as proof z J GARAGE " 4 BEDROOM RESIDENCE = 440 GPD REMOVED F.F.EL71.6' SM BROWN SILTY SAND Design Professional's Certification Required. N X DRY EXISTING CP DECK M A I Submit P.E.or R.A.Certification For MARCH 14, 2022 SHED Q The Installation and Construction of the Sewage Disposal System Of 4.4 CP 15.4• s.s' �< 150, HYDROACTION AN400- = 450gpdCd Use FormWVt+M-073 6 - VIN FENcSCALE: AS NOTED t.SN• 29 E W FENCE SP STOCKADE PALE BROWN FINE SAND LEACHING N N 86'00'30" 1.25. 100.00' ^° � [1 ] p 8'Dia x 12' Dee LEACHING POOL SHEET NO: N/O/F ALEXANDRA PAPADOPOULOS t.o's 230' [2] 8'Dia x 12' Deep EXPANSION POOL DIMITRI PAPADOPOULOS N/O/F DIONYSIA KALOGERAS NO WATER ENCOUNTERED STEVEN KALOGERAS REMOVE ALL UNSUITABLE SOIL DWELLING BELOW THE LEACHING POOL HEGW (PUBLIC WATER DWELLING INTO THE SP SOILS ELEV=5.09' 10/4/19 SITE PLAN (PUBLIC WAR) SITE# S53325.1 SCALE: 1" = 20' SURVEY OF PROPERTY �f A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-106-05—p� 9 SCALE: 1'= 20' FEBRUARY 2, 2022 MARCH 7, 2022 (SCDHS INFO) (ON PULL IG L INGS WATER) UTILITY POLE CAPTAIN C.L. KIDD X EL.76.7' DRIVE (PUBLIC WATER IN ROAD) C.L. EL.73.7' = X EDGE OF PAVEUENT > O v � S 86'00'30" E 694.25' 100.00' WA TER METER � O m N FE COVERED 1.3 E. MICK S }' VIN F NCE 2.5' CONC. SLATE WALK [--x— x—x x26.2 Q I 4.o' GAW TE O " 10.1 Q O N N CONC. & I w `* SLATE O LOT I .r 1 STORY PATIO O 186 iM FRAMED 10.1' N 52 HOUSE 38.4' DWELLING i s F.F.EL. 76.8' (PUE5L I G WATER) i c� WOOD LOT 188 DWELLING 0 Li x 23.2• 'A' 7.9' x 6.1' •8• i (PU5LIG WATER) i o 4.4' Q 3 WNYL STOCKADE U-) I OUTDOOR SHOWER O M I M O x AC/HEATCn M Z i UNIT 1.0'STONE K� ) COPING O I LOT 187 sem. N x to x P GRANITE N COUNTERTOP SEPTIC LOCATION I GARAGE N N 3.2' 'A' 'B' i DECK F.F.EL.71.6' Ww CP 40' 31' I SHED ¢Q ir 4.4' x 15.4' 6.6' I��Q CP 58' 49' ___"6 _x_)f x— VNYL FENCE CP FE 0.3'S., ro 1.31N., 2.8'E N N 86'0030- W FE STOCKADE FENCE e 1.2's 100.00' _—_— N/O/Ft.os. ALEXANDRA PAPADOPOULOS DIMITKI PAPADOPOUL05 N/O/F DIONY51A KALOGEKA5 DWELLING STEVEN KALOCERA5 (PURL I GD WELL INC D r tlil NOTE.• NO PRIVATE OR PUBLIC WELLS WATEK) WITHIN 200' OF SUBJECT PARCEL. (PUBLIC WATER) APR 12 202 2 DD ELEVA 77ONS ARE REFERENCED TO NA VD BUILDING DEPT. ELEVA TIONS ARE REFERENCED TO NA VD TOWN OF SOUTHOLD • = MONUMENT AREA=12,000 sq.ft. LOT NUMDEK5 REFER TO "MAP OF CAPTAIN KIDD ESTATES" FILED IN THE 5UFFOLK COUNTY CLERK'5 OFFICE ON JAN. 19, 1949 A5 FILE NO. 1672 N.Y.S. LIC. NO. 49618 ANY ALTFRA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF N.YS. LIC. NO. 051132-01 SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PECONIC SURVEYORS, P.C. PER SEC77ON 7209-SUBDI14SION 2. ALL CER77FICA77ONS HEREON (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 21-063 1 SURVEY OF PROPERTY N AT MA TTITUCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-106-05-24 SCALE. 1'= 20' FEBRUARY 2, 2022 MARCH 7, 2022 (SCDHS INFO) IEDWELLINC75 APRIL 25, 2022 PROPOSED) (ON PURL I G WATER) U71UTY POLE CAPTAIN C.LKIDD X EL.76.7 DRIVE (PUBLIC WATER IN ROAD) C.L. n EL.73.7' 3 X EDGE OF PAVEiWLWT O ^6� S 86.00'30" E 1 694.25' 00.00, WATER 1h METER i > �v-�-- � O of I HATCHED AREA c^v =PROPOSED 2nd FLR. F ADDITION 1.3 2.5' CONC. rxVIN�.. FFt do SLA WALK x 28.2 W p i 4.0' GATE/ 10.1 �> O 0 N x N - CONC. & p I w SLATE O x Z 1 STORY 10 . PATIO c LOT 186 IL`' FRAMED cly � SHOUSE 38.4- C)W E Ll- 8•4'C)WELL I NG i s O(PU6LIG WATER) Sr�ooP LOT 188 I I— DWELLING Lu 23.2' A J x ''9� 8.1' .B. a (PU6LIG WATER) I ¢ 3 O VINYL STOCKADE M iOUTDOOR SHOWER f10 8EFT1C LOCATION Z i AC/NEAT n WY e x UNIT 1.0' STONE M A B I COPING O CP 40' 3I' I LOT 187 zo s� to CP 58 49' i GRANi P COUNITE Z4 TERTOP GARAGE � 3.2' ZON I NG INFORMATION- R -40 I DECKING F.F.EL71.6' LjNEARw LOT GOVERA&E (EXI5TINC7) 44, I SHED GRADE 15.4' TOTAL AREA • 12,000 5Q.FT. ----- —X—X x_ _ VINYL FENCE CP FE HOU5E, 1,311 5Q. FT. ��6 — — 0.31S, ro C�ARACPE 343 5Q.FT. 1.3 N., 2 a E SHED 97 5Q.FT. `� N 86'00'30" W FF. STOCKADE FENCE o� TOTAL COVERAGE- 1751 5Q.FT. 1.2'S 100.00' 12000/1751. 0.146 15% N/O/F ALEXANDRA PAPADOPOUL05 D IM I TR I PAPADOPOUL05 N/O/F D I ONY51A KALOGERA5 SWELLING STEVEN KALOGERA5 (PU6LIG _ �WELLIN6 NOTE. NO PRIVATE OR PUBLIC WELLS WATER) W/7HIN 200' OF SUBJECT PARCEL. (PU6LIG WATER) ELEVATIONS ARE REFERENCED TO NA VD ELEVA77ONS ARE REFERENCED TO NA VD OF NEW�.Mir?�;el � ■ = MONUMENT �'zo`er lit � AREA=12,000 sq.ft. LOT NUMDER5 REFER TO "MAP OF CAPTAIN KIDD E5TATEV ' skitsmo FILED IN THE 5UFFOLK COUNTY GLEKK'5 OFFICE R ON JAN. 19, 1949 A5 FILE NO. 1672 of N.Y.S. LIC. NO. 49618 ANY AL7ERA71ON OR ADD17ION TO THIS SURVEY IS A WOLA71ON OF APR 2 7 2022 ED N.YS. LIC. NO. 051132-01 SECTION 7209OF 7HE NEW YORK STA 7E EDUCATION LAW. EXCEPT AS PECONIC SUR S, P.C. PER SECTION 7209–SUBDIVISION 2. ALL CER7IFICARONS HEREON BUILDING DEPT. (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR 71-I/S MAP AND COPIES THEREOF ONLY IF SAID MAP TOWN OFSOUTHOLD P.O. BOX 909 OR COPIES BEAR 77•IE IMPRESSED SEAL OF THE SURVEYOR WHOSE 12JOO TRA V EL R S TREE 11971 T 21-063 SIGNATURE APPEARS HEREON. ADDRESS.• 805 CAPTAIN KIDD DRIVE, MA T77TUCK SURVEY OF PROPERTY N SCDH REF, R-22-0623 A T MA TTIT UCK OUNTY 0EP;URTMENT OF HEALTH SERVICES TOWN OF SO UTHOLD API-'�'ROV^L OF F»'- -Y REST,l9"lCe ��� SUFFOLK COUNTY, N. Y. ,�.S9t�Sfil.E F.i' ° �Y RE�i97E6de�E I u zte MAY 0 0 2a23 la.s. ei.No.A1000-1 —05_- 9 G,... pa a it�, t is z t�-n�sil tT'�- - it DWELL INC75 SCAL 1 � �' IE U to.....�-`�z��-=1� r�. (� PURL I G r� b WATER) FEBRUA 2 MARCH 7, 20 CD Ifif `I y APRIL 25, 2022 PROP S D No 11, 2022 (FIN L2�VS �OL W b (: ralg Knepoer. RE., Chie' U77UTY POLE CAPTAIN C.LKIDD x EL76.7' ° DRIVE (PUBLIC WATER IN ROAD) C.L EL73.7' EDGE OF PAVEMENT 3 0 S 86'00'30" E I 100.00' 694.25' BURIED h �h• 1. PROP WATER 4y TANK METER = I o E MIN. I LP Q+ 10,E m C9 LOT 186 V DIA.X N ? s _ DWELLING 12'DEEP o /ta& 4.G' GATE ° ( / CONC. su1E WALK rx_. ,_x—x� (PUDLIG WATER) 0 i 'B' 28.2' M x to.t' o N ACTDRO ION " c o 1 STORE CONC. do p AN400SLATE O SYSTEM I PANE�I M 2 STORYFRAME I 10.11 ^ PATIOcly N N BLOWERO HOUSE - 38.4' W " PVC EUM eox F.F.EL 76.8' b, WOOD LOT 188 I o IMM?A7UR STOOP DWELL I NCS x 232' X7.9' 6.11 A (PUDLIG WATER) 'low to "' o C Cj o Q 3 I � 4' Z ACUVINYL STOCKADE x $ I NIT OUTDOOR SHONER t0 SEPTIC LOCATION AC EAT rn UNIT •A• .B. i STONE NE M O i ST 35f 14 LOT 187 cn LP 49' 16' i x GRANITE � ZON I NC7 I NFORMAT I ON- R -40 COUNTERTOP GARAGE •Z' DECKING F.F.EL71.6' w x LOT GOVERA&E (EX15TINCS) I SHEDNEAR 4 4, n GRADE e, Q c� TOTAL AREA 12,000 5Q.FT. ----� —x--x _ _ VINYL FENCE � t HOUSE, 1,311 SQ. FT. IN 0.3`5. 03 0 i1? &ARA&E 343 5Q.FT. O' 1. W.. 281~ "' -17 SHEl7 97 5Q.FT. c4 N 86.0030" W STOCKADE FENCE TOTAL COVERAGE- 1751 5Q.FT. t,y 100.00' pig , nt.os `" 12000/1751- 0.146 15% N/0/F ALEXANDRA PAPADOPOUL05 DIMITRI PAPADDIONY OPOUL05 N/O/F t-01 SIA KALOGERAS � ' STEVEN KAL.06ERA5 DWELLING � rr DWELLING - (PUDLIG WATER) :- NOTE. NO PRIVATE OR PUBLIC WELLS (PUDLIG WATER) WITHIN 200' OF SUBJECT PARCEL. �pF NEW yo9 ELEVA77ONS ARE REFERENCED TO NA VD �Q'� ��,-0 3.MBTzc 'f h ■ 0 MONUMENT AREA=12,000 sq.ft. u�•431U.ao� LOT NUMBER5 REFER TO 'W OF CAPTAIN KIDD E5TATE5" FILED IN THE 5UFFOLK COUNTY GLEIW5 OFFICE SFD LA ON JAN. 19, 1949 A5 FILE NO. 1672 N.YS. LIC. NO. 49618 ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF N.YS. LIC. NO. 051132-01 SEC77ON 7209OF 7HE NEW YORK STATE EDUCA770M LAW. EXCEPT AS PECONIC S ORS, P.C. PER SECTION 7209-SUBDIVISION 2. ALL CER77nCA71ONS HEREON (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET n An n 0 F—� r -HIM -I 1 11 - 711 , ..._.. F� I I FI 11 U � o -! - - -PIN-IF - r�L 1_ _ - Ill I- - - - _ ---� A w 1 �C � A z E111 Ill- t I I I I I I I I I I Ill I I III I I I I -1 A H - - ' ISI a E+ - - O jE-+ ~ o -- 00 - T i o Z J -LT I I PROPOSED NORTH ELEVATION ' ' �'� �� �� �� !' SCALE: 1/4" = 1'-0" FEB 17 202- f �f UJ W X _j Lo - ----- - -m _T --�- - - - - - -_ -- ---� - -- - g z m O to - O co a: O co w cTT " O IT] Jj1 11 1 -1, 1 17 1 1 1 1 Lu I I F 11 1 1 1 1 F f -1, 1 1 1I I' I' I, I I I Al-,UThly I O -- - -i tL i - - - - -FY IV DRAWN BY: IF 2/17/2023 IP- 6 - SCALE: SEE PLAN - - - - -- -� SHEET NO: - - - - - - - IT Y>,�c;X,X-,X<,xx PROPOSED WEST ELEVATION 1 - SCALE: 1/4" = 1'-0" 1 11-1 7 tZ A O E-+ O J _ o 00 TIP4TU � 0 A lLT T- - �- PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" -0 W - -- - - -- - - S z ° z -' � xL6 Q p� cs o c CIO o CD ' r UL All T F I PTI 1 1 1 1 TTF F T- VJ 1 - - --1 -- Ij --' - - . 1'_1_�� - - - - DRAWN BY: JF 2/17/2023 ® - - - - — - - ! -� SCALE: SEE PLAN --i- SHEET NO: Yr-�`[-,T11 �yl 1 11 P TI ��\ xo -�xx� PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" A- 2 :4 A ow Z O 11- � EX. CRAWL SPACE U � 0!�y BLOCK DOWV TO FOUNDATION 1 . 1 F'�� P4 FILL BLOCK SDLID 12"EACH SIDE I < p� A z I I o REPLACE EXISTING _ BASEMENT WINDOW WITH NEW EGRESS o N WITH WINDOW WELL > TO CODE O W 0 0oC H � CL I I _ _ I 1 J_ Lu ____ EX.(2)2X8 GIRDER__ i ___ _ 00 0III Z a—————' a------ nl III III u LALLY COLUMN OVER III Q 00 3'X3'Xl'CONC.FTG. W/(4)#4 BARS E.W.- --- nl ' n ` X N 1 10'-0Y21' I 1 1 " 1 _ ,1 --- 81-0211 11 1'-0T-_ " II , LL r - - - - - - - - -� EX.(2)2X8 GIRDER w EX(2)2X8 GIRDER ; --- __(2)2X8 ACQGIRDER Q a12=91/L.60NC.PIER a----_ u m m N (00 W/24-724-712" v0 ( 0 Lu CONC.FfG.3'-D" O n, =5 M- BELOW GRADE(TYR) Lo w oCLLJ , Q ' LL. 111 a. Z .. X LALLY COLUMN OVER EX. BASEMENT x 3'X3'X1'CONC.FTG. _ Th BLOCK WALL • w w/(4)#4 BARS E.W.-+ N-- III 1 III 1 III nn EX.(3) 6 GIRDER EX.(3)2X6 CD GIRDER CD Z Lo B 1 1 III _ -----� B N a-----� III ''- W EX. CRAWL SPACE ;;; ° o Q 0 O LuQo : il0 LID l Zv), LO.� O x d ry III n W v z LL III _ 0 10,40Y."(W) 15'-9%"(VIF) 1 - III 11/ BLOCK DOWN TO FOUNDATION FILL BLOCK SOLID 12"EACH SIDE III. I 0 o I s '1 DRAWN BY: JF `---------� ` 12"DIA.CONC.PIER _ (4,)2X$ACQ-(.,1RDER =+ I 36"BIGFOOT FTG(TYR) 2/17/2023 �- - -- - - i SCALE: SEE PLAN SHEET NO: r � c A PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" A - 4 A � EX.OUTDOOR SHOWER - -- }� ' z i I 0 a O < � � cz U � >< z 11-7/8 711560 F1 16"OC •• D EXIST. EXIST. BATH BATH 0 P4 A z A H H 11-7/8 TJ1560 FJ 16"OC A( C C � o � EXISTING BEDROOM EXISTING BEDROOM a 00 o0 0 x Q A T ox ~ X O m N 3 10'-0'/a" m ---------------------------- EX.STAIR TO I ------------------------ BASEMENTTO ------ _______________________ REMAIN i 1 _ L---------------------- 1 '-NEVITCRNbIN�--------- j1 1 1 1 1 i 1 _ 1 1 1 1 1 I I < L---------------------- 1 1 1 UP v REMOVE EXISTING —WOOD STOOPol AND STAIR NEW STAIR 15r 9t , LL @7-1/4r i i i i LLJ ,__�__] e T W i PANTRY BLOCK 11-7/9TJ1560 FJ@16"OC V z 1 1 1 1 SCJ 1 1 1 1 DOWN m r 1111 z � zLo 1 1 1 J (.0N 00 V X 6 o 0 0 EXISTING LIVING ROOM z m O ti ZD Bi El O0 � M Lu w OLu CO -- -- EXISTING � N LL, O KITCHEN 11-7/8T11560 FJ @16"OC v' BLOCK I DOWN DRAWN BY: JF III III COVERED HXN... 2/17/2023 PORCH N , IIS „ _121.2X10 ____ 6X6 POST SCALE: SEE PLAN ------- -----� BOXED IN ------ ------------ 011 SHEET NO: __,�7h CC lIT yp pp' PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0" A � EX.OUTDOOR �u SHOWER ../� a 1 O V � o 11-7 8111560 FJ 16"OC •• W 00 EXIST. EXIST. `/' A `, BATH BATH 0 A � ................ o BLOCK ' Z DOWN _ Flush Girder Continuous zza � 11-7/8TJI560 FJ @16"OC „ w O ..r r p U) ~�+ IL C C O DINING ROOM �!_1 EXISTING BEDROOM 00 (FORMER BEDROOM) I> O m � A mOP O x V rin BL Xo DOWN 10'-0'/2" ----------------------------- EX.STAIR TO ----------------------- BASEMENTTO ----- REMAIN 1 '----------------------- 1 1 1 1 I 1 r-NEWEANbINU--------- " I 11 1 1 1 I ' ' ' ' ' = Tie FL to Girder with ----------------------- UP REMOVE EXISTING WOOD STOOP Joist hangers TYR � ' ' ' I m AND STAIR NEW STAIR ' , ' ' ' ' ' 6_21 15r 9t 1 Uj @7-1/4r i i i i W PANTRY BLOCK ' 11-7/8 TJ1560 FJ @16"OC Q z DOWNJ 1 1 1 1 Z �_ Z Lb 1 1 1 1 LU coJ � N Q 0 / X O EXISTING LIVING ROOM z U I I O CO B B 7) ' L O c N 1 ,E] ----- Flush Girder Continuous w co LL - EXISTING N KITCHENDo - II IL II l II 11-7/8TJ1560 FJ @16"OC I v BLOCK , J DOWN I 1 DRAWN BY: IF z p 0—;.—EX.STEP X p ----- TO BE REMOVED iD O n i Q ' 1 ]i m a::: 12/28/202. NEW COVERED PORCH p'" tt,.° ,. �`� x 12X12 FJ COLUMN �e �y IIN N w/6X6 ACq POST W. 4R' (TYPICAL) ~;; c� SCALE: SEE PLAN __(3)2X10 GIRDER BOX IN '-- _ 2X10 GIRDER BOX IN 3 2X10 GIRDER BOX_1N ""' 4.! _- ---------------===alto 1 _____________IF 0, __ _ _ 11®1 I ------------------- SHEET NO. 0° 9'-6%2" 6'-0" 10'-101, On 28'-0%2" 01 PROPOSED 1ST. FLOOR PLAN - 5A SCALE: 1/4" = V-0" As Constructed Revisions 10/4/22 z D IF II Illl z O 0i��TUM1soOLo U � o J � A w < A z 11-7/8 LVL RIDGE Z ZW j,�,jUii 2X6 COLLAR TIE @48"OC A N Z a, H 11-7/8 LVL RIDGE O � r , 2X1 RR @ "BC MASTER BATH 2X4 NAILED TO Post ridge and raise ceiling joists --- Z CD EVERY 3rd.CJ 2X10 RR @16"OC to 10'-0"above FF 00 00 CONNECT 2X6 TO EACH CJ w SIMPSONH8 1 31 Ulf I — - 2X8 CJ @16110C zoo B N 12 4 2X$�F@lb OG 3/4"SUBFLOOR 2X6 CJ 16"OC I R I I I I I I (3)2X10 GIRDER 11-7/8 TJ1560 FJ 916"OC i -0 COLUMN W C � W COLU i C? o1 Z 6X6 POST bo V (TYP) z Z Lo t 1 W co p N ® V 0 O co to 514 DECKING _ _ ��� z M 2X8 DJ @16"6C EXISTING EXISTING (4)2X8 GIRDER �..I.� a• Oco 4: EXISTING co0- O O ;6 12"CONC.PIER W co �✓ m EXISTING �O — ' - — - — 24"X24"X�• 12" �/EXISTING LALLY EXISTING LALLY EXISTING AA L.L. CONC.FTG. COLUMN COLUMN EXISTING 'n V/ z 7Z •.3'X3'X1'CONC.FTG. 3'X3'Xl'CONC.FTG. w/(4)#4 BARS E.W. w/(4)#4 BARS E.W. DRAWN BY: JF a CROSS SECTION A cf, r'Jy,� .-~ 12/28/2021 .R 4 8 SCALE: 1/4" = 1'-0" 1 tk."� .y . , • - SCALE: SEE PLAN IN, 0 16 } r}�, SHEET N O: f I 11-7/8 LVL u ' °G 2X6 COLLAR TIES 48"OC ;r+'•j; --- --- 12 z �8 @tibO o tidy 2X4 NAILED TO EVERY 3rd.CJ CONNECT 2X6 TO 1� EACH CJ w/ -- SIMPSON HS 2X8 CJ @16"OC i•i� A < A z c 00 11-7/8 LVL RIDGE BIDBO z � AH^ - �D 2X10 RR @ 16"OC El 3/4"SUBFLOOR '64'�Lj' b4�k11-7/8 TJI 560 FJ @16"OC - - j.�._+ 2X8 CJ @16"OC �i a r LnO Ll / ^r (3)11-7/8 LVL w/ 00 ( STEEL O (CONTINUOUS) Flush Girder Tie FJ to Girder with Joist Hangars - Q A 0 BO z ( EXISTING �i -�. - - - - - - - - --- - - - - - - - - - - - - - - fT�• .R.. EXISTING EXISTING n n 11-7/ (2)7-1/2 LVL UNDER 7Z , LVLEXISTING BEARING WALL EXISTING c- r, LALLY COLUMN 12 F— G 71, C-) J' y O @ti6�0 EXISTING EXISTING EXISTING EXISTING _ 2X4 NAILED TO 1 ^---E EVERY 3rd.CJ . . .. . . •. ,, W CONNECT 2X6 TO . EACH CJ w/ 3'X3'X1'CONC..FTG. z SIMPSON H8 w/(4)#4 BARS E.W. 0 -- -- S z `� z � 2X8 G @16"OC r B CROSS SECTION B J X o N 4 9 SCALE: 1/4" = 1'-0" Z 0 0 ti O I— .-. CIO BID u, a: 0 co W r/'► �../ _^ 0 3 4"SUBFLOOR / Irji560 WOOD-I F1 @12"OC Flush Girder----' _ Q (3)11-7/8 LVL w/ or T TI 4 �`C (2)1/2"STEEL (CONTINUOUS) OCT 1 k�• - DRAWN BY: JF 0o Tie FJ to Girder with 12/28/2021 Joist Hangars SCALE: SEE PLAN EXISTING FLOOR (2)7-1/2 LVL UNDER BEARING WALL EXISTING FOUNDATION SHEET NO:.,}�t�•*fc r EXISTING EXISTING o r FOUNDATION FOUNDATION ^ t .- c CROSS SECTION C 4 9 SCALE: 1/4" = 1'-D" nrf ,u EXISTING CONC.SLAB As constructed Revisions 10/4/22 OCCUPANCY OR USE IS UNLAWFUL 777 P, 1 ani s as PC r, APPROVED AS NOTED , rs Energy Code DATE: '� B.P.# �7�D WITHOUT CERTIFICAT� FEAv -� BY: OF OCCUPANCY T I I I _ 7 NOTIFY BUILDING DEPARTMENT AT •L 765-1502 8 AM TO 4 PM FOR THE O FOLLOWING INSPECTIONS: COMPL°:' WI7-,1­1 A�L CODES OF Fr I I I I I I I I1 1~ �i 1. FOUNDATION - TVVO REQUIRED FJrMJV YORK S-1 ATE & TOWN CODES w,�„�C. „ e� FOR POURED CONCRETE AS REQUIR AND CONDITIONS OF �� �jr�✓✓ ��(v" V 2 ROUGH - FRAMING & PLUMBING 0 3. INSULATION TIN UST SO-HOLD TOWN ZBA - f�� �J W 4. FINAL - CONSTRUCTION M SQUTHOLD TOWN PIANN! G ' S �� z A BE COMPLETE FOR C.O. NG BOARD r ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN T n ` "-� REQUIREMENTS OF THE CODES OF NEW TRUSTEES J� Q W YORK STATE. NOT RESPONSIBLE FOR " +' �Q� �j A z DESIGN OR CONSTRUCTION ERRORS. Z z TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF Q� Z Z a [� PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r. .. Z00 PLUM13ER CERTIFICATIC I"J C� O ON LEAD CONTENT BEFORE � A CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. 000000000000000000 000000000000000000"00 PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" W z � zLO W co N Z Q 1: O (.0_ - U OmF- f` O :D III0 (D U) 11 1 Hill UL- 0 N 0 F-Tl I I I I Q) 77 1 Hill IIIII I 1 11 11 7 DRAWN BY: JF 12/28/2021 SCALE: SEE PLAN L APR 12 2022 BUILDING DEPT -- - ��,�.�►O�SOUTti�I.D SHEET NO: PROPOSED WEST ELEVATION A- 1 SCALE: 1/4" = 1'-0" Im . 1 111 11 11 1-77Jw P4 J ---- P4 A z -- Z E-+ z v Z aE-4 � � H 0 V H ® z o o o0 Q A 00 a� PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" n � w --,.s w Z -� (D (o Z . rn w (.0C) cV i Z o o � M � om � � (/? DZ) M W � o � 0 � Q) a LL N r LLI I-L DRAWN BY: JF 12/28/2021 SCALE: SEE PLAN - 1 - 1 H Till IIIIIII 1 11 11 1111111 1111111111 11 11111111111 11 SHEET NO: PROPOSED EAST ELEVATION A- 2 SCALE: 1/4" = V-0" �- w V � o w Z A OUTDOOR SHOWER Q P4 A z 0 OIL 11 1 EXIST. EXIST. BATH BATH CRAWL SPACE Z !� H o O V H -- LnZ Mio °° lD 00 Q A EXISTING BEDROOM EXISTING BEDROOM w ---• •-----• E===0=_____ EX.(2)2X8 GIRDER u Iq 0 l( --- OL EX.(2)2X8 GIRDER: EX.(2)2X8 GIRDER EXISTING BEDROOM o BASEMENT w Th BLOCK WALL Q) z `} X / .-� ZzLi � O O -----' -----• X p N 0 0 EXISTING LIVING ROOM ----- EXISTING I - ______ EX.(3)2X6 GIRDER ------------- CRAWL ---- ----- -- - ♦- Z DINING ROOM iEll CRAWL SPACE ---- ---- m = O I- I EXISTING W O (o KITCHEN °° II w LL II O V/ 0 EXISTING FOUNDATION PLAN EXISTING FLOOR PLAN SCALE: 3/1611 = V-0" SCALE: 3/16" = V-0" DRAWN BY: IF 12/28/2021 SCALE: SEE PLAN SHEET NO: A � Z � o a a EX. CRAWL SPACE U � o BLOCK DOVN TO FOUNDATION W �j FILL BLOCKSOLID 12"EACH SIDE / n w/J� 1-� •`W/ W II 1� n U Q �/ O REPLACE EXISTING r _ BASEMENT WINDOW X WITH NEW EGRESS N WITH WINDOW WELL "' U j w TO CODE c - m C a ~� QH II c? � O Ii � O I I 1 I u d uj EX.(2)2X8 GIRDER i Ln O nl = Q W nl III u LALLY COLUMN OVER III Q0 r' i FTG. W/(4)#4 BARS E.W.- LLL , 111 I � 111 I N 10'-0%:" I 10 f I " I 8'-0%2„ - - 1 - f� , (RD 1'-0" 1'-0" I lL ------------------ 11 I --I-- I--=- �___________________ EX.(2)2X8 GIRDER' "' ' w EX (2)2X8 GIRDER ---(2)2X8 ACQGIRDER --- -® "' m _ I Q , }2-'BI.4.60NC.PIER ----- III m 00 F- m N I W/24"X24"X12" U III N C� CONC.FTG.3'-0" III a BELOW GRADE(TYR) "'t , 111 J W . 111 z O •• li I 1 I � Z •• T x LALLY COLUMN OVER u EX. BASEMENT : x 3'X3'X1'CONC.FTG. I'I ^ 7'h BLOCK WALL w In C w/(4)#4 BARS E.W.-+I+ • I III I ,� LLJ . I III I nl I I W I III I L 1 1 1 j . - it+--- rrnn 'EX.(3)2<6 GIRDER ; iii i EX.(3)2X6 GIRDER V Z //����� -------- --------'-- --I--------�li-------_--=S--O=-_-------_---------_- -- _--_'= Lo W o N • III � > � � `/ , l Q Lu u EX. CRAWL SPACE N = o 0 z MO O Zo I I i LL dl Q III L c-IX `- Iil tt d N O N U O III n w QLL \/ • III N z O . .: .10'-103/" (VIF),�••.: .'...:••..••.• '.'ll.;•..• .. . . '-93/" (VIF)',:•••: .':•': ,�•.•: .'; , •,.: .';• 1 - : BLOCK DOWN TO FOUNDATION '. . • it ; :'FILL BLOCK SOLI SIDE lit O I I LEDGER BOARD TO BE FASTE ED I o u I TO BUILDING WITH TIMB LOK® 00 I 12"DIA.CONC.PIER U= I SELF-COUNTERSINKING CREWS ¢ - BYOLYMPICMANUFA URING I W/24"X24"X12" x� I p (2 SCREWS @ 32"O.C.) I CONIC.FTG. (TY N DRAWN BY: JF t W GRADE(TYP.) I in I i (4)2X8 ACQ GIRDER i 4)2X8 ACQ GIRDER I (4)2X8 ACQ GIRDER I I ' -- -'------- --------------- =-- -==-=-= ------4-_ -±------------- - --'- -- ' _____ __ ====__ _-- --- ----------------------- _ 12/28/2021 -- - - - - - -- =7 ----------------------------'- IL - . - - - - - - - - - - I - ' - - - 1 - - 1 - - - - - - - - - ' - J' 011 91-6%" -o" 101-101' 011 SCALE: SEE PLAN is'-oiZll 710, 10 SHEET NO: A PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" A- 4 A Z EX.OUTDOOR SHOWER -------- i 11-7 8 TJ1560FJ 16"OC 0 p EXIST. EXIST. O BATH J BATH A w o Q P4 BATH z ............................. o 41: BLOCK , Z Z [�] DOWN d v . A H � ZZ - -t� H �11-7/8TJ1560 FJ @16"OC F- ,. F C NIL �r DINING ROOM I I EXISTING BEDROOM 00F� (FORMER BEDROOM) I>�co Q O n m ° Q A �D o0 v v x z o N °p l0 m (� m BL K (Co/[J�U x m DOWN cpm 10'-OY2" pq ---------------------------- EX.STAIR TO M I ------------------------ BASEMENTTO HE j Lu _____i______________________= REMAIN i �----------------------- L----------------------- t i UPi I ' REMOVE EXISTING WOOD STOOP m AND STAIR NEW STAIR ' ' ' ' ' ' ' ' ' 15r 9t @7-1/4r - w Q� z PANTRY BLOCK " 11-7/8 TJ 156011-7/8 TJ 1560 F1P16"OC"OC DOWN m z � Z � JX � " OO U u') oI 0 0 I EXISTING LIVING ROOM z m O Zo N f , \ � ) \� EXISTING LL �/ KITCHEN J I I00 (\,o 0- Q) I I 11-7/8T11560 FJ @16"OC7/8T11560 FJ @16"OC BLOCK DOWN VA it, DRAWN BY. JF O EX.STEP nIx o TO BE REMOVED X ni fvA1 n 0 p In /�� nim .� } C? NEW COVERED P RCH 7 ,�' 12�28�2021 ii X 12X12 FJ COLUMN N u i N '. w/6X6 ACQ POST v n (TYPICAL) "; SCALE: SEE PLAN "" 3 2X10 GIRDER BOX IN 3 2X10 GIRDER BOX IN 3 2X10 GIRDER BOX IN " ----------------------- Fo ti --------- ------ ------------ -------_----------------- SHEET NO: 0,, T-6%" 6'-0" 10'-10" 0" 28'-OY2" All PROPOSED 1ST. FLOOR PLAN A A5 _ SCALE: 1/4" = 1'-0" z A 28'-OY2" 61-2Y2" 13'-11%" 7'-10'/z" lo ol 3'-2Y:" 3'-011 6'-113/" 6'-113/4" ol O 11K �4 TW2632 1 /0, rT, 0 'Z" ui Z m MASTER BATH w A z 3'-0 w M z W ¢ 2'-0" - TW3046 EGRESS oo 2'-6" �+ N O -------------------------- ------- � AH � It a w _ WALK-IN M O V N 2X8 CJ @16"OC CLOSET 1,4 Ln ? -------------------------- ----- z 00 .� C oo C o O o ��j• �' MASTER BEDROOM ;t A o Z 16-0" lo a Ln - w N N n t m uiM 4'_0" 4'_0,, z._6.. ,� SHANE'S w � m BEDROOM -- --------------------------- 5'-411 �, n zo �/-- 002X8 CJ 16"OC 1 I I 1 1 1 I I 1 I — 0 1 I 1 1 1 1 1 I I 1 0 ` 1 I 1 I 1 1 I 1 1 1 2'-0" CK— I I 1 I I 1 I 1 I 1 J N w \ 1 1 1 1 I I 1 I I 1 1' 1 N (RAILING) �+ Q Z I I I 1 I I I I I 1 5'-7Y2" ON 1 5'-1" ` Y J I I I L� � I I 1 BATH = ao^ J X I I 1 1 a,. WALK-IN q z Q 0 (.0s'-o" Q 1 � CLOSET N �— O m � ^ I 1 N ---------- B W O � 2X8 CJ @ 16"OC � V- N LAUNDRY �O�/ ��• �� . _ N SUPPLIES LJ. tr OFFICE o a'I 4'-0X1 _ � o I � Or.i I m NLn iv z u1 16-0" m 4'-0" LAUNDRY m LINEN I DRAWN BY: JF EGRESS EGRESS TW3046 12/28/2021 � TW3046 TW3046 Nn 3'-4" 10'-8%" 10'-8%" 3'-4" SCALE: SEE PLAN 28'—OY2" <NA) SHEET NO: PROPOSED 2ND. FLOCR PLAN _ SCALE: 1/4" = 1'-0" A6 z A ,<4 OH r - - - - - - - - - - OH- - - - - - - - , r Z - - - - - - - - - - - - - - - - - - - II II 0 I 12 w I �� 16" i t 8 � I I � h=1,�11 OH I I > 2X10 DF#2 M @16"OC 00 II � II W 16 OH r - - - - - - - - J L - - - J L - - - - - - - - - - - - - - JL - - - - - - - - - - - -1 II I I II I I I I I I II I I it Z 7 a II i I II I'-1 IL - - - - - - - - - - - - - - - J 0H C 2X10 DF#2 RR @16"OC r - - - - - - - - - - - - - - - - I l I I I I O II I I II 00 I II II o 0 I I I I i i II II II Q A I I I i t II I I 11 12 16" - - - - - - - - ---- - - - - - - - - - Ir - - - - - - - - - - - - - - OH r - - - - - - - , I 8 I II II I I II M I I I I I 1�1 I i II i - - - - - - - - - I r - - - - - - - - - - - - - - - J I I I I I I I I I I I I w L - - J I ir - - - - - - - - I I II II i�-- 1I _ _ _ _ _ _ _ _ _ _ _ _ _ II rr - - - - - - - - - - - - - � I I i II II II I I II II �� ( I o I I I I I I I ( I Z° I I I I I I I I LJJ � I it _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I L - - - - - - - JI II OH Z a I r - - - - - - - - - - - - - - - - - - - - - - - Q) r - - - - - - - I I 16" I o I I I I I I _ OH I I 10I I I � 2X10 DF#2 RRA@16"OC I z (o ZLf) w ON 'Jx —iL6 BI I QQOC� I I I 11-7/8 LVL RIDGEI I I I I L I II it II �— zm = � i I r 1 1 12 I I I I I L - - - - - - - J I W I 8 I I I I I r - - - - - - - LIL II I I I II II O II � I I I II II it II I II _ _ _ _ _ _ _ _ _ _ _ _ II I I II II VJ LL - i l I - - - - - I I I - - - - OHS- - - - - - - I I I I i L - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - J L - - - - - - - J LI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J II ( I II II DRAWN BY: JF II � II LL 12 I I 12/28/2021 II � 4 � II IL - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - JI L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: SEE PLAN SHEET NO: A PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" A- 7 z z w P4 U � o w J Q z 11-7/8 LVL RIDGE ^ Z H z < �D 2X6 COLLAR TIE @48"OC Q 11-7/8 LVL RIDGE O V H 2X1 RR @1 "OC En 2X4 NAILED TO Q z 00 EVERY 3rd.CJ 2X10 RR @16"OC 00 CONNECT 2X6 TO EACH CJ w SIMPSON H8 2X8 CJ @16"OC boo? o 0o N 12 LL]---Lil 4� A16"QC 3/4"SUBFLOOR (3)2X10 GIRDER 21-7/8 TJ1560 FJ @16"OC :11:13 w 12"X12"MN w COLUMN Z 6X6 POST zo V � .d- (TYP) z (rD Z Ln V LJJ � ❑ N 7 < 00 (DXJ6 S 4 DECKING _ _ Z m 2X8 DJ @16"OC EXISTING EXISTING Z4. (4) GIRDER (n0M EXISTINGOCONC.PIERW ��O EXISTING EXISTING 0�/ — - - — -— 24"X24"X12" EXISTING LALLY LILLY 714 EXISTING LL CONC.FTG. COLUMN COLUMN 711, z Q) EXISTING 3'X3'X1'CONC.FTG. 3'X3'X1'CONC.FTG. w/(4)#4 BARS E.W. w/(4)#4 BARS E.W. DRAWN BY: JF A CROSS SECTION A 12/28/2021 4 8 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SHEET NO: - - - — - — - - - - — - - - — - - — - — - — - — - — - — - 11-7/8 LVL u � � wT 2X6 COLLAR TIES 48"OC 12Z a @16 O 2X4 NAILED TO EVERY 3rd.CJ —J CONNECT 2X6 TO � w EACH CJ w/ U O -- SIMPSON H8 -- W 2X8 CJ @16"OC / _ A F-1 A w Qop 11 7/8 LVL RIDGE °° U Q � � 2X10RR A @16"OC 0 Z ~ 3/4"SUBFLOOR 11-7/8 TJI 560 FJ @16"OC O �+ 2X8 CJ @16"OCLIMZ r— (3)11-7/8 LVL w/ Q 00 ( STEEL Q O (CONTINUOUS) UOUS) Q A Bo z EXISTING - - - - - - - - - - - - - - - - - - - - - - - - - - M EXISTING EXISTING I�'1 11-7/ (2)7-1/2 LVL UNDER 7Z , LVL EXISTING BEARING WALL EXISTING ui 12 o P LALLY COLUMN G 8 EXISTING EXISTING EXISTING EXISTING ` 2X4 NAILED TOLJ.. EVERY 3rd.CJ W . ► CONNECT 2X6 TO f '•�° •.►;�'r'''d" �'r~••� //�� w e'w . v• e w�.. 'i e'o. Z EACH CJ w/ 3'X3'Xl'CONC.FTG. SIMPSON H8 w/(4)#4 BARS E.W. -- -- _ _ S z `rzm SISIMMM 2x8cJ @16"oc g wto CROSS SECTION B v J X o N 4 9 SCALE: 1/4" = 1'-0" z m 0 Zo u— o -, op Q (n O = (� wL0 � O 3/4"SUBFLOOR — - Q 11-7/8TJI560 WOOD-1 FJ @12"OC V/ O (3)11-7/8 LVL w/ "STEEL (CONTINUOUS) DRAWN BY: JF zoI E p 12/28/2021 — _ SCALE: SEE PLAN EXISTING FLOOR (2)7-1/2 LVL UNDER BEARING WALL EXISTING SHEET N O. FOUNDATION EXISTING EXISTING FOUNDATIONFOUNDATION lz o C CROSS SECTION C 4 9 SCALE: 1/4" = 1'-0" EXISTING CONC.SLABA- 9 z 1 1/4 r�l z 1ff J±3 11/4 11/4 11/4 O LAV LAV. �■■.� a W.M. W ER SH �J 11/4 3 11/2 2 0 C.O. I 241 3 C.O. 3 4011/4 11/4 C.O. t� 3 J QP4Az 11/4 11/2 11/4 11/4 11/4 11/2 11/4 SINK WC! LAV W.C. LAV. 13' -111 D.W. F.A.I. SHO ER aIC WER 2 z ZCO.O. I 10 11/4 241 2 3 11/4 3 C.O. I C.O. 0 V 3 3 L Vj r) 4 z 00 SLOPE"1/4"PER�FOOTTCH TO DRAIN TOAPROVED O 4"C.I. SEPTIC SYSTEM Q TRAP HOUSE PLUMBING SCHEMATIC SCALE: NOT TO SCALE 9 !+i 2" r ..........................................._0.................._.._.._..................__....—�---- 2:: O O O O 2" s • • • • .........................................................................................._.......__....._...._ 2 _ ....-.._...................._. ........................................_..._.._......._................. .........___ i ! i OO OO • • Lu I •• I • • �/ -,i-� FASTENER TYPE: SPACING: No.8 WOOD-SCREW f I y BASED ANCHOR WITH 16"OC I j I I z tin.EMBEDMENT LENGTHmem . O I ,>.. • • •e • • z No.10 WOOD-SCREWS O O Lo i BASED ANCHOR WITH 16"OC I + r 2in.EMBEDMENT LENGTH — - -- (0 0 N 1/4in.dia.LAGSCREW .__.___._....._..._.. �_. .. ___ ____..... ........ `+ BASED ANCHOR WITH 16"OC X J tin.EMBEDMENT LENGTH I f �� I f QOOCO 3/4"APA PLYWOOD O ^ r— l SHEATHING J M ----—------ ) i 1/:"APA RATED SHEATHING i i I GRADE PLYWOOD V) O (AITERNATIVIVE:7/16"O.S.B.) • ® i •• • • W C1 I O LL 1/2"APA RATED SHEATHING GRADE PLYWOOD • j O j (ALTERNATIVIVE:7/16"O.S.B.) Qj• e = •• • • FASTENER TYPE: SPACING: VJ 2X4 DF#2 No.B WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL 2in.EMBEDMENT LENGTH • ; • I •• • • TYPICAL WINDOW OPENING No.10 WOOD-SCREWS — BASED ANCHOR WITH 12"OC L_y___:___ _ . ... ...... .........__.............. ..._ -- PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW DRAWN BY. JF BASED ANCHOR WITH 16"OC Q 0 Lin.EMBEDMENT LENGTH TYPICAL DOOR OPENINGi PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 12/28/2021 2-2X4 DFp2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL gA$ED ANCHOR WITH 8"OC THAN 6 FEET OR GAUVINIZED BOLTS W/WASHERS 21n.EMBEDMENT LENGTH AND NUT5�2'-D"D.D. No.10 WOOD-SCREWS SCALE: SEE PLAN TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH SHEET N O■ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 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 PND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESISN-PRESSURE UPGRADES WHERE APPLICABLE. — 10 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST EE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Z Z Generated by REScheck-Web Software � � W P4 Compliance CertificateP4 >-'}—. Z A < Az Project CALLAHAN o Energy Code: 2018 IECC Z C—' Location: Mattituck, New York < Construction Type: Single-family A F-4 Project Type: Addition Z Z p-1 Climate Zone: 4 (5331 HDD) O V Permit Date: Permit Uumber: Construction Site: Owner/Agent: Designer/Contractor: Z 00 805 CAPTAIN KIDD DRIVE O MATTITUCK, NY STORM WATER MANAGEMENT DETAILS Q Z • N.T.S. ROOF AREA:1662.1 SO.FT. __...-..___......_._._._...___ ---_ ._ AT 100%WATER RUNOFF:277.6 CU.FT. Complia>ce: 2.7% Better Than Code Maximum UA: 147 Your UA: 143 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. PROVIDE(2)B'DIA.X 4'DEEP DRYWELLS It DOES f 0T provide an estimate of energy use or cost relative to a minimum code home. DRYWELLS CAPACITY:338 CU.FT. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. OGEE GUTTER-STANDARD 5" } NOTES: 1).EXECUTION: Envelope Assemblies A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. • w� 1 iloK. ' I yy�• I{ B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR .tri ,y°� A Li ► }/» g0 ].,� i p, ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. " Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR w.- -- ___.w .. _._.. ___.. ______ .. .._ ..__... __..___.___. __._..__. w --- METALS ,METALS WITH PROTECTIVE BACKING PAINT. Ceiling: Flat Ceiling or Scissor Truss 1,098 30.0 0.0 0.035 0.026 38 29 3.INSTALLATION: W A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. Wall: Wood Frame, 16" O.C. 1,139 28.0 0.0 0.050 0.060 47 57 –0 11.1 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. Window: Wood Frame Z a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 17 0,280 0,320 5 5 ACCESSORIES. SHGC: 0.31 (' }' d- B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. Window 1: Wood Frame Z � Z Lo \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 176 0.300 0.320 53 56 CONNECTION WATERTIGHT. SHGC: 0.31 W 1 DRY WELLS TO BE 10'MIN. 4).PROTECTION: Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other Q O O LO CO A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in t_ Z M ` OC COMPLETION. RESche:kVersion : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. U_ — .-. 0 0 0 0 O 0 M Name -Title Signature Date Cl) a: 0 co LL 1L O Q) n- v! O DRAWN BY: IF ProjectTitle: CALLAHAN Report date: 12/25/21 12/28/2021 Data filename: Page 1 of 1 SCALE: SEE PLAN SHEET NO : z Z WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 0 �4 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 \ U O ENDWALL RAFTER WALL STUD � CRIPPLE STUD L. • BOTTOM PLATE r RIDGE 1 �T� HEADER LEDGER BATHTUB ",•••1 �-q SIDEWALL DOUBLE JOIST • • JACK STUDS RAFTER 44P-1Q FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Z ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT I•"•�I U CONNECT TO 1 SIDE Of ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLIC ATIOY [RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 2 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. JALSTA21-1/4"x2420ga. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION 2x6-2x8 LS26 18ga. SLOPE HANGEfi PPLY TO EACH RAFTER / LEDGER WITH ANCHOR PLATES 1ST. FLOOR. CONNECT THROUGH STRAP APPLY TO EACH CK STUD ROOF 4 " FOR JOIST NOT DIRECTLY UNEPARALLEL WALLS, PROVIDE HE FLOORSS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH DR JOISTS. UNDER WALL.CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD ` z THROUGH-ROOF EXHAUST O H �r VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP O CRICKET AT TOP-SIDE OF VENTILATION CHANNEL u RIM BOARD CHIMNEY AS REQUIRED I`tj-11 RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN z 00 SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION ' TOP PLATE BLOCKING Q O FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING10 BARRIER - LAP FLASHING A STAPPING TO BE ATTACHED TO WALL STUDS®48"OC 2x4 SOFFIT JOIST 1/u�\ AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA 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 INSTALL 4'0" O.C. �.' THE SPACE VENTILATED. ALL OR WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD . INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF V. INCH IN DIMENSIONAND SO AS TO MAINTAIN AIR SOFFITED EAVE B" - 14" LSTA30 1-7/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " " " C)NNECT TO ON ALL OPENINGS / ACTION 4 - 6RAFTER RT10 10-3/4 x i8ga. TYDOWN ANCHOR EeCH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS C)NNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 209a. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ION ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL I OF FLASHING I 1 ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST F, TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD Q AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W 4" - 8" LSTA36 1-1/4•'x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED W N ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" [PAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACP RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Z INSTALL 4'0" O.C. RAFTER TO PLPTE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. �\\8" - 16" MSTA43 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS LATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. do REDUCE BUMP OUTS PLATES TO EACH STUD C doll- Wr Lo� DBL. SILL PLATE m TERMITE SHIELDI SUBFLOOR 0 `! SILL GASKET WOOD JOISTS � < O O r^ TYP. GOING. FOUNDATION ` GONG. SLAB NEOPRENE � VVV \Y./ A 6 MIL. POLY GASKET /r 2x6/2x8 CONTINUOUS WOOD PLATE �� -r �, DAMPPROOF EXTERIOR V ZCo 6MIL POLY ON EXTERIOR V GRANULAR FILL . s I BOLTED TO STEEL BEAM WITH � '• 1/2 " DIA. BOLTS®48' o.c. STAG. O •�' V ^ •> STEEL COLUMN � ^ /% ii���F�� '^ r Nib ' a I •a I° ° • % C ROOF JAC K V) O cn ° •� GONG. SLAB '4 a, (\� % STEEL BEAM //�� O '^ 01 • ( A \•p v ANCHOR BOLT ENBEDMENT: �� V/ v.+ V COMPACT FILL = POURED CONCRE-E: 7" % 4" x 1/4" x 8" STEEL 1 1 1 •� e ° BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE LTJ �,a • - a • w FLASHING AT WITH 1/2" x 6' ANCHOR BOLT U- KEYWAY FOOTING e V A • 'O �•C C SIDES AND TOP % U- 0.4 CONC. FTG. ° (USP LBPS58 OR BP583) \ ■ USE WITH 3x3 SQUAFE WASHERS ..ir— � ;O ANCHOR BOLT CONNECTION 1/2" GROUT REINFORCING BAR I I � 3" STEEL COLUMN DRAIN TILE p • ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT I /\� SUPPORTING MAXIMUM £PACING FLASHING LAPS ( 10 KIPS ) •V,V\■ SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL 0- Sp PACE OR FOUNDATION) 7 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL GONG.NEEDED FOUNDATION. APPLY PILASTERS 2 STORIES 36"OC O WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24'x12" GONG. FTG. CRA PACE OR FOUNDATION STEEL/ BOTTOM BEARING =TD PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON- RA ROOF JACKS& VENTS DETAIL ^` CONC. SLAB SUB FLOOR 6X6 10/10 WWM I DOOR FRAME COMPACT FILL GARDOOR E -'1 USE 2X8 o-.-JOIST DRAWN BY. JF FOR BLOCKOUT STEEL BEAM 4" SLAB P.T. PLATE W/6X6 NAM \I SLOPE // 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE 7 - • e ^ • 7 7 2" .• (WITH A NAILING PLATE IF NEEDED) ��/�V/�0�� • • ',A'� AT END AND �• .` • • ,-• •'• • TO BE APROX. 1/2" OR HIGHER THAN o s •+ ,sf`p ES OF WOOD �C •• STEEL BEAM TO ALLOW FOR SHRINKAGE RAD a --a--=-'-sr-' ..� ..�` BEAMS D e O 'O .G:'O C1' • d a • a a',. 0 • O • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 1 2' t 6X6 W.W.M. ..� _ _ _ _ .,� _ _ • a • • •. MIN. ' Q.•'� R s� 'w A•p•� �•p /�• NOTCH BEAM FOR MUDSILL IF REQUIRED --MAXIMUM f'-II SUB FLOOR SCALE: SEE PLAN •� a —REINFORCING BAR i • NOTCH EQUALS 1/4 DEPTH OF BEAM A e• • ° _I DRAIN TILE REINFORCING BAR • • C O•,•'° • • 01ST 12" 's i SHEET METAL/30# FELT UNDER BEAM AT POINT • (1• O•s p•s _ - OF CONTACT WITH CONCRETE OR GONG. B.00K i T STEEL BEAM �•• 3" PLATE (BOLTED TO BEAM) TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •. �. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SHEET N O° 3" MINIMUM BEARING SURFACE FOR WOOD EEAM GARAGE DOOR BLOC KOUT BEAM POCKET z CODE:2020 IRC,2020 NYS UNIFORM CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUN WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S R SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS O LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHTTO 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE it NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOILTEST T TO VERIFY EXISTING CONDITIONS,MINIMUM 3000a KING STUDS cApncm. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL F'�I •`O� 4"DIA.MAXIMUM CONDITIONS PRIORTO FILL.REMOVE AND ADD ADDITIONAL FILLAS NEEDED. W A r RAFTER CRIPPLE STUD 3).COMPACTION OF NEW FILL SHALL BE AT LEAST95%PROCTOR DENSITY(PER ASTM D 698 AND ASTMD3557).COMPACT THE SOIL AT I2"LIFIF TS(TYPICAL).CONTRACTOR TO HAVE LEDGER FILLTESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. RIDGE HEADER J /1 DECK AND COVERED PORCH NOTES: < 1 H� 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. ( � Z RAFTER JACK STUDS All fasteners,hangers and anchors to be galvanized or stainless steel. 1�1 fo 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored FTS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. l J RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete U LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZEFE:N:U:MBER1 DESCRIPTION I APPLICATION ILOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. /� A F J LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L526 i8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4 Deck joists to have blocking at 8'0 o.c. ��jj\\ r:) 1 Q��I' STAIR RAILING )• ) g 1r:) Fq ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washer Z MINIMUM and nuts at 16"o.c. H 6).Concrete piers shall be a minimum 6"above grade. O U &—I HANDRAILS RAFTER 7).All Joists to be supported with hanger and anchors.Each Joist shall also be anchored to girder(s). , RAFTER 8).Covered Roofs shall be assembled and anchored the same manner ase typical building. Z _r 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal Q00 POST for any contact with ACQ. Q O TOP PLATE TOP PLATE BALUSTERS � ^ RIM/DECKJOIST HANDRAIL NOTES: r^, WALL STUD WALL STUD ° OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types P) "I or provided equivalent graspability. zHANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 Inches.If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT ER RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 Inches and not greater EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross rection of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR () /2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD 9 EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 , inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that Is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the , GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ° maximum of 2-3/4 Inches.Edges shall have a minimum Z JOIST POST/COLUMN o° e radius of 0.01 Inches. ^° ° o POST/COLUMN NAILING SCHEDULE GIRDER/HEADER ROOF SHEATHING, JOINT DESCRIPTION QNI NAIL SPACING NOTES L.L POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC e■�'■� W DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMPI 7 LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMtI PAST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: L HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR APPLY TO EACH COLUMPI USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES '^ JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS QTY. SPACING `i/ Z Lb RAFTER TO 8'WALL:3-8d COMMOI, EACH TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL r CEILING JOIST 8'WALL:3-8d COMMOI, EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST J >/ CEILING JOIST TO AS PER TABLE 3.7 EACH FACE !n >< CEILING O ° STU PARALLEL RAFTER WFCM-SBC LAP NAIL V, Zo BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE z OVER PARTITION WFCM-SBC LAP NAIL UEND NAIL O CO o COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER ° WOOD JOIST BLOCKING WFCM•SBC EACH TOE V J O M ••i 2-8d COMMON � ) /�• O TO RAFTER END NAIL V J Lim RIM BOARD EACH END W LEDGER I I 'i 2-16d COMMON ° GIRDER/HEADER II CONCRETE PIER TO RAFTER END NAIL WOOD JOIST "•i WOOD JOIST , WALL FRAMING: NAIL JOINT DESCRIPTION CITYAIL SPACING NOTES CK FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2-16d COMMO PER FACE NAIL (MINIMUM) TOP PLATE FOOT Q) I /A■)' CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE V/ THE PROPER STEEL CONNECTOR. 4.16d COMMO V' LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS II OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS O TO ALLOW FOR SHRINKAGE. ROD I I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED 11 STUD 2-16d COMMO O.C. NAIL FOR STU (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"0 C FACE 16d COMMON TOP FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL I OR BOTTOM 2-16d COMMOI PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTLN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FOOT FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING D RAW N BY■ 3F CONNECTED TO BLDG.@16"OC STRINGER POST OW C MINIMUM DECK FRAMING: al TnRu- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING PBM POST ' 101ST TO: PER TOE 12/28/2021 ANCNOR "al•. - 4-8d COMMO FLOOR FRAMING n PIF I6"TREAD 1 ti •..• MINIM M s°, SILL,TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS o •e e EN5 ANCE BRIDGING EACH TOE .•••,` e•• •''• 12"x12"x12" �• TO JOIST 2-8d COMMICII, END NAIL • "•o f};p ,�y: ' CONCRETE FOOTING + - + (AS RIO) •'T" s.` i.` BLOCKING EACH TOE ■ BLOCKING FOR , TO JOIST 2-8dCOMMO END NAIL SCALE: SEE PLAN 101ST HANGER ¢'•e•ele. 'e DECK PER > LAG BOLTS p p CONC PER PIAN BLOCKING TO: EACH TOE T-O" Q'T':PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL RIM JOIST/BD. °• �1 `•�q LEDGER STRIP EACH FACE C ♦ '0% ••,-s` AS PER STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION 3-16d COMMO • INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL •Q r�° LOCATION USP NUMBER I DESCRIPTION APPLICATION JOIST ON LEDGER 3-8d COMMO PER TOE SHEET N O a DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR TI APPLY TO EACH FOOTING TO BEAM JOIST NAIL 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EArHFC)0TINr BAND JOIST 3-16d COMMO PER END TO JOIST JOIST NAIL BAND JOIST TO: 2•16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT Z Z WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: O 1-4 GENERAL NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL I� 1).RIDGE-TO-RAFTER ASSEMBLY: L 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 r -J JOINT DESCRIPTION NOTES BUILDING USE w When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) 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 r , O TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS V TOP PLATE 10'WALL:488 COMMONRAFTER ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA �( intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wail connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3488 COMMON EACH (UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE y g g P P TOE-NAIL W TO TOP PLATE 10'WALL:488 COMMONJOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES 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(PSI R301.5 DESIGN DEAD LOAD(PSF)8301 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 NAIL WALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 080 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) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 MO FINISHED CEILING) ///aa. �..� OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HABO !1 _J 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 V` W COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR LIGHT FRAME FLOORS 1/360 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 ( )STEEL WALLS 5 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 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40CEILINGS(PIASTER STUCCO) L/360 MASONRY WALLS(8"THICK) 80 Q , J 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 FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) I/240 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS 1./240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 F-y 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.2000Ibs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 r NON-SLEEPING ROOMS 40 �./ First wall studs shall be connected to the foundation,Sill plate,Or bottom plate with uplift 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) L/600 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 Q F-4- 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 NOTES ROOF GROUND SNOW LOAD 20 QTY. SPACING //�� � 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) Z P-1 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 PER FACE NAIL r{ P P P P P g P2-168 COMM O 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 4-168 COMMa JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 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 24" FACE Ln 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 2-16d COMM EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL S m.: ��. attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION y SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS. Z0 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 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Q 00 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 168 COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS Q O in table 3.15a-b. TOP OR BOTTOM 2-16d COMM 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 COMMa PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-16d COMM PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING I FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floors)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 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 QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE I I TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON masonry 8 SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE -A 4).Any new concrete walls being attached to 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 NAILSHEATHING LOCATION NOTES BLOCKING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE W be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 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: SEE NOTES:1 B 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: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. (BOTH FIELDS) P tY 3-16d COMMDP @ @ 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 18d COMMON @ 4"O.q 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. 3-16d COMMD; , 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM 1 JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMD PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMDI` JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each tide of the roof peak, 8).Drainage as required b 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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g q y ) P SILL OR TOP PLATE 2-168 COMMD FOOT SEE NOTE:1 Girders re concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOFSH ! For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL W 3).Posts supporting girders shall be anchored w a 12"x he x12"thick concrete footing. JOINT DESCRIPTION 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For Edition Wood Framing Construction Manual. QTY. SPACING Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.3 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches O.C. Z 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 � z � Z otherwise. JOINT DESCRIPTION � 3Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAS AT PANEL EDGES SUPPORTS IN THE PANEL FIELD r' (� � Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) Q N 4'EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. J LO 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM Id COOLERS 7 O.C.EDGE � � O O � 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 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. _ 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 WALL SHEATHING: NOTES , O and blocking where applicable. m openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ,..� O = M - Fn 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall (n � O (0 5 .All flush beams headers to be installed with heavy du alvinized hangers and 8dCOMMON ) g g q ) "Y h'g g PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.0 EDGE be used. UJ 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu PLYWOOD. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O N on plans. WALLBOARD 10"O.0.FIELD 3.For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. L L 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g.$ p other access openings unless otherwise noted(typical). FLOOR SHEATHING: 0- 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL _A JOINT DESCRIPTION V, 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. O PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQGRADF FLOOR 3).INSTALL 1-Co2 DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.0 FIELD (N, 4" IL 2ND FLOOR) 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.as"SILL-AFF NG REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fircblocking shall be proode dded tolc cut alllconc ailed daft openings(both vertical and horizontal) 10).Provide insulation baffles at eave vents between rafters.Install draft blockingas requirements. NOTE: andtoformaneffectivefirebarrierbetweenstories,andbetweenatopstoryandtheroofspace. THESE NOTES ARE ONLY TO BE REFERRED TC IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebloeking shall be provided in wood-frame construction In the following locations. 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. 1J.In concealed spaces of stud walls and partitions,including furred spaces,at the Ceiling and floor �/� 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment Supplier. levels.Batts blanked ets ntal spass fiber shall also filowedas reat ilockinsnwallsconot ingl0 DRAWN BY. �F ) P y 1).Nailing requirements are based on wall sheathing feet.Batts or blanketr of mineral or glassfiber shall be allowed as fireblocking in walls constructed COX 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: using parallel rows of studs or staggered studs. 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. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for snnector REMOVE AND ADD ADDITIONAL FILL AS NEEDED. i members shall be doubled,or alternate connectors, 3)In concealed s 12/28/2021 over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain toed path. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR under stairs shall comply with currentrNVS.Residential aCdde bottom of the run.Enclosed spaces 1).All electrical t0 be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACTTHE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT I2"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 i i thi h ll When wall sheathing s continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 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). flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DONOTBACKFILLUNTILLFIRSTFLOORDECKCONSTRUCTION, SCALE: SEE PLAN 3).All electrical Work t0 Comply with 2014 NEC. to be reduced t01-168 Hall per foot. NCLUDING SUBFLOOR,IS COMPLETE. 5).For the fireblocking of chimneys and fireplaces,as required by current I Residential Code. 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 SHEET NO: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP A-