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HomeMy WebLinkAbout50575-Z of sou T�o�o Town of Southold * * P.O. Box 1179 ,0 53095 Main Rd COUNT". Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46110 Date: 04/12/2025 THIS CERTIFIES that the building ACCESSORY Location of Property: 64380 CR 48 Greenport, NY 11944 Sec/Block/Lot: 40.-3-4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/12/2024 Pursuant to which Building Permit No. 50575 and dated: 04/22/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 24.8' x 48.3' accessory barn/garage as applied for(Barn #2) The certificate is issued to: 60095 Roxbury LLC Of the aforesaid building.. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50575 02/12/2025 PLUMBERS CERTIFICATION: ut rUzedSignature �SUFFot, �o TOWN OF SOUTHOLD BUILDING DEPARTMENT w a TOWN CLERK'S OFFICE oy • � ' SOUTHOLD, NY poi� yao. 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#: 50575 Date: 4/22/2024 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St PO BOX 89 . Greenport, NY 11944 To: construct 24.8' x 48.3' accessory barn/garage as applied for. At premises located at: 64380 CR 48,Greenport SCTM #473889 Sec/Block/Lot#40.-3-4 Pursuant to application dated 3/12/2024 and approved by the Building Inspector. To expire on 10122/2025. Fees: ACCESSORY $713.00 CO-ACCESSORY BUILDING $100.00 Total: $813.00 Building Inspector OF SOU��,�! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 rlh �O Jamesh southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 60095 Roxbury LLC. Address: 64380 Route 48 city:Greenport st: New York zip: 11944 Building Permit#: 50575 Section: 40 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: D.A.K. Electric Electrician: License No: 5120-ME SITE DETAILS Office Use Only Residential Indoor x Basement Service x Commerical x Outdoor x 1st Floor Pool New x Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 9 Ceiling Fixtures 7 Bath Exhaust Fan Service 3 ph Hot Water 50amp GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt - Recessed Fixtures CO2 Detectors Sub Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED 1 Exit Fixtures Sump Pump Other Equipment: 1 50amp outlet, 2 8ft led lights Notes: BARN # 2 Inspector Signature: LAfiprDate: February 12, 2025 64380 rt 48 �O�*pF SOUIyOIo # # . TO OaOUTHOLD BUILDING DEFT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] .FINAL [ 1 FIREPLACE &CHIMNEY [ ] FIRE SAFETY'INSPECTION ( . ] FIRE RESISTANT- CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 64fA ol QLdbd G''� ofozez fZ DATE o2 1 o2S INSPECTOR pF SOUtyOlo # TOWN OF SOUTHOLD BUILDING DEPT..- ou N / 631-765-1802 ANSPECTION [ ]. FOUNDATION 1ST/ REBAR [ .] ROUGH PLBG. [ "]. FOUNDATION 2ND [ ] WSULATION/CAUL.�KINGG [ ] FRAMING/STRAPPING [ '�] FINALvl v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT-PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL REMARKS: 1vV 1� DATE ZOYJ INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer July 1, 2024 Design, _Construction, Inspection Page 1 of 1 Town of Southold-Building Department V �' 53095 Main Road (� Southold NY 11971 1u� _ a 2024 Re: AccessoryBuilding -2 t g 64380 CR 48 �eaa4e� ' dr, i� Greenport,N.Y. 11944r,ry District-1000 Section-40. Block-3 Lot-4 Building Permit Number—50575 —Accessory Buildings Inspection—Footing and Foundation On June 26 and 28, 2024, I inspected the construction at the noted location. The inspection covered the footing and foundation for the new accessory building. The areas inspected included the footing, keyway, foundation walls forms and reinforcement. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. , OF FW r * �F Z � NicholasJ. Mazzaferro,P.E. o F� No, 5yp9y A�OFfSS100P�'�. ® CCE0VE 2 N. J. MAZZAFERRO, P.E.N. 2 3 2024 PO Box 57, Greenport,N.Y. 11944 Bulldln''q Department Phone - 516-457-5596 Town of Southold Consulting Engineer December 23, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Accessory Building -2 _ 64380 CR 48 Greenport,N.Y. 11944 District-1000 Section-40. Block-3 Lot-4 Building Permit Number—50575—Accessory Buildings Inspection—Framing On November 13 and December 23, 2024, I inspected the construction at the noted location. The inspection covered the framing for the Accessory Building. The areas inspected included the first and second floors and roof of the accessory building. The framing work included exterior and interior walls, staircase and post/beam framing members. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to'approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building_Codes. F kely O O Nicholas J. Mazzaferro, P.E. �O 05709� r OFESSIONP� • •. •• PR • � .-s�� c :�� � tit _ '. <a ' t r j .•• 416/25, 1 . •. .• • 1� 4 �(E s� :n b FIELD INSPECTION REPORT DATE COMMENTS G ro JFOUNDATION (1ST) ►, �h H -------------------------------- FOUNDATION (2ND) iM z 0 H ROUGH FRAMING& PLUMBING H r INSULATION PER N.Y. �3 STATE ENERGY CODE ll%hf NY / FINAL ADDITIONAL COMMENTS C) • a • �� �% two l 1' 4 �lndr}, r�C�d T1 ck 'axAl vo . O � z y x - d r� b H r »i, �$UFFOLxc� off: oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT . y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ao�P Telephone (63.1) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.jzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t„ PERMIT NO. Vc Building Inspector: MAR 1 2 2024 UJ t > �, •� )r�'�' ZZ �. x r<r� .j i ,��� t �t lY' _ z� w �'{T�.� Applications andforms must be filled�out in theirentirety IncompletefK' YFgce:: applications will not be acceptetl/�Wheerezthe Applicant�is`not the'owner,ins 'T�:+���'��a?� °-'�� ' "'�' Owner's Authorization form(Page�)shall�be completed � x r Date: o OWNERS)OF PROPERTY. ::-. ,.... ..� ...s.,a:: ._..aee. �J•.z! _.- �- ,,.,,. - Z...,. � ... ,r..: .,'"� 'F �Y`^.�. ;� fit,� r�` y 5 .r: Name: = SCTM# 1000- ProjectAddress: �CT Q •: . . O4 Phone#: � Emailr-01.. Mailing Address: 33 3 f Name: L... .. ..�� / C16 Mailing Address: .0 04Z 5-O&MV-01 A1Y ZZ, 9 71 . Phone#• 66 4 Ema' x.r r� J}{fin L yr t t DESIGN PROFESSIOtNAL1NFORMATION s r rt at t F:i-.�-..<_ .....�r ..-...-.:.� rf::",f�.+:�_.�_ � •.. ..i.....:. Y ...'.:� 2 u.."E. ims'41-- .? C...W. - Name: .� . .M JI/ PJL/. . :.. .. . Mailing Address: 9. W 11IV670A� C77 06 9. .. . Phone#: SG _ Email: `, s o- 6t, CONTRACTOR - Name: Mailing Address: Phone#: Email: I.fi.. DESCRIPTION OF PROPOSED CONSTRUCTION L Y XNew Structure ❑Addition ❑Alteration ❑Repair ❑DemolPry/ Estimated Cost of Project: ❑Other ACC SJ`OZa� �,�� Q�� �` ® $ .. [W1the lot be re-graded? )]Yes ❑No Will excess fill be removed from premises? ❑Yes KNo 1 � °- ♦ k �s .r- .. e a r,,, a � .- - � r a r K. � c. � a r v�"7s 1 � PROPERTYANFORMATION v �� L �bnvf F�.t •y.0 `F ./ Existing use of property: Intended use of property: p,...o PllG /L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to D this property? ❑Yes ANo IF YES, PROVIDE A COPY. t r r r © Check Box After Reading The owner/contractor/dgsign,professlonal Is responslblesfor afll ticafna��e and storm water Issues as prrovltled by y Chapter 236 ofthe Town Code APPLICATION IS HEREBY;MADE to the Bulltling Department foraNe tssuancesof a Bu lid!ng�Permlt pursuant to the Building Zone Ordlnance'of the�Town of Southgld,Suffolk,County,New York and other applicable Laws;Ordinances or Regulations,for the construdlon of buildings, _ additions,alterations or forfremoval(or demgiition as herein described GThe applicant agrees to complywtfh all applicable laws;ordinances,bulldingscode;�7 housing code and�regulatlonsxand to admit authorized inspectors ontpremises and Inibullding(s)far necessary Inspedlons False statements made hereto are$ punishable as,a Class A misdemeanorp ursuant toised1dr 210 45 of the New York State Penal Laws a {` � 3 4 '�i'' „ .,...,w y. Application Submitted By(print name): -4 A,IL//y4 CAL LAuthorized Agent ❑Owner Signature of Applicant: %6G 2� Date: Zaz CONNIE D,BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified In Suffolk County Commission Expires April 14,2� COUNTYOF`'/� �L ) "I C&ACL A- ,e11`14 Cl- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 14 66V 7— (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of /i? QQ Z ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, c�05015" (:114' 'l residing at IV,V //,S do hereby authorize H- 1 Q 4,,a 4.. kZl`�� 0C to apply on my behalf n Southold Building Department for approval as described herein. &geCjZ �, 2024 0 ww Ignat a Date (101��h� C/.q/►�prl Print Owner's Name 2 Scott A. Russell °gUFFQ�$ ST0]KMWA\' JE1K SUPERVISOR MANAGEMENT W SOUTHOLD TOWN HALL-P.O.Box Town of Southold 53095 Main Road-SOUTfiOLD,NEW YORK 11971 { CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) c����L A, �1�4-CIZ NAME: �Ol� o!/ �84/" eL e Date: (Print) /:� 212 O 2 T (Signature)' (� Contact Information: - fi - 6 P—Q 7 (E-Mail&Telephone Number) 1!1 A k 1 7-G"/v-a/vz- Property Address I Location of Construction Site: 6�:TA2 9Z:7 - S.C.T.M. #: 1000 District 40 ---3 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! )kfl- - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - . Area of Disturbance is Greater than I Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: Date: FORM # gmcP-TrIQ ClntnhPr W11 Cl ' f \ d 2 CC i UL� FF BUILDING DEPARTMENT- Electrical Insp for JUL _ 3 2024 --� TOWN OF SOUTHOLD it o Town Hall Annex - 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 gUILDINGDEPT• a0�g' Telephone (631) 765-1802 - FAX (631) 76;512 `jF SOUTROI "' la mesh(aD-southoldtownny-gov- sea nd(a-southoldtownny.gov r , APPLICATION FOR ELECTRICAL INSPECTION`` ELECTRICIAN INFORMATION (All Information Required) Date: , 2,6 2q Company Name: Electrician's Name: License No.: 5 6 `- p Elec. email: Ue 0L, eG�iC -)1e Elec. Phone No-:b 31 70q tlq RI request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required f Name: ':�- Address: 3$0 rua Cross Street: Phone No.: -S Bldg.Permit e m a i ok, lV�S Tax Map'District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUAREtfOOTAGE (Please Print Clearly): (nn -d( barm �� - _ 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 Size191 Ph❑3 Ph Size: 00 A # Meters Old Meter# Z New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectNunderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: �f� 1 � h ( � �,,� --5 60,1 S coo PAYMENT DUE WITH APPLICATION q t�` P_(o A ��� _ C �FFOI BUILDING DEPARTMENT- Electrical Insp for -' rt'0QG, TOWN OF SOUTHOLD J JUL" ' ���� o Town Hall Annex - 54375 Main Road - PO Box 1179 z ; g1CTILDING DEFT. Southold, New York 11§71-0959 'jF SQLTT>EILOI `t p� Telephone (631) 765-1802 - FAX (631) 765X iamesh(aD-southoldtownny.gov - seand(cD-southoldtownny.gov. yfr APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: A, 6 2� Company Name: V I A ) ec+ t G Electrician's Name: License No.: 5 6 2 p Elec. email: V e Jai Ke eG�iC .✓1e Elec. Phone No.:631 70q Cry 5?'I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required �f Name: Q`l� 00-,( V r d t ,Lt LAL4 Address: -z Cross Street: Phone No.: -� Bldg.Permit#'' S D515 — email: "per p�Ci MS Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCtUDE aQUAREtFOOTAGE (Please Print Clearly): in nj 6 A-c-cy 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 al Temp Information' AQ=afion re i d) Ph 3 h O A # M ter Meter# w ice0 it nect Flo d e f d Overh d # nde r d a rais FO 1 2 H F me Pole rk done o Se ice. Y' N A d :itional Information l ►� a c��l �� �cs �o�c S e—G 2ev, PAYMENT DUE WITH APPLICATION Q 11` P_ �� �s� 7 l�l PERMIT# ;f Address: 'J Switches ,i Outlets jw, 111,E GFI s Surface 1 Sconceswff— H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 5b RUL40 D 4..4��T �b �C • e 4/3/25 Good Morning John. As requested, please seethe Final Survey and Fire Department Plagards for the 2 Burns. I confirmed with the designing engineer that these buildings require a "VR" placard for the type of construction/truss system we built. I affixed them to the 4 entrance doors (see pictures attached). I also attached progress pictures for the town file, if necessary. As always, please do not hesitate to reach out with any questions/concerns. Sincerely, JOE CIAMPA 917-662-5443 61 APR 7 2025 E 1 C S.C.T.M. NO. DISTRICT: 1000 SECTION: 40 BLOCK: 3 LOT(S): 4 OFe � 23 ^� �g • 'A" 1.3'E s �p� .����, �• °� ��.\tip•2 �� /�� 25� 47.4' �s�.:'t::;::;;:1�•::• I 23 22 No LAND N/F OF ��1•.•;;:.;..,;:�s HNF RESORTS L I LLC P / I LAND N/F OF BRIAN OLEARY --------- PROPOSED GRAVEL' \18YE \ WIT PPFFIC BEARING COVER QOG \�10010 8'0x5'DEE . 1 DRAINAGE CALCULATION FOR 2 RAINFALL - / � WIT FIC4ARINGCOVE�•=____=______' a ;'• / �G PROP. BARN : 1198 S.F. ` � / /+ F -- _--- /s 11984.166=199 CF REQ. 6.1'S (1)8'Ox5'DEEP DRY WELL=221 C.F. PROVIDED �•'___=Q�_gP�G�_ i PROP. BARN : 1176 S.F. 15.0' \'• .�___ 11760.166=195 CIF REQ. - (1)8'Ox5'DEEP DRY WELL=221 C.F. PROVIDED \ \ /23 �tt I �s yv / � 0 LOT COVERAGE / O�j�'\ EXISTING DWELLING W/DECK&ENCLOSED PATIO: 1289 S.F. I S� EXISTING GARAGE: 960 S.F. PROPOSED BARNS:2374 S.F. TOTAL:4623 S.F. or 9.7% I REVISED 03-11-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ADD PROP. BARNS 02-26-24 I LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA:47,879.01 SQ.FT. or 1 .10 ACRES ELEVATION DATUM: NAVD88 ________ UNAUTHORIZED ALTERATION OR ADD177ON TO 774IS SURVEY IS A VIOLATION OF SEC77ON 7209 OF 7HE NEW YORK STA7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: 60095 ROXBURY LLC; MAP OF: ABSTRACTS INCORPORATED; FILED: SITUATED AT:GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design + P.O. Box 153 Aquebogue, New York 11931 FILE #223-142 SCALE: 1 "-40' DATE: SEPT. 22, 2023 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 27 ' • i OF ARY 27-11 •'• `; '' �'• GRAVEL 4. DRIVEWAY 4 - DRAIN / 1,61S 006 / .0 1fl 0 S.C.T.M. NO. DISTRICT: 1000 SECTION: 40 BLOCK: 3 LOT(S): 4 QP� � AD Sc D22 aF r_1 1010. z, ' 0 �0 ,0& y so 13E PSG •, � �� "'.GRAVEL' '. ' ` ��::<:• ..•::r,� I 'DRIVEWAY .......... � 67A • , A �'.'}:}'+'i:rr::•,`•. GPI 1 Z ' ' 47.4' N 1 o _ ' LAND N/F OF :'' HNF RESORTS L I LLC ;`•'' :•e •.•Goa��ooQ '.'`• O '4 27.1' i........................iii'• :' LAND N/F OF ' BRIAN OLEARY ' . 'yl 27 Y +GRAVEL :DRIVEWAY'' •.'.4';''.: DRAIN. 16S N:DR•AI • + 00 o� ... /�G 15,1' •o `10 �1" 0 FINAL SURVEY 03-01-25 1 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 03-11-24 1 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ADD PROP. BARNS 02-26-24 AND OR DATA OBTAINED FROM OTHERS AREA:47,879.01 SQ.FT. or 1 .10 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO. 60095 ROXBURY LLC; MAP OF: ABSTRACTS INCORPORATED; FILED: SITUATED AT:GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-142 SCALE: 1 "=40' DATE: SEPT. 22, 2023 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 s 4 RAPPOVD AS NOTED DATP.# FEEBY: NOTDEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQl11RED 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLu,"E(iNG 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TO BA SOUTHOLD T PLANNING BOARD Jf�Q`I�IdT PR0C �WJTH SOUTHO OWN TRUSTEES Ff AMINGNTItClFY N,YS,D OP-FOUNDATION;L( 4TfC I SO OLDHPC HAS BEEN-APPROVED:` SC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA- All exterior lighting OF OCCUPANCY installed,replaced or repaired shall conform to Chapter 172 of the Town Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. z 24' X 41'—& " PLYMOUTH C;AR-,.,R,4% 1AGE 5AR r***.. IT FOR : � o � o W; 0o r JOE CIAMPA to 3 64300 ROUTE 30 N GRE:NPORT, NY 11944 ° m Qom STRUCTURAL NOTES: TBY CONSTRUCTION SCOPE OF SERVICES "� Z ,Q w M Ul �l o Z Z Ul IQ u� ALL WORK SHALL CONFORM TO THE CURRENT REQUIREMENTS OF SUPPLIED BY 4 INSTALLATION BY TBY: 2018 INTERNATIONAL_ RESIDENTAIL CODE 4 THE 2020 RESIDENTIAL - STRUCTURAL TIMBER FRAME CODE OF NEW PORK STATE. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ENGINEERING DRAWINGS,THE CONTRACTORSHALL SUPPLIED BY TBY, INSTALLATION BY OTHERS: VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL - 1X10 KILN DRIED PINE SHIPLAP MATERIAL FOR INTERIOR 4 z ►�- LU o OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL EXTERIOR LAYER OF SIDING 4 TRIM a� - Ot - 1X8 KILN DRIED T4G PINE V-GROOVE LOFT FLOORING 4 ROOF Ica u ° o TRADES OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED /. \ - DECKING MATERIAL > BY THE ENGINEER. ALL WORK TO CONFORM TO ALL APPLICABLE �- -. . z - PRE-CUT SIP ROOF 4 WALL PANELS '� w LOCAL, STATE AND NATIONAL CODES AND REGULATIONS, D E ° - �- --- _.. .. - WINDOWS, ENTRY DOORS, 4 OVERHEAD DOOR HARDWARE KITS OWNERS OR DESIGNATED CONTRACTORS SHALL SECURE ' EXCLUSIONS INCLUDE BY BUT ARE NOT LIMITED TO: APPROPRIATE PERMITS REQUIRED BEFORE COMMENCEMENT OF ACTUAL CONSTRUCTION. ' i * � - FOUNDATION ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND ALL OTHER - - 7 - ROOFING MATERIAL PERSONS ENGAGED IN ANY CAPACITY ON THIS PROJECT SHALL BE SUBJECT TO PROVISIONS OF THE OSHA (OCCUPATIONAL SAFETY AND PER CONTRACT NO, "3881 AND ANY APPROVED CHANGE ORDERS HEALTH ADMINISTRATION) WHICH IS ADMINISTERED AND ENFORCED I BY U.S. DEPARTMENT OF HEALTH. -- ° FOUNDATIONS: BUILDING MATERIAL SCHEDULE I FINISH/COLOR ITEM ]DESCRIPTION ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL ROOF ASSEMBLY 1 OR GRANULAR FILL. ELEVATIONS OF BOTTOM OF FOOTING SHOWN ON i ROOF DECKING 1X8 KILN DRIED PINE T4G DECKING N/A PLANS ARE FOR BIDDING PURPOSES AND SHALL BE LOWERED IF ! j ROOF INSULATION a,25" EPS SIP PANEL R-29 N/A NECESSARY TO THE REQUIRED BEARING MATERIAL AS FOUND UPON WEATHER BARRIER 150 FELT ROOFING PAPER N/A ° EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS NOT NAILING BARRIER IX3 VERTICAL FURRING STRIPS � 24" N/A ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEER ROOF SHEATHING 1/2" PLYWOOD SHEATHING N/A IMMEDIATELY, CONTROLLED BACK FILL AND COMPACTION IF i _ _ � WEATHER BARRIER SYNTHETIC UNDERLAYMENT N/A REQUIRED. - - -- - __ I ROOFING BY OTHERS - METAL ROOF SHOWN FOR TBD CD j I I REFERENCE A, SCOPE: WHERE UNACCEPTABLE, MATERIAL MUST BE REMOVED _J EAVE OVERHANGS Ix KILN DRIED PINE SHIPLAP NONE AND REPLACED WITH PROPER MATERIAL. A CONTROLLED ! FASCIAS 1x PINE W/ lx3 PINE SHADOW BOARD NONE PROCEDURE MUST BE FOLLOWED TO ENSURE PROPER BEARING FOR - GABLE OVERHANGS 12" sIP 'oVERNANG NONE a �- RAKES Ix PINE W/ lx3 PINE SHADOW BOARD NONE Z THE BUILDING. at at WALL A%c,-3EMBL Y ° B, FILLING AND GRADING: BEFORE BACK FILLING, REMOVE INTERIOR FINI-a' ' 1X10 VERTICAL PINE SHIPLAP SIDING N/A ge CONSTRUCTION DEBRIS, STUMPS, TREES, ROOTS, SOD, HEAVY GRASS, _ --- WALL INSULATION 4,5" EPS SIP PANEL R-15 N/A WEATHER BARRIER 15" FELT PAPER N/A e DECAYED VEGETABLE MATTER AND OTHER UNSUITABLE MATERIALS. _ - -` _ --�--- NAILING BARRIER 1X3 HORIZONTAL FURRING STRIPS m 24" N/A N a 9 FILL MATERIAL SHALL BE AS APPROVED BY THE ENGINEER. EXTERIOR SIDING 1X10 VERTICAL PINE SHIPLAP SIDING NONE ° s Bps EXTERIOR TRIM 1X PINE NONE C. CONSTRUCTION METHODS: AFTER DEPOSITING FILL OR BACK NOTE: ALL 1X PINE FOR FASCIAS, RAKES, SOFFITS, 4 TRIM SHALL BE FILL IN 1 FOOT LIFTS, WELL WASHED IN, COMPACT TO THE FOLLOWING � PERCENT OPTIMUM DENSITY. THE DRY DENSITY AFTER COMPACTION CUT FROM 1X10 PINE SHIPLAP SIDING o g F SHALL NOT BE LESS THAN 135% OF THE DRY DENSITY FOR THAT SOIL r WHEN TESTED IN ACCORDANCE WITH ASTM D1551, METHOD D. IN THIS WINDOW SCHEDULE DOOR SCHEDULE $ TEST, MATERIALS RETAINED ON THE THREE-QUARTER SIEVE SHALL BE LETTER QTY. MANLIF, MODEL COLOR GRILL GRILL EGRESS TEMP. R.O. (WxH) LETTER QTY. MANUF. MODEL COLOR HINGE SWING R.O. (I,I xH) REPLACED WITH MATERIAL RETAINED ON THE NO. 4 SIEVE, AS NOTED PATTERN 3 BY OTHERS OVERHEAD DOOR BLACKSMITH N/A N/A N/A 9'-1" x 8'-1" z AS AN OPTION IN T14E SPECIFICATIONS FOR THIS TEST. AHARDWARE KIT (INCLUDES Q ® 3 ANDERSEN 400 SERIES: MODEL: TW24310 TBD GBG 6/6 NO NO 2-(0 1/8 x 4'-0 1/0 DECORATIVE OAK LATCH AND (4) a +n TILT WASH DOUBLE HUNG STRAP HINGES) D. FIELD TESTS: PERFORM ONE FIELD DENSITY TEST FOR EACH ® 2 ANDERSEN 400 SERIES: CUSTOM MULLED UNIT TBD GBG (1) 1/9 d NO YES -'-5 5/5" x 4'-9 1/2" SOURCE OF FILL MATERIAL PERFORMED IN ACCORDANCE WITH ASTM TW2436-3 W/ TRANSOM (3) 6/6 1 ANDERSEN A-SERIES STYLE ll9 SINGLE ENTRY PRIMED RIGHT IN 3'-3" x 6'-10 1/2" P DOOR WITH 9-LITE HALF GLASS D1556. PERFORM STANDARD FIELD DENSITY TESTS EACH OF AN © 1F> ANDERSEN 400 SERIES: MODEL: A281 TBD GBG 3/2 NO NO 2'-8" x 2'-O 5/S"NG 1 ANDERSEN A-SERIES STYLE 1�9 SINGLE ENTRY PRIMED LEFT IN 3'-3" x 6'-10 1/2" o ACCURACY OF PLUS OR MINUS ONE PERCENT. IT SHALL BE THE DOOR WITH 9-1 1TE HALF GLASS �- CC, z 3 ANDERSEN 400 SERIES: CUSTOM TRANSOM TBD GBG 1/11 NO NO 9-1 x 1-0 I" CONTRACTORS RESPONSIBILITY TO NOTIFY THE ENGINEER AND ® '� TESTING LABORATORY WHEN EACH LAYER OF FILL IS TO BE PLACE AND READY FOP, TESTING. THE CONTRACTOR SHALL ALLOW AMPLE � � � g `� w J TIME FOR TESTING. IF ANY FILL IS PLACED IN EXCESS OF SIXTEEN (1(o) +- cJ � �- WITHOUT TESTING, IT SHALL BE SUBJECT TO REMOVAL. SIEVE ANALYSIS SHALL BEAT THE CONTRACTOR'S EXPENSE. [xy-(y)1444� rn(,( �� � 9 E. OBSERVATION: ALL EXCAVATION OF UNACCEPTABLE MATERIAL, INSTALLATION OF CONTROLLED FILL, COMPACTION, FIELD TESTING DESIGN DATA DRAWING LIST AND LABORATORY TESTING SHALL BE DONE UNDER THE SUPERVISION OF A BUILDING CODE: TIMBER NOTES: FASTENER NOTES: SHEET 1 TITLE SHEET 4 NOTES 9 SOB NO Qss TESTING LABORATORY WHO SHALL PROVIDE WRITTEN REPORTS OF 2018 INTERNATIONAL RESIDENTIAL CODE SPECIES; EASTERN WHITE PINE, GREEN STEEL: ALL PHASES OF THE WORK TO THE ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE GRADE: *2 OR BETTER - BOLTS, NUTS, WASHERS: DIA. AS NOTED, SHEET 2 ELEVATIONS DATE: 02- 3-24 SURFACE: 545 GALVANIZED, GRADE A301 SHEET 3 FOUNDATION PLAN 4 DETAILS fi 2 DESIGN NOTES: SIZING: 1/2" UNDER ROUGH DIM. (8X8 =1,5"X1,51) TIMBER FRAME: o SCALE: As OTED DEAD LOADS: SECOND FLOOR: 15 PSF CHAMFERS: (NONE) - TRADITIONAL MORTISE TENON JOINERY SHEET 4 FIRST FLOOR PLAN 4 RENDERINGS ROOF: 15 PSF FINISH: (NONE) W/ I" DIA, OAK PEGS AT BEAM CONNECTIONS SHEET 5 LOFT FRAMING PLAN DRWN BY: LIVE LOADS: SECOND FLOOR: 40 PSF - TRADITIONAL WOOD CONNECTIONS TO BE SHEET 6 ROOF FRAMING PLAN CHKED BY: EW ROOF: 20 PSF SUPPLEMENTED BY STRUCTURAL WOOD THE BARN YARD CONTACT INFO: SNOW LOADS: 25 PSF SCREWS AS NOTED. SHEET I FRAMING SECTIONS SEAL WIND LOADS: BASIC WIND SPEED(Vult): 128 MPH (3 g� SEC, GUST) SHEET 8 FRAMING SECTIONS ,��or-"C"°'t PROJECT MANAGER �,�P��tW.Skf�y�PQ TIM KRA'1'ZKE 9 � Warning: It is a violation of the NYS Education Law Article 145 for O: 860-454-9103 x164 any person, unless he is acting under the direction of a licensed �` w Professional Engineer, to alter this item in any way. TIMBARNYARD.COM y: DAliC�,9E96A �C9 REVISION DATE: 1/31/24 REVISION *:2ESSIONP� I III I iIIIIII I1� -�I I8iI'I I iI'5 -III ,III III(III -6 III III1 I-iiIl 6aQ31;IIICI' 2 /I eI ll II8 -III I I ,' NUzLLauameozl _r- .QQ��vcvz�t c0 xL amx�.fto � z —U z � ; _WO�OroLo~� 9 AL,y' , �J1~_Uo19 wW�Z6pQ�1} 8 O w� FAUX PINE ARCH TOP GABLE VENT 1OF o o O� O0rm uj t,1 , . ,oO 0 - � mwqFz6 12 12 3.15 15 z 3,15:12 PITCH z 12 w o12 12 12" o•H• 12" 0•H• IFT itu Q � 8.5--12 PITCH C (1 OF 8) I 6p z� � D• 12" O•H• 12" O.H. 12II 0•H•12H• Ij LLI 77 w O GRADEGRADE 0 5I-03/8 5-1I/8 2I-6II II 4I-4 1/8II 3/5 II 12-4y2 4'-1042" 3'-0 4'-6 — — —- -- -- II48' 24-9 jr FRONT ELEVATION 3 LEFT ELEVATION CE: W 0 LE: 40A I up FAUX PINE ARCH TOP GABLE VENT I OF 2) 'n 12 123.15 3.15:12 PITCH 2 12 O. .121 0• 12" 0•H, f ITL rI of s8.5:12 PITCH [lLI 12II0•H•12II O•H• II • • c� cal Lu al 0— GRADE GRADE e 41-611 31-0 9JOBNO.: - - - - - - -- -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- -- -- - - - - -- - - 48'-3" 24'-S' DATE: 02-0 4 SCALE: AS N E�O�33ED 2 REAR ELEVATION 4 RIGHTELEVATION DRUN BY: BD CE 4 CHKED BY: EW5 SEALofNt- ' yIwAwQSWlOj rn REVISION 0:2 SS �yy�F�p�O ,A'f' w REVISION DATE: 1/31/24 Z '1 1/2" 15'-10 1/2" o cp ~ r Ills 8 1/4" 8'-8 1/4" 11'-611 11'-6" 15-2 1/4" uj 81/4 o m N - - - - - - - - - - - - - - - - - - - - - - _ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° N — — •Q 0 o �Q , r 11.111 � 6' M Lu U l2) ROWS OF I/2 J o • . �•. � ' . � � . � . � . � . � . . � . . � . . • . � . � . ' . � . • . � . � . " . � . . � . � . � . � . • . • . � . � . � . � . � . 511CURB ' •� . �� . • �. � � � � � � ' ". . 2" FNDWALL � . . � • . . . . .• . .• � i . ° I I o I � Q " DIA. X ell.. 1 J-HOOK ANCHORS 'D 60" O,C -10"A'4' FND FTG f. 1 i 11' MIN, EMBEDMENT i. I o w o o I B/FTG ELY. (-) 4-0 MIN, i . I V ° N o 0 w � � f , z - ; la0 (n I I . tJ . '94 1/2II 6 15-10 1/2, 6� Z c0 "3 f w 30"X30"X10" DEEP FOOTING 'I I BELOW SLAB W/ 4#4 .REBAR . . . . . . . ' . . . . . EACH WAY (l OF 3) j_ o — 177 PITCH THRESHOLD cL 1/2 TO DRAIN (TYP.) >74 I � lir/ ' . " � . • . � � . � � . � . �� � .I " . '. . . . . "� � . �� � . 611CONC. SA � I. � � � � � " . � .� � ' . . ." • . � . _ . . ' • . . � � . � �. � . �. � � . � �. � i . i I � I L 5 ON GRADE 14" FND DROP . W/ FIBER MESH REINFORCEMENT OR I �`� ' rl 0 '-011 M QFIN. FL ELY, 0 , , U " . . . ,A cq PITCH THRESHOLD i f RADIANT HEAT IN SLAB I i4K N I I lO MIL VAPOR BARRIER UNDER SLAB . ' 1/2" TO DRAIN (TYPJ �% ° I 2" RIO RIGID INSULATION I o 1 „ 141, FND DROP- ; o _ 6 MIN. COMPACTED GRAVED I ° I FIN, FL ELY, 0'-0" CURB ' � � � � � � � � � � � � '� � � '� � � � • � •• �� � . .� I � I � Q I i i. I LL - - -'- - -'- - -'- - -'- - -'- - - - - - - - - - -'- - -'- - - - - -'- - - - - - - - -'- - -' - - - - - - - - - - - - - - - - - - - - - - - -'- - -'- - -' - - -' - - - - - - - f o I i � _ _ V oa 8'43 1/4" I1'-6" 11-611 151-2 1/4" 8 1/4" 1/2" 151-10 1/211 0 q N �o m n u � n I u l u I n l-8 u I II ,6314 1 1/2 10-3 1/2 9,41 FND. R.O. 1-10 9-8 FND. R.O. 3-8 ' FND. R.O. 3-5 1/2 8X8 TIMBER POST 7rs F — INT, 1X10 SHIPLAP PINE SIDING 48'-311 0 _ b U 4,5" EPS R15 NAILBASE SIP 1 FOUNDATION FLAN gIlk HORZ, 1X3 FURRING STRIPS -6 24" O.C. BY OTHERS 5-3 SCALE: 3/8" = 1'-1 HARDWARE KEY: s u 1X10 SHIPLAP PINE SIDING BY OTHERS a ® = SIMPSON STRONG-TIE L6THD8 6X8 TIMBER SILL i° NOTICE TO FOUN ATION CONTRACTOR: STRAP HOLD-DOWN ( 1 OF 13) o d 2X8 4 2X PRESSURE TREATED SILL ON SILL SEAL 1=LE45F CONTACT THE BARN *rAlli FROJECT MAN46ER UIITN (DIM. TO HOLD-DOWN CENTER LINE) � � wA 'I ,ANC' G?UZ5 TION5 TO THE F•OUND.4 TION LA*'OUT / DE5IC N, PITCH THRESHOLD 1/2 TO DRAIN SIMP50N LSTHD HOLD-DOWN STRAP - 5,ffE FONT COVE' FOR CONTACT INFO - z SEE FND PLAN FOR LOCATION > .4 3/8" CERAMAR FOAM EXPANSION GAP n -1 (2) .OWS OF 1/2 DIA X 9 J-HOOK ANCHOR SLAB EDGER, tYP. _ o BOLTS ,s 6011 O.C. PROVIDE 111 MIN. EMBEDMENT iI IIn x " w O 04 REBAR (CONT.) II II' o ' ` "� �.FINISHED GRADE REINFORCED CONCRETE FLOOR _ _ u ill- 1 - III iil I - II III � �_ II !I .II III ' I2" - � - � - � � Z III I I - _ _ 8X8 POST W/ (1) 1"� -. III 00 0 00 0 00 0 00 0 000`'0000000 o k N II III- i III-- I III it °° ° °°° °°° °° °° °°° o OAK PEG tHRU 6X8 SILL - I ill -III II I _ .._ __ �� . -I l= 0p000p0O0p0O°pOo pOo0p0O0p0O0p. 00 1 .��) I ° ° ° - �— lx 0 EXTERIOR PINE SHIPLAP SIDING - 'o°°oo°o°°oo°o°°a°°o°°oo° 6X8 SILL PL Illllil,'IIIIII; '1111 - II it o ° o ° ° ° o ° o ° ° ° ° o -III ° �° �1 ° �°° moo ° o ° wool o o° o t 2x8 PT SILL PL ; lx3 FURRING 24" O.0 VERTICALLY II I II r- II 1I_ 10 MIL. VAPOR BARRIER UNDER SLAB z 1I _IIII =1; - I - i- ! 1 15# FELL ROOFING PAPER 'I SECURE TO FND --� 6 MIN, COMPACTED GRAVEL — — -- '' - l " n 1 I W/ CIP 1/2 M J-HOOKS - I + ' NAIL BASE INSULATED PANEL & JOB NO.: 988 - III i 11 I I I 1 III � I I - -- o _ 1 1 -I 1 I I-, III _ _ II I " I I I IIII IIII �I I-i III . - I I 1 2 R-10 RIGID FOAM INSULATION INSIDE � 6-0 O.0 ,.. I - - Ii- III= -- IAO INTERIOR PINE SHIPLAP SIDING DATE: 02 3-24 II I i III_ _III . . .. III Ili I I ; 1 I= III I1I it OF STEM WALL AND 2 FT. HORZ. SILL SEAL it II 111 11 II _ i- ,` ! ��— IAO PINE SHIPLAP SIDING TO \ BELOW SLAB ITYP) BET, PT 2X8 4 FND , o SCALE: As oTED f f EXTEND 1-1/2 BEYOND PT SILL PLATE it MID HEIGHT CONT. #4 REBAR 11`III =III I,I . a i111 i_- --' yr - r-1 l -- SIMPSON STRONG-TIE LSTHD8 DRWN 8Y: COMP. BACKFILL, TYP. 1211 FND WAI,,.L -� ~�""` --'J�_- STRAP HOLD-DOWN W/ 16-10D SINKERS =.i SXS POST W/ (1) 1 0 CHKED BY: Ew � � .. �..�-.� —'"" t EA PERIMETER 8X8 POST TYP. 2x KEYWAY OAK PEG THRU 6X8 SILL ' ` SEAL "I 1/4"DPX3-1/4"W RECESS IN POST # 4 6X8 SILL FOR FLUSH MNT, OF STRAP ¢ FOUNDATION RENDERING �`�of M jrr- _ ,,--�" f P 4" II-0" 4 (3) CONT 4 REBAR CONt, TRIM 2X8 SILL AS REQ'D 5-3 SCALE: N.T.5, 1'-8"r2 ' FOUNDATION 5ECTION DETAIL 3 FOUNDATION SECTION DETAIL �OF S-3 SCALE: I" : I'-0" 5-3 SCALE: 1" I'-O" ssioll REVISION DATE: 1/31/24 REVISION *:2 Ovo 41 (0 Lu am In z fQ oO I_0f1 [4] 1 (0 fl I0 on 0 Q o ow tu 0z 2 u d) z j__ LU 7: _j tu — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — 4 - - - - - 4-W Lu WALL BUILD-UP* tD 6X5 SILL PL BEARING DASHED FND, LINE < INTERIOR IX10 KILN DRIED SHIPLAP FINE SHOWN FOR REF. Lou Ju- 6! ON 2X8 PT SILL TYP, P _ 4.5" EFS SIP PANEL I ( (:4 q Z3 IX3 FURRING STRIP o (p EXTERIOR IXIO FINE SHIPLAP SIDING -FLO 8X8 POST DN TO SILL U- W/ (1) 10 PEG TYF, II dI ( I I�, Lu RISE- 5-1/8" RUN: S" 86 POST, TYP. Lu I I I I I ( :z: (I OF 3) CUT TO FIN, FL. (I OF 3) liLL_ to R: 0 LU--------------- ...... ...... UL -4- C-4 ------- ----- ---------- - till' - -- - - ---- - - ----- --- - --- -- ----------- --- pe 4x6 DOOR JAMB 6 POST CUT TO FIN. Zg m cal I ( \ i' I ( I \ i' I i i FL. (TYP) —C-4 @ Ac I -cf, U9 CfA x x m /A\ X1 ( I i I I i a Fv1 /A\ (ABOVE) (ABOVE) (ABOVE) \` III o 46 DOOR JAMB //POST CUT TO FIN, II FL. (TYP) - — ——————— — — ————— — ———— - — — ———— —————— —— — ————— --\1 --——— — — --——— — — —-- ——— ———— _j L — — — — zo Q!j 9'4 R.O. 2'.5 e'-I" R.O. 4 e'-I" R,O, 31-41/211 4 1/2" 41 1-b" (TIMBER FRAME) 4 1/2" 71`2r 11`?r 44' (FOUNDATION) o NOTE: ALL DIMENSIONS OFF TIMBER FRAME, TYP. TIMER P05T SIZE 4 HARDWARE KEY: Q z fn W Q 88 TIMBER POST W1 8xb KNIFE PLATE 4 4 1 FIRST FLOOR FLAN (2) 112"X6" THREADED ROD ANCHORS 4 8-4 SIMPSON STRONG-TIE (AT) ANCHOR ADHESIVE (y_ SCALE.- 3/8" - 11--0" (I" STANDOFF) I >_ c" :Z: z (I OF 3) < w #­ -4 LLI / ' Is) LL 114 V L. 7 L 0 JOB NO.: 980 L 10 DATE: 02-03-24 SCALE: AS NOTED DFRWN BY- CHKED BY: EWS SEAL of Np GO wit W.ckJkypQ9� - (�F�FRONT 3D RENDERING r3_�REAR 31) RENDERING 8-4 SCALE- N, -TS. 6 4 SCALE: tq,T.6, REVISION DATE: 1/31/24 REVISION *:2 sl ui 0 d) 51 O C,4 LU z o dill) 0 0 0m w t" Z dw) dw) z z W M d) Lid z %5 d) 4 Lu 1 (o UJ z z Li %5 ff -o =4 il - H f__ ILL > 11 (o 11,40 I (o tu < 3: u mz - z q Lu AY10 GIRT (OXIO GIRTI I x1O nIRT------ Aylto GIRT KA 4— =qUu I WALL BUILD-UP. INTERIOR IXIO KILN DRIED SHIFLAP PINE (7) 4,5" EPS SIP PANEL 9 IX3 FURRING STRIP EXTERIOR IXIO FINE 5HIPLAP SIDING o cv EQ �. I I I ! I^ I ------ ...... -—-—-—-—-—-—-—-—-—-—-—— uj ly on II =� z i BAO STAIR HEADED SEAM • 44 BALCONY POST 48 EL JOIST 2'-0" O,C,, TYP, 4x FL JOIST 2,-0" O'c" Typ, _48 EL JOIST 's 2'-0" O,C,, TYP, T LL �� a 19 Hi 14'-5" CLEAR s. Fc==i A() G AxIn GIRT (oxin GIRT ICA cn to 414" (TIMBER FRAME) ;Ir O I I I I � �, Z Z CIA LL U- FRAMING PLAN SCALE: 18" z 1'-0" ti J05 NO.: 71MBER POST SIZE 4 HARDWARE KEY: 9881 DATE- 02-03-24 3"X24" KNIFE PLATE W/ (4) 3/4"X4-1/2" SCALE: AS N TED STEEL PINS (I OF 14) DRWN BY: 51) CHKED BY:1 EWS SEAL of Me co cr ss0% REVISION DATE: 1/31/24 REVISION 0:2 z O o d (1) 43 � � O Ct) o uiUO O 1 2 3 4 3 Qt� 0 �4 0 � I- O ►fl ^ s i i 1 I In ; ciJ )N p ZZ II, N z c0 UU lu '.�" N Ca I= 41 coOp I > to ►- m z z ::i %5 U v I � u I 9-0 > Q LU — - - - - I- - - - - - i - - - - - - - - I - - - - - - - - - I - - - - - - - - - - ' - - - - - - � i - ----- --- _Sx12 RFT PLT- -- - Sx12�RFT PLt -- ii -I�_I _- -- Sxl2 RFT PLT- -- ---- - - Sx-- ---,---- - -- --- - ----- --- - --- - ll - M _ - 12 RFT PLT _ I I I I i I O ,'- z LU I I p- • - - - - w U � z U to z � �Q I I I � • O I I I QC tL O p O I I I , I Sxl2 OF RIDGE Sx12 OF RIDGE _" - - m - - _ _ — ti - 4 _ — — - I — - — I - _ _ _ L - ^Sxl2 DF RIDGE -., -n Sxl2 OF RIDGE m CV o Icz o 0 0 0 0 o w Q _ 1 0� N I N ( I O C1J Lncl 1— tu P o o d d I N d I II ( I , a I d II o L II 4 t N p<_ NQ�oCA � 0- N 6� I, � z l � I z O x - I 00 CoLL- ao I S 8x12 RFT PLT _ _ _IL 8x12 RFT PLT_ _ Sx12 R1=T PL _ - - _ - - 8 - -- - -- ---------------- - --- t --------- ----- -- - - Sx12 RFt PLT- ---- ---------------._- -----...----------------- --ram- - -- — - --- ----,— ----_—__-- -- -- -- ___ _--=-=r==-- __��---------__--_---------_----_____-__-_____— - -- -- -___ - - - - - - - - - - - -� , CL I -� --�- - _ _ _ _ _ _ - -I- - _ _ _ _ _ _ -�- _ _ -� - _ _ _ _ _ _ In CJ_-i � Lll s $ Q z U 8'-0 1/4" I 24'-11 1/2" TRANSOM (DORMER I 14'-6 1/4" M I I i 41-6II (TIMBER FRAME) U- X Lu � O 0 1 R00F FRAMING PLAN SCALE: 3/8- = a Q TIMBER POST SIZE 4 HARDWARE KEY: Q JoB NO.: 9881 DATE: 02-0 -24 ° 3"X24" KNIFE PLATE W1 (4) 3/4"X4-1/2" SCALE: AS N rED STEEL PINS (1 OF S) a DRWN BY: gD CHKED 8Y: EWS SEAL c�of NC Co ,iP��t w.sklyy 09 �4 F,p � �ESStON�� REVISION DATE: 1/31/24 REVISION *:2 z C fit C O � � E IT 'Q � U O � O 41'-6" TIMBER FRAME 41-6" TIMBER FRAME u; o dauim m 11'40" 15'40 N 8'-2 1/4" 24'-1 1/2" TRANSOM DORMER 14'-8 1/4" Ll O �0 Inr 4X10 TRANSOM DORMER •• .. �� 12 O,H, ►n RAFTERS 24" O.C. ( . 8X12 DF 8X12 DF 8X12 DF 8X12 DF o, Ln u,LU 6 24"RO,C.ERS i -- � - - ° ° ° ° c � � � �w U F- 12 O.H. 12 O.H, l,-: - is u, 4X4 STAIR POST, „- ° ° x x ° ° `° TYP. d 4X4 BALCONY II 11 �l 1 �; _ Lc° ° I.R _ z ° cz • - Q - - - ° r �� 2-8 2-8 2 8 2 8 2 8 2 8 2-8 °, ,.� POST TYP. �' d = Lu d Q j N N AX& Q Lu O - - — - - - - L u ( j Q Cl I: O � X10 4X10 4X10 4XI0 4X10 4X10 4X10 . - - --_--- -- -_ o 12 O.N. � �' 8 - SXi2 °o SX12 0 8X12 "` o z z ~ v IF\ jl o a I 1X8 T4G DECKING, I - d z TYP. I I 6 0 6X10 6X10 6X10 I o ! 4X8 FLOOR 4X8 FL, JOISTS 2411 O.C. 4X8 FLOOR JOISTS 2 ' O.C. z z cz q � o JOISTS e 4 }- i A f 24, O.C. `� > LuO zvl UL co O _ Ica 2'-61/811 cA �' tlJ cA tlJ V a X m 14'- 3/411 X „' o «, 6 -_ ! r�ifl GRADE N GRADE . . . . . . . . . . . . . . . . _ z- - z 000a ovo°oo 4 11/8 5 6 5/8 9 1 2 5 3 9 3-4 1/2IN T. °2-6"x2-611 SPRD°FTG a° 4 1/2" 41'-0 4 1/2" o 0 4 1/2" 41'-611 SEE FND PLAN (1 OF 3) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,,.at�► � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SECTION LINE 1 2 SECTION SIN 2 �t . ry cJ' � SCALE: I/4 = 1-0 lJ SCALE: 1/4 = 1-0 � C 414" TIMBER FRAME 15-6 11-6 11-6 9-0 14'-8 1/4" 24'-1 1/2" TRANSOM DORMER 8'-2 114" o W 4X10 TRANSOM DORMER RAFTERS 24" O,C, Q • QLL W — Z TIMER POST SIZE 4 HARDWARE KEY: 12 O H 4X8 RAFTERS CQ " Sx8 TIMBER POST W/ Sx8 KNIFE PLATE ° co , 11 ' 11 1 �l o 11 , 11 11 11 X Q 2-8 2-8 2-8 2-8 2-8 2-8 2-8 24 O.C, g S L' (2) 1/2"X6" THREADED ROD ANCHORS _ N s SIMP50N STRONG-TIE (AT) ANCHOR ADHESIVE - _-- _4XI0 4X10 4X10 4X10 4X10 4X10 4X1 _ - _ _ - - (1" STANDOFF) U o aiq,- (1 OF 3) �, �' 8X12 SX12 . 12 SX 12" O.N. e o IL ,u 6X10 6X10 6 10 (oX ° aim 3"X24" KNIFE PLATE W/ (4) 3/4"X4-1/2" O �"J STEEL PINS (1 OF 9) Lu ° ° - d �v g �- � _ r - O m c° x `— 0 c' u t=- i � Z •Q ; a i[1 GRADE o 0 0 0 0 o e o 0 o e o 0 0 0 0 0 0 0 0 0 0 0 s d ARCHITECTURAL SHINGLES z SEE SHEETS 1 FOR SHINGLE I I O TYPE 4 COLOR o 4 1/2" 41'-6" 4 1/2" 4— SYNTHETIC UNDERLAYMENT — �'r o z Lu - -- 1/2" PLYWOOD SHEATHING — ALUMINUM DRIP EDGE r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1x3 VERT. FURRING 9 24" O.0 - I t - 1 3 Z 15# FELT ROOFING PAPER _ Xto STRUCTURAL INSULATED - f-'-—�--�` " ` `� (5) 3/4"x5" HORZ. RAILINGS - " 3 `" -' I - SECTION - LINE 3 Y PANEL (SIP) /, - _a IX3 SHADOW BOARD SPACED 3-I12" APART M ,z ALL HANDRAILS, RISERS 4 TREADS TO m SCALE: 1/4" 1x8 T4G KD PINE DECKING - IX FASCIA Q a MEET CODE REQUIREMENTS !/, - NO OPENINGS MORE THAN 4 NOTE: TIMBER RAFTER - 4 2X SIP END FILLER DIAMETER THESE: DETAILS ARE THE: BARN YARD'S STANDARD EXTEND ROOF DECKING TO EDGE OF OVER HANG RECOMMENDATION OF BEST PRACTICES FOR SIP PANEL BUILDINGS j 9 TREAD DEPTH ONLY AND MAY NOT MATCH THE EXACT CONFIGURATION OF YOUR 8X12 RAFTER BEAM - 8 1/4" RISER HEIGHT (MAX) BUILDING PROJECT. PLEASE CONTACT YOUR PROJECT MANAGER 1� 4X6 BRACE / \ FOR ALL QUESTIONS ABOUT HIGH PERFORMANCE BUILDINGS AND ALUMINUM DRIP EDGE SIP - STRUCTURAL -_ \ RECOMMENDED FINISHING DETAILS. INSULATED PANEL IX3 SHADOW BOARD— VERHANG TREAD 4 RISER _- ! 1X3 FURRING 10 24" O.C. -� SO VOID TO WALL IS 3-1/2" - SHINGLED RIDGE CAP 1X PINE FASCIA— ! VERTICALLY OR LESS - 2x4 NAND RAIL SET 34"-38" i 1 15 FELT PAPER ARCHITECTURAL SHINGLES a JOB >�lo.: 988 Ix10 EXTERIOR PINE— ABOVE TREAD - SEE SHEET TF-I FOR SHINGLE m DATE: 02 03-24 ^ SYNTHETIC UN�ERLAYMENT SHIPLAP SIDING j -� - '_ �� �� � �'' j,�i` TYPE 4 COLOR o 1x10 INTERIOR PINE— I f SX12 TIE BEAM (4) 3/4 x5 HORZ. RAILINGS o SHIPLAP SIDING �, 1/2 PLYWOOD SHEATHING i SCALE: As NOTED SPACED 3-1/2" APART ! \ / ---4X8 KNEE BRACE 6X8 JOIST GIRT HOUSED— I. .I II ix3 VERT. FURRING 9 24" O.0 DRWN BY: � - 3 XI-1/2 TENON W/i DIA, � ;-;' ��!, ,"�/� � $ ! Ij PEG, TYP, ALL BRACES Ix8 T4G DECKING ON LANDING 15# FELT ROOFING PAPER 1 ' SXS POST TYP. 11 TIMBERLOK FASTENER, RAFTER TO cHKED BY: Ew == - 1-1/2 x10 OR 1-1/2 x11 TREAD AS REQ D STRUCTURAL INSULATED ° If RIDGE BEAM SIMPSON STRONG-TIE— 11 I - SEAL MSTA24 STRAP W/18-IOD 4X4 NAILER W/ 3/4 I ; - - 3/4 x9 1/4 PINE KICK BOARD PANEL ISIP) - ;` . TIMBER RIDGE BEAM of Meyy FASTENERS, BEND STRAP DOVETAIL TENON i �, NO T4G KD PINE DECKING r �P��t w.Skjy CORNER TYP. ALL HAILERS 4x12 TIMBER STRINGER TIMBER SUPPORT POST aw P TIl 5ER RAFTER 4 FRAI I(NG DETAIL W1 SIP - STAIR 4 HANDRAIL DETAIL � IRIDGE BEAM FRAMING DETAIL W/ SIF S�10 #0�'a �cc� R�'ESSIONP� S-1 SCALE: N.T.S. S-1 SCALE: N.T.S. 6-1 SCALE: N.T.S. REVISION DATE: 1/31/24 REVISION 0:2 3 i i 2 3 z 0 24'-0" TIMBER FRAME 24'-0" TIMBER FRAME • uiv 1 u Q � Ul ai a 8'-0" O u1 N 3 N m 12'-0" 12'-011 12'-011 12'-011 z 10 QCA00 tllN MHO ►n — t- 12 12 u`ni z (z w to 6 ww AE Z 12 �� x 12 :_ w uY_ �' 12" O.H, LU N r SX10 ° 12 O.H. !' �` LINE OF 4X4 STAIR / 6 43 HEIGHT x / POST, TYP. L u C�zt- = z j t— z =� Q / r z ul > 5 e o DECKING, d `- z 12" D.H. 12" O.H.N } 12 O.N. TYP, j 12" O.H. o w 12 ° ° ° o 8X14 - - - -411 - o w f V w � RISE: 8-1/8" d L o Ali � LU � u 'UN: 9" - u_ w pi O 0--L1_z 4X4 Q v (1 ►- Qr tLe a 2'_6�/8" p XI cp r At rQ m 4X4 i 4X12 STAIR STRINGERS ' 3" PITCH GRADE GRADE - ;... - 1 I OUTLINE OF OPEN 12'-0 4-9 3-3 4-0 HIPPED LEAN-TO I lo �f 2'-6"x2'-6" SPRD FTG . FOR REFERENCE 41/21' 24'-0" 41/2" o SEE FND PLAN - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 SECTION - LINE A r2 SECTION - LINE B _ SCALE: I/4" = I'-0" 8-8 SCALE: 1/4" = 1'-0" m W a u 1 2 3 1 2 3 1 2 3 4 a W 24'-0" TIMBER FRAME 24'-0" TIMBER FRAME 24'-0" TIMBER FRAME 10 0 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" o 12 �� 12 \ ' o 12 12 I 12 12 e s o - - ULINE - - - - - - - - - - - - - - - - - 5 � / Q8.5 8.5 � Q8.5 N- - - - - p 121, O.H. �: OF "• 12" O.H. I /'/ SX10 u_ — ( _ 6 ,I-8 HEIGHT co `�' 1 ; 4X4 BALCONY o POST, TYP. ao w / - i /' M ,Xs T* tu � lxs TaG I � 8 � DECKING, 12 O.H, d �� DECKING, 12 O.H. 5 / " TYP. 11 TYP. " 12" O.H, s o z e 6 1211O.H. Is M u 8X14 �8X14 8X12 . o 021 ►- m CZ s i �- f- i OHD CRACK z O z 0 FOLLOW z z v, T u to u, z ua u ROOF u w ' Q ZO tt _ I p-- � u_ z r}- - . E � Q _a-- O f- O � u co O c� u cA cfD NT !' O — V b Il.l 'Q � ' b ,I 111 N 1 II lL a a s X Q 2-6�18 ao Q- o O 11 I, tZ tZ 9 �' �9 - 'rQ Q N4 ,- U p w Z O p i " w L" " I � I '' u 3 PITCH - 3 PITCH N 4 GRADE GRADE GRADE . o . . . . . . . . . . . . . . . . . . . . m ° 2'-6"x2'-6" S D FTG 4'_p" 3'-3" e I PR ° ^° ^ ' 2'-6"x2'-6" SPRD FTG �_ SEE FND PLAN o SEE FND PLAN o 0 41/2" 24'-0" 41/2" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J O O K SECTION - LINE E 3 C 0 - C 4 SECTION - LINE D Q � �oB No.: 9881 —8 SCALE: 1/4" = I'-0" S'8 SCALE: 1/4" = 1'-0" 8-8 SCALE: 1/4" = 1'-0" } _ a DATE: 02- 3-24 TIMBER POST SIZE 4 HARDWARE KEY: � SCALE: AS NOTED 8x8 TIMBER POST W/ Sx8 KNIFE PLATE 4 DRwil BY: BE (2) 1/2"X6" THREADED ROD ANCHORS t SIMPSON STRONG-TIE (AT) ANCHOR ADHESIVE CNKED 5Y: EW (1" STANDOFF) SEAL (I OF 3) of Nje;,j y,`P��t W-s 'r C9 ti,Q Fp 9 W 7 < } 3"X24" KNIFE PLATE W/ (4) 3/4"X4-1/2" w � STEEL PINS (1 OF S) aA e c t eeg6a �ESS10e'��� F_ REVISION DATE: 1/31/24 REVISION 0:2