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Home My WebLink About46230-Z FOL. Town of Southold 10/20/2022 a P.O.Box 1179 0 C" • 53095 Main Rd O! dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43514 Date: 10/20/2022 THIS CERTIFIES that the building BARN Location of Property: 830 Sterling Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-3-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/20/2021 pursuant to which Building Permit No. 46230 dated 5/12/2021 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: agricultural storage barn as applied for per ZBA#7441, dated 12/22/2020. The certificate is issued to 1750 Sterling Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46230 10/5/2022 PLUMBERS CERTIFICATION DATED tho 'z Signature �SUFFoc TOWN OF SOUTHOLD ��o Kcoay BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46230 Date: 5/12/2021 Permission is hereby granted to: 1750 Sterling Lane LLC Attn: George H. Starkie III 721 Main St Farmingdale, NY 11735 To: demolish existing barn and construct an agricultural storage barn building as applied for per ZBA & Planning approvals. At premises located at: 830 Sterling Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-3-2.1 Pursuant to application dated 4/20/2021 and approved by the Building Inspector. To expire on 11/12/2022. Fees: FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 B ' ding Inspector SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 0 Q sean.devlina-town.southold.nv.us Southold,NY 11971-0959 COUNT`l,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1750 Sterling Lane LLC Address: 830 Sterling Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 46230 Section: 96 Block: 3 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC-CODE contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Ceiling Heaters 3 Duplec Recpt 39 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors Main Panel 200 A/C Condenser Single Recpt 2 Recessed Fixtures 3 CO2 Detectors Sub Panel 100 A/C Blower Range Recpt Ceiling Fan 4 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 16 2'x4'LED 14 Exit Fixtures 11 Pump Other Equipment: 50A Welder Outlet 2, 200A 54 Circuit Panel / 18 Used, 100A Sub Panel 30 Circuit/ 11 Used Notes: Barn / Garage Inspector Signature: Date: October 5, 2022 S.Devlin-Cert Electrical Compliance Form �1(oa�)(3 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ® silo P.O. Box 1179 54375 State Route 25Ile Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov COUNTN,� D ZgEOVE D PLANNING BOARD OFFICE JUL 2. 8 2022 July 28, 2022 TOWN OF SOUTHOLD BUILDING DEPT. Mr. Michael Kimack TOWN OF SOUTHOLD P.O. Box 1047 Southold, NY 11971 Re: Approved Site Plan for 1750 Sterling Lane Agricultural Barn 830 Sterling Lane, ± 2,500' nlw/o Sterling Lane & Main Road, Cutchogue SCTM#1000-96.-3-2.1 Dear Mr. Kimack: The Planning Board has found that the requirements for the above-referenced Site Plan have been completed as approved based on the site inspection made July 22, 2022 and the Planning Board work session on July 25, 2022. This site is in general conformance with the approved site plan shown on the survey for"George Starkie at Cutchogue" prepared by John T. Metzger dated November 4, 2020 and last revised March 5, 2021; and, the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Brian A. Cummings Planner cc. George Starkie Michael Verity, Chief Building Inspector j OE SOUTyo�o ` # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm e�` 765-1802 1-NSPECTION 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 /O REMARKS: ►� DATE V INSPECTO b�2 3 �oF souryo # TOWN OF SOUTHOLD BUILDING DEPT. �yco765-1802 INSPECTION [ ] FOUNDATION 1ST [ 7NSULATION/CAULKING UGH PLBG. F UNDATION 2ND [ [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLAC Y [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION- :[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C O REMARKS: - D DATE �b b �-� INSPECTOR. OF SO �6� �o � Z * # TOWN OF SOUTHOLD BUILDING DEPT courm, 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION - ` ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -r ] CODE VIOLATION [ ] PRE C/O REMARKS: .�'i<.' �✓ �—rK— Im aAs-c a DATE ® Q, . °ZfINSPECTOR SOUIy�� * # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: y 'rl "VIAL _Aaqvlv, � DATE ?�O'LZ/ INSPECTOR ./ �pF SOOTY ?7 0 ho� Opo # # TOWN OF SOUTHOLD BUILDING DEP-P. `ycouun, 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: f -All I ! SI Co v J , I Lss I noe 46tar/0 0 4/ G r 4o k-j- bke, I �b OA s le I n DATE 2 INSPECTOR OP SOUT,�°� TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r�lo� ill C47,/1 DATE L6 ?/ INSPECTOR e r a FOUNDATION(IST) WILL • r • t Till,, , r "ROUGH FRAMINQ: PLUMBING.' INSULATION.PER N.Y. • r �\ moil TM ISMEM., bs • e a "-A -- ANK.40• "WA21/O - L TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need.the following,before applying? TOWN'HALL Board of Health ' SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 I_ Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 511 Flood Permit Examined ,20—4 Single&Separate Truss Identification Form Storm-Water Assessment Form ` Contact: Approved Mail to: Disapproved a/c f o. ?C Qsf 7 N"I (d— Phone: D i i I 2 Buimd,glr >t? AUG 1 8 2020 APPLICATION-FOR BUILDING PERMIT BIUDING DEPT.' " Date,t�UGtJS T / ZoG ,..,C,`4! ,` C INSTRUCTIONS a.This application MUST°be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Pen-nit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBYdVIADE 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,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in-building-.for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder NA(2 I� Name of owner of premises , Z�� ' 1iQ /Il� 4AMIC Z L C (As on the tax roll or atest deed) If'applicant is a corporation,signature of duly aitlib'rized officer (Name and title of corporate officer) Builders License No. 12 Plumbers License No. it16" Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: MAE House Number Street Hamlet County Tax Map No. 1000 Section 96 Block Lot �. f Subdivision Filed Map No. Lot 2. State existin {1'ie and;occupancy 9.16mises and intended use and occupancy of.proposed„construction: a. Exi g use and occupancy_�/�”/fjArA1,17 / b. Intended use and occupancy R=4QWW dM6 A2I�,y `- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work IV—X 41 09 &Al (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units�/� Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. _/M 7. Dimensions of existing structures,if any:Front AZ& Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front�/ Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front �2 Rear 2 Depth 6d Height ZF�f7= Number of Stories 9. Size of lot:Front !4017, 17 O Rear ZO&00 Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?,YES NO 13.Will lot be re-graded?YES NO -Will excess fill be removed from premises?YES NO� 17rO jml/w iWIN J7.' 14.Names of Owner of premises Ac Address o.S-1b 9 qa " 1-15�f Name of Architect Address Phone No Name of Contractor Z" 1J Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?*YES NO_>(_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to.scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO__�< *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,,& R1 CVA AL being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A 15�r11- (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 knowledge and belief;and th the Yyp h performed in the manner set forth in the application filed therewith. UAV�li J'Ja Z� Notary Public, State of New York Sworn to before me this No. 02J 6052585 Qualified in Suffolk County _ day of 20 �© �J , CC m'miisssioonExpires Gje qt , 0 d Z3 Notary Pu is Signature of Applicant Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, G.E�.PI f,�J3.9.Pxlt 6%&5g residing at 72/ &Aly S;� (Print property owner's name) (Mailing Address) ,,CAaVU 1&1a4z4 /M„Y//lz?5' do hereby authorize (Agent) _HI WA&L A. KIIHA Ck to apply on my behalf to the Southold Building Department. 4 * �- 5- ` L& , .400-60 202 0 (Owner's 19 ignature) (Date) (Print Owner's Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2020 TO: Michael Kimack (1750 Sterling Lane LLC) PO Box 1047 Southold, NY 11971 Please take notice that your application dated August 18, 2020: For permit to: demolish an existing barn and construct a new barn building at: Location of property: 830 Sterling, Cutcho ug e, NY County Tax Map No. 1000— Section 96 Block 3 Lot 2_1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 84,400 sq. ft. lot in the AC District is not permitted pursuant to the Bulk Schedule, which requires a front yard setback of 60 feet. The survey shows the front yard setback at 21.6 feet. In addition, pursuant to Article XXIII, Section 280-127, the proposed use requires site plan approval from the Southold Town Planning Board. You may now apply to these agencies directly. Authdidre Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA fi✓ �� BOARD MEMBERS _ Southold Town Hall Leslie Kanes Weisman,Chairperson o��OF S�UTyOI 53095 Main Road P.O.Box 1179 p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric.Danies v;._ Town Annex/First.Floor, . Robert Lehnert,Jr.. . 54375 Main Road(at Youngs Avenue) Nicholas Planamento._\., .J'CDU -Southold,NY 11971 i s hitp:Noutholdtownny.gov' ZONING BOARD!OF APPEALS ' RECEIVED. TOWN OF'SOiJ'I'HOLD. d' 69 /2':'!D / Tel:(631).765-1809�Fax.(01')765=9064 flEC.. z 9 2OZO FINDINGS,DELIB RA17U1�TS AND DETE AT-I Sou o�cl Town:Clerk:. MEET`Il�'G'OY DECEMBER 22,.2020 ZBA FILE:#7441 NAME OF APPLICANT:. 1750.Sfierliiig Lane, PROPERTY LOCATION: ••830 Sterling Lane, Cutchogue,NY SCTM N6. 1000-96-3-2.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under. consideratiori.in this application and-determines that this review falls under the.'Type 11 category of the State's.List of Actions;`without . furtl er'steps loder SEQRA. :. CODE: : 1`hi's a ` licatiori'vvas'referred as re' ired.undexahe Su'ffolk:: :-'':. ;; SUFFOLK:COUNTY ADMINISTRATIVE ai d'-the`Suffolk CQitri: .De &.finerit'of:P ancon' isstied;its.;.. County Adtniriistrafve.'Code',5ctions:A. 14 Y'4_t `23, g.... T 1 :dated.October 8;:2Q20 sta�txtig,fiat tls.''application.is.considered a"zriatter:for:;ldcal:deeririiriation as:fhere:;.= „>;': ,.. p . appears-to be no:significant county wide;or inter community impact LWRP DETERMINATION: The.relief;permit; or.interpretation requested.in this:,applicatidn is listed under the Minor Actions exempt listand is riot'subject-to review under Chapter.268: TOWN OF SOUTHOLD PLANNING.BOARD.: .This application wag'referred-for.review and comment* t' the Town' of Southold Planning.Board who issued its response dated December 3, 2020;.indicating that they.have no objection to the proposed use. The Planning Board is currently in the middle of its Site Plan review process and reserves the right to make any necessary changes after reviewing all proposals thoroughly.. PROPERTY FACTS/DESCRIPTION: . The subject property is an 84,400 sq. ft. parcel located in;an AC Zoning . District. The property starts approximately 1,876 feet north of NYS Route 25, and.had a-400.00 feet frontage along. a shared dirt road, then turns east for 211.00 feet, then turns south for a.rear yard of 400 ft, before returning west for 211.00 feet. The property is improved with a two-story framed house, two 1 story stotage buildings, a one- story metal.building'.used for helicopter storage, and a wood barn to be removed as shown on survey prepared by John T.Metzger,L.S.,last revised August 3, 2020:. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280=14 and theBuildirig Inspector's September 24,2020 Notice of Disapproval based on an application for a permit to demolish an existing.barn and construct a new barn building; at 1) located less than the code required.minimum front yard setback of 60 feet; located at: 830 Sterling Lane, Cutchogue,NY. SCTM No. 1000-96-3-2.1. - RELIEF REQUESTED: The applicant requests.a variance to demolish an existing wood barn and construct a new barn with a.proposed front yard setback of 21.6 feet where a minimum 60 feet setback is required. .,t r -Page 2,December 22,2020 — -- 47441, 1750 Sterling Lane,LLC SCTM No. 1000-96-3-2.1 ADDITIONAL..INFORMATION: Duringtestimony b the owner of the.p ro e at the public hearin ; it was Y. Y P P m' P g . stated that the new barn was to be used for_storage fpr farm machirieiy. When'asked why if.is.set so close:to the :property line, rt:was..stated that:.there was'exiSting septic &�:drywells betweeialeexisting::vvood..barn; an the existing metal:building:used for.helicopter storage that the owner"did not want to disturb .The proposed setback from the road.is so.that trucks:earl safely turd.'around:and allow for.a.drive tl augli section of,.the:p'roposed'barti.: As this'is a.prefabricated building;the owner.must work within.esiablished:paraiYieters.from tlie'barri.company and -. doesn't have.mueh latitude in;charigirig the:design;:: . . FINDNOS.Oh FACT/REASONS I OR BOARD.ACTICN: The ZoningBoard of Appeals field a'public hearing can this application on.D.ecembei 3;2020:at which finie written " . :, and oral evidence were"presented.;Based upon.all�festini6q, ocumentation.personal inspection offlte.property aridsW-dunding neighborhood,and other evidence,the.Zonirig Board finds the f6ilowiiig facts:to be trite and' relevant and makes the following.findings: ToNi n Law�267 b(3)(b)(11. Grant of the vdriance will.not produce an undesirable.chanrge`ii the chard-Ocr bf ihe.`n6ighbotho6o-or a detriment to nearby properties;The property is in.an agricultural distiict:surrounded by other: agriculture'operatons with-.various buildings and outbuildings..This project"is an update to.the.existing barn ori;the site-.t4 make itmore:-useable for the:existing`agriculture operation currently on,the site._ 2..:Tov ii:La�v'.&2:6?-b 31()s`(21._:.Tl e berieficsought.b the applicant caitYiot be:achieved:by:;soti e;meihod;.feasibleor:thel.a�"`4ct to 'iusue;.other:tliai :`ari area variance;.Dile to existing .l?uildmgs ::eng septic sys#ems arld p :A. : . .. ... . .: ..:::.drairxa'`e;=the oposed.:barn:would:have" tp be.placed ;where.proposed; whereby :needing_ an.`area.- ance: or g. setbacks.... :3, Town I:a v.. 267-b(3)(b)(3). The.variance.,granted herein is mathetriaticallygubstantial;' rep 'tl ing 64%relief k . .. . from;;the: ode... However.with the:.ece"tion:of:a small poi iont ofahe`_propgsed barnrriost:'ofit.wilt°be.sited:at`the c P setback line of the existing building, Due to many circumstances on.the property; existing buildangs,septic and. `. drainage pools,:tru-ck turn=aroui ds, etc.,tliis isshe only:feasible location for'-the proposed barn vVhich is.needed.for.. the owner's_current agricultural operation. 4. Towu Law.&267.-60)(b)(4). No.evidence has been submitted to suggest that.a variance in this residential community will have. adverse impact on the physical:or environmental conditions'.in the neighborhood. The. 6-of the Town's Storm Water Management:Code, applicant must comply with Chapter 23 5. Town:Law.&267-b(3)(b)(5). The difficulty has been.self-created. The applicant purchased the parcel after the Zoning Code.was:in effect and it is presumed that the .applicant had actual. or.constructive knowledge:of'the : limitafions on the.use of the parcel under the Zoning Code.in_effeet prior to or at the time of purchase. 6. -Town:'Law-12674....Grant of the requested relief is the minimum.action necessary and adequate.to enable the `applicant to enjoy. the benefit 'of a new metal barn while:preserving and protecting the character of"the .neighborhood and the health, safety and welfare of the community: RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under. . New York Town Law 267-B, motion was offered by Member Lehnert; seconded by Member Dantes; and duly carried,to Page 3,December 22,2020 _ #7441, 1750 Sterling Lane,LLC SCTM No. 1000-96-3=2.1 GRANT the variance as.' ' Iied for; and shown'on theaurvey piepared by 7olin'T.Metzger,L.S.;`and last revised. A'ugust 3,:2020.:. 1.. ; ..:: .: oouf . . T..... .. PllvariingeObtain SitepanapPrava . c ted. aliis'`de�sion.:iv 11 re. lf:in:del ` s.: An :;deviation omtlie:airvey,sife-plan andlor:az' hrtectut`al:dre{wings t.. :Fn.. .ie f' n .ora ossible'denlcrl.b .'the:Buildn pepart»zert o�`auildrngperrttit, and:may:regiir a new prpplication arid: a d/ p :...: . .y .. . pulitic hearing before tlieZoning d'.oflppez�l �n deviation ".om'tlie::v"artance s : .tzrtted.her'ern assliovn::.dri the:acliiteclurallravfngs;`a`ife plan at�d/or:survey.`:. Y.,. . (�. sited above,.'.such as;.alterations, ecter�sroYis,:`o :.demolitfpts 'are.no#:autha izei�.`:isnder ahis application;_lvlien ir�volyin noncdnformtttes under fhe. oning:co e:::.Th is:adt#an:woes_nof utkori a ar_'condone.azny:currint:dr. 0 g. use, setliack..ar:'Qther:feature of thesub)ecf proper. that'riia r violdie,the.:Zq ing Code; oilier,than.suclt..uses, setbacks and other features essed avare express mahis action. . The Board,reserves.the i*ight to subs''titute a'similar design.that is:de minimis:n natut`e;for:an alterpt on.that does: not.increase:the,degree of noaconfomity, .:: . . ., r ieda :the....,. Pursuant to.tyliapter 280 146($) of the Code of tie Town;of SQtttixoldan ;variaceg'. BoarcT of A. •"`cads.shall become';null and,vo d;VV 'ere.a::Gerti ieate of Qccnpancy:bats hot been. PF: .:.. : .:::_ _ : ; .... . ot.b.. .. :hfiled:vv�th ah; :S�uffoll Coni . .C.Ier ;w tliin.three proct�rec;' ndlor. stYbttivisoh.:map has n e ; . ' ., . u ori written 3- :eai-s.f. the dile.siichvaraante.was::gr nYe�1� :fiber 3'o`ar..&,6fAi is maj�j; P years.. request prior to tlie;date of:expiration;-grarit�an extensiQn'iotao ezceed three(3) eonsecutive.one (1)year terms. Vote of-the Board: Ayes:.Members Weisman(Chairperso�i),Acairipora,Dames;Lehiie'M and Planamdnto(5'0). eslie Kane �Weisman, hairperson Approved for filing /a3/2020 gk,-�.2o - a BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF $O(/r�o 53095 Main Road- P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. YO@ 54375 Main Road(at Youngs Avenue) Nicholas Planamento O1�C00 Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 Fax(631)765-9064 August 30, 2021 Michael Kimack Attorney at Law :P.O.Box 1047:. ".Southold,NY 11971 1 Re: De 1Vlnimus Request,.File, #744 1750;Sterling bane;LLG 830"Sterling Lane,` y SCT M No. 1000 96 3 2.1 Dear Mr.Kimack;. We are in receipt of your correspondence dated August 19, 2021 requesting a de minimus approval for the. demolition and reconstruction of an accessory barn. In your letter you explain that the applicanthad not included,-in the above referenced variance application,a request to condition the barn with both heating and cooling units. The barn will be used to store expensive farm equipment that would be susceptible to humidity in an unconditioned barn and would hasten equipment deterioration. You are now requesting approval for the installation of both heating and air conditioning equipment. We reviewed.your letter and the Zoning Board of Appeals determinations No. 7441, dated December 22, 2020. The applicant was granted relief for less than the code required front yard setback to construct a new unconditioned accessory barn for storage only. As a result,your request is not de minimus in nature. Should you wish to pursue conditioning the space of the accessory barn,you will need variance relief with a new application and a public hearing. Please contact our office for y additional questions or concerns. i A Weisman cc: Michael Verity, Building Department-V/ 111 ichael A.. Kimack ATTFORNEY AT LAW P.O. Box 1017 Southold, N.Y.] 1971 Cell No. 516-658-6807 I:-mail: mki>nack2_0 vcnzon.not August l9. 2021 Re: TBA File # 7441 1750 Sterling Lane LL.0 83.0 Sterling Lane SCTM Np.• 1.000-96-37-2.1:. Request for-De miniiilisa.�cttei • 1'0%oniiig'B�ara of Appeals own cif S66th6ld [ c,ahe KanasWe Nrnan,'.Ch air r 15o1i On l�cc.Lmbet 3 X020 . you.`,ra>ltcd a vzu•iailcc!.to.deni(iiisll.an.existirig wood Bain and construct aai�«.hurli:�i ly--:proposed:'tront yard sctbac k ctf?1:(i feet where a mininiinl"6"Oac�ot s %hack"i5 iccjuired: "1'he applicant had bot included in the application request to condition thc.harb with boih hcatilig and .cooling ullits. "I'lle barn is to be us(A to stol* .,xpcnsiV,c farm equipnient,that wouldae susceptible to.hIlh-iidity iti all Unconditioned barn that would hasten c'gLllpmCnt deterioration. '['he conditioning eyuiprnc;nt is a necessity to prevent accelerated maintenance and cosily upkeep. that would occur in an unconditioned barn. [ respectfu11y request-you grant my request for a I:)e minim-is letter granting the installation of both heating and air conditioning equipment 101' t:le pUrposc stated above. Sinc.3rely. Michael A. Kinlack, Agent OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF S0!/ P.O.Box 1179 54375 State Route 25 �� jy� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) h0 l0 Southold NY Telephone: 631 765-1938 www.southoldtow-nny.gov 'rouff N' PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2021 APR 2 0 2021 Mr. Michael Kimack P.O. Box 1047, x . Southold, NY.11971 Re: Approval — 1750 Sterling Lane Agricultural Storage Building 830 & 1750 Sterling Lane, ± 2,500' n/w/o Sterling Lane & Main Road, Cutchogue SCTM#1000-96.-3-2.1 Dear Mr. Kimack: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 8, 2021: WHEREAS, this agricultural site plan is proposed to demolish an existing 1,378 sq. ft. barn and construct a 4,826 sq. ft. barn for agricultural storage located within a 2.0 acre reserve area (SCTM#1000-96.-3-2.1) where there exists a 2-story single family dwelling with garage and four (4) accessory storage buildings totaling ±3,754 sq. ft., the parcel is attached to ±16.8 acres of farmland (SCTM#1000-96.-3-2.2) with Development Rights held by Southold Town in the AC Zoning District, Cutchogue; and WHEREAS, on September 30, 2020, Michael Kimack, authorized agent, submitted materials for Site Plan Application review; and WHEREAS, on October 19, 2020, the Planning Board found the application incomplete for review; and WHEREAS, on October 27, 2020, Michael Kimack, authorized agent, submitted revised site plans as required for the Site Plan Application review; and WHEREAS, on November 2, 2020, the Planning Bound accepted the application as complete for review; and WHEREAS, on November 2, 2020, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined 1750 Sterling Lane Ag Barn Page 2 March 12, 2021 that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming; and WHEREAS, on November 11, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on December 7, 2020, a Public Hearing was held and closed; and WHEREAS, on December 10, 2020, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on December 21, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies with certain recommendations to be considered; and WHEREAS, on December 21, 2020, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on February 7, 2020, the Southold Town. Engineer reviewed the proposed application and determined that the certain revisions were required in order for the application to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February-1 1, 2020, the Cutchogue Fire District stated that an Electric Submersible Fire Well is required (or sufficient alternative) that must provide a minimum of 500gpm; and WHEREAS, on February 17, 2021, the Southold Town Fire Inspector determined that additional water supply was necessary for adequate fire protection; and WHEREAS, on March 8, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met with exception of adequate water supply for fire protection; and l RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions to the site plan shown on the survey for "George Starkie at Cutchogue" prepared by John T. Metzger dated November 4, 2020 and last revised March 5, 2021 and authorizes the Chairman to endorse the Site Plan after condition #1 is met. 1750 Sterling Lane Ag Barn Page 3 March 12, 2021 Conditions 1. Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2. Prior to the issuance of a Certificate of Occupancy, adequate water supply for fire protection shall be provided and determined sufficient by the Southold Town Fire Marshal and Cutchogue Fire District. 3. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension: 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. 1750 Sterling Lane Ag Barn Page 4 March 12, 2021 If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: /-1/C�. /� Applicant Signature: `%� i/i�G � Date: o�s�FEOIKcoG c� y� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD oy Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # i d / F:, Date 2021 Customer Name -t- j-L.6 Electrician Name An VaAL-04-4-Cle- Address 1 tA Phone 6.3 q it 2 e-mail V e-mail fla Ao Phone License# 3'1611 Size__IQ 0A Phase Overhead Underground #of Meters_ Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 om the date above. Authorized by ' FFp��. -� 1AVB WING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 20Jown Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 1 p� T ,�,,elephone (631) 765-1802 - FAX (631) 765-9502 pTNTG;�,. roger.richerta-town.southold.nv.us T1r APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' Date: 6 ,2i?f Company Name: — — RC-C tD 1 C .(J . Name: License No.: m _ 3 Yo email: a i y"eu Si .2 GLjoo. 6 Address: 3 - l- JeD cou7wocD Phone No.: (mss - JOB SITE INFORMATION: (All Information Required) Name: )r4 3© S-1 tP L(r O (4tiL5- CL C Address: 30 -� ,A , L/O G r6(40 (xr Cross Street: Pki-T IV R0 Phone No.: G.i- aY BIdg.Permit#: +{ (� '17Vemail: 1Afrnu�.�&s� '.� � �► aa.( Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 5a r-+- 6A.N J4-tp G uu-c, Circle All That Apply: Is job ready for inspection?: YES /iNO) Rough In Final Do you need a Temp Certificate?: OE / NO Issued On A S.�' .fan a1 pr�6-24 Temp Information: (All information required) Service Size 1 P 3 Ph Size: do A #Meters�_ Old Meter# New Se ry e - Fire Reconnect- Flood Reco nect- Service Reconnected - ndergro -Overhead erground Lateralv-1) 2 Fra Pole Work done on Sery Y N Additional Info rmatio . PAYMENT DUE WITH APPLICATION Request for Inspection FormAs 'BUILDING DEPARTMENT- Electricalanspectot~. TOWN OF SOUTHOLD 2Q2Towri Hall Annex -54375 Main- Road -,PO Box,1.179- , Southold',-New York,1197'1-0959 • p�� ,relephone (631) 765-1802 - FAX 631) 765-9592 : - ° ` - _ roger.richert(cr�town.southold.ny.us t r 4.: . APPLICATION FOR ELECTRICAL INSPECTION 'REQUESTED BY: 07A Dater Company Name: — CSC AD t C %(J . Name: License No.: /�L- ;._;3 YD'� `. email:, u ismer eq S4 vG,(oo_ 6oai Address: 3 /— I ov cD �7 Phone No.: -17 61 - JOB SITE INFORMATION: (All Information Required) Name: I r4S() tAVG_ Address: 930 �j, L/J C" - ,0 UL Cross Street: IV P"5 Phone No.: 6.,; - �.i- �-`( 1 Bldg.Permit#: 4 J7 email: ic,{inun�c�s1 Tax Map District: 1000 ;Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Ptint,_Clearly) - I Circle All That Apply: Is job ready for inspection?: YES /0O Rough In Final Do you need a Temp Certificate?: -.. YE / NO Issued On A S�{- Temp Information: (AII'information required) Service Size 1 P 3 Ph Size: Oa A # Meters Old Meter# New Serv' a - Fire Reconnect- Flood Recor n - Service Reconnected -tServi ro - Overhead erground Lateral 1 ` 2 Fra Pole Work done on Y N Additional Informatio . PAYMENT DUE WITH APPLICATION Request for Inspection Form-As PERMIT# Address: Switches fflOutlets GFI's Surface Sconces1113 i l UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC- AH Hood 1 Service A Have sed Special:YU � SPAComme1 �� 1113 ,O r� P�., "6 r' SURVEY FOR SCDHS REF# C10-16-0003 GEORGE STARKIE AT CUTCHOGUE -' TOWN OF SO UTHOLD SUFFOLK CO UT.T `, W YORK J, 1000-96-03-2.1 ' \` SCALE: 10=40' h 6s ti NOVEMBER 25, 2015 4" 0 � MAY 18, 2016 (REVISIONS) '�,� J ti�� `��, s'• �,�� , �' JUNE 08, 2017 (REVISIONS) �O4 INN o F s OCTOBER 3, 2017 (FOUNDATION LOCATION) <11 0`9��'o < c�` JULY 22, 2019 (FINAL) o JULY 29, 2020 (PROPOSED BARN) \'\ \ � ��0 �G ��, } AUGUST 3, 2020 (PROPOSED BARN) % 6 p 1 \ \ Irp Q s p, c. ------------- % ---------- \ \% C b�\ PROPOSED K �2• h ` \ \� -0 \ DRYWELL �� ` Al C �y d Ci\ �D1N) ` Q �OI EXISTING `\ i'gl�� \ `rip d• ` I li BARN TO BE � ® TEST HOLE DATA \% ;or REMOVED F`fi0 McDONALD GEOSC/ENCE \. \ Fo I'I '4 08/3/15 \ I o`' yam' 3 BALCONY OVER \ o.l I oQ �� * •0 STONE PATIO el. 30.0 °Y R, Q / PALE BROWN SILTY SAND (ML) \` Q 0 ia's UNITS \ CONC-__ j --- 3' 1�o sue A 16h '�•. •�.h0� A , \� `\� I STONE h' �• p �' , ti s \ ,6. I I goo ti� ?� Gti% 0-1 �q) ti '/0, o%P 'o °tiCO b, °s• .tom \` I 10� R/O �E, C9 CS . h Ay> 'P PROPOSED WOOD O �, / S r Q. f ��`� ECOVERED NTRANCE PORCH �s �� ry 0 k e BROWN FINE TO COARSE SAND (SW) 4 \ y Ate, h y, > ' �; �.p < F Q� \ `r0 � `rDW� � V��1 6 �90� 'P �'S0\��PROPOSE Sr ��'`�L '�L� �x0`� •C /� p �Fi`7 J0 Q \ /d, \DRYWELL of LPI , 1s�'`� a O� ��S \ •�! ` Ye RCA x e's yp�` x� WE DRIVEVX, ti / �, O PALE BROWN FlNE TO MEDIUM SAND (SP) \ \ `\ J�0 �2 CB• WELL WONDOW �N� FOUNDATION WALL WATER SERVICE SPIKE GENERATOR SET % 00 O`� U/G5 ON CONC. S 14 PROP 17' el. 13.0 END BORING %\ Foo \, 0° METAL—P TANKANE QP F COVER # 9 N. NOTE. NO WATER ENCOUNTERED \ o��o \ .10�q \ 9 `RUNOFFCONTAINMENT.-CONTAINMENBldg Dept copy from ZBA IN T EXISTING WELL NOT GP Opo O FOR DOMESTIC USE 0`��2 Final reviewe,�pCUments RA : 4,584 Sq. Ft. s o,, IRRIGATION ONLY. -` O ZBA File# ��L((�( \` �\ of �i Date: PROPOSED BARN / 4,584 x a 17 x 1 — 780 Cu.Ft. � 780/42.2 — 18.5 VF �g Provide 2 DW 810 x 10' Deep— 20 VF \ \ •�h Connected by Gutters & Leaders `\ `\� ELECTRIC r pc6 J ` �e4 . METER 7 KEY O = SEPTA LOCATION NOTE: SEPTIC INSTALLED WITH REBAR \ \ \ \ O O YAW �B� TRAFFIC BEARING COVERS. ® = WELL ST 57.6' 68' \\ ® = STAKE LP1 68' 80' `\. � � % �Q 72 65.6 `\ 9 = TEST HOLE \.`v \% ® = PIPE/SPIKE WELL LOCATION ® = MONUMENT ' = WETLAND FLAG 46' 43' \� ` cO = UTILITY POLE BOUNDARY & TOPOGRAPHIC INFO FROM SURVEY BY: PECONIC SURVEYORS, P.C. . (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS ARE REFERENCED TO P.D. BOX 909 FF' FOR GEORGE & JOHN STARKIE 1230 TRAVELER STREET SETO FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK SOUTHOLD, N.Y 11971 .--! AS MAP NO.10952 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF GEORGE STARKIE S. LIC. NO. 49618 SECTION 7209 OF THE NEW YORK STATE' EDUCATION LAW. EXCEPT 721 MAIN ST. PECONIC SURVEYORS, P.C. AS PER SECTION 7209—SUBDIVISION 2. ALL CER71FIC4110NS HEREON FARM/NGDALE, NY 11735 (631) 765-5020 FAX (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP (516) 293-7148 P.O. BOX 909 OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE TOTAL LOT AREA - 84,400 r - R OR 106 AC 1230 TRAVELER STREET 1(] SIGNATURE APPEARS HEREON. SOUTNOLD, N.Y. 11971 15-1 e7V J/0 SURVEY FOR SCDHS REF# C10-16-0003 ,;' GEORGE STARKIE ' A T CUTCHOGUE j TOWN OF SO UTHOLD r SUFFOLK COUNTY, NEW YORK 1000-96-03-2.1 �Lo0o ;=' // SCALE.• 1'=4067N ' 5, 2015 lipO � 4, MAYB v•'' '1��// �`�o� `\ sx � M2076BER 2REV1SlONS • ( ) JUNE 08, 2017 (REVISIONS) / � o F s OCTOBER 3, 2017 (FOUNDA 77ON LOCA 770N) �' , F � < JULY 22, 2019 (FINAL) \, a JULY 29, 2020 (PROPOSED BARN) \, \•\ 6�y�/ iQ�� c AUGUST 3, 2020 (PROPOSED BARN) \ •\ / �� °�\ \ v OCTOBER 21, 2020 (PROPOSED ELEC7RIC SERVICE) / MARCH 5, 2021 (REVISIONS) `\ e ._...sr•r' FENCE \\ \ 31 0- RECEIVED PROPS o ` \ tA1AR % 5 2021 \ \ - ---- �outFt6T; Town % oy�-0�� ti ff !; i I .'� a. Planning Board le 9 TEST HOLE DATA BARNTO BE 0vxo \ ` REWCVED McDONALD GEOSG.EIVCE \• � •� � r E ' p �,ro \ 08/3/15 .�%, i 'f I o�'� J f 1 .�� * '0 BALCONY OVER A 30.0 STONE PATI o J #C PALE BROWN SILTY SAND (ML) ` i I 1 14.9• ti UN J. �• \ tel 'STONE STEPS BROWN FINE TO COARSE SAND (SW) -0 •4 ` \ (�! f wow `?OGs��'p \ --- y �O \�e� ,� D�vI PROPOSED PORCH t .p O < `\ ` `\ ENTRANCE ♦, • `.�`� URYME I a ?!. x �O Q \ a7 •\ O ST Lpf ! ` tea{ ICA ? Ir DMiNAT to. PALE BROWN RNE TO MEDIUM SAND (SP) ``\ F` u2 CBs CONC. W'N^oW NC FOUNDATION WA= / WELL UNf'S WATER SERVCE SETS ` ` \` GJO U/c� GENERATOR� / 17' el. 13.0 END BORING PROPOSED UMERGRDUND ��`c�\� �AL� AWK G ' NOTE. NO WATER ENCOUNTERED 4b Ecrz c s �cE �\F� ` COVER 4b �P THE UNDErSIGNED,PUI'SUANT_TO SOUTHOLD.TOWN COIL^SECTION f; .{ 2E9-131(1),ACKNONVLEDGES THAT THE CONDITIONS OF THE SITE PLAN RAIN RUNOFF CONTAINMENT: 'f1\`\ �`• F , � ,"�°TE mop° / 1 A rT-V 1ARE FO1ffH LSI THE RESOLUTION OF APPROVAL DATED _,� ACCEPTED(SEF.CONDITIONS ON RESOLUTIO 4O 91) mRrklm Ci!-2Y. 00 ..— PROPOSED BARN: 4,584 Sq. Ft \ � P� o� 0 @ 4,584 x 0.17 x 1 780 Cu.Ft PLEASE PRIN NAINI T1s 780/42VF h v 2 — 18.5 �� \` / ,(rj Provide 2 DW 8.0 x 10'Deep— 20 VF x F` ,•y� 4e, � Y�1 � Q.i222 azo \ / J \ SIGNATURE TITLE DATE Connected by Gutters � Lenders AU71WRIZED SIGNATURE�i ` f0 APPROVED BY ., ..v KEY 0\�•� G) TO,VN OF SOTTFIOI.D PLAN N(;BOARD SE TIC LOCATION \•\ \� Q REBAR •A• 'B' NOTE: SEPTIC INSTALLED WT}1 •\ b._)` .y""J,a tT+ l TRAMC BEARING COVERS. 1 ` O r.:;LL: CHAIp.�EkSON sA7`I ® = WELL ST 56' 68' `DAT 7. • p %\ N01 r" is r Ort 'S14C 1!EfiC?3+1t?=!'ht�l^�s"Ott s amsf'Pow ori „ �!b'd ''t ?an pL) ® — STAKE Lm 68' 80' *gh �bL hrmft from t^c date of apprm as pea code senior'=-132A. B — TEST HOLE LP2 72' 65.6' ® = PIPE/SPIKE \� �� E = MONUMENT WELL LOCATION \%\ .(,t = 'C' 'D' WETLAND FLAG 'mp 43' cQ-j = U77LITY POLE w BOUNDARY do TOPOGRAPHIC INFO FROM SURVEY BY PECONIC SURVEYORS, P.C. �n (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS ARE REFERENCED TO '' P.O. BOX 909 1230 TRAVELER STREET SETOFF FOR GEORGE & JOHN STARKIE SOLITHOLD, N.Y. 11971 FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO.10952 / ANY AL7ERA770M OR ADD17701V TO THIS SURVEY IS A VIOLA 7701V OF GEORGE STARKIE UC. NO. 49618 �F ' SEC770M 7209 OF 7HE NEW MRK STATE EDUCA77ON LAW. EXCEPT 721 MANN ST. P CONIC-SURA-YORS..P.C. AS PER SEC770N 7209—SUBDIVISTON 2. ALL CER77RCA710NS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP FARMINGDALE, NY 11735 63i)�76�5020�AX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYt7R WHOSE TOTAL LOT ARES► = 84400 Ft QR 19316 AC (516) 293-7148 P O. BOX-909 SIGNATURE APPEARS HEREON. + 1230 TRAVELER STREET SOUTNOLD, N.Y. 11971 15-1 f SURVEY FOR SCDHS REF# C10-16-0003 ; ' = GEORGE STARKI 1 It A T CUTCHOG UE / S f w 9y TOWN OF SOUTHOLD / r SUFFOLK COUNTY, NEW YORK j 0 � ; 1000-96-03-2.1 SCALE.- 1'=40' NOVEMBER 25, 2015 MAY 18, 2016 (REVISIONS) JUNE 08, 2017 REVISIONS o F s OCTOBER 3, 2017 (FOUNDA TION LOCA TION) o� JULY 22, 2019 (FINAL) JULY 29, 2020 (PROPOSED BARN) \` \'\ •'�hj/ G� \ `�� AUGUST 3, 2020 (PROPOSED BARN) NO; °°tip, dS�� .��' O OCTOBER 21, 2020 (PROPOSED ELECTRIC SERVICE MARCH 5, 2021 (REVISIONS) \ \ �� v JUNE 30, 2021 (FOUNDATION LOC.) 01 V �\ �° h ati� \\ �o JULY 26, 2022 (BARN FINAL) \ ` \` !p S ti(? \ ?• �S• S/ � O DW \ % A p\` r.JA s \ \��cy�\` �GP oti �Yss �oAT GP DW TEST HOLE DATA ��; c Q G McDONALD GEOSC/ENCE A. \ o 05 081e%130.0 ,03 \. \ \�Y�y O �� 1�,PC�� `' �' STONE PABALCONY OVER C� �O TIO \ QpG If, A/C PALE BROWN SILTY SAND (ML) `\ \\ �"� ��P� �ti��ti`' c 05° UNIT'S \ CONC. 8 SLAB •A �6h `T•y !� 6 ti 5 ! STONE ! <3 STEPSR/O Co BROWN FINE TO COARSE SAND (SW) c� s `�, \�i.Q�C Dw 0 ° PORCH S• h �� GG+ ��' ! 9* /�� • 7 WOOD ?o Ay F ° \ •D \ --- 9CIV %P, 0 _ \cam y F; s ! ti � o � \ o,�ti`s ,r h >0 \9J- 9� F\ 0 Sr R NNLpf R ti•, tr p, �y \ \\� ISA ^J x WEL 2C� �\. \` 0 DRIVENE WAY �' `��, ° `?p. PALE BROWN FINE TO MEDIUM SAND (SP) O' \ [P2 CONC. WIN DOW�C / 0 CBs FOUNDATION WALL JQ• WELL UNITS WATER SERVICE SPIKE ` ` 0G J�0 GENERATOR / g 17' el. 13.0 END BOR/NG USET % U/GON CONC. S UNDERGROUND ELECTRIC F 00 PROPANE TANK JQO NOTE. NO WATER ENCOUNTERED SERVICE o°�` \\ COVER 0e % \\ FOp EXISTING WELL NOT RAIN RUNOFF CONTAINMENT.- O RRDOMESTIC USE. PROPOSED BARN. 4,584 Sq. Ft. 4,584 x 0.17 x 1 = 780 Cu.Ft. \ �0 OF o / . � o 780/42.2 = 18.5 VF \ \ \ lb G�O h v Provide 2 DW 8'0 x 10' Deep= 20 VF Connected by Gutters & Leaders `\ ° / •�J �" ELECTRICETER M / J KEY � SEPTIC LOCATION \` Q = REBAR •A• •B• NOTE: SEPTIC INSTALLED TRAFFIC BEARING COVERS. WITH \` \o` / 'Al ® = WELL ST 57.6' 68' \ � v ® = STAKE LP1 68' 80' � = TEST HOLE �"- LP2 172' 1 65.6' \ ® = PIPE/SPIKE WELL LOCATION ® = MONUMENT • � � \ • = WETLAND FLAG I C, D' = U77LITY POLE 46 43 BOUNDARY & TOPOGRAPHIC INFO \` \• y" O�N�M TOGBY- /r FROM SURVEY B • \, O ��, PECONIC SURVEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 co o P.O. BOX 909 LOT NUMBERS ARE REFERENCED TO 0 �K 1230 TRAVELER STREET SETOFF FOR GEORGE & JOHN STARK/E �. ..� C. SOUTHOLD, N.Y. 11971 FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO.10952 ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF GEORGE STARKIE .YS LIC. NO. 49618 SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT 721 M/N N ST MANN ST. ECON/C SU YORS, P.C. AS PER SEC77ON 7209—SUBD/VISION 2. ALL CER777CAT7ONS HEREON 721NY 11735 (631 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP ) 765-5020 FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSETOTAL LOT AREA a 844� 00 Sq. Ft. OR 1.9316 Ac (516) 293-7148 P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 15-198 • SCDHS REF# C10-16-0003 SURVEY FOR ; ' GEORGE STA RKIE ' A T CUTCHOGUE ' TOWN OF SO UTHOLD Ile ' K SUFFOL ' b COUNTY NEW YORK 1000-96-03-2.1 SCALE- 1"=401 L ' � Iv�0/ � G \ sR ti G N01/EMBER 25, 2015 MAY 18, 2016 (REWSIONS) J \ til °�010 \ �T' �' s�G JUNE 08 2017 REI/lS/ONS / � foo \ °� 09��,o F F OCTOBER 3, 2017 (FOUNDATION LOCATION) \ �, / °,�G�Q` `�� \ ��, a JULY 22, 2019 (FINAL) �o ties- �- JULY 29, 2020 (PROPOSED BARN) `\ \, �6 / /r �`�o ��G�° G \ � O AUGUST 3, 2020 (PROPOSED BARN) OCTOBER 21, 2020 (PROPOSED ELECTRIC SER I/lCE) L� '\ sem• / // \\ ��y \\ Q MARCH 5, 2021 (REWS/ONS) %\ \ / / �SILT FENCE \ Iro. v JUNE 30, 2021 (FOUNDA RON LOC. �O V3 \ ` ` PROPOSED -- -------------- \ DRYWELL 16W \ C \ \\ \ E \ - \ \?• S \ \ �G 9 TEST HOLE DATA McDONALD GEOSCIENCE \� \ o• \\ F`�o 081.e%130.0 \� \ `yl� 0BALCONY OVE \\� '�O G��h�, STONE PATIOR \ PALE BROWN SILTY SAND (ML) \`\\ \°F o GDo�� 15.0• ti0 ° > - \ do oQ �Siu.s s• s \o Flo ;, G G� co ,rl- ,, 0. so BROWN FINE TO COARSE SAND (SW) i •p R/o e ° o J WOOD 2 �a _ i� PORCH S• g �? 9C cF? �� \f 0 0 �,A ?� F O� ` \ v� �\ PROPOSED � h �GZ 0,0 ,P \� \�`\ DRYW WELL p`r ° `'QA R10 0 ST fills�S J- \`\ \ .��\\ LPf RCAWE X20 DRVEWAY PALE BROWN FINE TO MEDIUM SAND (SP) \` cc\ cPs CONC. WIND WA/C / CB• WELL UNITS FOUNDATION WALL WATER SERVICE SPIKE \` 00 GJQO g GENERATORSET / 17' el. 13.0 END BORING PROPOSED UNDERGROUND ` Foc\ \• 00 METAL PRROTANKANE GJ�O ON CONC. S NOTE.- NO WATER ENCOUNTERED ELECTRIC SERVICE %\Foy \ o COVER e0 RAIN RUNOFF CONTAINMENT.- \•\ \\\ Foy EXISTING WELL NOT GQ 1 Po / -% FOR DOMESTIC USE PROPOSED BARN. 4,584 Sq. Ft. y0 oA\ IRRIGATION ONLY. 4,584 x 0.17 x 1 — 780 Cu.Ft. X��\ \\boy 780/42.2 = 18.5 VF o Q Provide 2 DW 8'0 x 10' Deep= 20 VF Connected by Gutters & Leaders q, % ELECTRIC ko METER KEYSEPIIc LOCATION \'\ Q = REBAR •A• •B■ NOTE: SEPTIC INSTALLED WITH TRAFFIC BEARING COVERS. ® = WELL ST 57.6' 68' \ ` % 1 \ O. ® = STAKE Uml 68' 80' = TEST HOLELP2 72' 65.6' \ \� ® = PIPE/SPIKE %\ CJ ® = MONUMENT WELLLOCATION \ = WETLAND FLAG \. cQ. = U77LITY POLE 46' 43' BOUNDARY & TOPOGRAPHIC INFO \. \ FROM SURVEY BY- \� PECONIC SURVEYORS, P.C. NOF (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS ARE REFERENCED TO P.O. BOX 909 SETOFF FOR GEORGE & JOHN STARK/E 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 FILED IN THE OMCE OF THE SUFFOLK COUNTY CLERK AS MAP NO.10952 ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA71ON OF GEORGE STARKIE .Y'S LIC. NO. 49618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT 721 MAIN ST. P �QIVl4?�cSU VEY AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER70CA BONS HEREON ORS, P.C. ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP QQ�� //�� n�{ FARMINGDALE, NY 11735 ( . 1 �6 b2D`,F,4X (631) 765-1797 SIGNATURE APPEARSOR COPIES BEAR EHEREONSED SEAL OF THE SURVEYOR WHOSE TOTAL LOT AREA � o'�F1'�fVV �. R. OR 1.9316 �C (516) 293-7148 .O. BOX�g09 SOUTHD, N.Y. 11971 T 15-198 OFFICE: CUTCHOGUE, NY JOB NO. 128-099180 04 ". . O _ O o 7 12'-0" 0 7'-10 1/2" ^5'-10 1/2" 20'-3" M5'-10 1/2"M 7'-10 1/21, Y-0"NON-VENTED ENDWALL OVERHANGS I 1'-0"VENTED SIDEWALL OVERHANGS 4o1-011 A3 N 401-011 04 o I o o I I , ^ — — 32'-1 1/2" ! 1' o 32'-1 1/2" I U � N p I cA Cb I I — 24'-1 1/2" �— oui c 24'-1 1/2" — o (DW o I I o0 ZO 00 I -�--- — 16'-1 1/2" 16-1 1/2" — I I o z I I — 8'-1 1/2" LLJW I � w o'-o" C7 / N Q w O \ / V) D a \ 10 w o 6-10 1/2" \ o u \ / O � _ w \ / — 13'-10 1/2" w J 15-10 1/2" F-- o ~ o = O (D 0 0 � I O2lO (ABOVE) (ABOVE) I O Q 25-10 1/2" zm — — 27'-10 1/2" r o � z 30'-101/2" I ^ 0 nc v I — 34'-10 1/2" a 34'-10 1/2" — T Q g N I W o o ,o .J 41 '-9.. 11 - - _ _ — 2 — — — 41 7 (ABOVE) (ABOVE) (ABOVE) (ABOVE) (ABOVE) (ABOVE) (ABOVE) ( ® ® 8 ® ® \ 8 8 l'-0"NON-VENTED ENDWALL OVERHANGS Z \ I o -0 1'-0"VENTED SIDEWALL OVERHANGS 1'Z'PORCH OVERHANGS I I 7'-11 1/2" 17'-11" APPROVED BY PORCH COLUMN 17-1 LOCATION DIMENSIONS PLANNING BOARD N CV q o TOWN OF SOUTHOLD � L DATE N I I I I I I I I I I I I I I I I I I I 7'-4 1/2" SOUTH SIDEWALL COLUMN 8'-0" 4'-0" 5'-0" 5'-0" 4'-6' DRAWN BY.• MILICH LOCATION DIMENSIONS O N N N N CV CV N 04 N COLUMN PLAN LEGEND DA TE.' 8/3/2020 0 3-2x6 LAMINATED COLUMN LOCATION, CHECKED BY.• J M M 0 0 0 0 0 0 0 0 - 6 3-2x8 LAMINATED COLUMN LOCATION Lo N Ncr) L0 9 - 3-2x8 LAMINATED COLUMN LOCATION WITH (1) ADDITIONAL LAMINATE DATE.' 8/6/2020 e - 3-2x8 LAMINATED COLUMN LOCATION WITH (2) ADDITIONAL LAMINATES; REVISED DA TE.' --- I I I I ■ - HEADERED TRUSS LOCATION 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, IN SWING, LEFT HINGE REVISED DATE. --- I I I 2'-1 1 1/4" I - PAN REVISED DATE.• ---- „ � " 7'-6" 7'-b" 7'-6" 7'-4 1/2" � 6068 6 PANEL FIBERSTEEL WALKDOOR, IN SWING WITH LOCKSET LOCKSETWITH NORTH SIDEWALL COLUMN 10'-8 1/4" 7-6 7 6 Q 3068 6 EL FIBERSTEEL WALKDOOR, IN SWING, RIGHT HINGE EVISEDDATE. ---- WITH LOCKSET - LOCATION DIMENSION (8) 3'1"x4'5"PCD3753 VENT PELLA PROLINE DOUBLE HUNG WINDOWS04 CN e - (7) 3'1"x4'5" PCD3753 VENT PELLA PROLINE DOUBLE HUNG WINDOWS (V O - (2) 10'-2"x10'-I" DOORS ,t ED o o o ^ o N 0 - (2) 20'-2"x14'-1"OVERHEAD DOORS �► 8 v N N ``� v Lo 0 - (2) 8'-0"x6'-6" NON-FUNCTIONAL DOUBLE SLIDING DIAMOND"M"LOFT r DOORS WITH CROSSBUCKS (2) 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA WITH 'IM' 30"WEATHERVANE COLUMN PLAN - (2) 30x30 ATTIC ACCESS PANELS (VERIFY LOCATIIONS) SNOW RETAINERS ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS � ♦� O�� 2' 8' SCALE: 4' 16' DECEIVED �F SEP 3 6 2020 LIENOTED Sout old Town Planning Board EET NO. OF PB2 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-099180 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. VENT-A-RIDGE __j- 74i 12 4 2 PIECE GABLE TRIM 5"O.G. GUTTERS HI-RIB STEEL SIDING U � T#21 CORNER TRIM 0 N T#431 TRANSITION TRIM Q_ aWo STONE WAINSCOT - _ O M Z Luz - I � O 4'-6" 19'-6" I 24'-0" 5-9 1/2" 6-2 1/2" 0 0 O Z O IT ba Q/ N N L1_! NORTH ELEVATION W Z w Q Z La VENT-A-RIDGE 12 12 6� v ►U- 6 O � w ~ 5" O.G. GUTTERS U J W Z T 1-- .i 0 12 12 U � HI-RIB STEEL SIDING 4 4 p! Q T#21 CORNER TRIM X A �� m T#431 TRANSITION TRIM STONE WAINSCOT LJLJv, z I cn CL i 21'-0" Q N 21'-0" 21'-0" 21'-0" L.IJ g 0 0 _1 o N bN I04 N z 1114- EAST ELEVATION WEST ELEVATION 0 I 0 zo o � � 15'-0" � 15'-0" 30'-0" VENT-A-RIDGE APPROVED BY PLANNING BOAR® TOWN OF SOUTHOLD DRAWN BY. MILICH 5"O.G. GUTTERS DATE ;�` �'1 �� 1 • DA TE. 8/3/2020 CHECKED BY: JMM -"!`�-•---,__+ DA TE: 8/6/2020 HI-RIB STEEL SIDING REVISED DA TE ---- T#21 CORNER TRIM REVISED DA TE. --- REVISED DATE.' --- 15-9 1/4" T#431 TRANSITION TRIM (VERIFY) EVISED DA TE: --- rm STONE WAINSCOT 10'-0" 4'-0" 1 6'-0" 4'-0" 6-0" 6'-Q' 4'-0" 6'-0" 4'-0" 10'-0" 0 0 0 0 0 b O RECEIVED � Q� b b ;�r o N b c° o v o 1 SEP 3 0 2020 OF NE�'� Southold Town !47-o7pz4 SOUTH ELEVATION Planning Board 2 8' SCALE: SCALE.'AS NOTED — 1' 4' 1 16' ! SHEET NO. PB2 OF PB2 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATION JOB NO. 1.) LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS DIFMO/ ON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED 128-099180 FERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) ONLY STRUCTURAL DESIGN HAS BEEN PROVIDED WITHIN THESE PLANS (SHOWN IN ANCHORED ON CONCRETE-COLUMNS ARE ATTACHED TO CONCRETE BY USE OF '/4"H.R. STEEL COLUMN THE INDEX LOCATED ON THIS SHEET). ARCHITECTURAL DESIGN AND PLANS, SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2" DIA.x 10"PLATED ANCHOR BOLTS AND CIVIL/SITE ENGINEERING AND PLANS, MEP (MECHANICAL, ELECTRICAL AND PLUMBING) DESIGN AND PLANS, ENERGY/BUILDING COMMISSIONING AND FIRE COLUMN IS FASTENED TO SOCKET BY (4) 1/2"x6"M. BOLTS & (8)1/4"x2 1/2" POWER LAG WASHER HEAD PROTECTION DESIGN ARE NOT PROVIDED AND ARE NOT PART OF THE SCOPE YELLOW ZINC SCREWS. WITHIN THIS PLANS SET, AND ARE THE RESPONSIBILITY OF THE OWNER'S CONTRACTED REPRESENTATIVE(S). ALL NON-STRUCTURAL ITEMS, COMPONENTS, TREATED LUMBER – PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 FINISHES, ETC., SHOWN WITHIN THESE PLANS ARE PART OF THE BUILDING PACKAGE, OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE BUT SHALL NOT BE CONSTRUED AS STRUCTURAL ELEMENTS. TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. DIRECTION OF THE LICENSED / REGISTERED ENGINEER . FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" . ♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. Ln ROOF TRUSSES-FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED • O AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT a- N STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 8 P RO'"ED AS NOTED a52 - SIDING PANELS & ROOFING (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME � � w DATE. B.P.# � STEEL WITH AN ADDITIONAL BAKED-ON 70%PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON O FEE:16 BY: z w NOTIFY BUILDIN 1 _L:FARTM- AT z 765 1802 8 AM TC: 1 P%�, FOR THE O EXTERIOR. FOLLOWING INISPEC T IONS: � TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, 1. FOUNDATION - T."gyp REQUIRED CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. FOR POURED CONN-RETE 2. ROUGH - FRMI NSG & PLUi,?BING Z 3. INSULATION GUTTERS -5"K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES 4. FINAL - CONSTR!;C71ON MUST 1 BE COMPLETE' r 1 1 OF THE BUILDING. 2x4WF1 Fl 02/12 ALL CONSTRUCTC J_ c,-.ALL MEET THE REQUIREMENTS OF 1 HE CODES OF NEW Z YORK STATE. NOT RESPONSIBLE FOR ' L1J DESIGN OR CONSTRUCTION ERRORS. \ �J } J'`< T w COMPLY WITH ALL CODES OF w 0 -:» NEW YORK STATE OWN Or `r . o AS REQUIR D AND CONDITIONS ESu ceft SOUTHOLD TOWN ZBA O U `= SOJT:HOLD TOWN PLANNI"IG E0,^,RD W t— f , n NO 'w�u I ,�� TEES lJ J ----..._..._...._ t777- F— O U � moo_ X O gn - OCCUPANCY OR Z USE IS UNLAWFUL c� Z WITHOUT CERTIFICATL w N OF OCCUPANCY 0- W � o RETAIN STORM WATER RUNOFF z PURSUANT TO CHAPTER 236 OF THE TOWN CODE, CURRENT LUMBER SPECIFICATIONS (06-01-2013) SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO.2 SPF 1313 PSI 2x4 NO. 1 SYP 1500 PS 2x4 2100f MSR SPF 2100 PSI 2x6 NO.2 SPF 1138 PSI 2x6 NO. 1 SYP 1350 PSI 2x6 2100f MSR SPF 2100 PSI DO NOT PROCEED WITH�'.,,.x"��P'?G UNTIL 2X6 2400 MSR SYP 2400 PSI FRr SURVEY, , 2x8 NO. 1 SYP 1250 PSI SOF FOUNDATION LOCATION 2x8 2400 MSR SYP 2400 PSI HAS SECEN APPROVED. 2x10 NO. 1 SYP 1050 PSI 2x10 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1000 PSI uf1 COnihe 2x12 2250f MSR SYP 2250 PSI DRAWN BY. MILICH 1 1/2"xl 6" LAMINATED VENEER LUMBER 2800 PSI 3 1/2"x 15" GLU-LAM 1650 PSI /� DA TE. 8/3/2020 5 1/4"x 16 1/2" GLU-LAM 2400 PSI !`ill exCterior lighting CHECKED BY.- JMM 5 1/4"x 19 1/2" 1 GLU-LAM 2400 PSI installed,replaced or J1 DATE: 8/6/2020 BUILDING DESIGN CRITERIA repaired shall conform t,;� I c:�f USE GROUP U to Chapter 172 REVISED DATE. ---- of the Town Code REVISED DA TE, — CONSTRUCTON TYPE VB SHEET INDEX RISK CATEGORY I REVISED DATE.' --- SHEET# DESCRIPTION BUILDING AREA 4584 SQ. FT. REVISED DATE. ---- ROOF SNOW LOAD * 20 PSF G1 OF G1 SPECIFICATIONS &SHEET INDEX GROUND SNOW LOAD 20 PSF WIND SPEED(VULT) 130 MPH 'Df NEIL SF1 OF SF1 FOUNDATION PLAN &SECTIONS WIND SPEED(VASO) 101 MPH I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS � rQ BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT AS1 OF ASI ANCHOR/COLUMN SOCKET PLAN &SCHEDULE SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED S1 OF S8 COLUMN PLAN PROFESSIONAL ENGINEER. Digitally signed by Cory 14!"� '' fi' 4 S2 OF S8 TRUSS/BRACING PLAN & DETAILS *ROOF SNOW LOAD CALCULATIONS Byrd r5 Date:2020.08.1415:29:21 S3 OF S8 TRUSS DRAWINGS & PORCH FRAME DRAWINGS Pf = 0.7 x Ce x I x Pg x Ct -05'00' (`(} Oi✓b:b Ce = IMO EXPOSURE FACTOR = 1.0 CORY MICHAEL BYRD, P.E. S4 OF S8 ELEVATIONS I = IMPORTANCE FACTOR = 0.8 �, ES51a " S5 OF S8 SECTIONS & DETAILS Pg = GROUND SNOW LOAD = 20 PSF cory.byrd@allieddesignoes.com S6 OF S8 SECTIONS & DETAILS Ps = 20 PSF MIN. (PER CITY REQUIREMENTS) DATE: REG.# S7 OF S8 SECTIONS S S8 OF S8 DETAILS CALE.•AS NOTED SHEET NO. G1 OF G1 FOUNDATION PLAN DIMENSION OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 4 114" JOB NO. 2 (2) 1/2"x10" PLATED ANCHOR BOLTS 1.) NO SITE PREP WORK OR BUILDING CONSTRUCTION SHALL BE PERFORMED PRIOR 128-099180 I TO THE ENGINEER OF RECORD REVIEWING THE GEOTECH REPORT AND GIVING FOUNDATION PLAN DIMENSION NOTICE TO PROCEED, OR REVISING THESE DRAWINGS. BEFORE! PROCEEDING WITH THE WORK,THE CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE EXISTING 24"MAX. SOIL CONDITIONS AND THE SITE PREPARATION/CONSTRUCTIONI CONSIDERATIONS 4 114" a 2'-0., (2) 1/2"x 10" PLATED ANCHOR BOLTS04 STATED IN THE GEOTECHNICAL REPORT. 04 00 00 C7 Lo oN d 4'-10"MIN. FINISH GRADE : ;.d d 2.) WHEN REQUIRED, PER THE GEOTECHNICAL REPORT, THE CONTRACTOR SHALL o i�13'-10 1/2" 20'-3" M 7-7 7/8" d- 8" MAX. ( EE E # COMMISSION A GEOTECHNICAL ENGINEER TO OBSERVE EXPOSED SOIL r S NOT 4) CONDITIONS AND ANY SOIL REMEDIATION WORK, EVALUATE IF EXCAVATIONS 10 FINISH GRADE 4"CONCRETE FLOOR EXTEND TO THE ANTICIPATED SOILS, AND IF ENGINEERED SELECT STR 3-5 1/4 2'-9 3/8" 2'-10' MIN. COMPACTED GRANULAR BASE :•. 2'-10" (SEE NOTE #4) (SEE NOTE #3) UCTRUAL) FILL MEET THE REQUIREMENTS FOR TYPE AND COMPACTION. D E 2 1/2 R-10 PERIMETER INSULATION 2 1/2 SF1 SF1 10"CONCRETE FOUNDATION WALL 3.) THE CONCRETE SLAB SUBBASE SHALL CONSIST OF A SUITABLE GRANULAR 1 1 MIN. HORIZONTAL REINF. #4 REBARS, MATERIAL OR ENGINEERED (SELECT STRUCTURAL) FILL AT A DEPTH AND 4O -O 1 AT 2" FROM TOP, 1 AT 2" FROM BOTTOM • � COMPACTION DETERMINED BY THE GEOTECHNICAL ENGINEER., THE SUBBASE 4 " • — OHD NOT . •• ;.. 10" 3„ rt:a :a &SO NO BARS ARE MORE THAN 12"APART 10 3„ �! SHALL REST ON UNDISTURBED, SUITABLE SOIL (AS DETERMINED BY THE MIN. VERTICAL REINF. #4 REBARS @ 16"O.C. GEOTECHNICAL ENGINEER), OR COMPACTED ENGINEERED (SELECT STRUCTURAL) 20" SET IN FTG.STD 90 DEG HOOK 20" FILL TO A DEPTH DETERMINED SUITABLE BY THE GEOTECHNICAL ENGINEER. TYPICAL FOOTING w! (2)#5 REBARS UNLESS SPECIFIED OTHERWISE 4.) FOOTINGS ARE DESIGNED FOR A MAXIMUM ASSUMED SOIL BEARING CAPACITY `a FOUNDATION SECTION A FOUNDATION SECTION B OF 2000 PSF SOIL, BEARING ON SUITABLE SOIL, AND CONTINGENT UPON THE DISCOVERIES AND RECOMMENDATIONS STATED IN THE GEOTECHNICAL REPORT. �o SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" FOOTING EXCAVATIONS SHALL EXTEND TO A MINIMUM OF THE PLANNED FOOTING CL BASE ELEVATIONS. IF UNSUITABLE BEARING SOILS ARE ENCOUNTERED AT THE PLANNED FOOTING BASE ELEVATIONS THEN EXCAVATIONS SHOULD EXTEND LuLu B 625 DEEPER (TO A DEPTH DETERMINED BY THE GEOTECHNICAL ENGINEER) AND BACKFILLED WITH COMPACTED STRUCTURAL FILL OR LEAN CONCRETE BACKFILL. Q D o SFl Z 0 0/ w 5.) NO FOUNDATIONS SHALL BE PLACED ON OR AGAINST SOFT SUBGRADES C p O FOUNDATION PLAN DIMENSION 2x3 JAMB CONTAINING FREE WATER, ICE OR FROST. v COLUMN OVERHEAD DOOR Q o 1- -1 OO 4 114" 6.) DUE TO THE POTENTIAL FOR VERTICAL MOVEMENT OF ANY EXPANSIVE SOILS 7 o cr) Lo �' (2) 1/2"x10" PLATED ANCHOR BOLTS 2x6 TRACK BLOCK ENCOUNTERED DURING EXCAVATION,THE CONTRACTOR AND OWNER SHALL Z 2" N o 1O N -1 I CONSULT WITH THE GEOTECHNICAL ENGINEER FOR RECOMMENDATIONS (BOTH r-b 1/4 o SLOPE GRADE AWAY FROM " PER FOOT SLOPE 10'-0" , 12'-9 3/8" 31'-9 3/8" APPROACH A MINIMUM OF 14., DURING AND AFTER CONSTRUCTION),TO REDUCE THE POTENTIAL OF MOVEMENT Lu 1 4"CONCRETE FLOOR FOR THE TYPE OF FOUNDATIONS SHOWN IN THESE PLANS. THE ENGINEER OF 1/4"PER FOOT SLOPE FOR A O 1 1 1 V-6' 4„ 6" 3'-5 1/4" 2,-0„ a' MINIMUM DISTANCE OF 5'-0" 1" 1/2" LIP RECORD SHALL BE NOTIFIED OF ANY ALTERATIONS TO THE FOUNDATION DESIGN. z F C — — — — SFl SF1 SFl 7.) WHERE EXPANSIVE SOILS ARE ENCOUNTERED DURING CONSTRUCTION, W I SEE NOTE #1 1 a OVEREXCAVATION MAY BE REQUIRED BY THE GEOTECHNICAL ENGINEER TO 0'-01, 4'-10" MIN. - 0'-0" OHD N r H " . CREATE A MINIMUM SEPARATION (DETERMINED BY THE GEOTECHNICAL ENGINEER) � ' (SEE NOTE #4) x�:I�.U BETWEEN THE BOTTOM OF SLABS AND FOUNDATIONS AND THE EXPANSIVE SOILS. Q COMPACTED GRANULAR BASE THE OVEREXCAVATED EXPANSIVE SOILS SHALL BE REPLACED WITH SUITABLE 0 2'-10" (SEE NOTE #3) COMPACTED AND TESTED, NON-EXPANSIVE SELECT COHESIVE FILL OR LL U-SHAPED COLUMN SOCKETc W U b WELL-GRADED GANULAR MATERIAL OR OTHER MATERIALS APPROVED BY THE #4 CONT. REBAR GEOTECHNIAL ENGINEER. u ry Z) 10„ ° ° 8.) ALL UTILITY PENETRATIONS SHALL BE PROPERLY SLEEVED TO ALLOW FOR VERTICAL O U to !! a, •I MOVEMENT. ULITILITIES PENETRATIONS SHALL BE LOCATED NO CLOSER w �o • , THAN 6"ABOVE THE TOP OF FOOTING. ADDITIONAL REBAR SHALL BE PLACED U .i 16'-0" 20 AROUND PENETRATIONS PER THE STANDARD DETAILS. F-�--� O � SH 9.) CONCRETE FLOOR SPECIFICATIONS & NOTES: = p FOUNDATION SECTION C U O O O o o FOUNDATION SECTION D a. 4000 PSI, 5 1/2 BAG MIX CONCRETE. p N D 0 o r SCALE: 1/2"= 1'-0" b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM Q� SH SCALE: I"= l'-0" DISTANCE OF 10' PLUS OVERHANG WIDTH. x0 26'-0" c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A 7 00 COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. 0 31'-0" 4"CONCRETE FLOOR e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A LjLj = o COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE Q ix ;o c STRENGTH OF 25 PSI a SLOPE GRADE AWAY FROM APPROACH A MINIMUM OF ° 10.) CONCRETE FOUNDATION SPECIFICATIONS & NOTES: 1 1 1 0 114"PER FOOT SLOPE FORA 4"CONCRETE FLOOR MINIMUM DISTANCE OF 5'-0" _J 421-0" 42'-0" a. CONCRETE & REINFORCING BAR SPECIFICATIONS: _J 2'-0" ° COMPACTED 4000 PSI, 5 1/2 MIX GRANULAR BASE - GRADE 60, DEFORMED REINFORCING BARS Z E A I I a � (SEE NOTE #3) SFl SFl ° b. VERTICAL REINFORCING (UNLESS OTHERWISE NOTED ON DRAWINGS): 4"CONCRETE FLOOR #4 CONT. REBAR - HOOK VERTICAL REINFORCING 10" MINIMUM IN FOOTING 26'-9 1/8" 6'-5 3/4" 26'-9 1/8" - SPLICE LENGTHS SHALL BE 24" MINIMUM. ° COMPACTED GRANULAR BASE - COVER SHALL BE 2" FROM FACE OF WALL o co � O Q (SEE NOTE#3) d c. HORIZONTAL REINFORCING (UNLESS OTHERWISE NOTED ON o a N #4 CONT. REBAR DRAWINGS): N M 0 - REINFORCING SHALL BE CONTINUOUS OR PROPERLY SPLICED No AROUND ALL CORNERS SPLICE LENGTHS SHALL BE 24" MINIMUM COMPACTED FOUNDATION PLAN 1 �L. GRANULAR BASE(SEE NOTE #3) 11.) NOTCH WALL DOUBLE THE THICKNESS OF THE INTERIOR FLOOR PLUS THE HEIGHT OF THE WALL ABOVE THE FLOOR (IF APPLICABLE). NOTCH WALL 8" DEEP AT DOOR SCALE: 2' 8 FOUNDATION SECTION E FOUNDATION SECTION F OPENING. 1 4' 16' SCALE: 1"= 1'-0" SCALE: I"= 1'-0" DRAWN BY.• MILICH DA TE.- 8/3/2020 CHECKED BY. JMM DATE: 8/6/2020 REVISED DA TE.- ---- REVISED DA TE.- REVISED DA TE.- --- REVISED DATE.• -- 0�-f' �jJUG.t� V SCALE.•AS NOTED SHEET NO. SH OFSFl OFFICE.• CUTCHOGUE, NY JOB NO. 128-099180 .�� 04 N 1` O O� Oi i 0 7'-10 1/2" 5'-10 1/2" 20'-3" M5'-10 1/2" 7-10 1/7' I I 40'-0" 11 40 -0 I ° o 0 0 0 0 o I ( o 32'-1 1/2" — I Q 0 — 32'-1 1/2" • o o bo �o 1010 24'-1 1/2" – I – 24'-1 1/2" Q_ OZ bo zo w Z 16'-1 1/2" – I -�— – 16'-1 1/2" O bo o I I b V I c z 8'-1 1/2" — 4'-6 3/ ' 0 02 8'-1 1/2" Lu 1 U-3 1 6-3 3/4" I ( 0 z bo co W ry E r= QZ 10 10 6'-10 1/2" \ / 0 6-10 1/7' Lu O -� o 0 _: 10'-10 1/2" \ / ^ O U ui — 13'-10 1/2"\ / �15'-10 1/2' V Lu 1 Z N o04 U iV X 25'-10 1/2" m 0 — 27'-10 1/2" rz Q 30'-10 1/2" o ( o o I � Z LU 34'-10 1/2" 34'-10 1/2" 0 Lu Lu � 04 Q N W � o 0 0 0 0 0 0 0 0 0 0 0 10 l 41 '-9" _ _ _ _ _ _ _ _ _ _ _ 41 '-9" J C14 (ABOVE) (ABOVE) /(ABOVE) (ABOVE) (ABOVE)\ (ABOVE) (ABOVE) li \ I 0 0 I 17-11" 7-11 1/2" 8'-0" 7-11 1/2" 17-11" O (V N O r � � M N I I I I I ( I I I 7'-4 1/2" LN-6 3/4" 4'-11 114" 5-0" 4'-0" 8'-0" 4'-0" 5-0" 5-0" 4'-6" 7'-4 1/2" 04 DRAWN BY.• MILICH o\ \ \ \ \ \\ \ \ \� DA TE. 8/3/2020 o 0 0 0 0 0 0 _ 1 ANCHOR SCHEDULE COLUMN SOCKET SCHEDULE CHECKED BY. JMM �O N N M rin y) v v Lo L0 KEY ANCHOR DESCRIPTION ANCHOR EMBEDMENT SOCKET DESCRIPTION MBI ITEM # QUANTITY DATE. 8/6/2020 I I I 0 (2) 1/2" DIAMETER x 10" PLATED ANCHOR ROD g„ 72M INTERMEDIATE SOCKET (12"TALL SOCKET 20603200001 28 REVISED DA TE: -- WITH (2) 2 1/2"SQUARE HOLES) I II I I I I 73M JAMB/CORNER SOCKET (12"TALL SOCKET REVISED DATE. ---- 2'-11 114' B (1) 1/2"Q� HAS RODS WITH HILT[ HIT-HY 200 ADHESIVE 4 1/4"HAS ROD 8.8" FOR WITH (1) 2 1/2"SQUARE HOLE & (l) 5/8" 20603300001 13 REVISED DA TE ---- 10'-8 114" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6' 7'-4 1/2" 0 & (1) 1/2"DIAMETER x 10" PLATED ANCHOR ROD 10" PLATED ANCHOR ROD DIAMETER HOLE) CUSTOM INTERMEDIATE SOCKET (12"TALL REVISED DATE. -- © (2) 5/8"0 HAS RODS WITH HILTI HIT-HY 200 ADHESIVE 10" 23642200001 2 o \ \ 04 \ \ \ \ SOCKET WITH (2) 7/8"O HOLES) p01 �) o v o ov _ CUSTOM JAMB SOCKET (12"TALL SOCKET WITH iv NDQ (2) 5/8"O HAS RODS WITH HILT[ HIT-HY 200 ADHESIVE 10" 23640000001 2 v 04 N cl) v ,r) (2) 7/8"Q3 HOLES) -SHAPED SOCKET (12"TALL 0 (2) 1/2"QS HAS RODS WITH HILT[ HIT-HY 200 ADHESIVE 4 1/4" 126M STANDARD U20604800001 1 SOCKET WITH (2) 3/4" DIAMETER HOLES) uj ANCHOR/COLUMN SOCKET PLAN SCALE.AS NOTED SHEET NO. AS 1 OF AS 1 OFFICE. CUTCHOGUE, NY JOB NO. 128-099180 04 r - O O � p i co 12'-0" 0 7-10 1/2" 5'-10 1/2" 20'-3" 5'-10 1/2" 7-10 1/2' 1'-0"NON-VENTED ENDWALL OVERHANGS ( I 1'-0"VENTED SIDEWALL OVERHANGS 40'-0" a 40'-0" N I O2 ( N 0 K o IS6 I 32'-1 1/2" — ( 32'-1 1/2" D o S5 o I I Q C6 a_ I I a 24'-1 1/2" — — 24'-1 1/2" a_ C � � oO SS I Q M Co Z Q/ w Z 16'-1 1/2" — I -- — 16-1 1/2" O CL o C� 0 7 I I bo � 8'-1 1/2" — 4'-6 3/ — 8'-1 1/2" Lu 1 W iN 6'-3 3/4" N 7 r 1 2 I 3 Eo S8 S8 S8 bo W 01-01, � ;:::: Q O I H LL! . ... ,o 10 6'-101/2' W — \ / 6'-101/2" 0 O \ / - I o F— 't _ W U E u 15'-10 1/2" W Z S6 O S7 0 = O O O O I o U N (ABOVE) (ABOVE) 0 (1-000o CN X I 25-10 1/2" m S7 7 O — 27'-10 1/2" V � 30'-10 1/2" I o C? B �� Z v I S5 F I 1 1 1 = N 34'-10 1/2" S6 ) 4z- 34'-10 1/2" Q Lu Lu A G G N - o S5 S7 S7 0 W o `0 I s © 0 0 0 s I `o 41 ,_9„ o © © 41 ,_9„ o — — N (ABOVE) (ABOVE) /(ABOVE) (ABOVE) (ABOVE)\ IAB J (AB®EJ 1'-0"NON-VENTED ENDWALL OVERHANGS Z I ;o 18"M 1 'M \ 18"M ❑ ❑ 18'M 1'-0"VENTED SIDEWALL OVERHANGS rF-0"PORCH OVERHANGS I i PORCH COLUMN 17-11" 7-1 1 1/2" 8'-0" 7-1 l 1/2" 17-11" LOCATION DIMENSIONS I 1[ 11 O 04 (N - O Lo co N I I I I I I I I I I I SOUTH SIDEWALL COLUMN 7'-4 1/2" 4'-6 3/4" 4'-1 1 1/4" 5'-0" 4'-0" 8'-0" N-0" 5'-0" 5'-0" 4'-6" 7'-4 1/2" LOCATION DIMENSIONS O CN v (V CN CN (V CN CN CN CV DRAWN BY. MILICH o o 0 0 0 0 0 0 COLUMN PLAN LEGEND DA TE., 8/3/2020 ❑ - 3-2x6 LAMINATED COLUMN LOCATION CHECKED BY: JMM B - 3-2x8 LAMINATED COLUMN LOCATION DATE: 8/6/2020 O (V N M � v � � Lr) 9 - 3-2x8 LAMINATED COLUMN LOCATION WITH (1) ADDITIONAL LAMINATE 3-2x8 LAMINATED COLUMN LOCATION WITH (2) ADDITIONAL LAMINATES REVISED DA TE: -- ■ - HEADERED TRUSS LOCATION REVISED DA TE: --- I I 1 I 1 I I - 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, IN SWING, LEFT HINGE 1'-3" 2'-11 1/4" WITH LOCKSET NORTH SIDEWALL COLUMN 10'-8 1/4" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" REVISED DA TE: --- - 6068 6 PANEL FIBERSTEEL WALKDOOR, IN SWING WITH LOCKSET LOCATION DIMENSIONS F31 - 3068 6 PANEL FIBERSTEEL WALKDOOR, IN SWING, RIGHT HINGE REVISED DATE: --- WITH LOCKSET C? - (8) 3'1"x4'5" PCD3753 VENT PELLA PROLINE DOUBLE 'HUNG WINDOWS o o v 0 v o v _ 6 - (7) 3'1"x4'5" PCD3753 VENT PELLA PROLINE DOUBLE HUNG WINDOWS N 7 N - (2) 10'-2"x10'-1"OVERHEAD DOORS ,��pS' PdEjyr N N M Lo Q - (2) 20'-2"x14'-1"OVERHEAD DOORS - (2) 8'-0"x6'-6" NON-FUNCTIONAL DOUBLE SLIDING DIAMOND"M" LOFT t, DOORS WITH CROSSBUCKS _ COLUMN PLAN - (2) 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA WITH 'M' 30"WEATHERVANE * b� - (2) 30x30 ATTIC ACCESS PANELS (VERIFY LOCATIONS) M `" - SNOW RETAINERS s 2 8' SCALE: I - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS 1' 4' 16' PERIMETER SEAL PACKAGE (COMPLETE BUILDING) s0 - 7/16"OSB SHEARWALL LOCATION (SEE DETAILS ON SHEET S8) 18"M - 18" DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED SCALE.AS NOTED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM SHEET NO. OF LOWER COLUMN IN ONE OPERATION. Sl OF S8 OFFICE.• CUTCHOGUE, NY 1) JOB NO.1 TQ 4.2'WIDE 12$-099180 60d R.S. NAIL (ZONE 2 &3) n u u I u 20 GA. GALVANIZED TOP CHORD o PURLIN CONNECTOR OF TRUSS 2x4 PURLINS @ 23"O.C. 0•a o� - INDICATES PURLINS TO BE FASTENED �' •` ` w/HEADLOK .19"x 6.0" FLATHEAD o LAG SCREW, ALL OTHER PURLINS TO _ 40,_x„ (1) #9x1"HWH SCREW ON PEAK SIDE AND BE FASTENED w/60d R.S. NAIL t`oNs (2) #9xl"HWH SCREWS ON EAVE SIDE OF C ( 7 �I D I I I I I \ PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) S2 S2 I I I I I o (ZONE 1&3) t�Jss pN I I �i I� I� 'Iq> 32'-1 1/2' 2x4 BUTTED PURLIN DETAIL 6 (PURLIN CONNECTED WITH 60D R.S. NAIL) a°�N o SCALE: 1 1/2"= 1'-0" U I I ' r 42' WIDE BUILDING PURLIN LAYOUT _ II SCALE: 3/8"= V-0" I 6 I O O = I Z HEADLOK .19"x6.0"FLATHEAD LAG SCREW Z (ICC-ES REPORT ESR-1078) 1DE O -�— - 16'-1 1/2" (ZON 2&3 V s 2x4 PURLIN (-D I o O O O 0o 11''TO z 4'-6 3/ ' j 8'-1 1/2" 2x4 PURLINS @ 23"O.C. 1 1-i 6 II 6-3 3/4" N EI Z I ( � Gpt`�N5 O - INDICATES PURLINS TO BE FASTENED Rio w/HEADLOK .19 x 6.0" FLATHEAD OTHERLli LAG SCREW, ALL BE FASTENED w/60dR SINS TO NAIL 0'-0" 20 GA. GALVANIZED TOP CHORD o PURLIN CONNECTOR 4.0'WIDE OF TRUSS �Nt�RM r (ZONE 2&3) QotN < Z L i I w _-_ I I (1) #9x1 HWH SCREW ON PEAK SIDE AND 48' WIDE BUILDING PURLIN LAYOUT ry SCALE: 3/8 1'-0 O Q O I (2) #9x1" HWH SCREWS ON EAVE SIDE OF "= " W F— to PURLIN IN HOLES SHOWN (JOINT MUST BE ( � U `o TIGHT BEFORE FASTENING CLIPS) v 1 1 1 J E— O 2x4 BUTTED PURLIN DETAIL Z o 3 ............. ........................ .. I U .. ........................ ................. .......... ............................ ............................ ............................ ............................ ............... (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) - - -- - - -- - - - - - - ® ® SCALE: 1 1/2'= 1'-0"Lz to o I Qo o o I (.D B C/� Z 1 1 1 = I 3 0Lu ........... ........... ............................ ............................ ............................ ............................ ......................... S2 W I - - o o - - I (3) 4"STRUCTURAL SCREWS Q `n ' z i '0 ' > > ' z I A TO IN OVERHANG FRAME �� Lu 1 2x4 BEV. PURLINin _J — A TOE NAIL OVERHANG r�• I —� 60d R.S. ii RAFTER TO OVERHANG I • . I Z a e � I NAIL li NAILER WITH (2) 20d I • I • I R.S. NAIL EACH SIDE p �� 42' -2x10 (NO.1 SYP) CH 55 20 GA.GALVANIZED I END RAFTER ASSEMBLY 00 CH55 o PURLIN CONNECTOR I I B��OF TR \ \ I "STRUCTURAL SCREWS PER CONNECTION 7'-1 1 1/2" 8'-0" 7'-1 1 1/2" � °' •` ` � I 42'-2x10 (NO.1 SYP) 2-2x8 END COLUMN EXTENSION END RAFTER ASSEMBLY o iv iv = OVERHANG OR UPRIGHT ASSEMBLY NAILED �--- 0 1 xl WH W FRAME TO END RAFTER ASSEMBLY AS SIDE AND (2) ON EAVE SIDE IN (7) 4"STRUCTURAL SCREWS SHOWN AND TO EACH HOLES SHOWN. (JOINT MUST BE 2x6 OVERHANG NAILER DETAIL L B INTERSECTING WEB. FASTENI TO (y) TIGHT BEFORE FASTENING CLIPS) SCALE: 1 1/2"= V-0" HEADER AND FRAMING MEMBER CV 2x4 TRUSS TIE DETAIL 3-2x8 CORNER COLUMN EACH( ICH(2) 16d R.S. NAILS INTO END COLUMN EXTENSION SCALE: 1/2"= V-0" MEMBER OR UPRIGHT. I I I 2'-1 1 1/4" I I I 1 I DETAIL A SCALE: 1 1/2"= 1'-0" 7'-4 1/2" L4'-6 3/4" 7-6" 7'-6" 7-6" 7-6" 7-6" 7'-4 1/2" o N 'v i� N iv N N N DRAWN BY.' MILICH ' 011 o DA TE.' 8/3/2020 CHECKED BY.* J MM v NN c� L (3) 4"STRUCTURAL SCREWS IN OVERHANG FRAME DATE: 8/6/2020 2x4 BEV. PURLIN REVISED DA TE.' — TRUSS/BRACING PLAN TOE NAIL OVERHANG \\ REVISED DATE.- -- 2' 8' RAFTER TO OVERHANG REVISED DATE. - SCALE: NAILER WITH (2) 20d -- R.S. NAIL EACH SIDE I -f , REVISED DATE.• --- 1' 4' 16' 141 j• I • I . I . I I • I • I I I � I • I 48'- 2x10 (NO.1 SYP) �F,o� ��}• • I END RAFTER ASSEMBLY 48'- 2x10 (NO.1 SYP) TRUSS/BRACING PLAN LEGEND OVERHANG END RAFTER ASSEMBLY (8) 4"STRUCTURAL SCREWS FRAME PER CONNECTION I xl x E -42' 4075 S.C.TRUSS 2 -42' END RAFTER ASSEMBLY 2x6 OVERHANG (7) 4"STRUCTURAL SCREWS 2-2x8 END COLUMN EXTENSION s -2x6 FLAT TRUSS TIE CENTERED IN BUILDING NAILER OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS a - 2x6 DIAGONAL END BRACES W/2x4 FLAT STIFFENER SHOWN AND TO EACH (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 3-2x8 CORNER COLUMN INTERSECTING WEB. FASTEN s -2x4 TRUSS TIES TO HEADER AND FRAMING b -48' 2090 R.C.TRUSS DETAIL C DETAIL D MEMBER WITH (2) 16d R.S. 7 -48' END RAFTER ASSEMBLY s - 6' PORCH FRAME SCALE: 1 1/2"= V-0" AL 1 = V-0"' NAILS INTO EACH END SCALE:AS NOTED 9 - 6' PORCH HIP FRAME SHEET NO. COLUMN EXTENSION MEMBER - 2x6 X-BRACE TO SECOND TRUSS OR UPRIGHT. S2 of S8 [OFFICE.• CUTCHOGUE, NY LJOBNO. 128 -0199180 LIVE LOAD 20 PSF 1" LIVE LOAD 20 PSF DEAD LOAD 6 PSF DEAD LOAD 6 PSF 3x5 PL. CEILING LOAD 2 PSF CEILING LOAD 2 PSF 12 TOTAL LOAD 28 PSF 4 ORD 12 3x5 PL. TOTAL LOAD 28 PSF 3 3/9' �2XS SOP CN WEB 2'-9 1/8" 13/16" 2.828 �— 2XgTOP CHORD LUMBER SPECIFICATION: 2'-9 1/8" 3x5 PL. Lower Chord–No. 1 -KD 19 or MSR 2400f-2.0E Southern Pine WEB LUMBER SPECIFICATION: 6 3/4' 2x6 LOWER CHORD Top Chord--MSR 2400f-2.0E Southern Pine � 3x5 PL. Lower Chord--No. 1 -KD 19 or MSR 2400f-2.0E Southern Pine y� 4x5 PL. 4x5 PL. Web Members-No. 1-KD 19 Southern Pine If.' °° p 2x6 LOWER CHORD To Chord--MSR 2400f-2.0E Southern Pine 6'-10 1/2" 4x 4x Web Members--No. 1-KD19 Southern Pine • o_ TRUSS PLATE SPECIFICATION (ICC Evaluation report No.3080): 9'-7 15/16" TRUSS PLATE SPECIFICATION (ICC Evaluation report No.3080): `r ASTM A-653, Grade A 20 Ga.and 18 Ga.where noted, ASTM A-653, Grade A 20 Ga.and 18 Ga.where noted, � 0_ N 6' PORCH FRAME galvanized steel Morton truss plates identified by a hexagon �j� PORCH HIP FRAME galvanized steel Morton truss plates identified by a hexagon � stamped every 1 1/4' along the center of the plate. SCALE: 1/2"= V-0" 6' INT PORCH FRAME (Q343) - 1'OH -4/12 (41924500006) stamped every 1 1/4"along the center of the plate. SCALE: 1/2"= V-0" rj 6' HIP PORCH FRAME (Q353) - 1'OH-4/12 (41925100006) W m OZZ Z r ^ d V z W W z W RLJLJ Z €0 () W p = -:;.0 2x4 (NO. 1 SYP) 'T'STIFFENERS 2x4 (NO. 1 SYP) 'T'STIFFENERS O U W ~ � � UNO 2x4 (NO. 1 SYP) 7'STIFFENERS 2x4 (NO. 1 SYP) 'T"STIFFENERS OO = O TRUSS SPACING 7-6" O.C. U :E 6� LIVELOAD 20 PSF � o A A DEAD LOAD 4 PSF Q X A A CEILING LOAD 2 PSF Q TOTAL LOAD 26 PSF (NO. 1 SYP) WEB Z O 11-8- 12 STIFFENER ON TRUSS WEB & NAIL W/3-1/2"HDG R.S. GUN V A A NAILS OR 16d R.S. NAILS WITHIN 4"OF ENDS & 6"O.C., STAGGERED 1 1 1 A A SECTION A-A O W SCALE: 1 1/2" = V-0" Q vi W 2 J ._J Z 41-9-0 _I 42' S.C. 4075 (41 16) TRUSS SCALE: 3/9'= 1'-0" DRAWNBY. MILICH TRUSS SPACING 8'-0" O.C. DA TE.- 8/3/2020 LIVE LOAD 20 PSF CHECKED BY.* JMM DEAD LOAD 4 PSF - CEILING LOAD 2 PSF DATE: 8/6/2020 TOTAL LOAD 26 PSF REVISED DA TE. -- 9-3-0 - 9-3-0 REVISED DA TE.- --- 41 REVISED DA TE. --- REVISED DA TE.• -- i� 47-9-0 q u 48' R.C. 2090 TRUSS SCALE: 3/9'= V-0" SCALE:AS NOTED SHEET NO. S3 OF S8 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-099180 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 6 LF* 6 LF* VERIFY ALL DOOR, WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE lo OWNER. 2.) *-STITCH SCREW ROOF STEEL LAP RIBS 6 L.F. FROM EAST ENDWALL AND FROM THE TRUSS LOCATED 12 FT. FROM WEST ENDWALL W/ #9x1"S.S.I.D.SCREWS W/ VENT-A-RIDGE WASHERS.SEE SHEET S8 OF S8 FOR DETAILS. 12 4 2 PIECE GABLE TRIM 5"O.G. GUTTERS HI-RIB STEEL SIDING • o T#21 CORNER TRIM 0_ to N T#431 TRANSITION TRIM Q. STONE WAINSCOT rNoll Z I I O 4'-6" I 19'-6" I 24'-0" 5-9 1/2" I 6-2 1/2" f ^ a- CNV Q •o q q I- O Z N O I o / pp LoN L^� r-- W Lu NORTH ELEVATION Z L 4 VENT-A-RIDGE z s. Z 12 12 Lu 6 6 _—_ Z) 5"O.G. GUTTERS U O � U Luo z o HI-RIB STEEL SIDING 12 12 U :E T#21 CORNER TRIM --,"" 4 4 r/ o T#431 TRANSITION TRIMLL X m z O STONE WAINSCOT _ _ _ _ _ _ _ - - - - - - _ _ _ CL - - - LU x Lu 21'-0" 21'-0" 21'-0" I 21'-0" Q vi 0 W 0 o O o O a I _ N WEST ELEVATION � EAST ELEVATION 6 LF* 6 LF* O I O O o � v NO 15-0" 30'-0" 15-0" VENT-A-RIDGE DRAWN BY.• MILICH 5"O.G. GUTTERS DA TE.- 8/3/2020 CHECKED BY., JMM DA TE.- 8/6/2020 HI-RIB STEEL SIDING REVISED DATE., -- T#21 CORNER TRIM REVISED DA TE.- ---- 15-9 1/4" REVISED DA TE., --- (VERIFY) T#431 TRANSITION TRIM REVISED DATE. -- STONE WAINSCOT F NEW I 10'-0" 14'-0" I 6'-0" 14'-0" i 6'-0" I 6-0" 4'-0"' 6-0" 14'-0" I 10'-0" Ce 0 0 0 0 0 0 0 0 0 o O �r 0 0 o o co o v o NO SOUTH ELEVATION SCALE: 2 SCALE:AS NOTED 1' 4' 16' SHEET NO. S4 OF S8 OFFICE.• TCHOGUE, NY JOB NO. 128-099180 60d R.S. NAIL NOTE: ADDL. BUILDING FRAMING OMITTED FOR CLARITY. (3) 4"STRUCTURAL SCREWS A35 FRAMING CLIP FASTENED W/(l 2) #9 X 1 1/2"HWH SCREWS ( 6 EA. LEG) TRUSS V-0"OVERHANG FRAME 2x6 BLOCK @ OH FRAME 2x6 OVERHANG NAILER • o n_ N Op. 09 L1. Qi W an O :� 1 OVERHANG ISOMETRIC Z W C� Z IL0 mFLUOROFLEXTm 1000 HI-RIB STEEL Z 2x4 PURLINS @ 23"O.C. (4) 0.135"'x 2 114"R.W. 1 1 1 ® TRUSS IN COLUMN FLUOROFLEXTM 1000 HI-RIB STEEL NAILS OR 16d R.S. NAILS 1 1 1 SADDLE 7 LAMINATED COLUMN 2x4 PURLINS @ 23"O.C. (4) 0.135"x 2 1/4" R.W. Z 2-PIECE GABLE TRIM NAILS OR 16d R.S. NAILS _ (1) 4"STRUCTURAL SCREW_ 2x6 FASCIA THROUGH STRAP & INTO W T#197 TRIM SOFFIT BRACE S (1) 4"STRUCTURAL SCREW _=_ T"" i i THROUGH STRAP & INTO 12 2' END BRACE STRAP W/ FLUOROFLEXTM 1000 HI-RIB STEEL HI-RIB/SOFFIT CAP TRIM =: .LJ 2x4 FLAT STIFFENER FASTEN PRE-PUNCHED HOLES -:� BRACE W/FILLER STRIP z 2x4 PURLINS @ 23"O.C. (2100 MSR SPF) SOFFIT 4(— TO DIAGONAL BRACE (BEND TC) FIT) FASTENED W/ I— i w :,.. / i 2' END BRACE STRAP W/ 2-2x8 E.C.E. 2x4 TRUSS TIE WITH 16d NAILS @12"O.C. (3) 0.140 x 1 1/2" R.S. NAILS V) .. HI-RIB/SOFFIT CAP TRIM PRE-PUNCHED HOLES i - --- ----- - - - - - - - - - — 2x6 DIAGONAL BRACING W O 12 W/FILLER STRIP �i i (BEND TO FIT) FASTENED W/ �, — — — — — _ INSULATION STOP/AIR DEFLECTOR i i i 48' -2x10 (NO.1 SYP) FASTENED TO COLUMN - 6� (3) 0.140 x 1 1/2" R.S. NAILS ° END RAFTER ASSEMBLY 42'-2x10 (NO.1 SYP) i i W/(4) l 61d R.S. NAILS END RAFTER ASSEMBLY 2x6 DIAGONAL BRACING 48' 2090 R.C. TRUSS 2x4 BEV. PURLIN 48' 2090 R.C. TRUSS O U FASTENED TO COLUMN FILLER STRIP 2x4 FLAT STIFFENER FASTEN W/(4) 16d R.S. NAILS w in 2x6 BEV, FASCIA TO DIAGONAL BRACE 42' 4075 S.C.TRUSS 9" R-30 BLANKET INSULATION WHEN THE" USE A 2x6 FLAT STIFFENER o 2-2x8 E.C.E. ( ) THE DIAGONAGBRATH OCFE Z WITH l bd NAILS @12"O.C. BLACK 4 MIL VAPOR RETARDER 1 1 1 5" O.G. GUTTERS F— p T#144 &T#146 ACOUSTICAL HI-RIB STEEL EXCEEDS 12'. = O FASCIA TRIMS JYSOFFIT 42' 4075 S.C.TRUSS 2x4 TOP BLOCK &T#1 1 HI-RIB/SOFFIT CAP W/FILLER STRIP 9" (R-30) BLANKET INSULATION r"I-000 p 2x6 OVERHANG NAILER BLACK 4 MIL VAPOR RETARDER T#1 1 &T#136 TRIMS INTERIOR HI-RIB STEEL X ACOUSTICAL HI-RIB STEEL O (2) 1/2"x5 1/2"M. BOLTS & 2x4 TOP BLOCK &T#1 1 * USE A 2x6 FLAT STIFFENER Z O (8) 4"STRUCTURAL SCREWS WHEN THE LENGTH OF 6" (R-19) BLANKET INSULATION W/ THE DIAGONAL BRACE 4 MIL VAPOR RETARDER IL 16" DEEP UNFACED FIBERGLASS EXCEEDS 12'. INSULATION UTILIZED AS FIRE INTERIOR HI-RIB STEEL LJLJ O BLOCK 2x4 STRIPPING Q w W 6" (R-19) BLANKET INSULATION W/ a: FLUOROFLEXTM 1000 HI-RIB STEEL 4 MIL VAPOR RETARDER N W/BUILDING WRAP 3-2x8 LAMINATED COLUMN W o - r- _l 2x4 STRIPPING 2x4 STRIPPING @ 24"O.C.TO 8'-0" 16-0" T#167 TRANSITION TRIM >. Z TOP' OF WALL 3-2x8 LAMINATED COLUMN TO HEEL 3/4"T&G PLYWOOD 2x4 VERTICAL BLOCKING @ 24"O.C. 2x4 STRIPPING @ 24"O.C.TO 8'-0" 16-2" T#167 TRANSITION TRIM ( 4 ROWS 2x6 NAILERS (2100 MSR SPF) TOP OF WALL 2x2 VERTICAL BLOCKING TO HEEL 3/4"T&G PLYWOOD AT COLUMN LOCATION 2x4 VERTICAL BLOCKING (9 24"O.C. T#431 TRANSITION TRIM W/ FILLER STRIP ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) 2x6 NOTCHED NAILER (2100 MSR SPF) 5/4x6 NAILER 2x2 VERTICAL BLOCKING CULTURED STONE WAINSCOT♦ AT COLUMN LOCATION 1/2" PLYWOOD PROTECTIVE LINER 5/4x6 NAILER T#431 TRANSITION TRIM W/ FILLER STRIP MORTAR SETTING BED* 8'-0 1/4" 2x6 NOTCHED NAILER (2100 MSR SPF) METAL LATH WITH MORTAR SCRATCH COAT* TOP OF CONCRETE 5/4x6 NAILER BUILDING WRAP FLOOR TO BOTTOM CULTURED STONE WAINSCOT* 12"TALL COLUMN SOCKET W/ (4) 1/2"x6"M. BOLTS & (8) 1/4"x2 1/2" OF 2x4 NAILER 1/2" PLYWOOD PROTECTIVE LINER POWER LAG WASHER HEAD YELLOW ZINC SCREWS 5/4x6 NAILER EMBED VAPOR RETARDER INTO SEALANT TAPE & HOLD IN PLACE MORTAR SETTING BED* W/ 1"xl-1/2" BLOCK NAILED W/2-1/4" R.W. NAILS 16"O.C. METAL LATH WITH MORTAR SCRATCH COAT♦ 2x4 TREATED BASEBOARD W/PRECOMPRESSED ULTRA-SEAL DRAWN BY.• MILICH BUILDING WRAP 1 1/2"xl" BLOCK W/T#1798 BASE TRIM 12' TALL COLUMN SOCKET W/ (4) 1/2"x6" M. BOLTS & (8) 1/4"x2 1/2" a, a DATE. 8/3/2020 POWER LAG WASHER HEAD YELLOW ZINC SCREWS •. • •,• CHECKED BY: JMM EMBED VAPOR RETARDER INTO SEALANT TAPE & HOLD IN PLACE W/ 1"x1-1/2" BLOCK NAILED W/2-1/4" R.W. NAILS 16"O.C. :a 2'-0" :a 2'_p" DATE: 8/6/2020 2x4 TREATED BASEBOARD W/PRECOMPRESSED ULTRA-SEAL REVISED DATE.• ---- . . . .. . . .. . 1 1/2"xl" BLOCK W/T#1798 BASE TRIM REVISED DATE.' REVISED DA TE.• FINISH GRADE 2x8 TREATED BLOCK CENTERED IN BAY FINISH GRADE FINISH GRADE %REVISED DATE.' -- (2) LAYERS . (2) 1/2"xl 0" PLATED ANCHOR BOLTS OF 1 1/2"WIDE :.a. :.a. ' x 6"TALL ••' 2x8 TREATED SPLASHBOARD W/ STYROFOAM PRECOMPRESSED ULTRA-SEAL P��pr Pdl�r0 INSULATION n WEEP SCREED (IF REQUIRED)* d 0`A 11. pyo •Pf •:.. • T#198 TRIM •: . , SIDEWALL SECTION A ENDWALL SECTION B SIDEWALL SECTION C SIDEWALL SECTION D SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= V-0" SCALE. AS NOTED SHEET NO. S5 OF S8 OFFICE.- 2x8 BLOCK WITH 2x6 CUTCHOGUE, NY FASTEN TOP CHORD OF PORCH FRAME TO BUILDING BACKER (SEE DETAIL) JOB NO. 2x6 PURLIN WITH CLIP FASTEN HANGER TO TRUSS W/(4) WITH (8) 16d R.S. NAILS 2x6 BACKER FASTENED WITH 128-099180 ON OPPOSITE END SIMPSON PFD26B 0.148"x 1 1/2"POSITIVE PLACEMENT 16d R.S. NAILS @ 6"O.C. PURLIN HANGER NAILS. (2) IN TOP OF HANGER AND 2x10 NAILER STAGGERED (1) IN FACE OF HANGER BEHIND PURLIN (EACH SIDE) TRIM 3 1/2"OFF OF PORCH 31/21, NAIL EACH PURLIN TO 2x8 NAILER TO LAP PORCH FRAME AFTER FRAME IS OF HIP PORCH HIP FRAME WITH FRAME APPROX. 1 1/2" (3) 16d R.S. NAILS NAILED TO BUILDING (SHADED PORTION) PORCH FRAME PORCH FRAME 4 ' 2x6 PURLIN DI ENSION �� a� FASTEN TRIMMED PORCH a FASTEN LOWER CHORD OF !�><� HIP FRAME TO BUILDING 2x6 PURLIN WITH (10) 4"STRUCTURAL PORCH FRAME TO BUILDING BEVEL CUT EDGE OF SCREWS TOP CHORD WITH 16d R.S. NAILS STAGGERED PORCH HIP FRAME OF PORCH FRAME PORCH AT 4"O.C. PURLIN CONNECTION AT PORCH HIP HEIGHT PORCH HIP FRAME ATTACHMENT TO BUILDING FASTEN PURLIN IN HANGER WITH p PORCH HIP FRAME (4) #9x2 1/2"SDS SCREWS ! 1 2'STRAP EACH SIDE OF PORCH PURLIN SADDLE HANGER DETAIL HIP FRAME FASTENED WITH 0— 1-1/2"R.S. NAILS EACH o SCALE: 1 1/2"= V-0" Lu FLUOROFLEXTM 1000 HI-RIB STEEL D Oz 4' WIDE PANEL 7/16" OSB TOE-NAIL PORCH HIP FRAME TO %000' Z FLUOROFLEXTM 1000 HI-RIB STEEL 42" FLAT STEEL SCREWS EACH SIDE STRUCTURAL O CL 2x4 PURLINS @ 23"O.C. (2100 MSR SPF) 2' WIDE PANEL 7/16"OSB rv^ V 2x4 BLOCKING BETWEEN PURLINS PORCH HIP FRAME ATTACHMENT TO PORCH CORNER �_ 2x4 LEDGER FSTENED W/ 2x10 JACK RAFTER @8'-0"O.C. COLUMN - WITH DIAMOND M HEADER w I Od GUN NAILS @ 3"O.C. FASTENED TO UPRIGHTS W/ 7/16"OSB (12) 4"STRUCTURAL SCREWS AleZ 3-2x6 UPRIGHTS FASTENED TO TOP CHORD 48' 2090 R.C.TRUSS WITH TOP CHORD W �' OF TRUSS W/(12) 4"STRUCTURAL SCREWS - - FASTENED TO UPRIGHTS W/ (6 PER SIDE) (12) 4"STRUCTURAL SCREWS kLi�._.. rl 2x4 PURLINS @ 23"O.C. > 1 1 2x4 STRIPPING BETWEEN TRUSS WEBS (2100 MSR SPF) SEE HEADER SECTION G ON SHEET S6 FOR DETAILS :_.F. 2-2x8 UPRIGHTSW UO -:':_--"':-:1.y 0 48' 2090 R.C.TRUSS 12 , ^ '..� i U 6 u U 2x4 TOP BLOCK ry D O " ;c 3-2x6 LAMINATED COLUMN Lu I — T#136 &T#1 1 TRIMS 42' 4075 S.C.TRUSS 42' 4075 S.C.TRUSS = 0 SIMPSON A35 FRAMING CLIP U 2x10 NAILER ATTACH TO COLUMN EACH SIDE WITH SLOT DOWN. (2) 1/2"x7 1/2"M. BOLTS & WITH (6) 4"STRUCTURAL SCREWS ATTACH EACH TO PORCH FRAME (8] 60d R.S. NAILS WITH (6) #9 x 1-1/2" HWH SCREWS xO AND TO 2x6 BLOCK & 2x10 NAILER m WITH (6) #9 x 1-1/2" HWH SCREWS rZ O V � c O INTERIOR HI-RIB STEEL 2x10 NAILER FASTENED W/(6) 4"STRUCTURAL SCREWS T#6 &T#167 TRIMS & FILLER STRIP w IL I 1/2"xl 7/16"x4 1/2" FRAMING CLIPS Q 2x6 ADDITIONAL PURLIN o 2x4 STRIPPING 7/16 OSB SHEATHING & 15# ROOFING FELT 2x6 BLOCK BETWEEN 2x10 NAILER 1 1 1 0 6' PORCH FRAME AND 2x10 HEADER. FASTEN TO 2x6 PURLINS W/PF HANGERS @ 22"O.C. COLUMN WITH (4) 4"STRUCTURAL ;o 1/21/2"M. BOLT & (2100 MSR SYP) SCREWS. Z "x5 •° BUILDING WRAP USP JH2O JOIST HANGER. ATTACH (6) 4"STRUCTURAL SCREWS 12 TO PORCH FRAME WITH (6) .148" T#527 DIA.x 2-7/8" l Od GALVANIZED 4 2x6 BLOCK ( ) 2x4 STRIPPING @ 24"O.C.TO 8'-0" 2x6 BEV. FASCIA 2-7 1/8 POLE NAILS AND TO 2x10 HEADER T#144/146 TRIMS BUILDING WRAP 2x12 HEADER WITH (2) #9 x 1-1/2"' HWH SCREWS & 5"O.G. GUTTER (12) 0.148"DIA.x 1-1/2"TC POSITIVE PLACEMENT GUN NAILS. 3/4"T&G PLYWOOD 2x4 SOFFIT (2) 2x4 SOFFIT SUPPORTS SOFFIT SUPPORTS USP JH2O JOIST HANGER PORCH FRAME ATTACHED AT A COLUMN (2) 1x8 & (1) 1x6 HI-RIB/SOFFIT CAP AZEK BOARDS W/FILLER STRIP 2x4 VERTICAL BLOCKING @ 24"O.C. 10"SQUARE 2x12 HEADER (NO. 1 SYP) COLUMNS FASTENED W/(10) 4" STRUCTURAL SCREWS 8' 0" 3-2x6 LAMINATED COLUMN 7-9" TOP OF CONCRETE TOP OF CONCRETE FLOOR IN MAIN BUILDING FLOOR IN MAIN BUILDING TO BOTTOM OF 6'-1 1/2" TO BOTTOM PORCH FRAME OF HEADER DRAWN BY. MILICH DA TE: 8/3/2020 s CHECKED BY: JMM (20) 1/4"x 2 1/2" POWER LAG PRECAST CONCRETE COLUMN LOWER COLUMN DA TE. 8/6/2020 WASHER HEAD YELLOW ZINC — SCREWS INSTALLATION REVISED DA TE. ---- 8„ 3/4"ADJUSTMENT ROD REVISED DATE: --- WITH BASE PLATE 1. INSTALL PRECAST CONCRETE REVISED DATE. -- COLUMN W/ADJUSTMENT ROD & • ;; UNDISTURBED SOIL .�;'��:+. BASE PLATE IN THE AUGERED REVISED DATE. -- a HOLE. MFS PRE-CAST CONCRETE :';:;' £' 2. PLUMB PRECAST CONCRETE �a -0" :7. 4' COLUMN COLUMN IN BOTH DIRECTIONSV ;,. 3. ADJUST HEIGHT UP OR DOWN Gj� 4rs`l 1�• Bye, �Pfi WITH ADJUSTMENT HEX ROD �.° •: .a. 4. POUR READI-MIX CONCRETE INTO 61 e ° THE HOLE AS SPECIFIED. c r 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 18"0 5. BACKFILL AND COMPACT THE U=" � 20" BELOW BOTTOM OF PRECAST CONCRETE ANNULAR SPACE AROUND THE COLUMN AROUND EXPOSED REBAR CAGE LOWER COLUMN COLUMN TO GRADE WITH SOIL AND 3/4"x14"THREADED ROD WITH AN ISOMETRIC AUGERED FROM THE SITE. ADDITIONAL MINIMUM I"ABOVE BOTTOM 6' PORCHSECTION F OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND OM VALLEY CONNECTION SECTION E OFF LOWER COLUMN IN ONEOVE OP ROATION. SCALE: 1/2"= 1'-0" SCALE.'AS NOTED SHEET NO. SCALE: 1/2"= 1'-0" S 6 of S8 OFFICE: CUTCHOGUE, NY JOB NO. FASTEN TRUSS HEEL WITH (1) 4"STRUCTURAL SCREW EACH SIDE 128-099180 STANDARD NUMBER OF 4" OF COLUMN SADDLE 12 CUT TRUSS HEEL BACK BY WIDTH OF STRUCTURAL SCREWS PER SIDE ALIGN 50M BASE ANGLE WITH EDGE OF (3) 2x12 (2) 60d R.S. NAILS IN 6� BEAM PLUS 1 i4" FOR TRUSS HANGER & (2) 1/2"x5-1/2"M. BOLTS BEAM & BOLT THROUGH OVERHANG RAFTERS & OVERHANG TRUSS WITH (1) 1/2"x5 1/2"M. BOLT (1/2" FLAT WASHER ON BACK SIDE ONLY). NO 2x4 PURLIN CUT TO FIT BETWEEN 6 FASTEN 200L TRUSS HANGER TO FASTENERS ARE REQUIRED DOWN INTO BEAM. OVERHANG FRAMES BEAM WITH (8) 4"STRUCTURAL SCREWS ALIGN 50M BASE ANGLE WITH EDGE OF (3) 2x12 BEAM (PLACE NAILS IN ALL HOLES PROVIDED). & BOLT THROUGH COLUMN &TRUSS WITH(1) 1/2"X5 1/2" M. BOLT (1/2" FLAT WASHER ON BACK SIDE ONLY). 4 NO FASTENERS ARE REQUIRED DOWN INTO BEAM (3) 2x12 HEADER SADDLE BLOCK I (NO. 1 SYP) CUT TREATED LAMINATE (3) 2x12 HEADER 200L TRUSS HANGER OFF AT BEAM SUPPORT W/(8) 1 1/2"R.S. NAILS 42' 4075 S.C.TRUSS TRUSS (NO. 1 SYP) INSIDE VIEW (3) 2x12 HEADERS (NO. 1 SYP) 200L TRUSS HANGER C ,. o FLUOROFLEX 1000 HI-RIB STEEL FASTEN 200L TRUSS HANGER TO TRUSS v WITH (8) 1 1/2" R.S. NAILSN 3-2x8 LAMINATED COLUMN W/ (PLACE NAILS IN ALL HOLES PROVIDED). (3) 2x12 HEADER a_ ADDITIONAL LAMINATE (BEYOND) (NO. 1 SYP) ui TRUSS HANGER ISOMETRIC DETAIL 2x12 HEADER AT COLUMN. (3-2x12 HEADER WITH 2O0L TRUSS HANGER) NAIL 4""S COLUMN WITH (10) O STRUCTURAL SCREWS (3) 2x12 HEADER (3) 2x12 HEADERZ • (NO. 1 SYP) (NO. 1 SYP) W • Z O 0 f Z 2x12 HEADER SPLICE AT HEADER SECTION G CUT TREATED LAMINATE COLUMN. NAIL TO COLUMN ri-olo SCALE: 1"= F-0" OFF AT BEAM SUPPORT 3 WITH (5) 4"STRUCTURAL SCREWS 1 1 1 3" 1 1-i CUT TREATED LAMINATES Z OFF AT BEAM SUPPORT OUTSIDE VIEW OUTSIDE VIEW SPLICE LOCATION Q �:..u , HEADER FASTENING SCHEDULE Z -.. .. HEADER STUB JAMB ATTACH MEMBER #1 TO MEMBER #2 WITH �w b.,.. MEMBER COLUMN COLUMN IOd R.S. GUN NAILS @ 6'O.C. AT TOP (� :_ ,&.'s_ Q EA.2x12 10 8 BOTTOMAND RNAILS W O OM TOP BOTTOM OF HEMEMBERS. � NOTES: V U ` 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWSMEMBER #1 I� REQUIRED PER CONNECTION. HEADER FASTENING SCHEDULE HEADER FASTENING SCHEDULE MEMBER #2 O U z 2. PRE-DRILL HEADERS AS REQUIRED �— MEMBER #3 TO PREVENT SPLITTING. HEADER („�„J UPRIGHT JAMB HEADER UPRIGHT JAMB 3. IF NUMBER OF SCREWS REQUIRED FOR MEMBER COLUMN MEMBER COLUMN HEADER TO JAMB COLUMN CONNECTIONEA.2X12 6 6 EA. 2X12 6 6 ATTACH MEMBER #3 WITH 20d GUN v l 1 1 IS EXCESSIVE TO CAUSE SPLITTING, NAILS @ 3"O.C. AT TOP AND BOTTOM F— z THE EXCESS SCREWSS MAY BE INSTALLED OF BEAM. SET NAILS 2" FROM TOP 0 IN HEADER SUPPORT BLOCKING. AND BOTTOM OF BEAM. Z O NOTES: NOTES: U 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS NAIL PATTERN PLAN VIEW REQUIRED PER CONNECTION. REQUIRED PER CONNECTION. 1171-1100 (2) 1/2"x5 1/2"M. BOLTS & 2. PRE-DRILL HEADERS AS REQUIRED 2. PRE-DRILL HEADERS AS REQUIRED X (8) 4"STRUCTURAL SCREWS TO PREVENT SPLITTING. TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR 3. IF NUMBER OF SCREWS REQUIRED FOR O (3)-2x 12 HEADER JAMB DETAIL Z o HEADER TO JAMB COLUMN CONNECTION HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, IS EXCESSIVE TO CAUSE SPLITTING, a; THE EXCESS SCREWSS MAY BE INSTALLED THE EXCESS SCREWSS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. IN HEADER SUPPORT BLOCKING. f� Z LJLJ = QN W o d N W 8 42' 4075 S.C.TRUSS —, HEADER FASTENING SCHEDULE z 2x4 TOP BLOCK &T#11/1362x4 TOP BLOCK &T#1 1/136 MEMBER HEADER UPRIGHT JAMB COLUMN 2x4 TOP BLOCK &T#1 1/136 EA. 2x12 6 6 FLAT STEEL (18"TALL] FLAT STEEL (18"TALL) FLAT STEEL (22"TALL) T#15 T#15 (2) 2x12 HEADERS (NO. 1 SYP) NOTES: 1. NUMBERS ABOVE ARE 4"STRUCTURAL SCREWS T#1 1 HI-RIB CAP T#1 1 HI-RIB CAP REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AS REQUIRED 2x8 STIFFENER BLOCK 2x8 STIFFENER BLOCK TO PREVENT SPLITTING. 3. IF NUMBER OF SCREWS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION T#15 IS EXCESSIVE TO CAUSE SPLITTING, T#1 1 HI-RIB CAP THE EXCESS SCREWSS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. (4) 2x12 HEADERS (NO. 1 SYP) (4) 2x12 HEADERS (NO. 1 SYP) HI-RIB STEEL- RECESSED HI-RIB STEEL- RECESSED HI-RIB STEEL- RECESSED BETWEEN HEADERS AND BETWEEN HEADERS AND BETWEEN HEADERS AND DRAWN BY. MILICH FASTENED TO BACK LEG FASTENED TO BACK LEG FASTENED TO BACK LEG 2x4 TOP BLOCK &T#11/136 DATE.• 8/3/2020 OFT#1 1 PER STANDARD OFT#1 1 PER STANDARD OF T#1 1 PER STANDARD 2x4 BLOCK (RIPPED TO FIT) PROCEDURE IN SECTION 15 PROCEDURE IN SECTION 15 PROCEDURE IN SECTION 15 CHECKED BY.� JMM OF THE CPM (STEEL WILL BE OF THE CPM (STEEL WILL BE OF THE CPM (STEEL WILL BE 2-2x8 UPRIGHT STITCHED TO THE T#11 IN STITCHED TO THE T#1 1 IN 2-2x8 UPRIGHT STITCHED TO THE T#1 1 IN DATE. 8/6/2020 THE FLATS) THE FLATS) 2x8 BLOCK THE FLATS) 2x6 NAILER REVISED DA 7E- --- 2-2x8 UPRIGHT 2x8 BLOCK (2) 2x12 HEADERS REVISED DA TE: ---- 3-2x8 STUB COLUMN T#1 1 HI-RIB CAP 2x8 BLOCK T#1 1 HI-RIB CAP 2x6 NAILER T#1 1 HI-RIB CAP FILLER STRIP (2250 MSR SYP) REVISED DA 2x8 BLOCK FILLER STRIP FILLER STRIP T#124 _ FILLER STRIP 2x8 BLOCK 2x8 BLOCK 2x6 BLOCK FLAT STEEL T#124 T#124 T#129 T#15 EVISED DA TE. — � T#1247 T#129 T#849 T#129 T#849 2x2 BLOCK O.H.D. T#129 O.H.D. 2x2 BLOCK O.H.D. 2x2 BLOCK O.H.D. T#151 ALUMASEAL 2x2 BLOCK ALUMASEAL T#151 ALUMASEAL T#151 ALUMASEAL T#154 T#153 T#151 T#153 10'-01, T#154 T#153 T#154 T#153 2x3 JAMB (BEYOND; T#105 �Q� e� • 6r rp,�, T#154 T#105 TOP OF CONCRETE IN 2x3 JAMB (BEYOND; T#105 2x3 JAMB (BEYOND; T#105 BOTTOM 2'TREATED) 2x3 JAMB (BEYOND; OPENING TO BOTTOM BOTTOM 2'TREATED) 10-0 BOTTOM 2'TREATED) 10'-0" 3-2x8 JAMB COLUMN (BEYOND) TOP OF CONCRETE IN �t BOTTOM 2'TREATED) OF 2x8 BLOCK TOP OF CONCRETE IN TOP OF CONCRETE IN W/2x8 TREATED SPLICE STIFFENER OPENING TO BOTTOM 3-2x8 JAMB COLUMN (BEYOND) (3) 2x8 JAMB COLUMN (BEYOND) OPENING TO BOTTOM (3) 2x8 JAMB COLUMN (BEYOND) OPENING TO BOTTOM 2x6 TRACK BLOCK (BEYOND- OF 2x8 BLOCK - 2x6 TRACK BLOCK (BEYOND; 2x6 TRACK BLOCK (BEYOND; OF 2x8 BLOCK 2x6 TRACK BLOCK (BEYOND; OF 2x8 BLOCK BOTTOM 2'TREATED) ` BOTTOM 2'TREATED) BOTTOM 2'TREATED) BOTTOM 2'TREATED) OHD HEADER SECTION H OHD HEADER SECTION K '��FES510'�ti� SCALE: 1"= l'-0" OHD HEADER SECTION I OHD HEADER SECTION J SCALE: 1" = V-0" SCALE: 1"= l'-0" SCALE: 1" = V-0" SCALE.•AS NOTED SHEET NO. . S7 OF S8 2x6 BLOCK BETWEEN NAILERS r-OFFICE. NAILED TO COLUMN W/20d CUTCHOGUE, NY GUN NAILS. NAILED 3'O.C. JOB NO. 128-099180 #9xl"S.S.I.D. SCREWS WITH WASHERS USED #9xl"S.S.I.D. SCREWS WITH WASHERS INTO EACH PURLIN TO STITCH THE GABLE TRIM TO THE STEEL (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) LAMINATED COLUMN BETWEEN PURLINS FLUOROFLEX 1000 HI-RIB STEEL #9x1"S.S.I.D.SCREWS WITH #9x2"S.S.I.D.SCREWS WITH WASHERS WASHERS INTO PURLINS INTO PURLIN AT EACH HI-RIB #9x1"S.S.I.D.SCREWS WITH WASHERS USED 2x4 NAILERS T#16 GABLE TRIM TO STITCH LAP RIBS BETWEEN THE PURLINS �j 7/16"OSB 2x6 FASCIA LAMINATED COLUMN #9x1"S.S.I.D.SCREW WITH WASHER OSB SHEARWALL DETAIL � ° ° ° T#194 SCALE: 1/7'= V-0" #9x2"S.S.I.D. SCREWS AT EACH HI-RIB, 2x4 PURLINS #9x1"S.S.I.D. SCREWS CENTERED IN FLATS NAIL PURLINS TO END RAFTER WITH (1)60D R.S. NAIL FLUOROFLEX 1000 HI-RIB STEEL BUILDING END RAFTER ASSEMBLY o 2x6 OVERHANG NAILER U END RAFTER ASSEMBLY NO NO a- N — —— — — —— — — — —— — — ——— of 0 -- - - - - - - - - - -- - - - - - 2x4 NAILERS @ 24"O.C. Q_ (NO. 2 SPF) ly m ——— —— — —— — — — — —— — —— — D 7/16"OSB O#9x1"S.S.I.D.SCREWS WITH WASHERS INTO PURLINS Z 2x4 NAILERS r"%-.Oo, Z — ( — — —— — — — — —— — — — —— —5- 2x4 VERTICAL #9x1"S.S.I.D.SCREWS WITH WASHERS USED TO STITCH O — ——— — — — — — —————— — — — 2x6 VERTICAL BLOCKS Oct BLOCKING @ 24"O.C. THE GABLE TRIM TO THE STEEL BETWEEN PURLINS _ a_ COLUMN BETWEEN NAILERS - - -- - - - --- - - - ---- - z - - - - - - - - - - -- - - - - -- PERIMETER OF OSB SHEETS NAILED W/1-3/4" RING SHANK LL FIRST SCREW IN THE FLAT AT THE TOP AND LJ,J COIL GUN NAILS SPACED 3"O.C. BOTTOM PURLINS WITH #9x1"S.S.I.D. SCREWS 1 1 — - -- .--.- -.— 1 2Z BUILDING COLUMN + 3 __.,.. EXTRA NAILERS ADDED W BETWEEN STD. NAILERS SCREW LAP RIB FIRST THEN THE OTHER TWO RIBS USE #9x2 S.S.I.D.SCREWS ' • - ------- - - - - - - - --- (MAX. SPACE TO BE 24 — —— — — —— — — — — — — — — —— OSB NAILED TO INTERMEDIATE SUPPORTS W/1-3/4" RING SHANK f— w b - - -- - - - - - - - - - -- - COIL GUN NAILS SPACED 6"O.C. V) —'- - -- __— _ —'- - _ —'— W U FASTEN 3/4"O.S.B. WITH p LAMINATED COLUMN U ' O o --- - -- - - - - - - - - - --- 0.113"x23/8" (8d) GUN ----- - - --- - - -- - - - - NAILS @6"O.C. ALONG W UNO INTERMEDIATE FRAMING 5/4x6 NAILER F— (IF PROTECTIVE LINER = O — — — — —— —— — — — — — — — —— IS INCLUDED) FASTEN 3/4"O.S.B. WITH 0.113"x2 3/8" (8d) • GUN NAILS @ 6"O.C. ALONG PERIMETER ' olo -- - - -- - -- -- - - - - - -- FRAMING r o CUSTOM 12" INTERMEDIATE SOCKET 2x8 TREATED BASEBOARD CUSTOM 12"JAMB SOCKET Q x0 Zm -- - - - ---- -- - - - -- INTERIOR 3/4" T&G PLYWOOD WALL NAILING DETAIL o SCALE: 3/4"= l'-0" O LLJ = (2) 5/8"O HAS RODS WITH HILTI (NOTE:WEST END BAY SHOWN- (2) 5/8"O HAS RODS WITH HILTI Q #9x1"S.S.I.D.SCREWS WITH WASHERS 04 HIT-HY 200 ADHESIVE EAST END BAY SHALL BE MIRRORED) Lu HIT-HY 200 ADHESIVE USED TO STITCH THE LAP RIBS BETWEEN oo- THE PURLINS Q o #9xl"S.S.I.D.SCREWS WITH WASHERS INTO EACH PURLIN Lu 1 0 7/16" OSB SHEARWALL ELEVATION (CENTERED BETWEEN HI-RIB AND FIRST MINOR RIB) SCALE: 1/2"= V-0" _J STITCHED ROOF STEEL ATTACHMENT DETAIL Q Z SCALE: 1/2"= V-0" (1'-0"OVERHANGS) NOTE: AT BOTTOM FILL 3"VOID WITH 2x8x2'6"TREATED BLOCK (RIPPED TO 7"TO CLEAR SCREW HEADS ON BRACKET) AND 2x8xl2"BLOCK (HOLD BOTTOM BLOCKS 1/2"ABOVE FLOOR HEIGHT). AT MIDDLE AND TOP FILL VOID WITH (2) 2x8 AND BLOCKS THAT ARE 12"LONG. FLUOROFLEX 10010 HI-RIB STEEL INTERIOR HI-RIB STEEL 2x4 NAILERS l'-4 1/2" 2x8 BLOCK 2x4 STRIPPING FLUOROFLEX 1000 HI-RIB STEEL ol 1'-4 114" T#-47 (TRIMMED) T#48 INSIDE CORNER TRIM INTERIOR HI-RIB STEEL 39Q CLIPS 2x4 STRIPPING 10 11 T#1 24 8�T#126 1 -2 2x8 BLOCK RIIPPED TO 6" T#48 INSDIE CORNER TRIM 2x4 NAILERS T#11 8,T#126 INTERIOR HI-RIB STEEL FLUOROFLEX 1000 HI-RIB STEEL 2x3 JAMB 4 1/4" 2x:2 JAMB 2x4 STRIPPING 2x4 STRIPPING INTERIOR HI-RIB STEEL DRAWN BY.' MILICH 3-2x8 LAMINATED COLUMN EXTERIOR 3-2x8 LAMINATED COLUMN 39Q CLIPS DATE: 8/3/2020 T#21 CORNER TRIM CHECKED BY.' JMM 2x4 NAILERS 1 x T#151 3„ T#151 2x8 BLOCK 3 3/4" T#154 — — T#154 _ DATE. 8/6/2020 100 3-2x8 LAMINATED COLUMN REV/SED DATE. — 3-2x8 LAMINATED COLUMN 2x8 TREATED LAMINATE 21/2" 2x8 BLOCK "'='` — T#153 — — 3 ALUMASEAL 6 T#153 REVISED DATE. --- (2) 2x4 BLOCK 1/2"0 HAS RODS WITH HILTI HIT-HY 200 ADHESIVE ALUMASEAL REVISED DATE. --- ° 2x8 BLOCK 2x4 NAILERS STANDARD U-SHAPED COLUMN SOCKET 2x8 TRACK BLOCK 39Q CLIPS REVISEDDATE.' — O 2x5 TRACK BLOCK FLUOROFLEX 1000 HI-RIB STEEL 1/2"0 HAS RODS WITH HILTI HIT-HY 200 ADHESIVE ( I INTERIOR HI-RIB STEEL T#105 w T#105 INTERIOR HI-RIB STEEL 2x4 STRIPPING 1 1/2" BLOCK HELD 1/4" x STANDARD JAMB SOCKET AWAY FROM T#105 Lu 2x4 STRIPPING 1/2" DIAMETER x 10" PLATED ANCHOR ROD T#1 1 T#48 INSDIE CORNER TRIM .`4,Q E�F{y' T#21 (TRIMMED) 42'4075 S.C.TRUSS (ABOVE) 3-2x8 LAMINATED COLUMN 2x4 STRIPPING '�P 4 `t I�• Bre p�P,�, INTERIOR HI-RIB STEEL _��_ INTERIOR HI-RIB STEEL 2x4 STRIPPING 6 3/4" COLUMN PLAN DIMENSION OHD JAMB DETAIL # 1 OHD JAMB/CONNECTION DETAIL #2 CONNECTION DETAIL #3 SCALE: 1 1/2"= l'-0" SCALE: 1 1/2"= l'-0" SCALE: 1 1/2"= l'-0" SCALE.AS NOTED SHEET NO. 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