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'o�Og11FFOl,YtoriTown of Southold 10/5/2015 4 �d P.O.Box 1179 �- r,_ 53095 Main Rd �,14 �a ' Southold,New York 11971 ` CERTIFICATE OF OCCUPANCY No: 37815 Date: 10/5/2015 THIS CERTIFIES that the building COMMERCIAL Location of Property: 105 Lawrence Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2014 pursuant to which Building Permit No. 39065 dated 7/30/2014 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: storage building as applied for per ZBA#4071, dated 3/25/1992. The certificate is issued to Barszczewski Jr,Joseph of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39065 7/9/2015 PLUMBERS CERTIFICATION DATED /. h ed ignatu ., - TOWN OF SOUTHOLD ..ta, FFo��4aG• BUILDING DEPARTMENT O j ? TOWN CLERK'S OFFICE Tp- - SOUTHOLD, NY ti'F.1ya1 ,�,aoR,ti' 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#: 39065 Date: 7/30/2014 Permission is hereby granted to: Barszczewski Jr, Joseph 1450 Albertson Ln Greenport, NY 11944 To: Construct a new storage building per Planning &ZBA decision#4071 as applied for At premises located at: 105 Lawrence Ln, Greenport SCTM # 473889 Sec/Block/Lot# 53.-2-9 Pursuant to application dated 6/17/2014 and approved by the Building Inspector. To expire on 1/29/2016. Fees: CO -COMMERCIAL $50.00 COMMERCIAL ADDITION/ALTERATION $1,750.00 Total: $1,800.00 Building Inspector •01S® /o,�®��pF (/��0 Town Hall Annex 11 ® ` Telephone(631)765-1802 54375 Main Road ; • Fax(631)765-9502 co P.O.Box 1179 4 $ roger.richert(atown.southold.ny.us Southold,NY 11971-0959 a COUN B 99*////' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joe Barszczewski Address: 105 Lawrence Lane City: Greenport St: New York Zip: 11944 Building Permit#. 39065 Section 53 Block: 2 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat Co. License No: 953-ME SITE DETAILS Office Use Only Residential • Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph 200A Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: Relocate 200A Electric Panel Inside New Building 1-30A Recepticle for Compressor Notes: Inspector Signature: Date: July 9, 2015 Electrical 81 Compliance Form.xls 310 (0 * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 , SPECTION FOUNDATION 1ST [ ] ROUGH PLUMBING ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATI; [ ] CAULKING • REMAR AULALAhmr- • / P.* . - 44.71 A /70 r4d (r ( DATE • / INSPECTOR /4. 0€ /.0\ # *? �o d� !CUUNTI,,,,.I' TOWN OF SOU = ., . - • - i ING DEPT. CA/11 765-1802 / ,-- ---- INSP[ ] FOUNDATION 1ST [/1114 GH PLUMBING [ ] FOUNDATION 2ND [ OLATION [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AJ /9-C'_P AS DATE r5 INSPECTOR -A2-7 7` :"(- (06 .5/.--1-- 7--- -- ��,e'��OF SOOIbp': , X0.,2 0 TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL C51 ---,671--___CO [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 042 P'4IWEMARKS.#/ ? c4--r-t l?L c -/ h:t./.../$1.4 "r7 ! . �u1 / 2 .�, e' 72/ ,-,-,149 iZ,t, -Z 241 4,,zet,e1-Z. c 4.12 i le ,,A)4L /4,1,41,,,g/c i . 1� i,.,,,A.,;(..e....ec _._.. /4C ; /el , ,,,, DATE 0---- AeAr INSPECTOR FIELD 3NSPE ON REPORT DATB COMMENTS . ' i , i 0 • , I-' ,,,pev . . /-k/6 ' i‘ i /_ if . 4...: 7.31:tar ,-1, 02, , FOUNDA4-4-,-.4-,, _ .. v,, TION(1ST) : .. . , Cn • FOUNDATION(2ND) . . •. , . • .. `. tri • r t ' •' ' 1 I • ROUGH FRAMING.& PLUMBING . . �. • • •r .. ., - .. .. . . . . ^ - • F�.1 �.. W • \/ y INSULATION PER N.Y. • STATE ENERGY CODE . , , , W 1 - -5:*_" *-0 _.,41 : ___. I 40 � J*- - 1: '494, _ /Ar-L, -!'�' ' % ' '1 4 FINAL " "� _" _ , ' . 02Dee4e,r- ay& ° 164-74•404°., , -`'' 1-:#f"'"4 ADD'F`10itCQIViEIVS' • a�r,e, -c� QUI = c� J '0. _ , b-1(0-IS etecL Perrrr . . •. Jo - /7 lej'-----.� ., P ex- . . • .0 -�c-'I - . V ,,2., e` 81 (0 p ' ,�1► • A G-�� � • • �,1 7 • . tii N-.....,.....t • • :.TOWN OF.aOUTHOLD 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) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 87'90-J,r Check Septic Form E0:71E, 11)��i( i � N.Y.S.D.E.C. I` :..1;913 Trustees C.O.Application r ' JUN 1 7 2014 Flood Permit Examined 7f 20 (� l Single&Separate i HI I i I . _ I j ! Storm-Water Assessment Form t + I` BLDG DEPT , L , = , '_-TOVWN OF'SOUTHOLD." ,: \__- Contact: / ff - _ .Se�6j A252 eZ4.1i1.5k �R Approved 71 ,20 14 _--__ Mai to: Disapproved a/c ✓� ,i . 1-fii5//2.., / 4'r4g - ''S4ad LA°'-- Phone: a/Ccs�is`trixr-A1y' Expiration 9 0 ,20 f,, �,,,d `'27 D797 I �2 1J- d'7/-0cf 3 7 RECEHET) Building Inspector APPLICATION FOR BUILDING PERMIT Date /i,- , 20/Z BLDG DEPT. INSTRUCTIONS TOWN OF SOUTHOLD _ 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 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 shll 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 authorized inspectors on premises and in building for necessary inspections. , "7-4.(Signature of ap7 i nt or name, if a corporation) .n ) C ee-----6,—Al"eardress i, 'r (Mailing adof applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder d141d0Cr Name of owner of premises 54504 if fdiis, Zt a,5- ; Jie. (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: WS"- L.44✓Itaie"dt1C "LA`ie.= arm Ayox.r , House Number Street Ham et County Tax Map No. 1000 Section ..5:3 Block Lot 9 . Subdivision Filed Map Nd. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyAI • b. Intended use and occupancy j V,eg Ge-' 3. Nature of work (check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost MFee i (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. 7. Dimensions of existing structures, if any: Front _ 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: FrontJ�' Rear .S - Depth', 7!-C I'L Height 2' ' Number of Stories 9. Size of lot: Front C2, 5" Rear o.ag, 5' / Depth /6---e> t 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 416#7 pi ?/,2e 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V' NO 13. Will lot be re-graded? YES /\TO Will excess fill be removed from premises? YES NO V 14. Names of Owner of prem ses�`3�� K.6Al2$Z4ZZ /c fess/Oo,/t ersi,1/ ,64 Phone No. �i't` 6/77' eY9/'' Name of Architect Address Phone No Name of Contractor 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,IAY 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.ns 18. Are there any covenants and restrictions with respect to this property? * YES NO v * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) t7C,se F /rf�S2�' urz.fir) being duly sworn, deposes and says that(s)he is the applicant ame of individual signing contract) above named, (S)He is the CIO (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 kh#. esgyj .lief; and that the work will be performed in the manner set forth in the application filed therewith. notalNo 01ST6164008 w York Commission Expires Suffolk 9,20/A Sworn before me this c� day ofd 20 1 aUkt 'Kr) 409' A61-46A.S. Notary Public - pplican • FORM NO.3• '� J TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,N.Y. • • NOTICE OF DISAPPROVAL/ • Date ../,Q, rg9 ,19 p" To .f�s 16. . ... .. ... . ��'/ ./d/ PLEASE TAKE NOTICEt.!..!1'r��'that your application dated � , 19/Z.. for permit to 6i N ..calaiere at /mo Location of Property ��� Ii`??r.... "" 7 House No.o. Street Na et County Tax Map No. 1000 Section (-5-1-3 Block `-Z Lot 9 Subdivision Filed Map No. Lot No. ,, �_o is returned herewith and disapproved on the following grounds .�% yy7 e � I.. X/l(iQ y� G 'l7..fQQ—�vx�Y��� e ,._ /.,� ��f 72e hjQ.. , WW a 41eace-refe I t#1/ 4 le de; , ! // � ' �' Bui1d�• Inspec or RV 1/80 . ( s ' 1 •APPEALS BOARD MEMBERS SCOTT L.HARRIS ( �„ Supervisor Gerard P.Goehringer,Chairman J Charles Grigonis,Jr. ' Town Hall,53095 Main Road Serge Doyen,Jr. '> - - James Dinizio,Jr. , -y. , ;- P.O.Box 1179 • Southold,New York 11971 Robert A.Villa Fax(516)765-1823 Telephone(516)765-1809 Telephone(516)765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS Appeal 'o 4071: Appli - ' on made by JOSEPH F. BARSZCZEWSKI, JR. for Variances to the Zoning Ordinance, Article XXIV, Section 100-244B, for permission to reduce setbacks, and Article XIV, Section 100-142 for lot coverage at more than thirty (30%) percent of the total lot area. Application/owner is proposing to locate a principal storage-buildi-ng-in -this- Light Industrial (LI) Zone District and will be required to obtain approval from the Southold Town Planning Board concerning the site plan regulations applicable for this nonconforming lot. Location of Property: 145 Kerwin Boulevard, Greenport, NY; Map of Peconic Bay Estates, Lot No. 176; County Tax Map ID No. 100-53-2•-9. WHEREAS, after due notice, a public hearing was held on March 5, 1992, and at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. This is an application appealing the Building Inspector's October 29, 1991 Notice of Disapproval concerning insufficient setbacks and excessive lot coverage for a proposed principal storage building on this unimproved parcel. 2. The premises in question is located in the Light- Industrial (LI) Zone District and contains a total (nonconforming) lot area of 9375 sq. ft. 3. The subject premises is a corner lot as defined by Section 100-13 of the zoning code with frontage of 62.50 feet along Kerwin Boulevard and 150. 0 feet along the north side of Lawrence Lane (a private, unimproved road) . rpage 2 - Appl. No. ' __ 71 Matter of JOSEPH F. BARSZCZEWSKI Decision Rendered March 25, 1992 4. Article XXIV, Section 100-244B of the zoning code provides reduced minimal setbacks for a principal building on a nonconforming lot of this size as follows: (a) front yard at 35 feet, or more; (b) side yard at 15 feet, or more; (c) rear yard at 35 feet, or more. The lot coverage required is twenty (20%) percent of the total lot area. 5. In this application, reduced setbacks are requested: (a) from the northerly property line five feet; (b) from the easterly property line at ten feet; (c) from the southerly front property line at 7-1/2 feet. The lot coverage is 50 feet by 75 feet for a total building area of 3750 sq. ft. , or forty ( 40%) percent. 6. The following factual data is also noted for the record in considering this application: (a) a preliminary site plan review is pending before the Southold Town Planning Board; (b) the parcel is surrounded on all boundaries by other parcels also nonconforming as to lot size in the LI Zone District; (c) a portion of the private road known as "Lawrence Lane" is clear for emergency access, and the applicant has assured the Board that he will increase the clearance between the proposed building to and within Lawrence Lane as is necessary for fire and other emergency vehicles; (d) the Office of the Planning Board has agreed to waive the necessary screening along the south side of the building in order to allow sufficient access from Lawrence Lane for fire and other emergency vehicles to the back of the building; (e) the proposed equipment and vehicular storage building will be for the owner, not requiring active daily parking for on-site customers since the intent is strictly for storage and parking inside the building by the owner without plumbing facilities (unless subsequent application is made to the Health Department and Building Department for plumbing facilities) . 7. In considering this application, the Board further finds and determines: (a) that this particular lot is a corner lot and even with the relief granted the building will be further set back . i -Page 3 - Appl. No. _71 . ', • Matter of JOSEPH F. BARSZCZEWSKI Decision Rendered March 25, 1992 from the street line of the street than the rest of the buildings; (b) there are no easements across the back portion of the premises and there are no buildings on nearby parcels which are affected by the placement of the proposed storage building; (c) in the event the requested setbacks were not granted, the only alternative will be to reapply for front yard variances (which would not be more reasonable under the circumstances) ; (d) the owner of contiguous property to the east has confirmed in the record that the yard area immediately abutting the applicant's property would remain as an open, unobstructed area for the applicant's benefit as may be needed under the circumstances (see hearing transcript of Marna 5, 1992) . -- (e) the use proposed, for principal storage, will be compatible with the overall plan and policy for development in the Town and would not create conditions distinctly different from those existing in the locality or essentially alter the permitted uses in this district or of adjacent use districts; (f) the safety, health, welfare, comfort, convenience and order of the Town will not be adversely affected by the proposed storage use; (g) the difficulties claimed are uniquely related to the land and are not due to the general conditions of the neighborhood, are not personal to the landowner, and have not been created by the landowner; (h) there is no other method feasible for appellant to pursue other than a variance due to the nonconformities of the land; (i) in light of all of the above, the interests of justice will be served by granting the variances requested, reversing the north and southerly yard setbacks from 5 feet and 7-1/2 feet to 7-1/2 feet and 5 feet, respectively, and as conditionally noted below. ACCORDINGLY, on motion by Mr. Goehringer, seconded by Mr. Dinizio, it was RESOLVED, to GRANT relief in the Matter of the Application of JOSEPH F. BARSZCZEWSKI, JR. under Appl. No. 4071, SUBJECT TO THE FOLLOWING CONDITIONS: Page 4 - Appl. Ne, ) 071 "Decision Rendered March 25, 1992 Matter of JOSEPH F. BARSZCZEWSKI, JR. 1 . The setback at the northerly property line shall be not closer than 7-1/2 feet; 2. The setback at the easterly property line shall be not closer than ten (10) feet, as applied; 3. There shall be a 10-ft. clearance in the southerly area extending from the easterly side of ;Kerwin Boulevard for emergency access by fire and other vehicles (a five ft. clearance from the building and five ft. clearance within Lawrence Lane, for a 10 ft. total clearance, is acceptable) . In the event of any shrubs close to the building at the southerly side, the 10 ft. emergency access can be moved closer towards Lawrence Lane (in the event ,some screening is mandated by the Planning Board site plan regulations) . Alternatives may be agreed to between the ZBA and Planning Board to prevent a conflict. - -- - — — - - - — - Note: Any change of use to other than that permitted under the Light-Industrial Zone District regulations may be subject to further approvals or other requirements of the Town of Southold or County of Suffolk. Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Grigonis, Dinizio and Villa. This resolution was duly adopted. * * k GERARD P. GOEHRINGER, Cp(IRMAN RECEIVED AND PIS. ' {3 .Z• L11i E / A-51/ -_:.)1jdL / /h • Town. C-- --Tr_n n or '=c Town of Southold PC/Codebook for Windows I . Bulk'Schedule for Business, Office and Industrial Districts [Added 1-10-1989 by L.L. No. 1-1989; amended 8-22-1995 by L.L. No. 18-1995] LIO HB 0 LB B Light hamlet B'1-1 M-II Industrial Limited General Park/Planned District Business Business Business Marine I Marine II Office Park Industrial Minimum requirements for business.office, industrial or other nonresidential user _ Lot size(square feet) 80,000 20.000 ' 30,000 40,000 80,000 120,000 40,000 Lot width(feet) 175 60 150 150 150 200 100 Lot depth(feet) 250 100 150 - 150 , 150 _ 300 150 Front yard(feet) variable-- 15 variable- 35 35 variable' variable' Side yard(feet) 20 10 25 20 25 30 ' 20,....o-- Both 'Both side yards(feet) ' 45 25 50 45 50 - 60 - 40 Qi - Rear yard(feet) 75 25 35 25 25 75 70 Landscape area(percent), 35 25 35 25 20 '35' 25 Maximum permitted dimensions Lot coverage(percent) 20 _ 40 30 30 30 20 30 Building height(feet) 35 35 35 35 35 35 35 Number of stories 2V2 2 - 2 2 2 2 2" NOTES' i For minimum requirements for residential uses,refer first to Density and Minimum Lot Site Schedule for Nonresidential Districts and then to appropriate indicated column in-the Bulk Schedule for Residential Districts In the Marine I and Marine II Districts,only land above mean high water shall qualify for area calculations. 2 Refer to appropriate zone ordinance - 1 .BUILDER zitEt a la 5. .y DL 29 GA. PAINTED 1 m STEEL 117(6' TNED II /HEMMED FASCIA p ' — STEEL stm WALL PANELS B01 CORNER 7RIOA Ii 11 11 11 11 l ,ala ' 10'0'x 10'0" 1n .11 Ti Mk IX II II .4.1. OVERHEAD DOOR t . gm :1101 NV F., o0 man 0 DI OWNER SACK SIDEWALL LEFT ENDWALL SCALE VP.1.7 SCALE LLS'-1'0' 29 GA. PLANTED STEEL CO 12'RIDGECAP(VENTED) Z / 29 a.PANED 29 G 11111111p IN-EDll EEL 4112, r misnlam s I V gir -a-- SCREWDOVVN ROOF — au Nca an Fol IN10111111 I, ,,0 12'0' X 14'0` . 12'0• X 740" _ OVERHEAD DOOR OVERHEAD DOOR ALL INFORMATION MOWN 021 THIS DRAMODl DE _. PROPERTY OF 5111RR ■ POLE BUILDINGS LLC. TREI DRAWING RAYNOT L$ISYATNOUE FRONT SIDEWALL RIGHT ENDWALL FatatailosBULDERAND PYNERAFERG9'OEAE 6C*L IlT-t•o- OGLE DAL'-ITP _ TD l .'ALLDhIOI EA BEFORE CONSTRUCTION DRAWN BY.ALS REVIEW: REVISIONS DATE:03/92/12 sITEBARSZECEEWSI < ELEVATIONS A : 2 BUILDER U 75' "$ 1 3' --10' I 6' 'I 8' I 8' I 8' I 8' 'I 8' I 8' I 8' ..., ._ . Y��.ir �r��.YY�r.,� �—r�. �_i �_�ii�_ �� 1 s t. midi 3-2X12 MSR SYP - 'ilIR` 11I--�/ TRUSS CARRIERS O a ❑£ / li- I ��, NEW BUILDIN? SPECIFICATIONS 4, 50° X 5° X 16°5 POST & FRAME GARAGE c9p — O -18" X 8" CONCRETE FOOTINGS (GABLES) .7- 0 —24" X 12" CONCRETE FOOTINGS (SIDEWALLS) (9424 LB CAP; 8320 LB COLUMN WT) - O 14 0D 0 2-3'O" X 6°8" 6—PANEL STEEL ENTRY DOOR — (b 2-12° X 14' STEEL INSULATED OVERHEAD DOORS — 2A 1-10' X 10' STEEL INSULATED OVERHEAD DOOR ' ALL GABLE POSTS 7,3 EXTEND TO TOP ®3 2-36" X 44" VINYL THERMALPANE CASEMENT WINDOWS i Svc OF ROOF TRUSS ® —3 PLY 2X8 GLU—LAM POSTS 8° OC.(TYP.) 1:D_. i (3 PLY 2X6 POSTS AT GABLES) IDin 2 2X6 TREATED SKIRT BOARD — > 2X4 SPRUCE WALL GIRTS & ROOF PERUNS 24" OC. M Z lo 2-2X12 SYP MSR TRUSS CARRIERS ®8' SPANS— i' N ei (H2DSYP MSR TRUSS CARRIERS 4'10 ER CAPACITY=1270 PLF; ROOF L SAD N—P40 LF) 10V 3—X1cfi — 0 (HEADER CAPACITY=1436 PLF; ROOF LOAD=1040 PLF) CD / TRUSS CARRIER TO POST= f"X4" GRK STRUCTURAL SCREWS ra 7 ®EA.POST (2 PER SPUCE MIN.) 9296 SHEAR RATING ® —t m PRE—ENGINEERED ROOF TRUSSES— / 4/12 PITCH, 48" OC, 31.5-5-5 LOADING N O N 6 ROWS 2X4 BOTTOM CHORD TIES 1 T2 ROWS 2X4 LATERAL BRACING (AS PER TRUSS DWG) ALL INFORLIMIN SHOWN / H-10 HURRICANE CUPS �178OF%MK 29 GA. G-100 PAINTED STEEL ROOFING & SIDING PROPERTYDAWN .:TK POLE DuuDP408 LLC.12" SAVE & GABLE OVERHANG W/ VENTED SOFFIT & ® ` 1N`,D� TND, OE PEPRCOOCEOVATFEEN in FASCIA 2-2X12 MSR SYP PAINTED STEEL 12" RIDGECAP ,a, ,�, � 1 cDnsrRuelm t T&tl� CARRIERS I( aaawW: ALS �, � o o a A A l I °"' REVISIONS: 3'-4----------8/— `1 8' I- 8' I- 8' I_ 75'8' I 8' I` 8 I 8' I 8' 1 DATE:03/12/12 FLOOR PLAN SIMBARSZECZEWSX E:1/8• SCALE =1.0• FLOOR PLAN A + 1 !!! . 1 ✓ FOR INTERNAL USE ONLY at 0 i k L` __k),'- • • • SITE PLAN USE DETERMINATION Initial Determination • • .. Date: '-[/ lr I /2- : it. Date Sent: ? f f i I/�. Project Name: Kecy4- 5iCZ&-J 27"v'. . Project Address: /Ds- La,,,Jrnt.co, 6_7 G /d(-( : 1 Suffolk County Tax Map No.:1000- 5-3 - 02 - ( Zoning District: &2 - Request: 5e" -4-. PR/A/CIPM- 97624E j(/i 14)(46 x-12 a3A" • - (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) . Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: J S',nature of Building Inspector • Planning Department (P.D.) Referral: /� P.D. Date Received: li / I / a Date of Comment: _Y / 17 / 1 a - Comments: 4 ovq-kx\!' 114142,1 c' _. ... , .-N-----1 ^6` a ► s` I • *Cie ea • 4 -*„ • cL • . 0k! lac F! [' �►_91./,t' IA 't J • 4•Pr. , r,irhnlr mi a 1 `v w`IA—^• l G_ gadt€ L b. !! ann'ing_nept.- aff Revie /-1` Final Determination - Date: I I Decision: SinnatiirA of Fluilclina Insnectnr TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 18, 2012 To: Joseph Barszczewski 1450 Albertson Ln. Greenport,NY 11944 Please take notice that your application dated April 5, 2012 For permit to construct a principal storage building at Location of property: 105 Lawrence Lane, Greenport County Tax Map No. 1000—Section 53 Block 2 Lot 9 Is returned herewith and disapproved on the following grounds: Pursuant to Article XIV, Section 280-57, the proposed construction requires Site Plan approval from the Southold Town Planning Board. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. �, ��.�.• MAILING ADDRESS: -*PLANNING BOARD MEMBERS I11#1*q SO(I11 P.O.Box 1179 DONALD J.WILCENSKI Southold NY 11971 O Chair OFFICE LOCATION: WILLIAM J.CREMERS cn `. Town Hall Annex PIERCE RAFFERTY G ; cc. '�� 54375 State Route 25 JAMES H.RICH III 'Q � 1� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR -21r(,'QUSn."� Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 6, 2014 , MAY62014 Mr. Joseph Barszczewski 1450 Albertson Lane BLDG DEPT Greenport, NY 11944 1o0 OF SOUTHOLD Re: Approval - Proposed Site Plan for Joseph Barszczewski Located at 105 Lawrence La., ±240' w/o NYS Rt. 25 & Lawrence La., Greenport SCTM#1 - Zoning District: Light Industrial 53- ; 9 Dear Mr. Barszczewski: The following resolutions were adopted at a meeting of the Southold Town Planning Board on May 5, 2014: • WHEREAS, this site plan is for the proposed construction of a 50' x 75' (3,750 sq. ft.) storage building on a 9,375 sq. ft. parcel in the LI Zoning District, Greenport; and WHEREAS, on March 25, 1992, the Southold Town Zoning Board of Appeals (ZBA), reference #4071, reviewed the proposal to construct a 50' x 75' (3,750 sq. ft.) storage building on a nonconforming lot of 9,375 sq. ft. Area variances were granted as requested, permitting lot coverage of 40% (20% max), north side yard at 5' (20' min), south side yard at 7.5' (20' min) and rear yard at 10' (70' min); and WHEREAS, on June 5, 2012, Joseph Barszczewski submitted an application for site plan review; and • WHEREAS, at a Work Session held on July 9, 2012, the Planning Board accepted the application for review; and WHEREAS, on July 19, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their-comments; and WHEREAS, on July 19, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act Barszczewski Page Two May 6, 2014 (SEQRA), determined the application to be a Type II Action pursuant to 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities, therefore, not subject to review; and WHEREAS, on July 27, 2012, the Architectural Review Committee reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on July 28, 2012, the Southold Town Fire Inspector reviewed the application and determined adequate fire protection and emergency access for the site; and WHEREAS, on July 30, 2012, the Greenport Fire District found that there was adequate fire protection as proposed; and WHEREAS, on September 17, 2012, a public hearing was held and closed for the above-referenced application; and WHEREAS, on September 26, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on September 28, 2Q12, the Southold Town Engineering Inspector reviewed the site plan pursuant to §236, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on October 15, 2012, the Southold Town Trustees reviewed the proposed construction and declared the project as non jurisdiction; and . WHEREAS, on April 11, 2014, the New York State Department of Environmental Conservation (DEC) issued Tidal Wetlands Permit#1-4738-04305/00001 and, as a condition of that permit, required the applicant to provide a 10' wide non- disturbance/non-fertilization buffer in the rear yard to be planted with Eastern Red Cedars (min 1 gallon) at 5' on center and seeded with switch grass; and WHEREAS, the site plan application did not require approval from the Suffolk County Department of Health Services (SCDHS) due to the fact that no sanitary systems are being proposed; and WHEREAS, on May 2, 2014, the Southold Town Chief Building Inspector reviewed and certified the proposed private warehousing facility as a permitted use in the Light Industrial Zoning District pursuant to ZBA File#4071; and V Barszczewski Page Three May 6, 2014 WHEREAS, on May 5, 2014, 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; therefore be it 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 grants Approval with one (1) condition to the site plan provided on the survey for Arshamomoque, SCTM#1000-53- 2-9, dated May 24, 2012 and last revised March 21, 2014, prepared by John T. Metzger, L.S., and authorizes the Chairman to endorse the site plan with the following condition: Condition: Place the following notations on the site plan: 1. This site is subject to DEC Tidal Wetlands Permit#1-4738-04305/00001 and ZBA File#4071. 2. This building and site shall be used for storage only; any change in use will require an amended site plan application. Please also note the following requirements in the, Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded,so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 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. Barszczewski Page Four May 6, 2014 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. If you have any questions regarding the above, please contact this office. Very truly yours, (-74:44-, \(^)tarl Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map i 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: Tea_c,c1/ f ki-T,SZG2 , ThApplicant Signature: ��J, Date: 0y /,." - MAILING ADDRESS: PLANNING BOARD MEMBERSi#/_1�`,, 0 SO(/ P.O.Box 1179 DONALD J.'WILCENSKI �'I�QV' ��� ; Southold,NY 11971 Chair *; OFFICE LOCATION: WILLIAM J.CREMERS c/a yc Town Hall Annex PIERCE RAFFERTY , G aQ ,' 54375 State Route 25 JAMES H.RICH III y i.1 (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR C'®U �� .�d Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD I IC, rni October 5, 2015 J� OCT - 52015 L� Mr.,Joseph F. Barszczewski, Jr. - -� 1450 Albertson Lane ?LDG DEPT,()I II , r Greenport, NY 11944 Re: Approved Site Plan for Joseph Barszczewski, Jr. 105 Lawrence Ln., ±240' w/o NYS Rt. 25 & Kerwin Blvd., Greenport SCTM#1000-53-2-9 Dear Mr. Barszczewski: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made on September 11, 2015 and the report received from the Town Engineer on October 5, 2015. The site is now in conformance with the Approved Site Plan provided on the survey for Arshamomoque, SCTM#1000-53-2-9, dated May 24, 2012 and last revised March 21, 2014, prepared by John T. Metzger, L.S. This letter does not condone any changes from the Approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector 1 0 Town Hall Annex * *; Telephone(631)763-1802 54375 Road 4ttc. � roger.richertfa ou`m�sout??d.nv.us Southold,NY 11971-0959 : 4°4CQ # III, u1t 1', ," BUILDING DEPARTMENT - TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: • Date: G kJ/e Company Name: —� 61— - Name: - - --- � A+� tk r -License • No.: c-) Oa- Address: ,� r Address: f'o 04 - /1121111,w6k, Phone No.: fie r 2� () 23, /971 JOBSITE INFORMATION: (*indicates required information) *Name: 36e. t6“--s zc a e,3 s kt J c . *Address: d *Cross Street c • *Phone No.: C31- t/77-0Tlg7 Permit No.: .590(3,_5 Tax Map District 1000 Section: .2) Block: 0c)... Lot 07 • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 6-(1.S" kiQ �l/edr�C p& 1. (Please Circle All That Apply) *ls job ready for inspection: dtP NO Rough In *Do you need a Temp Certificate: YES/) Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground Number ofJ4 ers Change of Service Overhead Additional Information: PAYMENTib,UE WITN;A�l� ICAT�IQM • Q ,� I ��� LI 1_11 JUN 15 �; aec0 (JJ" 1/ 82-Request for Inspection Form DEPT \! `�; 1.S 110,7r1 of 3o11-1101 D I VQ, ,•,,'`,t Urriitp.,Ii Scott A. Russell ;.•••',0-°S .i V. STORM\��'A\T ER SUPERVISOR a \ ; M[AN AG)EM E l�T � SOUTHOLD TOWN HALL-P.O.Box 1179 p �� 53095 Main Road-SOUTHOLD,NEW YORK 11971 ••• Town of So u th o l d NI 1 9 2014 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ,DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes O (CHECK ALL THAT APPLY) i • ❑ A. Clearing, grubbing, grading or stripping of land which affects more - than 5,000 square feet of ground surface. El El B. Excavation or filling involving more than 200 cubic yards of material ❑Lwithin any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 0 F. 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. 1000 Date 1 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) - District • NAME: , 4, d/ f !h,,, _, 7 / , w„„o S Block of ` "* FOR BUILDING DEPARTMENT USE ONLY'.F In�atlon. &.ft& C ckphone Numtul �fl� Reviewed By: V�� Date l0 iiJ' i PropertypAddress/ Location of Construction Work: V 1-r r 0-- /_ Eil Approved for processing Building Permit. / � Stormwater Management Control Plan Not Required. 6 e-2°0 c /V l JStormwater Management Control Plan is Required. LJ (Forward to EDAngringCepartment for Review.) FORM ” SMCP-TOS MAY 2014 X p t le co u U c`.6tdb r Mil l C thr, . APPLICANT; S.C.T.NI.*: 1000 "mak•. CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) • •---•----••--• -- -- /cs.0 t-3 a Stormwater Management Control Plan CHECK LIST Section Block Lot `'� —4.- .° NAME: JQf c� cril,Ki ..t. `� S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Please Pnnl ye Date: / • .. '+T RRR * The applicant must provide a Complete Explanation and/or Reason for not providing •.oC all Informaticln that has been Required by the following Checklist! Sign mre Telephone tlumben eaaaar•a'' I. A Site Plan drawn.to scale Not Less that 60'to the inch MUST _.._" " _ • If You answered No or NA to any Item, Please Provide Justification Herei YES NO NA show all of the following items: - -.-- If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries [( b. Total Site Acreage. J—1 _ c. Existing -Natural & Man Made Features within 500 L.F. - of the Site Boundary as required by §236-17(c)(2). 9EC�� t rtIS9��®11 _ d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Cl�(��tl�6� "1 e. Limits of Clearing & Area of Proposed Land Disturbance. Shall incl as �° ` b®9i t �d t®. f. Existing & Proposed Contours of the Site (Minimum 2'intervals) A well maintalitle Entrances& g. Location of all existing & proposed structures, roads, Wire Back Solt�eue • Illi ®n& driveways, sidewalks, drainage im improvements & utilities. �+ �� YP Seeding of ezz(�ose��u�d�cae Inactive soils. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. _ I. Location of proposed Swimming Pool and discharge ring. [�I (��I ,,,iT � �R (l b°3t j. Location of proposed Soil Stockpile Area(s). rrhirnitActT 1�9��f ® k. Location of proposed Construction Entrance/Staging Area(s). Y �ut,��mrrug at/b5'-jw,tt�i mR� I. Location of proposed concrete washout area(s). Lae-PUPPteJVHfes s 'peer`s Cert featiorx Ltbot is udoge has been installed to Coo( r - rn, Location of all proposed erosion&sediment control measures. —4:3 2. Stormwater Management Control Plan must include Calculations showing . that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all im ervious surfaces a two(2')inch > ! t Da2-) P generatedby - _ rainfall/storm event. ii 11 ,l, (k) NI` , 1 3. Details&Sectional Drawings for stormwater practices are required for approval. _. ../, ) i Items requiring details shall include but not be limited to: A.; ' i"j • 1,040,A ) vt iL-./,- a. Erosion & Sediment Controls. Oil= ,I /g f , b. Construction Entrance & Site Access. NM Mil iiiiiii. . . .. _ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) Will d. Leaching Structures (e.g.infiltration basins,swales,etc.) ytr.r.—..._.y.=.—..•—a1.:. •r_.•,..._._.._ FOR ENGINEER! n PARTM I-I, 0- ONLY.'" { I Additional Information is Required. 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Illii A , , „i 4.,„ Nit i . • Ill 0 ik•All a° '.... • S. • Jr 'i rk le i IP a 4 . i , : ) ., , .. .1 i la 114-' .3.• a 7 .4r. • • Vii . a, . ....7 . . ,,, L . 44 !it 1 . • 41 C11.7"11. " . . : . : , . N .0 RAINAG:f CA1Cv ATio .A 1 . I .. ... . / R..I 7.5",So , 2' R.,..Poi F... ar co,f •'1 , fa .5 CP • / . 40 2:38 ' hlo.,oio,,,.. 90,,.t • / . a 0 0.r / , . . .. .. . - .. - q:1?, 'K 8'0-D ,.., =_a_c ,i CF _ -. a i , / '.. "e..,-- °4-Ct,4 , . ' • •-'74,..,'1;4/ 'i" • . " ,,,,..r ,_ 4. be / 0 / -. --2 - ' ....'''''•,,. .,". - - . l..4' c,;•(‘ ;:',..?..,< '`4„. / '1/4) ,/ - .r.", • , V' \.1. • -0,, 61, ..,/ i '--- A ,• -1,i(i, / 'S ' ' 4-<<'''''7:). / 2t Y • \1/4:N s•-,„.. . (4' - 4F1. 4 • \\* . ..„ , vr, • • GP , • _ F Ty..., .; ' - 1 ,• '-,.., "---....._ /14.,44/;,;„," ..-\,\-,-;Le\:,\(\N--\-...- y1.,„7.f4• , ,,,, V fil /.. ‘," '..:,4,,,,,, /0. •.. .." . 6 ,,\--) -- C 4? i . \ /- - l& c;;// '\'''I • /ti cC • - ' Zo,,e A if b1 . ' , k ..- ,.I el) I'' /• "'""/ 7 . 6- / , .. sr- • , " 9 , , i ... K E Y l'i AP -- / ,., tp 4,. iu, , V • _ 4 , *,..,. i ` \N , ',-- '''' cai ,' \-, -S Cale j',./00' -. DEC-9 1991 ' '''. e5,9 1 / -,%. (5,0•• . - / \ \ "- - e'eri,... / \g'' ---- ,0 - - _ __SITS pi.A W ) . ___ • , ' „. - Joszpu F aa riS ZXi g t,)s k 1,Jr, _-- a f I •I - A Pc-1-1A/10h1Q0i- .. S c Ail i',2o. i ' I 1000- D53-602 -.009 Z 0 Al b— LI - , . 1.1 2 Gk.,1-Eh Cf tj 7Z4Adi P6 . ... _ --_ -- i a a;.43... j4 a_ 6,-,4>fpu.-1, vv . , " 1.,:. . . . .. . ._ . „..., - ... . . . .._ . . . ____. .___.......__....._....--....._-__._ -- • .. z--• -••.' ---A ' .... -. -,.. ' ''-• - -:: ,",---.L......,..,:..\....,,,-....,..,.01. 4-.....72:.1L-'1Z--_zz: .1 • i , LOT NUMBERS REFER TO "PECONIC BAY ESTATES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 19, 1933 AS FILE NO. 1156. SURVEY OF PROPERTY / ' 5i /5 50,6 -eo ° ° AT ARSHAMOMOQUE ,_ -P -C-- 1 ` - N � c � � �� ��'����m�f TOWN OF SO UTHOLD /- 738�as43SUFFOLK COUNTY, N. Y. ---- '/ /e 7frt iio 7/ 1000-53-02-09 - . SCALE: 1'=20' MAY 24, 2012 JUNE 1, 2012 (LOC. TREES & REVISIONS) Mivc b LI//o ar✓c5-/Z 5/76// �//be 059-d J 9-d JULY 1, 2013 (REVISIONS) ` �`-'Y 1`J l/v`-�= MARCH 21, 2014 (BUFFER) 7©r .o / c., thi eit /)5e u)171 f4 -40-til amine'- 1p. ,_ F 5 Ip//.r, , o.'//`mon. "per,A, ,,„7,7.4,,,,,.,42,,,,6 Rn4���s y0,Q q��,04- APPROVED F APPROV SD BY �o'�', -04,,00„/A, ��'7 'VSs s 041 iPs 44.,-� s% <44; � .S cFN �4N r PLANNING BOARD + Z36. gNOq<<p TOWN OF SOUTHOLD • 61/ 01;0141114 o ¢OF ISFFo� T DATE //c7//,/,/, a/ 4 1 i'll4„„ •01 iiiib4 kiktr► "4'. t / iffiiy • ar/ �,�� �` Mil - L 44 N. 4 ,cr 7 4 RP rg \ ;''. -411-4 - ' fid o }/ ,S, y 4 t _ 1 /} Sb 49 , �o / • �o ,� 0 1 . -O % - Q �° - - ,���• WETLANDS ". 0 isC ! 1.0 tV et, 'so' % DRAINAGE INSPECTIONS ARE REQUIRED \p Contact TOS Engineering at 765-1560 before Q �T44" ^h Backfill,OR Provide Engineer's Certification , 11 �- that the drainage has been installed to Code. A �� � �p�A. � �v EROSION&SEDIMENT CONTROLS %^ � o� `, 1 ;;� Shall include but not ELeJimited.to:_._._ .-- m" 41-.0 % ,�y A well rrraintained or striict on FntrariCe, I Wire Backed Silt Fencing,stiabilizatiori-& sii o ,Z' Seeding of exposed an N��`S' 1 r APPROVAL OF STORMWATER MANAGE 'INT � ��® sls°'"' 1 6 ,`, A CONTROL PLAN -T. Code Cha•ter ,6 �----- - -- t N Io�Rr� c A, Date: ) f N ''••'*AR 4 % AR Appro ed sy: . l.ieis ,,; -- . -- -. j 591/4Z5°�`•,;°o ,, / CO 04 %:N H�4s LOT C c ' 'GE Eb 0ik N'4 , (IMPERVIOUS SURFACE) 0 BUILDING 3750 SQ. FT. .4-�,�� '4r ORFS 62Sp.� 3750 / 9375 x 100=40% ,.b- . *,!iv RAIN RUNOFF CALCULATIONS Z.' jr" o�. BUILDING 3750 SQ. FT 4).4 A � DRIVEWAY (PERVIOUS) 2600 SQ. FT. 3750 x 1 x 0.17 = 638 CU. FT . ( 2195 x 0.6 x 0.17 = 224 CU. FT. AREA=9,375 SO. FT. 862 42. - # ° VF PROVID . DPV1:8L, 8' DIAMETER x 5' DEEP OR EQUAL FLOOD ZONE FROM FIRM MAP NUMBER 36103C0159H co 4).• f O SEPTEMBER 25, 2009 ,Z. 20r ELEVATIONS .REFERENCED TO N.A.V.D. �?' n� "Jul ., �ti ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �.-�; I i� `m N. Y.S. LIC. NO. 49618 OF SECTION 72090F INE NEW YORK STATE EDUCATION LAW. G. C:2(41!:': 1- ',717C S If' YORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS C4 ko,4961 .,_ 7 765-5020 FAX 765-1797 HEREON ARE THIS THEREOF OF THE SURVEYOR S� SAIDMAP OR COPIES BEARTHE IMPRESSED SEA CAN)-° l'".i. BOX 909 FAX ( ) WHOSE SIGNATURE APPEARS HEREON. a=KEBAB SET SOUTHOLDTRAVELER 11971 STREET 1,2-175 LOT NUMBERS REFER TO "PECONIC BAY ESTATES AMENDED MAP A" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 19, 1933 AS FILE NO. 1156. SURVEY OF PROPERTY AT ARSHAMOMOQUE N TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ,I = 1000-53-02-09 I. SCALE 1'=20' MY 24° 2012 JUNE 1, 2012 (LOC. TREES & REVISIONS) 70. JULY 1, 2013 (REVISIONS) ,04'1S& OA,4I/) MARCH 21, 2014 (BUFFER) '9i'j 'piy O,V\ O/S JUNE 24, 2015 c�0 FS.CFO FF�n�Z6, PP 44/0 4Z4 0 S'j 4'4',Pk b To 4 9 QA:i 4 Ot -R J L v 6'1'9SS, ^gyp0 1 As 1 JUL -6 2015 B dri Miligh I I�o / � \ 1\ Q/ 1 \\ ,� \FB'DG DEP( ye6, "tillkok Q rowN OF SOUTHOLD0.9 4 A/��'� 60° �\ CO A/ soo `� o4I \ e\ ��Y p/ 4*41�iti 1 ' \ °Mc44.g ) A,. h G 6 . • 7 0 � I �Q .1 ( s fro q (/ . : I 28 • �� / ;c`. sy g6 �9 1 q�0 `mss) b 45" 0 ��s) ` •.' TLANDS 0 ���i - __.._ . _ ,tib � __ _ iq Y / 1 \, COQ,..\\ ,�S \\,`Q\1, 0 404 L 44„, 0 L gtv 46/? v D c iv , , , ,,,, , c, 4 IfP , --7/7 ) ( 6,9. ,, co V61. �,,y LOT COVERAGE (IMPERVIOUS SURFACE) otliiks BUILDING 3750 SQ. FT. -4-:$,er moo- Op \ 444' F 3750 / 9375 x 100=40% 'r q \4 4' �4/c .4. "tbi � MF 50° ,•� RAIN RUNOFF CALCULATIONS &..'41,1r Ac/7, BUILDING 3750 SQ. FT. �•�,jj DRI VEWA Y (PERVIOUS) 2600 SQ. FT. A 0�`-X3750 x 1 x 0.17 = 6,38 CU. FT. • 2195 x 0.6x - 24 CU. FT. AREA=9,375 SQ. FT. 862 / 42..' • .,_F-0 FLOOD ZONE FROM FIRM MAP NUMBER 36103C0159H PROVIDE 02.4k.cif)VETER x 5' DEEP OR EQUAL SEPTEMBER 25, 2009 ' ' E P 1\ ELEVATIONS REFERENCED TO N.A.V.D. `Y r.-, '' ANY ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLA710N I'_�d!'s N. Y.S. LIC. NO. 49618 OF SEC770N 7209OF THE NEW YORK STATE EDUCAT70N LAW C ` `' y,0 ', .5 .1D EYORS, P.C. EXCEPT AS PER SEC770N 7209-SUBDIVISION 2. ALL CER77FICA770NSCts (631)65-5020 FAX765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR '.•. BOX 909 WHOSE SIGNATURE APPEARS HEREON. ��0T TRAVELER R STREET 12-1 �� OP ID:KH �Rtfo• CERTIFICATE OF LIABILITY INSURANCE DATE I09113 Y` THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT_CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder la an ADDITIONAL INSURED,the pollcy(ies) must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require en endorsement_ A statement on this certificate does not confer rights to the certilicale holder in lieu of such endorsement(s). PROCOCER Phone:717-335-2929 h°eee CT Unnlh Insurance Agency,IncFax'71.7335-2823 mut,. PAX P.O.Box 259 I No.Eel: 1uc.Rol- Denver,PA 17517 •E.aRIL ADDRESS: PRODUCER CUSTOMER Dip INSURERIS)AFFORDIIJC COVERAGE 1 NAIL a waiRev Shirk Pole Buildings LLC INSURER A•Erie Insurance Exchange 126271 807 Reading Rd INSURERS:Erie Iris.ProplCas Co 26830 East Earl,PA 17519 • INSURER CI I INSURER o: 1 PISURER E: I INSURER E• COVERAGES CERTIFICATE'NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TQ THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION 07:ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE 6EEN REDUCED 8Y PAID CLAIMS. (AeoLtBut r�&ICT Err. exp.i FOL +,rX CRI TYPE OP INSURANCE 7INSRjKNDI POLICY NUMBER UOMMOn'YYYl t IMMMONY TII LIMITS • i selieriAL uaartY 1 EACH OCCURRENCE 1 5 1,000.0*I (� DA easml TO RENIEO A X COUMERCNiLGENERAAL�UAS1I.IrY 045 0153561 H 09101/13 09/01114 PREM,ses-Eaoawronoc. ;a Include 1 I 'CLAiMS.amoE 1 A 1 OCCUR i WED EXP(Pm'one person) I i 5.1 00 , 3 PERSONAL a ADV IN1tAiT 5 1,000, r I. --i i ' GENERAL AGGREGATE ,s 2.000,001 GEN•4.AGGREGATE UMIY APPLIES PER' PRODUCTS•COMP/OP AGO i S 2,000,001 1 POLICY I I PA 'LOC 1 f S •AUTOMOBILE UAUIUTY j I COUDINEn SINGLE LIMIT i 1,000,0D* —, jl (Ea=Nieto • law AUTO ROOLY INJURY(Per De acn) 3 . A LII A11 OvA L)AUTOS 009 0131793 H7 09101/13 49101114 1 BODILY INJURY icer ecerlersl!S SCHEDULED AUTOS PKIPERTY DAMAGE !{ X HIRED AUTOS (PSI Dream l I t X'NDN-OVALD AUsos s `-1 is ,yI UNWELL!,•• ! OCCUR I 1 EACH OCCURRENCE ;A l ;EZCESS(JAS I I CLAIMS-MADE I AGGREGATE I A 1_2 GEOUCTICLE i s I 1 RETENTIDN }s Wait aERSCOMPEH3A1ION z I WC STATV• 1 i0•:M-I i AND EMPLOYERS'LIABILITY' I I 'X:TQRY LIMITS (:,R I A lore PRor+iticroe AARTHEetexEo.n e Y t N +1 H i A 1Q93-0102249 H(PA) 09/01/13 09/01/14 EA._EAC*&accioeNT is 500000 ofncewmemeE FAcwouue7 09/01/13 09/01/14 c B i taitkactoryit'NHI s 1093-5100926 H(NY) E L DISEASE•_A EMPLOYEEI S 500000 itE.L DISEASE-POLICY LIMB Rl'TIW unax i t S 500000 DfSCRPTION OF OPERATIONS Oeto`+ } -_ 11 L sesensPtIDN OF OPERATIONS/LOCATIONS/VEHICLES(AMA=ACORD POI,APIIIIMPai Recurks&Rvavie,Irmo'apace Is nlgoina) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of SoutholdACCORDANCE WITH THE POLICY PROVISIONS. 53085 Rout*25 • AUTHORQED RE sENrATIN Southold,NY 11971 019188-1988- 09 CORD CORPORATION. Alt rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK. WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Is.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured 717-989-5393 Shirk Pole Buildings LLC 111 E Black Creek Rd le.NYS Unemployment Insurance Employer ,. East Earl PA 17519 Registration-Number of Insured N/A Work Location of insured(Only required ifcoverage is specifically ld.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Reiquesting Proof of 3a_ Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property/Casualty Co Town of Southold 3b.Policy Number of entity listed in box"la" 53095 Route 25 0935100926 Southold NY 11971 3c. Policy effective period 09101/ 013 to 09/01/2014 3d. The Proprietor,Partners or Executive Officers are Elincluded. (Only check bes if an parteers/otfirers included) all excluded or certain partners/officers excluded. This certifies that she insurance carrier indicated above in box"3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A, on the INFORMATION PAGE of the workers'compensation insurance policy). The insurance Carrier or its licensed agent will send this Certificate of Insurance so the entity listed above as the certificate holder in box"2" The Insurance Carrier will also no*the above certificate holder within 10 days TF a policyis canceled due to nonpayment ofprentlums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular matt.) Otherwise,this Certificate is ostiafor orteyear after rhisform Is approved by the Insurance carrier or its licensed agent,or until the policy expiration date listed in bac"Sc",whichever is earlier. Please Note:upon the cancellation of the workers'compensation policy indicated on this form,if the business.continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above end that the named insured has the coverage as depicted on this forth. Approved bv: Marc Cipriani (Print name of authorized representative or licensed agent of insurance earner) Approved by; /I,/ g'fG eeiXe 09/09/2013 (Signature) (Date) Title: Department Manager Telephone Number of authorized representative or licensed agent of insurance carrier. 814-458-0188 Please Note: Only insurance carriers and their licensed agents are authorised to issue Form C 105.2. Insurance broltrs are NOT authorized to issue it, C105.2(9-07) www wcb.state.ny.us STATE OF NEW YORK WORUCERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW - 'RT 1. To•e comp etc• • Disa•I fry Ben 't • er or Limn -•insurance Agent •, • .. Carrier . la.Lcgal Nowa and Address of/Warred(Use street addaess only) Ib.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717) 989-5393 807 READING ROAD lc.NYS Unemployment InsurtmceF.,mployer Registration EAST EARL, PA 17519 Number absolved Id.Federal Employer Identification Number of Iuaure:d or Social SectuitvNumber 260-90-2567 2. Natne and Address of the Entity Requesting Proof of 3e.Name ofLawrance Carrier Coverage(Entity Bring L.iated as the Certificate Rader) NEW YORK STATE INSURANCE FUND Town of Southold .3b Policyt of entity listed in box"la": 53095 Route 25 DBL 6026 70- 3 Southold, NY 11971 3c.policy effective period: 01/11/2014toZ, 01/11/2015 4, cove=icy cove H a. All ofthe employees employees eligible under the New York Disability Benefits Law b.j) Only the following class our des of the employer's employees: Under p +hyofperjury I certify' du I cin an authanized representative or licensed amt of the insurance carrier referenced above and that the named matted has NYS Disability Benefits insurance coverage as described above. Dar;sismi 03/4/2014 Dy m,.....1- Joseph J.NI as' (Sigretusa of;mum nos co rnePs autre rued p a rtatWo at',As(loaned amass rse P&arn of ret insunaae tamer) feGrlahmaeNumbtx {866 697-4332 Tide Director of Disability Benefits Insurance )MAO$YAIM ifbox`Js"is Y",sad this faun is signal by tI►e insian tea caniars imbed:adrep asmaativecrNYS Licensed larianara Meat et that cscicr.this ceatltioote is COMPLETE. Mall ii directly to dsceatttitate ttD kt. Moos'4b-is clacked.this afar isNt?f COMPLETE Ear papaws of Seclite 220.Sib&$eftheD'isaba'hfit Deoeftta t.aw.It mu be mailed fir cessoktioat TO the Workers'Compeeaatian Bond.Db PlassAcccptaace Uaii,20 Park Street.Albany.New Tod 12207. PART 2.To be completed by NYS Workers'Compensation Board Only If box"141:14 of Part 1 has been checked) - State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Hoard the above! unod Moyer rias complied wins the NYS Disskmitityy Reneetts Law with respect to AU ofhislber employees. Date Signed By • t $nsa%c of NYS Worked Campaurtias(loa=d Pmp9ayoe) ,Telephone Number Title Please Nate:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of- those insurance carriers are authorized to issue Form DB-120.L insurance brokers are NOT authorized to issue this form. , DB-120,1(5-06) Certificate Number 250379 „, . BUILDER _.. Ws rCL7ile K _Z � �' J N. ', 0 X Cr IY¢ i�75' I 5' I —12' I 8' I 8' I 8' I 8' - I 8' 8' I 8' 9. g a w • n 0 N1 ��__.... { a- �ii�,�� i � 0 � /° A - 1; d"-'_” :A';Ter` =-z .r r 6,\_3-2X12 MSR SYP �� 4 t—„..�'x;a'_.>% ,'(.a y ; 0 TRUSS CARRIERS / co "� '>,,,L.-L..., l c: �a `;`,; J t--a ' DESIGN NEW BUILDING SPECIFICATIONS i\�� �__<. =sr`, a_3, '._g.� W O 50' X 75' X 16'5” POST & FRAME GARAGE 9� v I S 0 1 ,,,;I.P ; Cr i 6 d 3�5�, 1 -. O —18'" X 8" CONCRETE FOOTINGS (GABLES) 7 „ A a�3 a 4L ra ” - ,- Or z;g I_' > — i O n vF Axa'�:>1 8 d B 3 5'G 3 S 0 —24" X 12" CONCRETE FOOTINGS (SIDEWALLS) - , t� C (9424 LB CAP; 8320 LB COLUMN WT) C Q 01 2-3'0" X 6'8" 6—PANEL STEEL ENTRY DOOR / O Q a 203-12' X''14' STEEL INSULATED OVERHEAD DOORS APPROVED A S I TC06,45 J c 3 2-36" X 44" VINYL THERMALPANE CASEMENT WINDOWS IQ°° �� Q .tn O CO —3 PLY 2X6 GLU—LAM POSTS 8' OC.(TYP.) DATE' g p # 36 D�(c 0) o ALL CABLE POSTS 2X6 TREATED SKIRT BOARD FEE L] BY / i 4 0 EXTEND TO TOP 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. . NOTIFY BUILDING DEPARTMENT AT 2-2X12 SYP MSR TRUSS CARRIERS ©8' SPANS— i 765-1802 8 AM TO 4 PM FOR THE OWNER OF ROOF TRUSS (HEADER CAPACITY=1270 PLF; ROOF LOAD=1040 PLF) a0 FOLLOWING INSPECTIONS. 3-2X12 SYP MSR TRUSS CARRIERS ©12' SPAN— O— (HEADER CAPACITY=1137 PLF; ROOF LOAD=1040 PLF) _ 1. FOUNDATION TWO REQUIRED _ TRUSS CARRIER TO POST= 156"X4" GRk STRUCTURAL SCREWS O FOR POURED CONCRETE Y W dam' 7 ©EA.POST (2 PER SPLICE MIN) 9296 SHEAR RATING 2 ROUGH-FRAMING,PLUMBING, N Z cr) PRE—ENGINEERED ROOF TRUSSES— STRAPPING, ELECTRICAL & CAULKING J 4/12 PITCH, 48" OC, 31.5-5-5 LOADING I LU 9 ROWS 2X4 BOTTOM CHORD TIES' ; 3 INSULATION N W }. 22 ROWS 2X4 LATERAL BRACING (AS PER TRUSS DWG) 4 FINAL-CONSTRUCTION &ELECTRICAL 0 0 Z H-10 HURRICANE CUPS MUST BE COMPLETE FOR C 0 LU Z E.: /29 GA. G-100 PAINTED STEEL ROOFING & SIDING O 8-3'X10' POLYCARBONATE SKYLITES IN ROOF ALL CONSTRUCTION SHALL MEET THEN LU et / 12" EAVE OVERHANG W/ VENTED SOFFIT & FASCIAFLUSH GAE REQUIREMENTS OF THE CODES OF NEW PAINTED SBLELENDS RIDGECX6 RAKE TRIM YORK STATE NOT RESPONSIBLE FOR .' < Z DESIGN OR CONSTRUCTION ERRORS Ida J W -00 / 12" O Ooh 7 , • - , OIOHifOS AO NMO1 � -- '1d30 J018 7 ALL INFORMATION SHOWN 2-2X 2 MSR SYP p } 7 ON THIS DRAWING IS THE T SS CARRIERS ` Y��4 L Mr PROPERTY OF SHIRK ' ' C — �— W. C~ O ��J O , POLE BUILDINGS LLC THIS DRAWING MAY NOT /'� BE REPRODUCED WITHOUT 3' I 8' I 8' I 8' 8' I $ I 8' I 8' ' 8' I 8' 1 I PERMISSION BUILDER AND r ♦� �(��\ � I�JI OWNER ARE RESPONSIBLE 75' L R1 (�J�la1 _ R Chi TO VERIFY ALL DIMENSIONS FLOOR PLAN T U !C° M L DRAWN BY CONSTRUCTIONBEFORE ALS SCALE: 1/8" = 1'0" `" e+ r�� "���N�,rN���N/��j��il�� REVIEW: ��,� �CI " Nlr�i�� REVISIONS ;.,y~P0 `aIppe.„C Vt. if ?y ti 5 E*=*. -.411' 74 4 sem' s� �(� . 9m c Z DATE 03/12/12 r 101 : IA i1 L_' 1 W = SITE BARSZECZEWSK I.IMA-44- / i� yN• r ���`t FLOOR PLAN i��Aq,r 77142,.•• ?�`� Y 11111 IIIfI -71II11I TIIIII 3 3'X10' 3'XX10' 3'X10' 3'X10'' T12 SKYLITE SKYLITE SKYLITE SKYLITE LI-1-JI II III 1111 II 1 II 1 II 1 11 I l 1 - 29 GA. PAINTED » „ HSTEELEMMED1ASCIX6A 1 1 II IA [I rill 11 -TII 1 ' 29 GA. PAINTED 29 GA. PAINTED STEEL – - STEEL �' WALL PANELS I 6" CORNER TRIM I 111 11 12 36'x 44' '0" X 14'0" 36'x44• THERMAL PANE THERMAL PANE 3'0'x 6'8' CASEMENT CASEMENT OVERHEAD DOOR /6-PANEL WINDOW WINDOW was' ENTRY # L. El DOOR i` _ BASE ANGLE 1 1 ��I I I I II II II II BACK SIDEWALL LEFT ENDWALL SCALE 1/8" = 1'0" SCALE- 1/8" = 1'0" 29 GA. PAINTED STEEL '- 1 O'–s" I 18' I 18' I 18' 12" RIDGECo PVENTED) 6� — 29 GA. PAINTED 1 11 11 1 11 11 11 1 11 11 11 1 11 11 11 1STEEL 3'X10' 3'X10' 3'X10' 3'X10' 12 SKYLITE SKYLITE SKYLITE SKYLITE 6" RAKE TRIM 11 11 11 1 I I J I I l I 4� III 29 GA. PAINTED STEEL I i SCREWDOWN ROOF °° PANELS 1 nnunununuulluuunuuII I _ --i1/ ~ 1 12'0" X 14'0" 12'0" X 14'0" I3'0'x 6'8' `° OVERHEAD DOOR GENTRY OVERHEAD DOOR DOOR NNE 0 1 0. . - FRONT SIDEWALL RIGHT ENDWALL SCALE. 1/8" = 1'0" SCALE- 1/8" = 1'0" ' o. ,, ueaenNy /h KOPPE.}«, ELEVATIONS DRAWN BY: ALS ALL INFORMATION SHOWN, p = _� '��� .. * s E e ON THIS DRAWING IS THE i ' �'D4,, 11lig...141 - REVIEW PROPERTY OF SHIRK JOE BARSZECZEWSKI volt � •)�• �,�W g Po U�`p�NID REVISIONS POLE BUILDINGS LLC. �� THIS DRAWING MAY NOT 105 LAWRENCE LANE .z�e.'.y.� •a'��€ Gs <, 2 BE REPRODUCED WITHOUT ' , •o ✓ SS p................. �`a � ' LLC PERMISSION BUILDER AND R�.f ��� DATE: 03/12/12 OWNER ARE RESPONSIBLE GREENPORT NY 11944 19111111111% 23 TO VERIFY ALL DIMENSIONS 111 EAST BLACK CREEK EAST EARL PA 17519 SITE BARSZECZEWSKI BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 I2X4 ROOF PERLIN BUILDER L PAINTED RIDGECAP 6 NAILS ROOF \ 29 GA. PAINTED PER TRUSS '"-,- -...,y, STEEL ROOFING WALL POST 2"WEATERTTTE TRUSS rn 29 GA STRUCTURALc PAINTED STEEL / VENTED OR 1 / WEATERTITE 2X4 WALL PAINTED SCREWS . `/ p e 3- " PERUN SEALTITE _ '� ri PAINTED SCREWS 17 c K CLOSURE �� WALL POST �� II ' 2X4 GIRT OR PERUN NAILS\ / ■ I I� + 2 Ile-r a 24" ON CENTER I STRIPS GRK �� ' ' - _ I STRUCTURAL 1 1 2X6 HEADERS n SPLICE :' : SCREWS `I . ' METAL SIDING A \II m ® Q 1"WEATERTITE 6- " / ��� OVERHEAD RAKE TRIM Uk "' NAILS AMA GABLE TRUSS .a �� PAINTED SCREWS \: 2X4 ROOFS STRUCTURAL r A= A DOOR TRIM METAL 0 LI, 9" ON CENTER PERLINS �\� POST OVERHEAD 1 SIDING v Ed / } ' OVERHEAD DOOR g , I I ROOF RUSSES - DOOR WEATHERSTRIP m #1 SYP GRK STRUCTURAL OVERHEAD DOOR RAKE TRIM METAL SIDING & SIDEWALL PERLIN 12" RIDGE CAP TRUSS SCREW TO POST ROOFING FASTENERS DETAIL DETAIL HEADER DETAIL DETAIL n CARRIER FASTENER DETAIL SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'O" SCALE: 1/2" = 1.0" SCALE: 1/2" = 1'0" — DESIGN W 0 PAINTED STEEL WALL POST "OOFING (.0 DOOR JAMB 2X4 ROOF PERLIN WALL POST 2X6 FACE BOARD D > s- R�� ,� 6 NAILS METAL > Q ,� �, PER TRUSS �Ss 2X6 TREATED SIDING PAINTED 2 "GALVANIZED \ SKIRT BOARD PAVING �- FASCIA DECK SCREWS �: , /LINE �I' Q co 4; 29 GA. PAINTED STEEL �Ns � lI 7` ' '� O0 p ROOFING INSTALLED W/ !! OPTIONAL ": ROOF TRUS II II VENTED J SCREWS & WASHERS 29 GA. PAINTED STEEL Ii w BASE TRIM2X4 BOTTOM CHORDJ CHANNEL 4 NAILS PER �� FLOOR I ` SOFFlTcn PERMANENT LATERALEACH SIDE \, F&J TRIMPOST TRUSSBRACING (SEE TRUSS " A CARRIER ■ STONE BASE \ METAL SIDING CO N ro O DWG FOR SPACING) \. 2X6 SPF 2X6 TIE E >, FACE BOARD ENTRY DOOR BLOCK TRUSS TO TIE BLOCK BASE TRIM 12"EAVE OVERHANG C 2X4 ROOF • JAMB DETAIL FASTENER DETAIL DETAIL DETAIL •URLINS 24" OC. PAINTED — OWNER _,. ••� EL SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'0" SCALE: 1/2" = VO" _ ••!,r FASCIA n n.-- VENTED " PRE-ENGINEERED ROOF/----iI SOFFIT l I %/11 II I II II TRUSSES 48" OC. PANELS I Y W II H I II II aFN oeSiEEL I a� II I II II NZr 2-2X12 MSR SYP TRUSS CARRIERS F&J TRIM I 2X4 SPF DIAGONAL BRACE II II W J r- I �� FROM RIDGEUNE TO BOTH EAVES I PRE-ENGINEERED II V V • �I✓/ II II I ROOF TRUSSES Z /O I II II I 48" OC. W Z H , 3 PLY 2X6 GLU-LAM /// I II II I II N I re POSTS 8' OC. TYP. f1 dl fit tl ill �lll r C° rea 2X6 WIND UPUFT TIEDOWN BLOCK - #1 SYP TRUSS CARRIERS m J W LLI c0 LLI\ I 0aW CD WALL BRACING 2X41 SPF SIDEWALL GIRTS 24" OC. - 7 REGUIREMENTS: 29GA STRUCTURAL I STEEL SIDING WALL BRACING REGUIREMENTS: 2X4 SPF WALL GIRTS 24" OC. PANELS INSTAI I FO 29 Gk STRUCTURAL STEEL ALL INFORMATION SHOWN WITH SCREWS PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP.-----------4."' YP. ON THIS DRAWING IS THE OF WALL PURLINS WITH SCREWS I I � PROPERTY OF SHIRK I POLE BUILDINGS LLC THIS DRAWING MAY NOT BE REPRODUCED WITHOUT D GRADE GRADE L OWNER PERMISSION ARE RESPONSIBLE TO VERIFY ALLDIMENSIONS 5"-4000 PSI 2X6 PRESSURE TREATED PRESSURE TREATED GRADE (BOTTOM CONCRETE FLOOR SYP SKIRT BOARD SYP GROUND CONTACT BEFORE CONSTRUCTION OF SKI TBOARD) (OPTIONAL) 2X6 SKIRT BOARD No DRAWN BY ALS SON - _ , 1 J `0,, o F Neis,4 � REVIEW ' :':_:_:_._:':':_ " _ r''„ ':_:_::'.':' _:_:':':' /� / / / / / / / / / /\/ / \//�/�/�/�/�/ / / / / / / / ``Q` i■ +' �'�G REVISIONS 3/4" STONE BASE COMPACTED \ /\\/\ /\/\/\/\\/\\/\\/\\/\\/\\/ ./\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \/\/ S Pp () (OPTIONAL) SOIL BACKFILL �� % - %\ \/ \ \ \ \/\/\/\/\/\/, % i//%/%//%/i/% / Y /\ - ? COI., r ��i:9 S. \i� /\i\i\i\\i\\r\\i\\/\\/\\, ,/\� \ \ ,/\/ = ► ti:a= / I /\//\/ // // // // // // // // // // %\i 3000 PSI. CONCRETE / Y\\/ #_4 1j .��e 3000 PSI. CONCRETE FOOTING \ / /� / / / / < ,/\ FOOTING (SEE SIZE\/\/\/\ �/ (SEE SIZE ON FLOOR PLAN)-----....„'•°. "''. / // � , /��3000 PSFSOI\ / /�\/ /j j ON FLOOR PLAN), \\//\\/ „•. ED:.: .n " m: m �;ii, DATE 03/12/12 �- r\ \/\/ Z.1N s • SITE BARSZECZEWSK / / / / / / / / ,., ,; // //\i/\i/\i/\i/ // // ice , � ., :� , j\/ / %\\/\ \ \ \ \\ \\\/\\%\\%�/\\/\\/\\/\\/\\/\\/\ \ \/ I 77142 4" SECTIONS TYPICAL FRAME /\\ \ \ \ \\//\\//\\//\\//\\//\\� TYPICAL FRAME \/ / ""Opt, ~"•••""' ' ,`s. SECTION %/%/%/%/%/%/%/%/%/%\� SECTION j\/ // // ��i���'�ESSION ���� (ENDWALL VIEW) (SIDEWALL VIEW) /\/\/\ '.N.sesaeHN��� A <, .3 SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" ..NtorN'" BUILDER 3UILDI \ G DESIG\ \ OTES A \ D DETAILS A4.9 STR „ CT., AL DESIG\ PAAVIETES Jk A4.1 EXCAVATION BUILDING USE= STORAGE K FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE USE GROUP=U z d DEPTH AND DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE EXPOSURE CATEGORY= C _ d CONCRETE FOOTING MATERIAL IS PLACED HEIGHT & AREA LIMITATIONS=5B UNPROTECTED m ink: A4.2 FOOTINGS OCCUPANCY LOAD=AS PER DESIGN In148 Y.,LL STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT _ TOTAL NUMBER OF FLOORS= 1 0 .¢c FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TOTAL FLOOR AREA (SQ FT)=3750 LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE BUILDING VOLUME (CU FT)=76125 m FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND - -r. OTHERWISE SPECIFIED GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. A4.3 FRAMING SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR ©48" BELOW GRADE UNLESS NOTED OTHERWISE DESIui o COMPARABLE. 30 PSF(LIVE) MIN SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. a: LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE. A4.10 APPLICA3LE 3UILDI \ G CODES > Q TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM •FB=2150, FC=2050 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES. 0 LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE 2010 NEW YORK STATE BUILDING CODE U)0 ALL OUND ACT LUMBER SHALL BE WPA U1 SPECGFRICAl1ONCON USE CATEGORY 4B AND TREATEDCTION502)A 60 ACQ (COMMODITYOR CCA MINIMUM AND A4.11D DESIG\I G\ C ITE I A YJ 6 SHALL BEAR AN ACCREDITED LABEL USING #1 OR BEI ILR SOUTHERN YELLOW PINE AMERICAN FOREST & PAPER ASSOCIATION (WFCM, AND NDS FOR WOOD CONSTRUCTION) d- c(n A4.4 ROOF TRUSSES SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) u) N) E ROOF TRUSSES SHALL BE PRE-ENGINEERED GROUND SNOW LOAD, DRIFT LOAD, THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) 0 0 COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH LOCAL BUILDING SOUTHERN BUILDING CODE CONGRESS (SSTD10) 0 CODE REQUIREMENTS. TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) OWNER LATERAL BRACING AT MAXIMUM SPACING OF 120" OC OR AS REQUIRED PER TRUSS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) DESIGN. THE DESIGN PROFESSIONAL OF RECORD HAS REVIEWED THE PRE-ENGINEERED A4 12 WAA\ TY \ 0 TE S Y w .3 TRUSS DRAWINGS AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN ...- Q r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W J AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. U 0 Z , WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE W Z i_ UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY N ILI fx o ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, 'Ce A4.6 FASTENERS AND FRAMING CONNECTIONS PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE co -' w ILLI 11i LOADS SPECIFIED NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ® ® Q_ HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. -3 0 G 185 HARDWARE THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OF 12D NAILS IN 1Z" STRUCTURAL TIMBER IS 1 PER i" BOARD WIDTH. TRUSS NOT APPROVED BY A CERTIFIED ENGINEER. ALL INFORMATION SHOWN CARRIER CONNECTION TO POST Ts"x4" GRK RSS STRUCTURAL SCREWS. SCREW ON THIS DRAWING IS THE PROPERTY OF SHIRK VALUES, SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, POLE BUILDINGS LLC PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' THIS DRAWING MAY NOT BE REPRODUCED WITHOUT A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED PERMISSION BUILDER AND OWNER ARE RESPONSIBLE WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED To VERIFY AIL DIMENSIONS BEFORE CONSTRUCTION COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDINGDRAWN OR BY ALS MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED ,�� , '""H .,,,��� REVIEW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED _ .1 • ii ���.(�G,.. 4.,� i REVISIONS. ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. 40%. •• • • ••• y METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT * P ,'°Fyy°9�w EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; aC .ir 41 ��r. 9�;yr< - F f m: DATE: 03/12/12 BOTTOM EDGE OF STANDARD ROOFING MATERIALS E.M• ��?. I. 33;W E SITE BARSZECZEWSK A4.8 CONCRETE FLOOR (OPTIONAL) kyU'�Ati.�`,•y'2 .•. a��` DETAILS FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN '*0„." _I,SS11 ;;`,��� / THIS DAG PREPARED FROM WINTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS NPR 4 (3765--Shirk Pole/Joe Baszeczews -- Greenport. NY - 30A/Common/50412) Value Set: 13B (Effective 6/1/2013) 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, Located anywhere in roof, CAT I, EXP C, wind TC DL=3.0 psf, wind 8C DL=3.0 Top chord 2x6 SP 2400f-2.0E psf. Bot chord 2x6 SP 5S Dense Webs 2x4 SPF Stud Wind loads and reactions based on ? FRS with additional CSC member :W2, W4, W5, 117 2x4 SPF 2100f-1.8E: design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.23" due to live load and 0.12" due to dead load. (a) Continuous lateral restraint, equally spaced on member. In lieu of structural panels or rigid ceiling use purlins Bottom chord checked for 10.00 psf non-concurrent bottom chord live to laterally brace chords as follows: load applied per IBC-09 section 1607. CHS SPACING2IN OC) START(FT) END(FT) Trusses to be spaced at 48.0" OC maximum. BC -0.88 50.88 55 0.15 49.85 Deflection meets L/240 live and V180 total load. Creepincrease factor Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. for dead load is 1.50. , Calculated vertical deflection is 0.76" due to live load and 0.39" due WARNING. Furnish a copy of this DWG to the installation contractor. to dead load at X = 19-6-6. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Truss designed for unbalanced snow load, based on Pf=Pg=30.00 psf. INFRS loads based on trusses located at least 7.50 ft. from roof edge 5X5 8X8= 5X5 110510 a --.,:i3X4 110510> (a a) .....0 ,10,000401117\ W4 (a) N11111111114 , 3X4 8-1 -1 4X5= 6X6(R) III - 6X6(R) III SS0708=- SSO708(A2) = SS0708(A2) SS0708 a H0510= 4X5---- 4)-as °121-8 25-0-0 I 25-0-0 F51-9-0 Over 2 Supports R=4158 U=1358 W=8" (5.218" min.) R=41 U=1358 =8" (5.218" min.) RL=534/-534 PIT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: I8C2009/TPI-2007(STD) " Ifl Il WAVE e l FT/87,275(0%)/2(2) 13,0, 0.-. /; riA :10 NY/-/1/-/-/-/F Scale =.125"/Ft. ••WARNING•• DEAD MID MUM ALL POTTS W THIS SERI g �,�/ •' rale aUl•• .-IMM nos iadfctl Io ALL CbulCETotS S .LiDiw IIrghtILELS , 1 �G \, TC LL 30.0 PSF REF R6697- 69888 _ neat.a,s,.¢,Iro vtrtnt care In fabricating.handl h.q.S.Ilplrq. unto!Il,y and b r,y t.+er to.w •• I . fallow the latest eia:an m eel Wilding Copvrp a Scanty tnlan.eton.by Rpt ma e1 n Co.'taker I.) . 'j4 1. ce ' TC DL 5.0 PSF DATE 06/11/14 practices prior to perfb,atnp the."cola,. I..ataIl.,s att.11 pra.lae¢yor.,y D,.e1Ip per tool bnfoos roma oinorvteo.tea fibra as.l l non pr.porly...WNW slnssr.l .Imte.or.and aeFloe 4e.a well Isar a istled ly InnoCw.�rIHCS cell lag total lens sp.*for pliYnme lateral Raepl nl 01.dao ua BC DL5.0 PSF DRw MOUSR6697 7476200stall here broelyd lnato(lea per O aelists' 9y.h7 or 010.as rplic,•.le �e- .^/ryralsl'u�e''9 pbuildaraYc erv,a In ap.fto... '01(1Ia11I'i�Ii.a'ea�•IWeI�'�'aVi1..Io.rev.toll aaalyn.�,.VswBC LL0.0 PSF X90-ENG SLS/SLS bracing ornave, Apply PIa1.s to Nch rape or trey and �•are a d Inicb Uri n A�• o.s1 an as plane zbSit n,. .Int!aloe ii: O. 61841% -' TOT.LD. 40.0 PSF SEQN- 392572 drafting.rnleva noted Iistttt never eq eI.d ll{•tec for sl p,a plane poaltlenr. l seal Or,this ' Bait tir�C07II(lif0¢IIIp Cyla drafting or m•••r Dom•II Mia of clip. 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