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HomeMy WebLinkAbout50574-Z of souryo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd COUNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46109 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. 50574 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: 23.2' x 50.7' accessory barn/garage as applied for(Barn #1) The certificate is issued to: 60095 Roxbury LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50574 02/12/2024 PLUMBERS CERTIFICATION: UAuthriz d ignature ��o�So�eotk�G TOWN OF SOUTHOLD BUILDING DEPARTMENT j TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50574 Date: 4/22/2024 Permission is hereby granted to: HNF Resorts LI LLC 690 Queen St PO BOX 89 Greenport, NY 11944 To: construct 23.2' x 50.7' 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 10/22/2026. Fees: ACCESSORY $705.50 CO-ACCESSORY BUILDING $100.00 Total: $805.50 Building Inspector SOUr�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 Q Southold,NY 11971-0959 .c�1�� Jamesh(cb-southoldtownny.gov oU�r 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#: 50574 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 Commerical x Outdoor x 1 st Floor Pool New x Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph x Heat Duplec Recpt 9 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water 50a 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 Q 4'LED 1 Exit Fixtures Sump Pump Other Equipment: 1 50amp outlet,4 8ft led lights Notes: BARN # 1 Inspector Signature: Date: February 12, 2024 64380 rt 48 barn 1 of SOUTy�Io 6o -574 Yi q 3�b P,T4"9 TOWN OF SOUTHOLD. BUILDING DEPT. . co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION• [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .'ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I — INSPECTOR INSPECTOR f ' OF 50(/l�°� * # TOWN OF S.OUTHOLD BUILDING DEPT. cou�m,�a� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]^ULATIOWCAULKING . [ ] FRAMING /STRAPPING [ FINAL �Vr) [ .] FIREPLACE & CHIMNEY { . ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ]. RENTAL REMARKS: 'wnl DATE 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 53095 Main Road Southold,NY 11971 Re: Accessory Building - 1 ,UL — 2024 64380 CR 48 Greenport,N.Y. 11944 BvRF y Vap art®`at District-1000 Section-40.Block-3 Lot-4 .t0 Building Permit Number—50574—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. 1 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 NE Y O Nicholas J.Mazzaferro, P.E. C w p ° 057095 AROFEF SSIONP� N. J. MAZZAFIERRO., P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer December 23, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 L- U Re: Accessory,Building - 1 DEC 2024 64180.CR 48 Greenport,N.Y. 11944 District-1000 Section-40. Block-3 Lot-4 Building Permit Number—50574—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 postibeam 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. OF 14C J. O Nicholas J. Mazzaferro,P.E. 4'0 05-1 r r� y Ai IF ii All Ar } A r. � .r•is� ••'' - 4/6/25,7:29 AM Mail-Alexandra Ciampa-Outlook R f .z n .� - yam,,,...%�'.. a: •••• ��. �.-'�'�'-- .,.�„%+"', z _ about:blank 1 •• it s r Y - s. ..tom� � � �� � ^'':l.. `'�'�•'� v �ay - � ,.,,_„ .- _ Ilk. 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STATE ENERGY CODE ll FINAL zoz ADDITIONAL COMMENTS a4 -f- Gd 6-# 107 a a& - g d, + o � �H (V O . � z H x d r� b H `off°S�fFo�k°o TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 wp o� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATIOMFOR BUILDING PERMIT � � � Qt� :: For Office Use Only DE Et PERMIT NO. Building Inspector: ) MAR 1 2 2024 z i h.Y"'{,)•,..'o�, t tt 4 4k^'.tf ?a:. x i `�S tt5�t.�� �t 7' �.iz y Applications antl forms must be filled out intheir entirety Incomplete , app;licatio swill not be acc pted WFiere<therApplicarit;is 9 ,sa A not 't z � r, i d;,-• Owner's Authorization form(Page 2,)shall be�completed ,� �` � �� � � j�''""� a'� ��=�*i+tht�� I Date: 0 g OWiNER(S)fOF PROPER �5 fgg K Name: goae O� Lc I 'll, 1000-4 Project Address: Cif ,4 tp 4r , Phone#: 4 Email- Mailing Address: IV, 4 'n ": rt4 )� `..,,,'1 sn Z CONTACT:PERSON r h s r �s 5 y . Na ' i Mailing Address: . a a o./ ! . . 7 . . Phone# 6 6�Q� Email H14 Cie / Y ;• J F DESIGN PROFESSIONAL;INFrORMATION f� .. y : ,` Name: /(/. Mailing Address: ? - O C 6 D'Z Phone# 0,1 45 ��3 Email `.[ - .« u wx CONTRACTOR,,INFORMATION. r t '� xr `, �' -fr� '< K t F Name: Mailing Address: I. Phone#: Email: )fir DESCRIPTION OF,PROPOSED CONSTRUCTION {S� ; ,Z ,ew Structure ❑Addition ❑Alte2tion ❑Re air Demolition Estimated Cost of Project: ❑OtherACr,C ;eoYf3ll,�'• Z� � �G�� //6�I30 $. .. Will the lot be re-graded? L Yes ❑No Will excess fill be removed from premises? [:]Yes �o i I I I 1 „, A ,.f,-> >.,{.;c. ' ��`�`. .-�.:= 'S..;, t C i #' ,r,.. ..^,;i .�.<:.,t., .ter a,-i• ?: �• x r',. e)., 3 ;•.I;fie. Existing use of property: Intended use of property: 0 - 4 !/G Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? []Yes KNo IF YES, PROVIDE A COPY. ti © CheckBOX AffertReading The,owner/contactor/design professional Is responsible=for allsdraln�ge and storm water Issues as provided by. Chapter 236 ofthe Town Code APPLICATION IS HEREBYtMADE to the Building Department fo�Ehe+Issuance of a Building Permit pursuant to the Building Zone` Ordinance of the Town,of Southold,Suffolk,Couhty,Ne brk and other a Ifeable Laws Ordinances o�•Re ulatlons;for tF a construed"&n of bulldln s, S f, 'i�p' {x,a. i l l .� g;mj6- s -;} } _ additions,alterations or for�removallor demolitlon;as herein described The_apphtanY;agrees to Comply with all appllWble laws,bidiMpA b lldfng cotle,� .i.MS.",: ,3, - in . =: & :vr.r;,i.-• '-"'st,, hou;Ing code and regulatlonstand`toadmit authorizedAnspectors one”remises and Insbullding s)for necessary:Inspections aFalsefst tements made herein are R�punlshable asa Class A misderneanor'purspant toi8ectlS. on'210 45 df the New Y.o'rk State Penal f awe y w y kzt ` r '7 Application Submitted By(print name): 1q,,1WE?6L (XL JdAuthorized Agent ❑Owner Signature of Applicant: �C� Date: CONNIE 0.BUNCH STATE OF NEW YORK) Notary Public,State of New York . SS: No.b 1 BU61.85050 Qualified in Suffolk County COUNTY OF I11ArOZZ ) Commission Expires April 14,2 ay _&ICI.141—cz Q. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and'belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ^� L�day of /`7Aecw ,20Z4 MD Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Tar�,o y G/A IAI 4 residing at /G�"��lG� 0-Apwr do hereby authorize to apply on my behalf tVeT, of S hold Bui ng Department for approval as described herein. &2 g rGZ4 Own is I a ure Date T6IS15)0/. Print Owner's Name 2 FF irrOS3F DI'rr�;` , BUILDING DEPARTMENT- Electrical Insp for JUL _ 3 2024 TOWN OF SOUTHOLD N = Town Hall Annex- 54375 Main Road - PO Box 1179-0959 B INGD�P'r• � } Southold, New York 11971 `F Ste$ QI: 4,, ap��}, Telephone (631) 765-1802 - FAX (631) 765P jamesh(ci-southoldtownny. ov -- sea nd(aD-southoldtownny.gov r . APPLICATION FOR ELECTRICAL INSPECTION` ELECTRICIAN INFORMATION (All Information Required) Date: , 6 I 2q Company Name: Electrician's Name: License No.: 5 6 2 p Elec. email: Ve gda le of -i2e Elec. Phone No.:631 7,0q gtiq F'I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required Name: eoy vr&lL LC Address: 3$D rua Cross Street: Phone No.: -� BIdg.Permit# ' �S7 — email: aose�AIC; n"S 14 Tax Map District: 1000 Yection: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE tFOOTAGE (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 Ph❑3 Ph Size: 00 A # Meters Old Meter# DgNew Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectMUnderground❑Overhead # Underground Laterals M 1 2 H Frame M Pole Work done on Service? Y N- Additional Information:, h ( � i �I � C, 1/-e-1 g-iDrl S PAYMENT DUE WITH APPLICATION FF- !�PBUILDING DEPARTMENT- Electrical In for ,o�p�,UffOj,��ol TOWN OF SOUTHOLD JUL: ' 2024 y o Town Hall Annex - 54375 Main Road - PO Box 1179 tt"ING DEPT. Pry;: Southold, New York 11971-0959 )F 96L7g0I.T Telephone (631) 765-1802 - FAX (631) 765X1 - ' iamesh(a-southoldtownny.gov -- seand(a-southoldtownn' .gov r , :.f s APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: 1, 0 1216 1 Company Name: -DI , A . eG-f-f t G Electrician's Name: License No.: 5120 Elec. email: V e all, � eG�iC •!�� Elec. Phone No:631 70q tlq 01 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required Name: 00-,401r, L.�� I'" ^rG✓. Address: 7 $p rua Cross Street: Phone No.: -� Bldg.Permit#'' 5�y _ — email Aa ph(2; N,& P Tax Ma District: 1000 Section: Block: Lot: BRIEF DESCRIPTION_ OF WORK, INCLUDE SQUARErFOOTAGE (Please Print Clearly): IV IT Square Footage: Circle AII'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: OD A ## Meters Old Meter# DgNew Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectNUnderground❑Overhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y DN Additional Information: kA� 0 � ( � I o t►� � ' S - -10e- "2PiA PAYMENT DUE WITH APPLICATION l�` P_(0 1 -7141z PERMIT# Address: Switches—H+ w Outlets U 11 GFI's i l Surface I ( � � Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D 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 A04 0td lt D � UD tr' Scott A. Russell 0sUFRZr S'7C'01KMWATIEIK SUPERVISOR MANAGEMENT T z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 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) NAME: P(�� � cl'IG�l5L 4, 1C/ 04 e/L O C/ CL Date: J7JZ/Z 02 e (Print) Isignalure) (� Contact Information: IE Mail&Telephone Numbed ) �`' ` 0 /V IV Property Address / Location of Construction Site: S.C.T.M. #: 1000 Dish-ict i 40 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than 1 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. DEC Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systerns 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: ��-'I � Date: FOR M 0 QMCP-Tnq(htnhP,• gn)4 4/3/25 Good Morning John. As requested, please seethe Final Survey and Fire'Department Plagards for the 2 Barns. 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 '�� \' S.C.T.M. N0. DISTRICT. 1000 SECTION: 40 BLOCK: 3 LOT(S): 4 gyp'tt tt OFe � 23 ^� C4 'Z 06 o�ti C 1.3'E s Jeff � 1 • ��P.-•.�• ���� .;•.�ti�.;����i���o:< ;�,�. / \ st ::•::•ti yap g�.:::` 24 474 .:;::;;:::•1 •:: 25 Z9o°sFa'`•'•:.'•.'•:•'.•:ti1 O�GQ 23 22 CD o —24- 3:1 LAND N/F OF z . HNF RESORTS L I LLC • � z 24.8 LAND N/F OF ?\ -_�0p-W :\'4' ..•, ':.. ° \` _ BRIAN OLEARY ---_-_-_----_ . ,,•. •PROPOSEDGRAVEL' :•'.•"• �'., �•. \18TE :. �• a Y�. / •'. / OIL 0� IRS OG� WIT FFIC BEARING OVER :. Z. 00 Colo DRAINAGE CALCULATION FOR 2"RAINFALL -P Y 80x5'DEEP Cr W FICgARINGCOVE�_-==____________ / / PROP. BARN : 1198 S.F. � _ '_-'-" • 1198xO.166=199 CF REQ. . .'•"___== 0`'� —==_ /fo (1)8'f7Jx5'DEEP DRY WELL=221 C.F. PROVIDED \ _=__Q _OP '1_ � PROP. BARN : 1176 S.F. 15.0' 11764.166=195 CF REQ. - -- (1)8'Ox5'DEEP DRY WELL=221 C.F. PROVIDED \ \ /23 �SS LOT COVERAGE / e0�j�'1 EXISTING DWELLING W/DECK&ENCLOSED PATIO: 1289 S.F. / S EXISTING GARAGE: 960 S.F. PROPOSED BARNS:2374 S.F. TOTAL:4623 S.F. or 9.7% ' REVISED 03-11-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ADD PROP. BARNS 02-26-24 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 UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES 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 PHONE (631)298-1588 FAX (631) 298-1588 FIDE #.223-142 SCALE: 1 "=40' DATE: SEPT. 22, 2023 N.Y.S. LISC. NO. 050882 24 27,1 OF ARY GRAVEL r DRIVEWAY ' •' �- + � .• • •a"DRAIN. � '.•'. �•' r, (�1P. . DRAIN ­. IRS � . ��° '. , O� •'��,.. � GAP 0 S.C.T.M.- NO_ DISTRICT. 1000 SECTION: 40 BLOCK: 3 LOT(S): 4 Ln <'. 0 c\j � anti t so 13E 0 1 5 Opp 1-0_f DRIV ...... ..F 67.4! ... . . . ... ................ ........... 47.4� 0 0 LAND N/F OF ............. .ZR HNF RESORTS L I LLC .................. ........... ......... ............. ................... U_A . ...................... ......... ......... .............. ... ....... 27.1' ......................... ...................... ........... ............................ LAND N/F OF ........................ ............. ...... ... ............... BRIAN OLEARYm. G) ......................... ........................... 27Y GRAVEL DRIVEWAY -DRAIN". IES 006 ?0 .................... ...... ............ ................. .............. .......I............ ................... ................... /6.1 S.............. .................... ...... ....... .............. .................................. ...................... ................................... .................... ....................... .. ....... FINAL SURVEY 03-01-25 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 03-11-24 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS PROP. BARNS 02-26-24 AND OR DATA OBTAINED FROM OTHERS. AREA:47,879.01 SQ.FT. or 1 .10 ACRES ELEVA77ON DATUM: NAVD88 uNAU7HORIZED AL7ERA7TON OR ADD17ION TO 7HIS SURVEY IS A V40LA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF TVIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE 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 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OR 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.YS. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 z O �I E FAUX PINE GABLE TO m VENT (1 OF 2) ►- o Ell 12 12 4,512 12 TBY CONSTRUCTION SCOPE OF SERVICES 10 10 8,5 SUPPLY BY TBY, INSTALLATION $Y TBY z °; I II -5TRUCTURAL TIMB ER FRAME COMPONENTS 6O2r ly I s I 8,5 SUPPLY BY TBY, INSTALLATION Y OTHERS: om 10:12 PITCH O zN uzi O,H. - Ix8 T4G PINE v-GROOVE DECKING W w �. _STRUCTURAL INSULATED PANELS (SIP) `" z ANDERSEN WINDOWS AND DOORS Q - IX1 w 5,5:12 PITCH I i I I I I I i I _ _— I I I I 0 SHIPLAP PINE SIDING (INTERIOR AND EXTERIOR) O F -OVERHEAD DOOR HARDWARE KITS I I ii IIII II III, I I I I z D I I I I2" 12" z n n EXCLUSIONS INCLUDE BY ARE NOT LIMITED TO: N z 12 ;' 12 w O O.H. O.H. O,H, FOUNDATION ONO,H, f cpn -ROOFING EXTERIOR SIDING AND TRIM z � U OVERHEAD DOORS 4 ' D R Z — — U — v I u I I I I I I I PER CONTRACT N0. 9 }852 AND ANY APPROVED %n I CHANGE m z C CsE ORDERS ua - -_ -- u ILl i I i I W +— ❑L +— �� I ! I ® - - 1 4 =G G 4 A C I I I GRADEAPPROVED I APP AOIED AS CRAPE .P.#� z FEE zty BY, COMPLY WITH ALL CODES OF 5'-6 3/8" 5'-9 5/8" S'-1" I'-11" 8'-1" 1'-11" 8'-I" 4'-2 1/2" 3'-3" 3'-10 i/2" z 5'-6 1/2" 12'-2" 1'-3 1/2" 3'-3" i'-0" NOTIFY BUILDING DEPAR NEW YORK STATE&TOWN CODES o - 631 765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDITIONS OF r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O r- — -- — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — FOLLOWING INSPCTIONS: — — — — — — — — — — — — — — — — — — — — — — — — — — — L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � `r- -- L — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — � 1. FOUNDATION ETWOREQUIRED SOUTHLDT�V MA50-9 23'-3" FOR POURED CONCRETE SOUTHOLDT N PIAWNiNG BO',RD 2. ROUGH-FRAMING&PLUMBING SOUTHOLD OVIINTRUSTEES P4 (�_]�FRONT ELEVATIONEFT ELEVATION 3. INSULATION N.Y.S.D 3 4. FINAL-CONSTRUCTION MUST SO iOlO HPC BE COMPLETE FOR C.O. S-� SCALE: 114" = 1'-0" SCALE- 114" = 1'-0" ALL CONSTRUCTION SHALL MEET THE S {D REQUIREMENTS OF THE CODES OF NEW -? 1 1 I FAUX PINE GABLE � I ! ', I YORK STATE. NOT 1 I I , i DESIGN OR CO STRUCTON ERRBLE R VENT (1 OF 2) RORS I 1I 1 I I j i �' II I I ' � I II � I I I I I I I 12 I - I 4,5 I I I i I 12 Emm4 I I 4 ITCH OCCUPANCY I , I I I PANCY 4R I I I ,5:12 112 USr- 11.� U �'LAVVFUL III :12PIT CH I I I I I j 12 L12 12.I ' RETAIN IN STORM WA TER RUN OFF OFF WIT ' CERTIFICAT._ O,H, WU IOH PUFSL�NT TO CHAPTER 236O.H. � 8Q� F r'CUPANCY OF THE TO LL �v TOWN CODE. I 8,5.12 ITCHI I I , I I I P I i I - I1 II Ll I I Z - - - I (i OF 8) � I I I - } w Q I Z II _ z — 1211 - - - II, I I i � I � 0,H ELECTRICAL II I I I I I I I I I I I INSPECTION REQUIRED DO NOT PROCEED WITH I I I Q I F:RAAM IG UN TIL SURVEY D HFOUNATION LOCATIQ..._V SBEENAFPRDVED>u _ zo- I — -I exterior lighting 1 exte g g re s ! = ]aced or lled insta „ P � A ( I repaired shall conform I � 1 o Chapter 172 E I ! I I t P I I -- -- of the Town Code : GRACE GRADE v v v v v `o 3'-0 3/8" 20'-2 5/8" 50'-9" Or — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - O r'— — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — - — — — — — — — -- — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � v — — — — — — — — — — — — — — — — — — — — — — — — e— — — — — — — — — — — — — — — — — — — — — — — — — — 23'-3" z -- REAR � 11A�'ION ° Z ° 2 RIGHT ELEVATION I SCALE: 114" = 1'-O" WINDOW SCHEDULE y d z Ed WINDOW MANUFACTURE: ANDERSEN 400 SERIES aj� MAW(VA U ni P AN 40 DOOR SCHEDULE LETTER QTY M /^ W X 0- rUODEL COLOR GRILL EGRESS TEMP. RCsH, OPG IWxH) h-� ,Q ovi +4-e- IN LETTER QTY MANUR MODEL RGH, OPG (WxH) 2 TW24310 DOUBLE O " HUNG TBD 6/6 GBG NO NO 2-6 1/8 X 4'-0 1/8 � A 3 OTHERS 8 x 8-O OVER HEAD DOOR BY OTHERS W/, 8'-1" x 8'-I" TW2436-3 WITH TRANSOM (3) 6/6 LU STRAPS HINGES AND OAK LATCH B 1 COMBINATION neeTBD NO YES 1-5 5/8" X 4'-9 1/2" m J 1 OTHERS 12' x 14' OVER HEAD DOOR BY OTHERS, 12-I" x 14'-1° rlywojC8 A281 AWNING TBD 3/2 GBG ND NO 2'-8" X 2'-0 5/8" �' 1- 3068 ANDERSEN A SERIES STYLE ll9 DOOR, II �� 2 ANDERSENSWING, HINGE3-3 x 6-10 1/2 D 1 Comal NATION-2 WITH TRANSOM TBD (2) n NO NO 4-11 1/8 X 4-9 1/2 COM I - E 3 8010 TRANSOM TBD 1/9 NO NO 8'-1 " X 1'-0 1/2" z 4 BUILDING MATERIAL SCHEDULE DRAWING LIST a a ITEM DESCRIPTION FINISH l COLOR ITEM DESCRIPTION FINISH l COLOR JOB NO.: 9n2 ROOF ASSEMBLY (SIP ROOF:) WALL ASSEMBLY (INSULATED TIMBER FRAME) TITLE: SHEET 4 ELEVATIONS DESIGN DATA SHEET I � DATE: 02-21-24 ROOF DECKING IX8 T4G PINE V-GROOVE DECKING N/A INTERIOR SIDING 1XIo VERTICAL SHIPLAP PINE SIDING NONE R SHEET 2 FOUNDATION PL,4N (t) SGBLE: AS NOT ROOF INSULATION 8,25" EPS SIP R2S N/A WALL INSULATION 4.5" EPS RI5 SIP N/A BUILDING CODE: TIMBER NOTES: GARAGE FASTENER NOTES: SHEET 3 2020 RESIDENTIAL CODE OF NEW YORK fDOST AND SILL FLAN DRWN BY: s« WEATHER BARRIER 15� FELT PAPER N/A SPECIES: EASTERN WHITE PINE, GREEN STEEL: 5JM WEATHER BARRIER 15 FELT PAPEI<. BY OTHERS N/A 2018 INTERNATIONAL RESIDENTIAL CODE GRADE: *2 OR BETTER - BOLTS, NUTS, WASHERS: DIA, AS NOTED, GALVANIZED, GRADE A301 SHEET VENT LAYER IX3 FURRING STRIPS ,@ 16" O.C. N/A VENT LAYER 1X3 FURRING STRIPS ,024" D.C, N/A SURFACE: 545 TIMBER FRAME: LOFT FRAM INCx fi'LAN CHKED BY: EWS DESIGN NOTES: SIZING: 1/2" UNDER ROUGH DIM. (8X8 = 1,5"X1,5") - TRADITIONAL MORTISE 4 TENON JOINERY W/ I" DIA, OAK PEGS AT SHEET E ROOF FRA"LING i�LAN SEAL SHEATHING 1/2" PLYWOOD BY OTHERS N/A EXTERIOR SIDING iX10 PINE SHIPLAP NONE DEAD LOADS: ROOF: 15 PSF CHAMFERS: (NONE) BEAM CONNECTIONS, OF NE FINISH: (NONE) - TRADITIONAL WOOL) CONNECTIONS TO BE SUPPLEMENTED BY SHEET \ 6 FRAI"IE SECTIONS WEATHER BARRIER SYNTHETIC UNDERLAYMENT BY OTHERS N/A EXTERIOR TRIM 1X PINE RIPPED FROM IXIO SIDING NONE LIVE LOADS: ROOF: 20 PSF �P �t`�•�kry a SNOW LOADS: ROOF: 25 PSF STRUCTURAL WOOD SCREWS AS NOTED, ��w�� yFjPD ROOFING TBD - BY OTHERS. STANDING SEAM SHOWN N/A SHEET -1 FRAME SECTIONS W15 GROUND:GROUND = 25 P5F SHEET 8 NOTES 4 DETAILS P� FASCIAS IX PINE RIPPED FROM IX10 SIDING NONE WIND LOADS: BASIC WIND SPEED(Vult): 128 MPH (3 SEC. GUST) SOFFIT 1X PINE RIPPED FROM iX10 SIDING NONE REVISION DATE: 02/21/2024 REVISION 0:5 �sS,a� z O � E o � o 50'-g11 � 0 ° " z o 10'-4 1/2" 10'-0" 10'-0" 10'-0" 10 -4 1/2" m N 3 4 1/2" tl z r — — — — — — — — — — — — — — — — — — — — —N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 = O O M 0 / Q `9 N C>D • • • • • . o • " • o • • `�'• ' • o . o • " • • o ` • ` • ` • • o . o o • o • o " • • o o , o • ` • o • o • o . 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I 15# FELT ROOFING AP X 4 P — _ ER ;,_. ._;;, };•'..,;. .i;i `.' - CIO tat `A Q, pq _ ° ° - � e ° ' °° o00 0°° °°° °°o °° _ �� U1/ CIP 1/2 X9 J-HOOKS o ° °° o ° o °° o o° ° o° ° _ �- - •' I SIP - STRUCTURAL INSULATED PANEL o 60 0 0 C ° °° ° °° ° ° ° °° ° ° I 1x10 INTERIOR PINE SHIPLAP SIDING 00 00 00 00 00 00 `9 4 �--III _ !_ !( - -- • Yji.,I° LL ° °°____°° °° °-° O O ° - ' J SILL SEAL { i'I i i I ^III � 1 15 - I' L- - = ID MIL, VAPOR BARRIER UNDER SLAB - BET, PT 2X8 4 FND 1x10 PINE SHIPLAP SIDING TO I -II!I IIi ' I ' I_ 'IiI I;I ==IIII II�1= l' �� I r I 1= e 6 MIN, COMPACTED GRAVEL I� I _ I - EXTEND 1-1/2 BEYOND PT SILL PLATE iI COMP. BACKFILL TYP V C 2" R-10 RIGID FOAM INSULATION INSIDE 12" FND WALL SIMP50N STRONG-TIE LSTHDS g - III ==i '-= of STEM WALL AND UNDER. ` � STRAP HOLD-DOWN UJ/ I I SINKERS t -_ _ III ENTIRE SLAB (TYP) - iI1 0 l�o lOD -III # ♦ ri- - EA PERIMETER SXS POST TYP, MID HEIGHT CONT. 4 REBAR a Boa No.: 9852 �;. Y 1/4"DPX3-1/4"W RECE55 IN P05T DATE:2X4 CONT, KEYWAY �` I • - -III-- - - _ # M (3) CONT 4 REBAR CONT, 4 (oX8 SILL FOR FLUSH MNT♦ OF STRAP Q i SCALE: AS NOTEC X!ram TRIM 2 8 SILL A5 REQ D 4" 11-011 411 ! d �, j� � ' ( ( I CHKED BY• EUJS ri'�FOUNDATION RENDERING 4 POST HOLD—DOWN W/ 6IP DETAIL SEAL O'FNf + 2 FOUNDATION SECTION DETAIL �� � II �-2SCALE: NTS TF'-3 SCALE: NTS u,�P��t W•�k'y��09� ' ANII 8-2 SCALE: 1 = 1 --0 w p NOTICE TO FOUNDATION CONTRACTOR: f cm PLEASE CONTACT THE BARN YARD PROJECT MANAGER UIITN < �' ANY QUESTIONS OR PROPOSED CNANOES TO THE FOUNDATION LAYOUT / DEVON, SEE FRONT COVER FOR CONTACT INFO - a��`�sst 0- z O O 01 �90r � s uiUO �, ly uiLu 9 � : O 3 Q� � O N OQ O �o a w z Nul • � O z 50'-pll o z co 10l-pll 10'_pll 10t"pll 101-ptl 101-p11 w U x: z m ui CIA d Q i O p U (oX8 SILL PL BEARING _ Q o 0 cil M � � � ON 2X8PT SILL TYP. =bLL - 8X8 POST DN TO SILL - - - - UJ% 11 -PECK T�'P. , - - - - - - - - - - - OF 8) \ / I ' � Sx8 POST TYP. a CUT TO FIN, FL, a' ' Apillill (1 OF 8) o O I 6 tj-- I cp P4 � I - mow►+,A� / \ l / \ F - - - - - - -I - - - - - - - - � F - - - - - - - - - - - - - - - - - - � OUTLINEI OF 01�D ABOVE, I I OUTLINE OF OND ABOVE , I I OUTLINE OF OI-1D ABOVE, \ I I I I I I 4x(o OIL DOOR JAMB POST CUT TO \ FIN. FL, (TYP) cv ' - - - - - - - - - - - - - - - - - - - - - �- � - - - - - I- - - - o ONI // �\ I I I // � \ I I // �\ 1 cil (Yl I I I I tt— I O 2 -11 1/8 3 -3 R.O. 4 9 3/8 10'-pll 10l"pll � 10'-pll 10'"pll /I/ 10'-pll I � Sx8 KNIFE PL 6 INT. POSTS s UU (2) 1/2"X(o" THIRD ROD ANCHORS 4 SIMPSON STRONG-TIE (AT) ANCHOR ADHESIVE 1 F05T 4 51LL. PLAN 11" STANDOFF)(I OF 8) a rJ-3 SCALE: 3/8" = 1'-01I wOL / v i— \ , i _. 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K I .'."+rt•.l �' ---- - - - - - '- n I f f : - - - .' i I - ` 'J, Ji JOB NO.: 9852 , • m ATE. 2124 - — f _-- _ - - II , ! - �I�I � SCALE: AS NOTE L, iy DRWN BY: SJM \ 4 - CHKED BY: EWS - -_ EAL ti N-ov \� J c� 2 RONT 31D RENDERING 3 R EAR 3D RENDERING 5 3 C C SCALE: NTS ROPCsstoc'°� z O O v m LIm-1 3 }' cq QO �Q d)N H O L Li wz0 uiw � O 6 z LtJ z co UN w U� z %I m w O WF- r LL w �0�-pll 9'-11 3/4II 10�-pll 10�-pli 10�-pli 10�-pll is �XS GIRT '� - _ _ �XS GIRT `� - = �XS GIRT �'- -�� - -r �XS GIRT � ''r = - �XS GIRT - � P4n, - _ _ ILL — - ' 4X4 BALCONY POSTS TYP. X ° � Q fin LU CICA o Fn 39 8 CLEAR �� v C s _ � � -- - 0 O' cz s �XS GIRT _ �XS GIRT 6X8 CxIRT _ 6X8 CxIRT �XS GIRT - - - - - , - o I s z z �0�-pll F o z x d m � J LOFT FRAMING PLAN JOB NO.: a DATE: 02-21-24 ?a 0 SCALE: AS NOTE DRWN BY: SJM CI-IKED BY: EWS SEAL y,�P��tw.skfy�49 OAfjC ��gFyA C7 z o O pEp O r o ujUO � F- (y 3 W 3 O O O F- M !!1 o o �cry (y F- 0 O wz s- O Ul ui O z UU U� 1 2 3 3 4 � ° C � SIM. RAY. O " 5: ° O J01-011 m z � 10 -01! 101_011 10'-011 101-011 10'-011 121-8 1/411 24'-1 1/2" -8 1/411 I 4 8X12 • o U ° U ' T1'P ' P4 S-� U U cA Li- U_ LU QC QC QC (L/u- ti Q� `�NLI _t —i -<[ _0- z 7: 1Q1 7: Xld I o X X C1 X X % X1 co arn _ � � O I � � I w — U _ SX1(o DF RIDGE _ _ - - „- - - - �; ' = EX12 DF RIDGE- - I _ _ _ � In _ _ = r8X12 DF RIDGE � _ _ _ �K � _ = SX12 DF RIDGE fig, o - _ N w z w L" LU w � u u/ LLuj- a QC IY. f— U i--- U tY. I � QC LL —t —t L u _t u- tLIIIs cam_ cv cam= N TYP X X X X IX S T-� , - 111) 151-On 201-0 u 151-0n - - - - z II II 1 II - - - - - - - II - - - - - S-� w Q- 10I-0 10 -0 10 -0 10 -0 10 -0 50 -011 Q z z U -04 M } 1 x -4 W X U � ROOF FRAMING PLAN : �9 U1 � W �.�.. ate„ � �9 (1 0 z 3 Q JOB NO.: 9852 311X24" KNIFE PL DAtE: 02-21-24 IIIIII ,{ M W/ �`t� 3/411X4-1/211 STEEL © SCALE: AS NOTE PINS (1 OF 11) DRWN BY: SUM CHKED BY: EW5 SEAL o NP�A mow Ccr O `c 9E9'A C9 ARQF�ssl z _ O E (Yz0 � ww 3 IA-1 4 3 2 T 1 4 3 2 4 co 22'-6" 22'-(o _ 221-611 0 0 w z w 4'-311 14'-0" 4'-3" 4'-3" 14'-0" 41-3" I 4'-31' 14'-0" 4'-311 a 12 12 - 11 z 4,5�' 4,5� _ SX10 12 co 4X8 RAFTERS d o 0 12 12 12 12 h, . co �\ \ 12 m 24" O.C. W v v 8,5 ao SX10 AREA FOR TRACK (BEYOND) 11 8,5� a 8,5 y 1 S 5 o v _ _ _ TRACK ?T - - - - -, � - r- NAILER � / /T / 12 /' /�/ ' / T� / /� /T / 1211 •- �• • OF 8X12 '�' O.H. 8X12 , O.N. ° m z OF 8X12 '- ( id — T T —A \�� (7 1 12" 1211 1211 1211 Q _ ��i, 12° } H, SX�1 SX12 O,H, > ,H, . O,H, > .� SX12 SX12 11!'. o SX12 . SXI2 O N W N vj - co `� #- ` + _ am _ w LU w r Q m N o -� iL � � �', --� , rg X O - co c!J Q i'. PH P4 jT , GR DEF - - - GAD .] - - - - - _ - R _CzRAD " �- n n Z i " 1 11 i i `.�.1 5-6 1/2 12-2 11-2 3/4' 3-3 3/4" 1-011 z S FTG SEE 4 o - - - - - - PRD- - - - - - - - - - - - - - - - - - - (= o - SPROFTGSEE `r- � - - - - - - - - - - - - - - - �* FLDPLAN o - - _ _ _ _ - - FLDPLAN - - - - - - -� - - 23'-3" } SECTION — LINE A 2 SECTION — LINE 5 3 SECTION — LINE C:4D (SIM) e SCALE: 1/4%V-0" � SCALE: 1/4%1'-0" SCALE: 1/4"=1'-O" a a W Z N W Q 1 2 3 4 1 2 3 4 0 22'-(6" 22'-(o11 - z 0 14'-0" 4'4" 4'-3" 14'-0" 4'-311 z n 3 r g 0 0 8,5 12 12 12 a' 12 8 5 N 8,5 8X10 •.� o 4X4 BALCONY x POST TYP �I - � � o - 1XIO T,G PINE __ z DECKING I r 1 aisle l-5caN w 1211 12" 1211 - — 12" w H, 1 L �U L O.H, > ,H, -, �. O,H, 2 w a oo lU Oct am ry �- 8x8 KNIFE PL INT, P05TS -1 4 W/ (2) 1/2 X6 THRO ROD co p- ANCHORS $ SIMPSON STRONG-TIE oco (AT) ANCHOR ADHESIVE ---- (I" 5TANOOFFXI OF 8) GR -DE ' GRADE o - - 3"X24" KNIFE FL z z I W/ (4) 3/411X4-1/2" STEEL 2'-3 3/8" 201-II 5/8" V JOB NO.: SPRD FTG SEE 9852 o �' - �- - PINS li OF il) FLDPLAN - - - - - - - - - - - - - - - - - - - - - - `r_ L _ DATE: 02-21-24 23-3 — Ile SCALE: AS NOTE 4 SECTION — LINE E SECTION — LINE F SCALE: 1/4"=1'-O° CJ-� s DRWN BY: $,� SCALE: 1/4"=11-O" CHKED BY: EWS SEAL ,c�°f NFy=,} C,�P�St w.tktyy�9 ag��SBIONP� z � O E cncq 3 s ui U O ko ram- w 3 A ) C D A C D F ci ° miii ° • a, �Il I I o I u u I u I-0 u I n I — ---- n I-00 z 10.0 10-0 10-0 10-0 10 10-0 10-0u 10-0 10 10-0u o O ww D _! J ►-4 12 n w 1211 12 1212 SXI2 - U� XI2 12 axle8X12 SXI2 O.N. O.N. SXI 10 - zO.N. _ - O.N. 12 / \ �.l I\ 12 \ \�I Q +� 0 m 10 10 N o _ AREA FOR TRACK �a VJ a X10 TRACK NAILER ; T - � = � 4 z n m z x ! ' 41-1h�8" \ \ ' 4X4 BALCONY POST TYP IX10 TsG PINE L. 8XI2 .. 8XI2 SXI2 EX12 - 1 i — ; DECKING 4 i Q Lu 6 6X8 � XS o r _ (1 i + r It cv L11 O7 p 21-6I/a11 cfJ cfa co Too N ^ � � - mil/ `� � �a �'j 1• S�RQD GRADE _ r v _-c- . . n ) n V n � n O n 'i r)' n C n c, . �, �`O' G - .. � n.- „ ^� r, C O'.� n r_;'� r, CC n n O` �`� n ,� �)' �, _ �, n'� ,.,� z ( z iI � I u I n � n l u I n l u � u l u I n � u � I o — 5-6 3/8 5-9 5/8 8-1 I-11 8-i 1-11 8-4 1/2 3-I1 3-3 3-10 1/2 0 _ SPRD FTG SEE FLO PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ------1 P4 50-9 m ( _i� SECTION - LINE 1 2 SECTION - LINE 2 a m II II I II - I LL S-� SCALE: 1/4 =1 -O S-� SCALE:: 1/4 -1 -0II 0 W z 15 w Q C A D C A 501-0" 501-Ou Id-O 10'-0" 101-Ou 101-011 10'-011 101-0° 101-0° 10'-011 10'-011 101-011 C 1211 - SXI2 SXI2_ r ---- - 1211 1211 D.N. X12 - r •I �. _ SX16 `�I O.N. O.N. _ "` - - = O.N. 3 s � o a� � 43 .. x - o N y _ /A_REA FOR TRH/AC/K_ T P .4 q s l u � u i u i u l u � u /77/77 LU ° 4X4 BALCONY a,d; �2-8��„ 2-8 2-8 —�l—2-8 2-8 2-8 2-8 2-8 0. 1X10 PG PINE POST TYP v 4a ' DECKING ; SXI2 �. 8 12 8X12 - o i SXI2 .: .� SXI2 �. s �m ' LL o} i�' Vp 6X8 . - 6X8 6X8 ' : 6X8 pb z0.Q d- t�-`- r-- U o z ul cv 7r If QL ul { cvX $ U C0 W co x x � ut v" QC Q 67X io jl I G ADE= 5R Er. I. , L - - - - J L J SPRD FTG SEE i 4 _ FLDPLAN 4 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L JOB NO.: 9852 — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ._ J a DATE: 02-21-24 R SCALE: As NOTE r3-)NSECTION - LINE 3 SECTION - LINE 4 3"X2411 KNIFE PL 3/411X4-1/21" STEEL DRWN BY: S Jr( S-� SCALE: 1/411=11-011 SCALE:: 1/4'1=11-o1' PINS 11 OF 11) cHKED BY: Ews SEAL Hof Nr.fov yr,P�tt w.SK�y }09 4Q e^P � r w !r °F�ss%as'P z � Oeo E m 8 ~ O tu O - N 3 Lu 3 ll1 p O I4 O a' Lft STRUCTURAL NOTES: ,n Ll O .v ►c) N wzm Ntu � ww ALL WORK SHALL CONFORM TO THE CURRENT E. OBSERVATION: ALL EXCAVATION OF ARCHITECTURAL SHINGLES " z REQUIREMENTS OF 2018 INTERNATIONAL RESIDENTIAL UNACCEPTABLE MATERIAL, Z J BUILDING CODE AND 2020 RESIDENTIAL CODE OF NEW INSTALLATION OF CONTROLLED FILL, COMPACTION, SEE SHEET 6-1 FOR SHINGLE tu YORK STATE. DIMENSIONS AND DETAILS SHALL BE FIELD TESTING AND LABORATORY TESTING SHALL BE TYPE COLOR z CHECKED AGAINST ENGINEERING DRAWINGS.THE DONE UNDER THE SUPERVISION OF A CONTRACTORSHALL VERIFY AND COORDINATE THE TESTING LABORATORY WHO SHALL PROVIDE WRITTEN SYNTHETIC UNDERLAYMENT o t2 o 0 SIZE AND LOCATION OF ALL OPENINGS, SLEEVES AND REPORTS OF ALL PHASES OF THE WORK TO THE 1/2�� PLYWOOD SHEATHING -�-. 4. ALUMINUM DRIP EDGE ANCHOR BOLTS AS REQUIRED BY ALL TRADES ,. J u ENGINEER, r....�•�. - .._...,,... ..;� - M ._. . :.._:.. „� U J Z t OPENINGS NOT SPECIFICALLY SHOWN SHALL BE iX3 VERT, FURRING '� 24�� O,C ��`�� ���� `} `r � � -` o APPROVED BY THE ENGINEER. ALL WORK TO _ �_ 'j " z CONFORM TO ALL APPLICABLE LOCAL STATE AND # -`ILL -� 1� FELT ROOFING PAPER NATIONAL CODES AND REGULATIONS, AND THE OWNERS OR STRUCTURAL INSULATED DESIGNATED CONTRACTORS SHALL SECURE PANEL (SIP) 1X3 SHADOW BOARD APPROPRIATE PERMITS REQUIRED BEFORE COMMENCEMENT OF ACTUAL CONSTRUCTION. r� 1x8 T4G KD PINE DECKING � ' ;f -- 1X FASCIA - ALL CONTRACTORS SUBCONTRACTORS SUPPLIERS "`....... ^ TIMBER RAFTERY 2X SIP END FELLER AND ALL OTHER PERSONS ENGAGED IN ANY CAPACITY ON T1 415 PROJECT SHALL BE SUBJECT EXTEND ROOF TO PROVISIONS OF THE OSHA (OCCUPATIONAL DECKING TO EDGE OF OVER HANG SAFETY AND HEALTH ADMINISTRATION) WHICH IS SX12 RAFTER BEAM ADMINISTERED AND ENFORCED BY U.S. DEPARTMENT ` ,r°,` f/ ` z 4X(o BRACE OF HEALTH. ��� r` f �, ALUMINUM DRIP EDGE - = _ ,' ;,, SIP - STRUCTURAL FOUNDATIONS: INSULATED PANEL , .. °- 1X3 SHADOW BOARD ALL FOOTINGS SHALL BEAR ON UNDISTURBED 1X3 FURRING 6 24" O,C, NATURAL MATERIAL OGRANULARe Q .. .. R L ER L R FILL. 7 1X Pf NE FASCIA ( X �,` ` § VERTICALLY �. ELEVATIONS OF BOTTOM OF FOOTING SHOWN ON SHINGLED RIDGE CAP w # - 1� FELT PAPER PLANS ARE FOR: BIDDING PURPOSES AND SHALL BE 1x10 EXTERIOR PINE it SX12 TIE BEAM LOWERED IF NECESSARY TO THE REQUIRED BEARING ARCHITECTURAL SHINGLES SI-IIPLAP Sf DfNCx _ ' MATERIAL AS FOUND UPON EXCAVATION. IF THE SEE SHEET 5-1 FOR SHINGLE a 'j 4X8 KNEE BRACE REQUIRED BEARING MATERIAL IS NOT ENCOUNTERED -. 1x10 INTERIOR PINE G n TYPE 4 COLOR __.-__ r• AT ( 3"X1-1/2" T ELEVATIONS SHOWN, NOTIFr ENGINEER fj/ / SHIPLAP SIDING TENON UJ/1 DIA, IMMEDIATELY. CONTROLLED BACK FILL AND SYNTHETIC UNDERLAYMENT w ._,�; I ';,SHEATHING PEG, TYP. ALL BRACES PA COMPACTION IF REQUIRED. � /� (X8 JOIST GIRT HOUSED ,, e 1/2" PLPLYWOODSH E NG _ �4 8X8 POST TYP, A, SCOPE: WHERE UNACCEPTABLE MATERIAL MUST BE REMOVED AND REPLACED WITH PROPER Ix3 VER �� T, FURRING a6 24O,C ®r/ �r 4X4 NAILER W13/4 MATERIAL. A CONTROLLED PROCEDURE 1S# FELT ROOFING PAPER \ ` TIMBERLOK FASTENER, RAFTER TO ( DOVETAIL TENON Q MUST BE FOLLOWED TO ENSURE PROPER BEARING A_ , SIMPSON STRONG-TIE / FOR THE BUILDING. STRUCTURAL INSULATED f; �� �- RIDGE BEAM MSTA24 STRAP UJ/1810D ;,:, TYP. ALL NAILERS PANEL (51P) �` _ ' A,, FASTENERS, BEND STRAP B. FILLING AND GRADING: BEFORE BACK FILLING, r f �� �� TIMBER RIDGE BEAM 6 CORNER 1 j REMOVE CONSTRUCTION DEBRIS, STUMPS, TREES, 1x8 T G KID PINE DECKING ROOTS, SOD, HEAVY GRASS, TIMBER SUPPORT POST DECAYED VEGETABLE MATTER AND OTHER TIMBER RAFTER UNSUITABLE MATERIALS. FILL MATERIAL SHALL BE AS APPROVED BY THE ENGINEER. G. CONSTRUCTION METHODS: AFTER DEPOSITING RIDGE ���� FRAMING ��ING DETAIL "UJ/I FILL OR BACK FILL IN I FOOT LIFTS, WELL WASHED IN, R D L 61 F COMPACT TO THE FOLLOWING PERCENT OPTIMUM DENSITY, SCALE: N.T.S FRAMING DETAIL. W/SIP THE DRY DENSITY AFTER COMPACTION SHALL NOT SCALE: N,T,S BE LESS THAN �55% OF THE DRY DENSITY FOR THAT NOTE: SOIL WHEN TESTED IN ' NOTE: THESE DETAILS ARE THE BARN YARDS STANDARD ACCORDANCE WITH ASTM D155-1, METHOD D. IN THIS RECOMMENDATION OF BEST PRACTICES FOR SIP PANEL BUfLDNGB THESE DETAILS ARE THE BARN YARDS STANDARD s TEST, MATERIALS RETAINED ON THE THREE-QUARTER RECOMMENDATION OF BEST PRACTICES FOR 51P PANEL BUILDINGS g z SIEVE SHALL BE REPLACED WITH MATERIAL RETAINED ONLY AND MAY NOT MATCH THE EXACT CONFIGURATION OF FOUR ONLY AND MAY NOT MATCH THE X "' ON THE NO, 4 SIEVE, AS NOTED AS AN OPTION IN BUILDING PROJECT, PLEASE CONTACT YOUR PROJECT MANAGER E EXACT CONFIGURATION OF YOUR THE SPECIFICATIONS FOR THIS TEST. BUILDING PROJECT. PLEASE CONTACT YOUR PROJECT MANAGER 92 FOR ALL QUESTIONS ABOUT HIGH PERFORMANCE BUILDINGS AND FOR ALL QUESTIONS ABOUT HIGH F E o z ru Q RECOMMENDED FINISHING DETAILS, PERFORMANCE BUILDINGS AND _ D. FIELD TESTS: PERFORM ONE FIELD DENSITY TEST RECOMMENDED FINISHING DETAILS, 3 � FOR EACH SOURCE OF FILL MATERIAL PERFORMED IN I x -T Q cA ACCORDANCE WITH ASTM D1556. PERFORM = , STANDARD FIELD DENSITY TESTS EACH OF AN b g z ACCURACY OF PLUS OR MINUS ONE PERCENT, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ENGINEER AND TESTING LABORATORY WHEN EACH LAYER OF FILL IS TO BE PLACE AND READY FOR TESTING. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR TESTING. IF ANY FILL IS PLACED IN EXCESS OF SIXTEEN (16) WITHOUT TESTING, IT SHALL BE SUBJECT TO REMOVAL. 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