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HomeMy WebLinkAbout39123-Z r/1Tdn Town of Southold 2/2/2016 itaNI P.O. Box 1179 53095 Main Rd �y Southold, New York 11971 1 * •� ,Lti CERTIFICATE OF OCCUPANCY No: 38077 Date: 2/2/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1500 Stars Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 22.-4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2014 pursuant to which Building Permit No. 39123 dated 8/19/2014 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: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Mysliborski,Rachel&Mysliborski Jr,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39123 01-26-2016 PLUMBERS CERTIFICATION DATED Aut eclSi nature r\S __' � TOWN OF SOUTHOLD G BUILDING DEPARTMENT c€ TOWN CLERK'S OFFICE 4,, SOUTHOLD, NY i 4' 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#: 39123 Date: 8/19/2014 Permission is hereby granted to: Mysliborski, Rachel & Mysliborski Jr, Mark 1500 Stars Rd East Marion, NY 11939 To: Construction of an accessory garage as applied for. At premises located at: 1500 Stars Rd, East Marion SCTM # 473889 Sec/Block/Lot# 22.-4-14 Pursuant to application dated 8/12/2014 and approved by the Building Inspector. To expire on 2/18/2016. Fees: ACCESSORY $399.20 CO -ACCESSORY BUILDING $50.00 Total: $449.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. o ✓jZ if New Construction: V Old or Pre-existing Building: (check one) Location of Property: ��0 ass rd N`l ' 1ck 3-1 House N Street Hamlet Owner or Owners of Property: Ka6r1QAY Suffolk County Tax Map No 1000, Section a a Block Lot I Lf Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: Y (check one) Fee Submitted: $ ff0.epu ' % 0 t L0I Applicant Signat • /'gif Town Hall Annex I.~ : Telephone(631)765-1802 54375 Main Road 4 W iiig z Fax(631)765-9502 P.O.Box 1179 G ,r �% Southold,NY 11971-0959 ; .Oly `f.`4,, I roger.richerttown.southold.ny,us . COUNTY, 6. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mysliborski Address: 1500 Stars Road City: East Marion St: New York Zip: 11939 Building Permit#• 39123 Section. 22 Block: 4 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gratten Electric License No: 43643-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-100A NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Accessory Garage -7Inspector Signature: :( Date: January 26, 2016 Electrical 81 Compliance Form.xls ( 2,--3 %�Of SOUjy.9 ! \ * # G O ury ,1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1N TION [ ] FRAMING / STRAPPING [erfINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 E 2 DATE - INSPECTOR • FIELD INSPEC]'IONREPORT DATE COMMENTS �j ►d FOUNDATION(1ST) • • • FOUNDATION(2ND) ik- tc41 Z O �j • • ROUGH FRAMING.& ( y PLUMBING t�7 INSULATION PE1.N.Y. STATE ENERGY CODE • • • • • 1//7/ • e,-(22-e C/4.- FINAL • ADDITIONAL COMMENTS • . - C Z G Z m • t e • Di\ E • N.A, o z • • • • r . . 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 Survey SoutholdTown.NorthFork.net PERMIT NO. 731 i oZ.. Check Septic Form N.Y.S.D.E.C. Trustees C.O Application Flood Permit Examined a I ti C) ,20 Ik-t Single&Separate D f`r 1' - Storm-Water Assessment Form_ ..L I'' i; ' / �H n Contact: RatC-hCG,-� (�Y 7�1 b P�Ts �f Approved ,2(i ..)f Mail to:1 66 S+Oj S 1'd Disapproved a/c • l ' I i 1 C- .rIlat 1 oh 1 N(, 1 �q $9 � f rC Phone: 1111• Ip 5 cl Expiration cip(1g'-/i . ,i,o ', : "Id g ,- “r APPLICATION FOR BUILDING PERMIT Date August 5 ,20 14 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 Permit. 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 pennit 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 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,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 ( pail authorized inspectors on premises and in building for necessary inspectio QqAL uh (Signature of applicant r name,if a corporation) 1 t) ( iSrOAsrt — tor, Nvy (Marling address of applicant)plicant) k 'ct 3°I State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Applicant is Owner Name of owner of premises Rachel&Mark A. Mysliborski,Jr. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1500 Stars Rd House Number Street Hamlet County Tax Map No. 1000 Section 022.00 Block 04.00 Lot 014.000 Subdivision Soundcrest Woods, Section 1 Filed Map No. Lot 10 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy residential one-family home b. Intended use and occupancy same 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Acid Detached Garage (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 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 60.0 Rear _ 60.0 Depth 29.7 Height Number of Stories 1 Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear 22' Depth 34' Height 14'to eaves Number of Stories 1 9. Size of lot:Front 105' Rear 105.01' Depth 196.54 10.Date of Purchase 12/2012 Name of Former Owner Mark A. Mysliborski,Sr. 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO Rachel&Mark 1500 Stars Rd 631-477-6589 14.Names of Owner of premises Mysliborski.Jr. Address Fast Marion,NY Phone No. Name of Architect DIY Pole Buildings(ni istin) Address 04'hone No 937-547-9100 Name of Contractor C.HA PnIe Rams,LI G Address Phone No. 717-RR7-lR73 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *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 X * 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 X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) I ' Y OF V►-- ��7�C) 1QA St 1 Y Sbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual igning contract)above named, i (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn t4cfsre me this day of 20 I (t Li No Public Signature of Applica t MARINA KOKKINOS Notary Public-State of New York No.01K06191941 Qualified in Suffolk County My Commission Expires Aug.25,2016 Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road � 1�,au(631)7fi�Q5Q�, P.O.Boat 1179 1! roger.r cheff(WiOW11.souU1('7'a.nY.us Sou hold,NY 11971-0959 i11$ = COUNI BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: t lip I Company Name: • Name: License No.: t-}2 (G L ) ME Address: (p 9 O5 RovA-e- "40 C-s r u rll?'`x"E N Phone No.: (co I Icl JOBSITE INFORMATION: (*Indicates required information) *Name: I " I �I 3\ boo l *Address: I cj 60 Thi c3L Y ' r'�n� F A`7� inrCkY 1 o r *Cross Street: *Phone No.: • " G' . C Permit No.: ) 0 • r-pt Tax Map District: 1000 Section:O C .p 0 Block: 0 '- 0 0 Lot: I 1+ I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -"fillE5EgaittA30-i4A' /Ccesc d.. (Please Circle All That Apply) *Is job ready for inspection: (YE NO Rough In Final I *Doyou need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional information: PAYMENT DUE WITH APPLICATION ll'' Se\ a \3 /\% 82-Request for Inspection Form \i�(0`)\ OFF ice .053ED AR, APPROVED DATE: D AS NOTED Q : ' N11 14 B.P.# 3�i‘as- , ` �( FEEz:°-- BY:�'C"�'`— * ;�',- '41 NOTIFY BUILDING DEPARTMENT AT Q3042'L 765-1802 8 AM TO 4 PM FOR THE � OFN�N� FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL ME- .� 'EQUIREMENTS OF THE COD ' _ STATE. NOT RESPO CONSTRUCTION ' r. 1111011 .111:11111111- .„.• „, ,, ''''414'41 , Ill° ---- 1 II ill 1 0 - 1 * IV L, 1!1111111 I 11111111111 ih. .-'"may COMPLY W TH ALL CODES OF NEW YORK STATE & TOWN CODES O C C U PAN CY OR AS REQUIRED $UUTHOLD TOWN ZBA _ - USE IS UNLAWFUL souTHd:�Tn!"'"' k►� 'INr,RnARp RETAIN STOTO CHAPTER 2RM WATER r36FF WITHOUT CERTIFICATEPURSUANT OF OCCUPANCY . ._._:_ OF THE TOWN CODE. SOUTH SIDE-EAVE SIDE 2 ELEVATION : -11"i:—,.,.,4. -.:;i' ‘ ' ,111.1 qOF NE'W jr ■■I■ u Doa NORTH SIDE-EAVE SIDE 1 ELEVATION ISI 1 i +1 ' 1 J ..1 1 ',1 1 .1'114fri 1/ i 1 il 1 ti 1 I I ! 11 I 1 'll ' is i,11,t...4i,N1 ",.,J.,:,,,"-' -.; ;,4-" •Ir; 1 kl; 11,,4; .1,4,1e, .., ,,,, -,g0,,,, -, , 't -, ,,,,vo, , .1 ,. , , ,i •,, :, ,E,,,,,,,, F,,,,t,,',;,i, ;I '',,,, , ..,,, .-, ,--,:i , , ,rii, 4,10:4141,7,,,,,,,i, , , ,LI, .44,,,, Iry i 0 ; : .,, 't, gg ...i;',.,../..; '1../ 'E.:t., 1. --,-,:r., . :,,t, tit.!r..,,:t- .-..-...+. B1a 't�t au..F ? t I ' : '� F"s� 4 $ '_: i 't 2 i .. ( '4 i EAST SIDE-GABLE SIDE 2 ELEVATION WEST SIDE-GABLE SIDE 1 ELEVATION • 11111 , 1, / , • .. w + + xa £ • . ....J1 .5'.' ' ' : T • -5 j''''''',3 : • • 515. 494° .4‘ ,..7%.. ,, A p„,vi.,-_.,,, 44. OFNes 2x10 Nailing Pattern * ..,,;, a * Nailing Pattern Truss Carrier 2x10 OF NEY4.4 Construction Grade Truss Carrier oil " . " 2x10 � 4 r„.'-7'- ,=t-t'e1trtoi4%,%lml9gKoi+t"4v-1.6is1t1,7,;I',....1ffi..cNi,oillit Construction Grad ' A; * " _- - , Construction Grade HEADER DETAIL Wall Girt 2x 4 Wall Girt :77- ' rpo o ®o 2 x 4 $ ®�a ® '^ - ®�® Construction GradeI ' • Th, 6',,, (-17, A- , J ` ' - Construction Grade A Skirt Board lev3vvivimint „, >1 .„i,, ,4 4,, . , 1, iy ,, . ax e.t. _ tIFM ' 2x8 A .i'l s..,. - ...$. `ter Skirt Board ;, • . 2 x 8 - - - - Construction Grade _ - 2 X 12 Outside&2 X 12 Inside Pole Barn Header AI 1: I ► s 0 Header Detail for Overhead Door#1 on Gablel NOTE: Nailing pattern for 2x4 wall girts is the same as nailing patter for 2x4 purlins „esAEDA,* 44,” . % • > 1 Overhead Door * A.i ,,,.if Jamb Detail �` ...r� 2x4 Back Jamb OVERHEAD DOOR OF NEW' ^' �T CROSS SECTION G.' Overhead Door Rough Opening —� OVA f DOUBLE STACKED HEADERS ON ENE SIDE) i UtiaiirAkis,.. i 41111i111111111.1 liallilliMil Sling 2x10 lamb Cut Flush w/Back Jamb Overhead Door Trim w/J Treated Post1I11 PI �� �4i.�.s.r.a Tis, TYPICAL OVERHEAD DOOR � ' 141, CROSS SECTION / ;°_ Building Truss Carriers A Eva S GABLE) Tr' � g' Treated Post ...„..„..„,,,_ r q,,„,.., , J Overhead Door Header AiL__A £ �d TrePost V ,# d i Overhead Door Header J/! 344 _ Siding— /fir Siding_ Overhead Door Trim w/J J ... Overhead Door Trim w/J 2x10 Jamb 2x6 Header Spacer oo. 2x10 Jamb z `' Overhead Door Tom w/J Overhead Door Trim w/1 ,vED ARN * 1 . ce, A! * Overhang Detail ATir 44.,' qcfr OF NEN • Graber Post G-Rib#1 Steel Roofing 1 in x 12 in x 1 ft insulation rt Metal Dnp W :.,�, • Edge ..11..:,... �«* �� ��i��� ,y .;:�;r.«Y .., i arc-��' E :IT,' '.� s-_- x- 3 11100 ' L .,,. Trusses Attached to Carriers w/ Simpson H2.SA Rafter Te(or :- a x�`r Fade • � � £ ° ~ 2x10 " ^.., Board Facia _. Construction • _ Cover Grade •.� F&]Tdm/ ... a^" _ a ,p� k • 5 . 2 x 10 ,�a • �, '"..' ",/ '2 ,11#:,. .- f• Grade,4 i 1 Construction -.„( r s y . ¢. 4 x 6 Treated $y.:5 _` , .,Y " -*'1 t . See Detail 1-W for Wall y t ltt a .•'�;, � i Layer Information a-,__. 'II 'i ., c .. 4 2 GABLE2 CROSS SECTION 1 1 rf'-!._tj,l PURLINS 2 X 4 CONSTRUCTION GRADE FASTENED LAYING FLAT * 41-M, 0 # SUB FASCIA:2 X 6 CONSTRUCTION GRADE ¢r 4/12 PITCH TRUSS SYSTEM WITH A STANDARD HEEL (HEEL � �]�'� FASCIA COVERINGA/NDEREAVE GRABER POST ¢ _ ___ __ HEIGHT 0-3-15 OR 4IN.)TRUSS SPACING 481N O C DARK RED CENTER VENT PERFORATED G-RIB v t � 361NX 2 FT O IN _ "4 TRUSS INFORMATION'TCLL?CDLBCLL43COL �`,NE 'j�l e iTOTAL TRUSS LOADING=35 P.S F ---- --—--- --- --- — —-" i `h"1 . ' BRACE PER TRUSS MANUFACTURERS RECOMMENDATIONS f; ■ �' ROOF LAYER I(R-19)61N.METAL BUILDING ]a,,, INSULATION 1 IN X 121N X 1 FT ROOF LAYER 2 DARK .,{, I', RED G-RIB#1 STEEL PANEL I'�'• 1 :hhh r 1.,i EXTERIOR CARRIER-CONSTRUCTION GRADE 2X 10 INTERIOR CARRIER -i CONSTRUCTION GRADE 2 X 10 I , EXTERIOR WALL GIRTS ,"I r i CONSTRUCTION GRADE 2 X 4 '—'7 11 WALL LAYER 1:(R-19)6 IN METAL BUILDING ]< INSULATION 1 IN X 12 IN X 1 FT WALL LAYER 2 GRAY G-RIB#1 STEEL PANEL — , 1]1 114 in 169 in 158 in • �' -- 1 6: .i Nom. • . :� •1 • 16 Mb inJ • • 1� .ti 1- INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW THE • 1.Ill.y� ' TOP OF THE SKIRT BOARD 4IN.CONCRETE FLOOR W/ , 1-- rti ! STRUCTURAL STRENGTH-3500 P S.I 4e in• •�. r5' I • _" . rti • PIER FOOTING USING A PRECAST 5000 P.S I 121N X WIDE 4 IN THICK CONCRETE PAD • • •j• r l UNDISTURBED SOIL OR COMPACTED • •• • •. • r� SAND FILL BACKFILL HOLE WITH • 4 M SAND/GRAVEL FILL 6 COMPACT 1 12F „cofkEDANN A to r SOUTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT ` 4 co V M ,--A— 0 , I FACIA Construction Grade , 4--- :o 2 x 6 ® 14' i �� ua �vcs. -.zm�uaemc®i 20' in co fV PURUN 0 . ., _ _ ,.,,„• „,.. 0 4— Construction Grade fV 2x4 0 + fV ®ice (-----> FACIA Bottom Edge of Purlin Construction Grade is 1/2”In from Tail of 2 x 6 Truss IP A . II '...' ii . -,,,,,t NORTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT �y, ,�,;� 4 4.pF N@01 00 ®/ l fV +`'•'iiK::k;'#'z,:�'a6: 'ro-';a" ;, £'.4:'y`�.r3Tx?e3lii � Zoe 1 FACIA `N Construction Grade Ali—ht- 2x6 ;o AM N. co 'n N PURLIN 0 Construction Grade fV 2 x 4 0 + K. ( fV / -i :. T ."w *'""?'"CO,.‘-'$'.. -rl1k... x +YiA...s- ,.x.-.-s =-„h.. -;k'=t.:, :""..'[. FACIA Bottom Edge of Purlin Construction Grade is 1/2"In from Tail of 2 x 6 Truss 4' 4 IVA POLE LAYOUT * ;• _'H * Residential Use,748 sq.ft. J4 Eave 1 �� OF 1' 10 ` 1/2" �< 8' ❑ 8' 8' 7' 10 1/2" A L} t }., 1 s cr.? 2 x 4 Bracing Between Posts Attach Brace to 2 x 4 Bracing Between Posts Attac Brace to <V _ - /Girts&Posts w/(2)16D Galv Nails @ Each Girts&Posts w/(2)16D Galv.Nails @ Each Location Location CV X -1E _« l ,� 3 ( � X O Z.-I G) m CO N as Diagonal o z '_ m w ax 40' 1 13/16" x 0 v- . a� o Z}_ (u CV O NZ O M 5 2 x 4 Bracing Between Posts Attach Brace to pp C X Girts&Posts w/(2)16D Galv.Nails @ Each"-'r Location i 2 x 4 Bracing Between Posts Attach Brace to x _7...,_ �,.�. ...—-"' Girts&Posts w/(2)16D Galv.Nails @ Each LocationCy T--- A CV to 32 IN.X 45 IN. l' VINYL DOUBLE 1 71 -r' ,, nI n n r I Y 2 1' 10 F--3'4" >i< 4'8" >k 8' * 8' >k 7' 10 1/2" > 1/2" 3/0 TRADESMAN I I - 9 LITE R.H INSWING N Eave 2 < 33'9" > „tvED Agri, (II,.? . -6.)%,k GABLE DEral ENTRY DOOR t No OVERHANG FRE DEral * A-.-....0 Color-Matched Structural ////����'9x4 Treated Door Post Roofing Screw Treated Post R.0 —i � 2x4 Girt(TYDJ �4 Zi., `— • NEMS MillaMINIIIIIPM11.111 1 2x4 Spacer Blocks ' Roof Purlin 1 Outside Comer I , Gable Tnm -- -- Z:44 Girt �) Footing I Skirtboard Detail Truss Top Chord z<as�ttTm) •- Gable End Truss Truss Web Structural 4x4 Treated Door Post Treated Post Siding 2x4 GhtMO.) 3 2x4 Girf iT4o) g� 2x4 GIrt(TW-) I See Detail 1-W for Wall ' ;,;,44. WINDOWINDOW 2x4 Spacer Blocks 1'i,o , W Treated Skirtboard pip - ,.,aa , x ": f�Pt Structural FRIMI JT E AIL s • _ . �.a s3 #l_n,,. `,�= .,. 3,. . Treated Post , € _V€.. e "*-- Treated Post 2x4 Girt(Typ.) �� R.O. a ( r`�Y;= 2x4 Window Framing '''i,,444 q, I 2x4 Girt(Tvo.) I GABLE DETAIL Attach Metal to Skirtboard w/ t Ct I Structural 1-1/2”Screws I sq SYS Treated Post $° WI OVERHANG Rat Guard/Base Angle n 4fi£ :� - � �. ►, �; , � ;" -y I Color-Matchedr 1 • Yom. t� Screw -f d .yr, w^5 ,. ^r : �y Roofing Pressure Treated Skirtboard ur ,a'^��•} 'FA R.O. • ' ( .< _„ ► - - - - - - A Outside Corner/ f cs� I• � � 10 1 » (( Gable Trim • • - 4 Roof Pudin A z +- F _ ' ''-` Fascia Board 3r : I 2x4GIrt tTv 11 x I Truss Top Chord ' 2x4 Framing �; Soffit Fascia Trim � :a 9 5 2x4 Blocking @ 4'o/c Overhang Tnm(F&J) € Treated Slurtboanl Hole Sae.12 Diameter(TYP) '.1,;i• � `4'k� ;t.,t.t• *.ti) �")r_ f Y,f' 't'd .'�"(,: , > ¢fit •���e; ; ;�. -- f- Gable End Truss ` {�...-- - -- 1 48"TYP• £ . _ .. Truss Web x €- r Siding --- w --- 12"x 4"Pre-Cast Concrete ; Footer si, 0.11UP:it 4$0. .Iv:, A * ..,L... ;,., . SOUTH SIDE—EAVE SIDE 2 WALL GIRT VIEW tL ° Truss Carrier I E/14v 2x10 Construction Grade I ' N N _ ' N CI r Wall Girt I F.,2x4 Construction ..: , ., z,a;� l� : z. > f0 Grade 14 I N IIMI 10rz ��x'.a a :t�`? ®.,°-sk F, '--Ar::-.V4311 ,6' HX- to1 12111 s,ttGIN ®: 821/2 in. I ' Siding Begin Skirt Board I rz'612 x 8 18' 18'Treated 2' ,8' 18' cr) Treated l I L 1 l •••I I •••I !— I l '1 I- 9 E-.------ 34' >I Concrete Cookie 4 X 12 tiolsSED Ai?col% NORTH SIDE—EAVE SIDE 1 WALL GIRT VIEW * 4,,,,,,:s., n Truss Carrier OF Ne$' 2x10 Construction Grade ---..\ 11111 _ _.. �..- ;_... alb i w« I I oo I IN X I N 0 .z.-s5.:-:: :'/.E"4".H,..:.:4lfY'1'E9X "`.fi;£3✓". c7N',%�w"M€�.D .,,. -T.,.'S?F.•..1.w..rt✓n. .,Zo._.. :v;.:.:y,,.,.« -:.: - 0 • Wall GirtI • N 2x4 • Construction 0 Grade II • N 16 `�� .;...".\:14V: ....,... `AESIL _-«„ , ' .,,.m_... ,- s 0 f to 16' Siding Begin Zo 18' Skirt Board Fn 2 x 8 0c) 18' 18' g' i Treated I I _ i h•• -I L 1 6 1 •C---....l( —34' A \\ Concrete Cookie 4 X 12 otseD AIN om . EAST SIDE-GABLE SIDE 2 WALL GIRT VIEW 7. 44. vc 12 • NiiiiiiiiiiiiiEIN .ppm �1�j 4 in COv � N • (V ss 3 0._ ; rsaa es w ate a ,....4) ._ n v. . ,.,.. . 114 TN 411) I N -1-' - _aa ..a I ;:- Wall Girt N • 2 x 4 ConstructionCOM/ r, Grade I • i's, 34.''x.;-44..../..S. 16' • .ivt'444- 10 "...1.*, 11 K......> ,, ZO Siding Begin Skirt Board CO rh 2x8 24' Treated I= sii 22' Concrete Cookie 4X12 .4)*limi WEST SIDE-GABLE SIDE 1 WALL GIRT * r. i......'. VIEW=`- ,000000.0000.,n,„„,,,,oprr- i....,, CO in ,1 , :;I N N INENNIENR© I X /1 N — ©_ A v- Wall Girt fV 2x4 Construction ..., — .tvkar©-. ' v Grade N K...>= Ei \ 10' -,:r-wjrd v 0 ti t0 ` 120 in. - ;..., rC .1 Siding Begin n Skirt Board i r, 2 x 8 20' 20' Treated 11 L I I • I I= %I k 22' Concrete Cookie 4 X 12 4947 NA Recommended FasteningPattern * M, h .....} .?*q CF NO FOR: Intermediate Supports 1- " Screws Anti-Syphon Groove i T T \y-NI FOR: Eave, Ridge, and Endlaps 1 1/Z" Screws Anti-Syphon Groove—\ f I Ni NOTES: 1-1/2" Screws for Siding, Roofing, &Trim 2-1/i" Screws for Ridge Cap SOUTH SIDE-EAVE SIDE 2 STEEL ROOF EAVE2 n OF NeN4 • • s , aps;y y• x ? ♦ k" •; *• • $ t ! . • 'b,a€ B £ •"*-- F :':.# .,a4• Ik 6 Y�."SP TZ, "i, 't i"-sa, k ,-•" n x E yr ', -„,-.,.z.,.�,. ,... ,sem”- .'� ,"";u .'w°,:. .�r�*2-,- .c .-.,.; g-• �'-- >, »„ �: !.&,�'. '�.,ir�. k., „�s:�!"i<, t, ,wax z a` .0',' ?. "»�H.a 11 14 Panel 1 k Panel 2 Panel 3 Panel4 Panel 5 t- Panel 6 Panel 7 Panel B Panel 9 140 Panel 10 Panel 11 kPanel 12 Panel 13 40 164" 164' 164" 164" 164" sok 164" ar 164" 164" 164" 164" 164" 164" 164" s..., • �.� ter. • ¢5.! -3 i'. . a 3¢%- ..- 6ya. ✓a Cut 1 1/2 in.off the width of the first panel to compensate for a panel rib conflict at the opposite end of the building. A * NORTH SIDE-EAVE SIDE 1 STEEL ROOF EAVE1 ,4. ,� OFNEw ,�..<,. >,F. ,..�>, > .,.., . .,� .� ��. r,<��: g�",u �.>�,,.`iJ �.�'x:a.`�`.��.,;: ��,x'M.1�Y�.='ie+ w.,..�';-"v.F�a�a '�":5i�s>,'r,:;s��.,.�:`;�"�r�,^= ,._. s. 1✓;'nr .: b e �' s1� tr Yw L, :tel ', t ✓ 4 - ->=k' 8 r t e•'• ' t y • r F �K Panel1 Panel 2 Panel Panel 4 Panels Panel 6 Panel 7 Panel 8 Panel 9 Panel 10 /" Panel 11 Panel 12 Panel 13 164 ,on, 164" a0164" , me 164" • 164" W 164" 1� 164" IM 164" ,z 164" ma 164" in 164" 164" 164" ri rc Cut 1 1/2 in.off the width of the first panel to compensate for a panel rib conflict at the opposite end of the building. 07 Steel Siding Panel Details AGable Side 1 Gable Side 2 INFORMATION p,:_1-c.( ,' on typical wall panel layout * 1i.i, 44 !X0422 of Net14 IE---22 1/2 in. IE--22 1/2 in. A A A A Make sure you fasten the panels plumb up © 91 and down so your computer generated 3/4 in. measurements remain accurate. 84 1/4 in. 86 5/8 in. Check your steel O v manufac unngstrati cons pany for V v v 174 3/4 in. detail illustrations for o nailing patterns. 38 in. 167 1/4 in. 169 9/16 in. os E lap side K..s.'-----). • V V VJ next panel overlays the J k___38 in. NNN_._4tf=4k._L starting panel first panel at the lap cross section view K....VI) ... 4 • NEW 36" WAINSCOTING DETAIL Post G-Rib Steel Panel , 14's r 2 x 6 Construction Grade Wall Girts 4G-Rib Steel Panel ,1 Wall Girt r 2x6 , •, 'i Construction Z-Bar `t Grade Z Bar \ a l. ii. ;,1 G-Rib Steel Wainscot - Base Guard o G-Rib Steel Wainscot F— to l 1, Siding Begins, Id r - - . Siding Begin ;'1,:4 6" n./4-! wr-- .1 '� Point Grade ,i; "�' � Skirt Board 1 t . Y 2x8 Skirt Board-2 x 8 Treated 1 row - Treated iki €a • t- . y e>4* tttILIP ems. ,k • SOUTH SIDE—EAVE SIDE 2 STEEL WALL LAYOUT �, _„ctskED AN 3 10F Ne/44 • Panel 1 Panel 2 Panel 3 Panel4 Panels Panel 6 Panel 7 Panel 8 Panel 9 Panel10 Panel11 Panel12 122" 122" 122" 122" 122" 122" 122" 122" 122" 122" 122" 122" f _ 1 a t " 1 II I I ' I i.;', *, : / * .., : tom.. _.. . . . . ,_ Panel 13 Panel 14� Panel 15 Panel 16 Panel 17 Panel 18 Panel 19 Panel 20 Panel 21 Panel 22 Panel 23 Panel 24 • 36 36 p 36 36 36 36 zi 36 36 36 36" 36 36" a � � •, „�^ .n it,r„ .: ��� F �:^�z�a ma�y,. � Shift the vertical starting point of the first panel to 1 1/2 in. from the outside corner of the building so there is no panel rib &steel corner trim conflict at the other end.The rib spacing will also be balanced. • -- AA 1r��JF_,� NORTH SIDE-EAVE SIDE 1 STEEL WALL LAYOUT •��= .11FoF wew.4 Panel 1 Panel 2 Panel 3 Panel 4 Panel 5 Panel 6 Panel 7 Panel 8 Panel9 Panel 10 Panel 11 Panel12 122" 122" 122" 122" 122" 122" 122" 122" 122" 122" 122" 122" Iy • aha a �'�_ * ' .r ., * - Panel 13 Panel 14 Panel 15 Panel 16 Y Panel 17 Panel 18 Panel 19 Panel20 Panel21 Panel22 Panel23 Panel24 36" 36" 36' 36" 36" 36 •: +. 36 36" p 36" 36" 36" � 36,. Shift the vertical starting point of the first panel to 1 1/2 in. from the outside corner of the building so there is no panel rib &steel corner trim conflict at the other end.The rib spacing will also be balanced. o`�,�F,p�ED/1gse A <<Z EAST SIDE-GABLE SIDE 2 STEEL WALL LAYOUT * a n ��OF NLaN�� = I � Panel4 Panels Panel 3 175" 170" Panel 2 167" Panel 6 155" 158" Panel7 143"Panel ' 146" Panel 8 1 134" 1 I 1 i 1 1 Panel9 • Panel l0 Panel 11 • Panel l2 Panel l3 Panel l4 Panel l5 Panel l6 36" 36" 36" 36" 36" � 36" 36" � 36 K Shift the vertical starting point of the first panel to 1 1/2 in. from the outside corner of the building so there is no panel rib &steel corner trim conflict at the other end.The rib spacing will also be balanced. WEST SIDE-GABLE SIDE 1 STEEL WALL LAYOUT * �A,, i Panel 3 Pan Panel 5 92" 8 84" 7' A I .S Panel 2 Panel 6 ' Panel 1 155" 158" Panel7 1 143" I 146" Panel 8 ! 134" 1 I I I 1 1 I I A 11 I I I . �. I I Y Panel 9 Panel 10 Panel 11 Panel 12 Panel 13 36 36 36" s 36" 36" e sax _ mak.t . . ..., ...,,.,..... Shift the vertical starting point of the first panel to 1 1/2 in. from the outside corner of the building so there is no panel rib &steel corner trim conflict at the other end.The rib spacing will also be balanced. elk ilt". it DIY Pole Barns &Supplies 1� 9232 Hogpath Road Arcanum, OH 45304 Business: 937-547-9100 Fax: 937-547-9122 'AN'Pole 45 swan.. Sales Associate: Dustin Fourman . J Building Specifications • Building Width 22' Truss Loading 25-5-0-5 Building Length 34' Wind Rating 90 MPH Building Height 14' Eave Overhang 24 in. Gable Overhang 24 in. Pitch of Roof 4 in./12 Style of Building Post Frame Customer Name Rachel Mysliborski Customer Address 1500 Stars Rd East Marion, NY 11939 Customer Phone Call 631-477-6589 Estimate Number 10357 Date of Estimate 8/1/2014 This quote is good for 30 days. powered by Symun Systems,Inc. www.symun.com gre Tt Note'The reports,elevations,diagrams,and drawings included in this estimate are not architectural blueprints. The builder is responsible for structural integrity,proper usage of materials,and adhering to local building codes. Always be sure to verify the materials and drawing packet with your local building inspector,engineer,or architect. Every effort has been made to create accurate and detailed drawings and reports. However,due to the number of combinations of materials that can be used,there exists the possibility for errors. This packet is an estimate and should be reviewed by the builder before starting the project Symun Systems,Inc accepts no responsibility for engineering,building codes violations,or the structural integrity of the building ••'''� °s "4-F� ST(O ]R M[WAT]ER Scott A. Russell ,,.•e 0. v. SUPERVISOR I MANAGEMENT ; �' SOUThOLD TOWN HALL-P.O.Box 1179 1 Oa•�, Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 •• CHAPTER 236 - STORMWATER MANAGEMENT-'WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT IlW LVE ANY OF THE FOLtOWIN I (CHECK ALL THAT APPLY) Yes No 4 0 VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 4 ❑Ed/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. QAC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. • I. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Qg/ E. Site preparation within the .one-hundred-year floodplain as depicted • on FIRM Map of any watercourse. ❑dF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes • • in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - - - -- ...--------------------- ---------------- ---- S.C.T.M. a- 1000 Date APPLICANT: (Property Owner,Design Professional Agent,Contractor,Other) i Dis0 AlciloiMoti6ort � �� �' 1 y r - 13/6 NAME rrI(�.Y K �� rP Section Block Lot \ ))J2S �w �� ***3 FOR BUILDING DEPAR MENT USE ONLY Contact Information: (0 b ' 1 n,i,vn�rn,rorkd Reviewed By: / Date: �' p.,— ` y Property Address / Location of Construction Work: Approved for processing Building Permit. �ar S r Stormwater Management Control Plan Not Required. _C_-ask-� s l0 r-I, 01 I l 1Y 1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP - TOS MAY 2014 gla3 A NEW POST FRAME STRUCTURE OWNER: RACHEL MYSLIBORSKI 1500 STARS ROAD EAST MARION, NY 11939 SUPPLIER / LAYOUT: DIY POLE BARNS 9232 HOGPATH ROAD ARCANUM, OH45304 REVIEWED BY: JOSEPH P. BLEEHASH, AIA 8 DELAWARE AVE POLAND, OH 44514 PA/OH / MD/ MT/WV/ NJ / NY/GA/VA/ IL/ FL/ IN / MI um ii Joseph P. Bleehash, AIA lia, 31i -? y August 8, 2014 Project: RACHEL MYSLIBORSKI 1500 STARS ROAD EAST MARION, NY 11939 Gentlemen: PLEASE BE ADVISED THAT THE ABOVE REFERENCED PROJECT HAS BEEN REVIEWED AND HAS BEEN DETERMINED TO BE IN COMPLIANCE WITH THE LOADINGS AS INDICATED. FOUNDATIONS AND SOIL BEARING PRESSURES SHOULD BE CONFIRMED 1500 PSF MINIMUM. PROVIDE CROSS BRACING AND SHORING UNTIL A STABLE STRUCTURAL SYSTEM HAS BEEN ESTABLISHED. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ALL LOCAL ZONING PERMITS AND APPROVALS. 1 JOSthH P. BLEEHASH, AiA (\3/4.,..............00) % 030472 �OF Net4 ""7Y MOO— � �_ Yf TOWN OF SOUTHOLD PROPERTY RECORD CARD - 1 1 leo j m r f 51 • 43,1 I/STREET 00 VILLAGE DIST. SUB. LOT /D ' ! 1 • MCA (14 A. . 1.of Vk\ 7 (" 1 tad s�yT.d : a rd9. e y .fes r �( Tib F•RMER OWNER N E ACR. ,i rl. . ' A A A. .97)'" *h►') j jo,},e 4 01/K. t-aw i S W TYPE OF BUILDING >1- ' C 7, ,) -e <f a '/ .., r rfwitl RES. c2 /0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value pec et- LAND IMP. TOTAL DATE REMARKS 40, 7 jr Q, 1. i' , 92 47 fd -_. , , /�„p r 0 4` .vir ( © .5 d - 6 a . A iI�r/!�IIF'`!�+t�" ti ea k... _ ,1) 4) Lope.. / s ' r � ' a lei e. \\p.r-s Ae.,carp2e*"/ 5? \ 6 ca. // 7 . / --L t2 4D, r7 — , t' , weste ,1 L' , i , 1 — Z 5 a• — � / s '• 1 ,41 * : lite —L : . ; - u b 1,Wiii ,, /40 - .00 - Ii1 b0. -i YO M s 1> s lj gis a AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland --_. FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK I .. w * 1.. \ ,. 1. I N — lii.V.4.' .. ,- '; 1 , ' 3 COLOR &.�'t'�,k,'v4_" i�'o y'e y TRIM �:..e.4 r /) ,sfi- — -- A1'_i, ' i i1 L______ ......., 4 =;;A .i. . . maAllxIII II MVP'is reA 4. Vel I 1- M. Bldg. - a ;, a Extension i , Extension /(' pc• ') 2S2 7 Extension =___ Foundation 151-O Bath / Dinette Porch ,,S- 1.a0. -� s.3 Basement t-' Floors n .7 }`e K. chL i,�!; `,,} r p �� 3 a Ext. Walls G •••-t- Ext. cot" Interior Finish rte^ LR. Breezeway 'Fire Place ("la's' Heat 8. Li W DR. Garage ,/,( .2 0 , ei Yr) 1 .4--48 yk a Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. 7-v a L ‘5-/-/Z-2) a S- Dorm r Driveway Total I v- 4-lc?O r‘fraco `N,, . • SURVEYED FOR.-/1i/4�rk 4•.:„..-;/./0y 4/y. .I`0,c's K/ LOCATED AT£45T /LSs1?/-,R/ . TOWN OFJ�(Xi7t-1-.':C' . SUFFOLK COUNTY N.Y LOT/O MAP OF �r-./0%/.•.IG‹..Q2 r [.i.e00v.3,..__.‘E1:r'..✓/ . CO.CLK. NO.c5-.3/6 FILEO.A e g/969 SCALE 1"-•.6°' SUFFOLK CO. TAX MAP DATA:- DIST/0/00 . SEC.0.82, BLK.041.0.) LOT 0/i.004 I 1 i 1 .,,/ 7y VZ.:.fo;E /95.59 , 1 -4 P L .., ,i , fr 0 0 .41-'.4.".. 4 C.At, 4371 f*N4C).. d ^ a ; b� itis nta3i Lal /ri Ill eWt�T,F/cu je qJ�qM i W 4., ) � 9JN � VI 4 /1//.4Ai4: r C/.,fOy I./y�c,/t3o A/ , M N. lY .o• Iii A iuy/1/4eps.*Gr_co,u>�,.,,,y ccc (11 N ;�,y K ;9.7 I In /, ,aqy �r«.,ep e Q C a .< II,r�:a in > if y I a 7.9..12'4c)'-W./ /va. .¢ I I Le 9 .. NI 1 SURVEYEDO0r, 291 200/ BY , 7r 1 RAMPART SURVEYING P.C. WO BOX 340 13J 1 (.--r°— ) EAST MORICHES, L.1.. N.Y. 11940 4 .!:Y .• "'�r...,,,,,�P.a Nl d/lJ FILE NO./4-77S •'AWN BY -,y/