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HomeMy WebLinkAbout46688-Z �o��S11FFUt�COGy Town of Southold 6/29/2022 0 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43203 Date: 6/29/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 1540 Seawood Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.-8-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/4/2021 pursuant to which Building Permit No. 46688 dated 8/12/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessorysorage building as applied for. The certificate is issued to Barkley,Jason&Mohr,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED uth ri d ignature gtlFFQ(q co�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE N Z' " SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46688 Date: 8/12/2021 Permission is hereby granted to: Barkley, Jason 1540 Seawood Dr Southold, NY 11971 To: construct accessory storage building as applied for. At premises located at: 1540 Seawood Dr,.Southold SCTM # 473889 Sec/Block/Lot# 79.-8-3 Pursuant to application dated 8/4/2021 and approved by the Building Inspector. To expire on 3/12/2023. Fees: CO-ACCESSORY BUILDING $50.00 ACCESSORY $407.20 Total: $457.20 Building Inspector pF So(/Th°� # # TOWN OF SOUTHOLD BUILDING DEPT. com, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDZFINAL SULATIOWCAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O o n REMARKS: �vvvtqV(✓� Aywj 44- wt�!z y PW*4 my cl COMM if mqo:�6 )k /01 �O lg zo22 DATE INSPECTOR } j � i � - � � Nn' I _ 4 k 4 { Y 4 2 - __.__. � v _ ... .. .. K....-. { T - ' R :; .-� ,._% .. ,/ ?,, :G .-:� .. r,.�.�.s.,.... Vic. _.__.. s M pyx 1 rV x r� 4 ' i �. r r _W to -' M1 - N . , r I iFl Y N t . F Ar ., Al �� �!/ - f;• a.. `S+�ii "fit � ,,f „ wr 17; • tT” Ai- 6-0 �i. ,* - - ,r .► '� `e _+ � ,-1:0b.� :^A' qx .. a ,,,. e. ��,• + w 1 s S, a r + I 3 y � a .,�•+' � w� i+ �7,r elf 1� + 5 ti k��fe5�iq e rt Yt, N r 9 r �V }4= i � Y ♦ 1�,� t4 t\ f Yp ���j'y1 T1 - h .ay,.. t � ..:^t£1��4. 'i5P'LaF,.f^•'�i u. }. � i a 1 I i sir_ r Y. L ~ � ', f� 4✓ 1°Splx � � sr - �f� N= �9l ..i �A•_ D �' ! at�i�� I 5,. rig?' •• r- �+� � • � �• _ r . j "J +{{►, # r 7%� � � �� � �,r�.` �, �... �� .� a .._.. r �+ IN ��p .'�.. ; .• .,�" �� 'A4 '`" ,. 3t `AFI*l' W r'�, - .. � ., .. , Jn //F F {{ IJ . r r 9 ri 1 a�. MWAI i I � 1 ,. .f„. �s_. ,.... ..,•�:.';rt.-. �Ji`;� ! � x,-,,, r<. „_:l k'':.. �'�F'�Y>. ,A� .-q �r. i-i3�a � + _ -� �.F�♦♦♦r' �y ;.Not •7 yY I _ _ ���'Y�r{a _`� ���, 1,,4�� Via` x a � �• 1 FOUNDATION(IST) • 1 0 B . • 1 ; PLUMBIN.O.' INSULATION STATE . • / • I7 ►� A ' 1 • =O�SUFFOt�coGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • g Telephone (631)765-1802 Fax(631) 765-9502 hMs://www.southoldtom=.gov Date.Received APPLICATION FOR BUILDING PERMIT or Office Use Only -1 ��/ i1 PERMIT NO. l!C Building Inspector: 1 AUG - 4 2021 -Applications and forms must be filled out in.their.entirety,Incomplete.:,' applications will.not be accepted. Where the App licant'is not the owner,an; Owner's'Authorization'fotm(Page 2)shall be completed::, .' p,tTH 1hrG BEILT. L', Tort+, Date: 1q190) 1' i i OWNERS)OF PROPERTY: ; Name:Jason Barkley _ scrM#s000-79_g_3 Project Add res s:1540 Seawood- Drive,_Southold NY 11971 Phone#:631-871-7890 Email:jbarkley9988@yahoo.com Mailing Address:Same CONTACT PERSON:, Name:Same as above Mailing Address: Phone#: Email: DESIGN PROFESSIONAL-INFORMATION:, Name:Lancaster Pole Buildings,_.LLC Mailing Address:138 Rancks Church ,Road, Newg Holland, PA 17557 w Phone#:717-380-0506 Email:• Cason@lancasterpolebuildi.ngs.com CONTRACTOR,INFORMATION: Name:Same as above Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION IWNewStructure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $35,000.00 Will the lot be re-graded? Vyles ❑No Will excess fill be removed from premises? ❑Yes YNo 1 PROPERTY'I N FORMATION IdenCe,_,__ __ ..._.,,_t_ Intended use of property: Existing use of property:Re$ Resider e,-_- -_... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8 No IF YES, PROVIDE A COPY. B Check.BOX After Reading: The owner/contractor`/design professional is responsible for all drainage and storm'water'ssues as provided by Chapter-236 of the Town Code:.APPUCATION IS HEREBY MADE to the Building Department for the issuance of aBuilding 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,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(s)for.necessary inspections.False statements made herein are. punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent Owner. Date: 'y n L�J Signature of Applicant: _ � l STATE OF NEW YORK) �- SS: COUNTY OF DU-FQIk. ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is theJ(1� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewiUNETTE IANNUCCI NOTARY PUBLIC-STATE QF NEW YORK Sworn before me this No.01 IA6409771 d in Suffolk County qday of—Nnosk ,2003 Qualified Expires 10.06�20a Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SURVEY OF LOT 1-7-- - ---------- ------------------- ,------ ----- AS SHOWN ON A CERTAIN FILED MAP ENTITLED N ' i "MAP OF SEANOOD AGRES" SEGTION ONE AND 1 FILED IN THE OFFIGE OF THE GLERK OF SUFFOLK w E COUNTY JUNE 26, m56 AS FILE NO. 257E - 51TUATE: BAYVIE1N ®R` BA �y ®� TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY S SURVEYED 01-19-2016 SUFFOLK COUNTY TAX # 1000 - 7q - 8 - 3 CERTIFY TO: p t< I JASON I$! LZY 1 ROBERT MOIL ry JP MORGAN CHASE BANK (f) j OLD REPUBLIC NATIONAL 7[=INSURANCE CO. ► SOT�8 2 - ary 4s \ •o 0� r. 9 1 $ I X36 q, a wV/ _ ) moo• � U �� Olr o i m m 41 co o=oma' 14o - 00 �' ?8�, <oT M O. �T<v Qui\ / A O of. p �/ U 0%uly� o �u op 1 / • D' 0,3`3'/y �O• Q?.����•����®� \lAort/da�dWi or�llabaw� ` i at-ad Md d Ya 1 Or Q/ U I 6 IFa�w dr tl O Q O� I� 7c ,� e��ea..e e I / � C.ruraewu ns�.a u..m na rr i NOTES: \�/, `/ � wNw Yd Eld / octllmd d 1 MONUMENT FOUND 1 Q LAND p PIPE FOUNDv �/ fln.�root h'a,�.d..m e�l1e JOHN C. EHLERS LAND SURVEYOR Area = 15,000 S.F. OR 0.34 AGRES 6RP.i'I 11 G SGf�LE I"- 30' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 f' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\UsersUohn\Documents\My Dropbox\16\16-110.pro dig9AM G`lM. SURVEY OF LOT 17 MAP OF SEAWOOD ACRES 1 V OPT , SECTION ' ONE 11 ,BA-YT 7-j_e FILE No. 2575 FILED JUNE 26, 1956 V ROAD D SOUTHOLD r TOWN OF SOUTHOLD o , h^ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08-03 . SCALE 1 "=30' MAY 27, 2022 64°0 lop' O>�'•> ... F AREA = 15,000 sq. ft. �� 0.344 ac. � aw O A� o • F pew_ •24S • p..LSCC'%k , o•+>. �� ,, 368 \ ,,;� ry �(y�[V 8�, .•> C•, •O O OO O Q ���� Y.• �.p�9 a h 2 ry 22 ry uh �p�v ly SAS Na l ST h S4 ,' `D/Ht�i ryry ci •''` ..•• 2 �� 322, O• ' F0 ZOP c� O J2 PREPARED IN ACCORDANCE WITH THE MINIMUM •o MOH p2 oHc Ss C, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �r BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Illy/ FOR SUCH USE �THEzNEW-YORK STATE LAND JTITLE Assoc OF New 64.04, - R g u[y e� (�j � OF PROP a'�y VN F�CF 4� 4�0 k., 1� Y.S. Lic. No. 50467 °4H UNAUTHORIZED ALTERATION ADDITION Nathan aft Corwin III TO THIS SURVEY IS A VIOLATION OF ,SO 0o s EDUCATSECTIO 7209 OF THE NEW YORK STATE COPTHEILAND SURVEYOR'STHIS eINKED SEAL OMAP NOT BEARING Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED v TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. LS. 4 Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Fax (631)727-1727 PHONE (631)727-2090 LENDING INSTITUTION LISTED HEREON, AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE•NDT TRANSFERABLE 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com ONYY TE A`f" CERTIFICATE OF LIABILITY INSURANCE DA 0607/202 � 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 is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNONE CT Certificate:Department Robertson Insurance&Risk Management PHONE (717)6253770 FAX (717)6253777 3399 Jetstar Drive (AIC,�L EdI. a/c,No): ADD REss cerfs@robertson.insure INSIIRER(S)AFFORDING COVERAGE NAIC 0 Lititz PA 17543 INSURERA. Selective Insurance Company of SE 39926 INSURED - INSURER B.. Selective Insurance of SC 19259 Lancaster Pole Buildings Inc INSURER C: 138 Rancks Church Road INSURER D: INSURERE: New Holland PA 17557 1 INSURER F: COVERAGES CERTIFICATE NUMBER: 2021-2022 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF 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 BEEN REDUCED BY PAID CLAIMS. INSR SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBERMMIDD M/DD tLIMITS COMMERCIALGENERAL- EACH OCCURRENCE $ 1.000,000 CLAIMS-MADE ®OCCURC' 500,000 PPREMISES Fa occurrence $' MED EXP V"one person) '$' 15,000 A S 2210551 03/01/2021 03/01/2022 PERSONAL&AOVINJURY $ 1,000,000 GEMLAGGREGATELIMrrAPPuESPER. GENERALAGGREGATE $ 3,000,000 POLICY®JECT -LOC PRODUCTS-COMP/OPAGG $ 31000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLELIMrr $ 1,000;000. Ea accident ANYAU.0 BODILYINJURY(Perperson) $ A OWNEDSCHEDULED S 2210551 03/01/2021 03/01/2022 'BODILY INJURY(Per accident) .$ AUTOS ONLY AIriOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per.accident $ '$ . UMBRELLALIAB OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LLAB CLAIMS-MADE S 2210551 03/01/2021 03/01/2022 AGGREGATE $ 1,000,000 DED I><RETENTION$ 0 $ WORKERS COMPENSATION - PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER B ANY PROPRIETORMARTNERIEXECUTIVEEL EACH ACCIDENT $ 500,000 OFFICER/MEMBEREXCLUDED? NIA WC 9028843 03/01/2021 03/01/2022 (Mandatory in NH) E.LDISEASE-EAEMPLOYEE $ 500,000 If yes:describe under _ DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500;000 Builders Risk Limit $500;000 p` Leased and Rented Equipment S 2210551 03/01/2021 03/01/2022 Limit $25,000 Deductible $1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Jason Barkley ACCORDANCE WITH THE POLICY PROVISIONS. 1540 Seawood Drive AUTHORIZED REPRESENTATIVE Southhold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD a s V 1 AP R YED AS NOTED ' DATE:-M1191P.# RETAIN STORM WATER RUNOFF FEE: BY PURSUANT TO CHAPTER 236 NOTIFY;BUILDING ^cPARTMENT AT . OF THE TOWN CODE, 765-1802` 8 AM TO 4 PM FOR.THE , FOLLOWING .INSPECTIONS: -11.FOUNDATION TWO REQUIRED FOR POURED CONCRETE 2: ROUGH FRAMING & PLUMBING 3:. INSULATION. 4: FINAL - CONST MUST ELECTRICAL BE COMPLETE FL :�. INSPECTION REQUIRED ALL.•CONSTRUCTIGf,- BALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK ,STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DO.NOT PROCEED WITHFRAMING UNTIL SURVEYa AS REQUIRED AND CONDITIONS OF aF.. FOUNDATION:LOCATION; v' - G BOARD SOUTk46tB"f 0 �STEES N.Y:3�EC— j All exterior lighting Installed,replaced or OCCUPANCY OR repaired shall confonn USE IS UNLAWFUL to Chapter 172 WITHOUT CERTIFICI of the Town Code OF OCCUPANCY c- - a BUILDING CODE SUMMARY: WOOD TRUSSES: TOP CHORD LIVE 33.6 PSF 1. PROJECT: NEW STORAGE GARAGE FOR JASON BARKLEY 38. PLUMBING FIXTURE REQUIREMENTS: TOP CHORD DEAD 5 PSF N/A,ACCESSORY STORAGE BOTTOM CHORD LIVE 0 PSF 2. LOCATION: 1540 SEAWOOD DRIVE BOTTOM CHORD DEAD 5 PSF SOUTHOLD,NY 11971 ACCESSIBILITY: 3. THE PROJECT IS AN ENGINEERED DESIGN IN ACCORDANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE 1. DOORWAY AT GRADE IS ACCESSIBLE TRUSSES ARE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FOREST PRODUCTS ASSOCIATION AND THE TRUSS PLATE INSTITUTE'S"DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE 4. PROPOSED USE: STORAGE 2. NO EXISTING ACCESSIBLE ROUTE SHALL BE ALTERED. CONNECTED WOOD TRUSSES" TRUSS WEB CONFIGURATION, PLATE SIZES, CHORD SIZES, AND LATERAL BRACING SHALL BE DESIGNED BY A NY 5. CODES USED: 2020 RESIDENTIAL CODE OF NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. AC1318 ENERGY SUMMARY: TRUSSES SHALL BE DESIGNED FOR THE LOADING,SPACING,AND GEOMETRY SHOWN ON THE PLAN. ASCE-7-16 INSTALL BRACING IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN. ANSI STANDARDS 1. ENERGY REQUIREMENTS:20181ECC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION FOOTINGS: 2. THERMAL ENVELOPE FOOTINGS SHALL BE EXCAVATED TO VIRGIN SUBGRADE WITH A TYPICAL WORST-CASE CLASS OF MATERIAL AT 6. CONSTRUCTION TYPE: VB METHOD OF COMPLIANCE:PRESCRIPTIVE SUBGRADE BEING SANDY GRAVEL,CLASSIFICATION GW 7. SPRINKLERS: NO 3. ROOF/CEILING ASSEMBLY SOIL BEARING CAPACITY.=3,000 PSF 8. STANDPIPES: NO R-VALUE OF INSULATION: NIA,BUILDING IS NOT CONDITIONED 9. FIRE DISTRICT: NO 4. EXTERIOR WALLS 10. FLOOD HAZARD AREA: NO R-VALUE OF INSULATION: NIA,BUILDING IS NOT CONDITIONED GENERAL NOTES: 5. OPENINGS 11. BUILDING HEIGHT: 137 FEET (EAVE) NUMBER OF STORIES=1 STORIES U-VALUE OF ASSEMBLY: 0.027 1. STRUCTURAL COMPONENTS SUCH AS POSTS,BEAMS,TRUSSES,OR FASTENERS AND ATTACHMENT BRACKETS SHALL 12. GROSS BUILDING AREA: 768 SQUARE FEET SHADING COEFFICIENT: NIA NOT BE MODIFIED, NOTCHED,OR CUT IN ANY MATTER WITHOUT REVIEW AND APPROVAL OF THE BUILDING DESIGN PROJECTION FACTOR: WA PROFESSIONAL. 13. PRIMARY OCCUPANCY: STORAGE GARAGE LOW E REQUIRED,IF APPLICABLE:NO 2. DO NOT USE THE ROOF TRUSSES FOR STORING MATERIAL 14. SECONDARY OCCUPANCY: NONE DOOR R VALUES:3.0 3. CONCENTRATED LOADS SHALL NOT BE ATTACHED TO THE ROOF TRUSSES WITHOUT PRIOR REVIEW AND WRITTEN 15. SPECIAL USES: NONE 6. FOUNDATIONS APPROVAL OF THE BUILDING DESIGN PROFESSIONAL. 16. SPECIAL PROVISIONS: NONE R-VALUE OF INSULATION: NIA BUILDING IS NOT CONDITIONED 17. MIXED OCCUPANCY: NONE 18. INCIDENTAL USE SEPARATION: NONE RIGID DIAPHRAGM DESIGN FOR WALLS: STRUCTURAL DESIGN CRITERIA: 1. ATTACHMENT OF METAL WALL PANELS TO THE SUBSTRAIGHT IS WITH#9 X 1"METAL TO WOOD SHARP POINT SCREWS 19. ALLOWABLE HEIGHT: 2 STORIES NOT C SQUARE FEET 1. IMPORTANCE FACTORS: CATEGORY I BUILDING WITH SEALING WASHERS.CARE SHALL BE TAKEN TO PROPERLY SET THE SCREW FASTENER FOR A WEATHERTIGHT FIT 21. FRONTAGE AREA INCREASES: NOT C 20. ALLOWABLE AREA: AND NOT TO OVERDRIVE THE FASTENER AND STRIP THE THREAD OUT IN THE SUBSTRAIGHT.22. SPRINKLER INCREASE: NOT APPLICABLE 2. FASTENER SPACING @ 9"3. FASTENERS ARE PLACED IN THE BOTTOM FLAT ADJACENT TO EACH RIB AND AT EAVES, LAPS,AND RIDGES,THE 23. FIRE PROTECTION REQUIREMENTS: NONE,FIRE AREAS ARE LESS THAN 12,000 S.F. 2. LIVE LOADS: FLOOR:250 PSF(slab on grade) FASTENERS ARE PLACED ON BOTH SIDES OF EACH RIB 24. LIFE SAFETY SYSTEM REQUIREMENTS: GROUND SNOW LOAD:25 PSF 25. EMERGENCY LIGHTING: NO - 26. EXIT SIGNS: NO 3. WIND LOAD:BASIC WIND SPEED 115 MPH(ASCE-7-16) LUMBER: 27. FIRE ALARM: NO EXPOSURE CATEGORY B 28. SMOKE DETECTION SYSTEMS: NO 1. ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN SOCIETY OF TIMBER CONSTRUCTION AND 29. PANIC HARDWARE: NO THE NATIONAL FOREST PRODUCTS ASSOCIATION'S"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". 3. SEISMIC DESIGN 2. ALL LUMBER SHALL BE#2 OR BETTER FOR LOAD SUPPORTING IDENTIFIED BYTHE GRADE MARKS AND COMPLYING WITH EXIT REQUIREMENTS: ARCHITECTURAL AND MECHANICAL COMPONENTS ARE ANCHORED DOC PS 20. LATERAL DESIGN CONTROL:WIND 3. ALL LUMBER EXPOSED TO GROUND CONTACT OR INSECT INFESTATION SHALL BE TREATED ACCORDING TO THE 30. NUMBER AND ARRANGEMENT OF EXITS, AMERICAN WOOD PRESERVERS`ASSOCIATION STANDARDS,.60 ACQ MIN. 31. MINIMUM: 1 I 32. NUMBER OF EXITS PROVIDED: 2 4. THIS STRUCTURE IS DESIGNED USING THE ALLOWABLE STRESS DESIGN METHOD AND APPLICABLE LOAD COMBINATIONS 33. WORST CASE TRAVEL DISTANCE: 30' 34. ALLOWABLE TRAVEL DISTANCE: 200' I 35. CORRIDOR DEAD ENDS:NONE 36. EGRESS WIDTH PER OCCUPANT: REQUIRED AISLE WIDTH FOR LESS THAN 50 OCCUPANTS IS 36" REQUIRED CLEAR OPENING WIDTH OF DOORWAYS IS 32" ACTUAL WIDTH:36"DOOR,32"CLEAR OPENING(1 Leal) g. 37. CALCULATED OCCUPANT LOADS: MAXIMUM 3 OCCUPANTS FOR THE BUILDING Of me C2 A d Df VA r® � k . 0Ak I gk BUILDING � � � SUPPLIER � obi 14 � � := F . ON\, Lancaster Pole Buildings , Inc . r, 138 Rancks Church Rd •®• arth- 1z; New Rolland, PA 17557 James A. Koppenhaver, RE NEW STORAGE GARAGE FOR JASON BARKLEY P## (717) 572-2266 F# (717) 354-7653 304 Logan Avenue, Wyomissing, PA 19610 1540 SEAWOOD DRIVE (484) 794-9949 koppenhaverpe@gmail.com SOUTHOLD, NY 11971 Www.lariCasteipolebuilcllrigs.Com Floor Plan / Post Layout Dimensions: 24'wide x 32' long x 13' 2" inside height (above finished floor) 6'x 6'8"Double Eave 1 Entry Door—6-Panel Act\\\ / 1'7" 6'2" B'S" S. 3'3" 3'2"-0 1'7" 36X44 36R42F U 36X44 U3'xT 6'8" Above 9-Lite 4' Door ntry Do 8' ----------L --e----- L I I I I I I I I I I Gable 1 e' Diagonal: j Overhead Door j 16, 24, Gable 2 39'713/16" I 16'x 12' I I I I I I I 8' i______e—___ I 4' 32' ya. Jason Barkley Eave 2 1540 Seawood Drive Southold NY 11971 ITO INI n„ t 1 4'6 y4 6 Ug;Oyyt} Gable 1 Eave 1 7 a. Gable 2 Eave 2 Jason Barkley x'91 1540 Seawood Drive Southold NY 11971 . n �r� -ra 077 t ` Pole Building Cross Section (Not To Scale) 14"Ridge Cap With Roof Pitch: Uni-vent 12 Truss Spacing: 2x4 SPF Purlins 3 '_ 4'o/c(per truss mfg) at 24"o/c Attached to trusses Top Chord Live Load: Peak Height: s 28 Ga. Painted with(4) 12d gun nails " 33.60 psf 16'11" 40-year Metal Roof Panels Truss Design and Bracing Per Engineer's Design $ Top of Finished Fastened w/1"Screws 9"o/c 4'Double-bubble (See Truss Print For Actual Specs) ,.,;. Floor to Roof Peak � � 2x6 SPF Vapor Barrier * .. Fascia Board oer Rog' Painted Metal wa Fascia Trim Vented Truss SUPP OrtS Trim Metal See Header Details for Overhang Soffit Sizes/Attachment Dimensions: (From Girt to Outside 28 Ga.Painted Dimensions: of Fascia Board) 40-year Metal Siding (Outside-to-outside Eave 1: 12" Panels Fastened of 2x4 Gins) Eave 2: 12" with 1"Screws 9"o/cGable 1: Flush Feet Wide 44"Wainscoting 24 Gable 2: Flush x 32 Feet Long 2x4 SPF Side-girts x at 24"o/c 13'2" Feet Inside Height Attached to posts wit (Top of Finished Floor (6) 12d gun nails to Bottom of Truss) 768 Square Feet Posts: 3-ply 2x6 Glu-lam Posts Spacing: Eave Walls- 8'o/c Gable Walls- 8'o/c Base Angle Trim \ Concrete SI b Thickness:NfAstarting at Bottom of SkirtBoard 2x8 Treated y f Skirt Board Clean Stone Under Slab Footing Depth Compacted Back-fill � Ems--g 4 € . 18"Diameter Hole Bottom of '� �:� Skirt Board to .' ., : G� ' Undisturbed Soil Bottom of _ a`r�. " Concrete Footing or Compacted Fill = "O •3� yak. 5"Thick x 16"Diameter 8000 psi Precast Disk Jason Barkley 1540 Seawood Drive 07714 Southold NY 11971 ' t A TRUSS SUPPORT:CONNECTION DETAILS 1 Attaching Trusses of Podt Engineered wooden roof truss ~ attached#o post ortruss block w/(8)12U nails Truss tied tb.support with the Simpson H2.S Hurricane ties fastened per mfg specifications r _ Tm SUppo F 8 Spans on Eaves: (2)2x10 MSR t k Install soffit panetinto F/1 trim. Nail!into fascia board 16stall;K/1Trlrn to Girder with roofing nails I nstali.wall panels,attac4to (2)Truss supports(1)attache to each side girts`With i"sciews of post. i .If additional supports are,required„,optional Truss Supports locations are as.follows: Truss:Connection at Post a)'not6h d into post along sine of main support 6)'stacked under tirM i support and attached per schedule Attachina Trusses at Truss Block russ Engineered wooden roof truss attached to post'of buss block uv[(8)220 nails � . 1 Truss tied to support with Simpson HIS hurricane ties fastened per mfg r specifiicafions (12), ils Truss connection block Installed between 3 120 Ga(v..Na (6).5J16”z$" supports with(8)321)nails, Structurartags t t Nail Ad lag patterns 'to be the same'at �a continuous headers and spliced headers Jason Barkley k�,C;'y":' 1540 Seawood Drive �_. Southold NY 11971 Truss Connection at Truss Block Truss Support FastenersLU LU 0772 -w""'gotomaxx Job Truss Truss Type Qty Ply 210523478 T24 COMMON 10 1 Job Reference(optional) UFP Site Built,LLC,UFP 20/20 Run:8.430 s Jan 4 2021 Print:8.430 s Jan 4 2021 MTek Industries,Inc.Wed May 19 22:42:56 2021 Page 1 ID:fpIS3Wozi9X aheoydlC6rzEpaB-tEsZSw8KNBsFIGowZEQytgBZLe7I )(buZQJSSgzEpB 0-10- 6-6-8 12-0-0 17-5 8 24-0-0 4-10- -10- 6-6-8 5-5-8 5-5-8 6-6-8 -10- Scale=1:43. 6x6- 3.00 12 j 19 20 2x3 13.3-4 W��' i 18 3 21 co ay 17 22 l2 67 0 0 u] 0 00 10 9 8 0 5x10= 4x4= 4x12 MT20HS= 5x10- 4x4= 8-4-5 15-7-11 24-0-0 8-4-5 7-3-5 8-4-5 Plate Offsets(X,Y)- T8:0-1-8,0-2-01, 10:0-1-8 0-2-0 LOADING(psf) SPACING 4-" CSL DELL in (loo) Udeft Ud PLATES GRIP TCLL 33.6 Plate Grip DOL 1.15 TC 0.77 Vert(LQ -0.42 8-10 >692 240 MT20 197/144 (Ground Snow-10.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.56 8-10 >513 180 MT20HS 148/108 BCDL 5.0 Rep Stresslncr NO WB 0.36 Horz(CT) 0.14 6 n/a n/a BCDL 0.0 Code IBC20151TP12014 Matrix-MS Weight:106 Ib FT=20% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.t TOP CHORD 2-0-0 oc purins(2-8-3 max.). BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (Ib/size) 2185/0-8-8,6=2185/0-8-8 Max Herz 2=106(LC 12) Max Uplift2=613(LC 8),6=613(1-C 9) FORCES. (Ib)-MaAmumCompression/MaAmumTension TOP CHORD 1-2=0122,2-17-6077/1801,17-18-6004/1809,3-18-5901/1810,3-19=5287/1570,4-19-5184/1581,4-20=-5184/1581,520=-5287/1570,521=-5901/1810,21-22-6004/1809, 6-22-6077/1801,6-7=0/22 BOT CHORD 2-10-16551582519-10=-1134(4088,8-9---1134/4088,6-8-165515825 WEBS 3-10-1273(497,4-10-353/1472,4-8=-35411472,5-8-1273/498 NOTES- 1)Wind:ASCE 7-10;Vult=115mph Vasdt=91mph;TCDL--3.Opsf;BCDL=3.Opsf;h=20ft;Cat.Il;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-0 Fxtedor(2)-0-7-3 to 3-4.13,Interior(1)3-4-13 to 8-",Exterior(2)8-0-0 to 16-0-0,Interior(1)16-0-0 to 20-7-3,Exterior(2)20-7-3 to 24-7-3 zoneC-C for members and fomes&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=40.0 psf(ground snow);Pf=33.6 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.20 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof five load of 20.0 psf or 1.00 times flat roof load of 33.6 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown include weight of truss.Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof.Architect to verify adequacy of top chord dead bad 6)All plates are 9120 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 613 lb uplift at joint 2 and 613 Ib uplift at joint 6. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 10)Graphical pudin representation does not depictthe size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S)Standard OF NEyy y P M CAP r- n t, I 10135 y�li= 9°FFssfoNP 05/20/2021