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HomeMy WebLinkAbout46683-Z �O �UFFOL,�G Town of Southold 9/24/2022 y� P.O.Box 1179 oy ® 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43445 Date: 9/24/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 1400 Hiawathas Path, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-48 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2021 pursuant to which Building Permit No. 46683 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: accessory garage as applied for. The certificate is issued to Ahearn,Matthew&Patricia i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46683 8/30/2022 PLUMBERS CERTIFICATION DATED A o izeSi ature TOWN OF SOUTHOLD r�o�o coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46683 Date: 8/12/2021 Permission is hereby granted to: Ahearn, Matthew 1400 Hiawathas Path Southold, NY 11971 To: Construct accessory garage at existing single family dwelling as applied for. At premises located at: 1400 Hiawathas Path, Southold SCTM #473889 Sec/Block/Lot# 78.-3-48 Pursuant to application dated 8/3/2021 and approved by the Building Inspector. To expire on 2/11/2023. Fees: ACCESSORY $412.00 CO-ACCESSORY BUILDING $50.00 Total: $462.00 Building Inspector oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Sean.deviin(&-town.Southold.ny.us Southold,NY 11971-0959 Q �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Matthew Ahearn Address: 1400 Hiawathas Path city:Southold st: NY zip: 11971 Building Permit#: 46683 Section: 78 Block: 3 Lot: 48 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 V LED 4 Exit Fixtures Pump Other Equipment: 100A Sub Panel 12 Circuit/ 8 Used Notes: Detached Garage Inspector Signature: Date: August 30, 2022 S. Devlin-Cert Electrical Compliance Form q r f S jf so TOWN OF SOUTHOLD BUILDING DEPT. Couffov, 765-1802 I/ ., INSPECTION FOUNDATION 1ST ROUGH PL13G. ,,rDAF TION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE--SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: rpol-, "16 101 DATE .,�W INSPECTO o�aOF SOUI'yo � b 6L� 1 q __- # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: t AIA4,-,e _ fiI2 I C3G� DATE INSPECTOR Ll DEC 302021 ULU BUILDING DEPT TOWN OF SOUTHOLD • boom a _E r� . ^, V e v .s, `� C� r DEC 3 0 2021 Ell BUILDING DEPT TOWN OF SOUTHOLD F w + r � . i - � .y fa+ } e t.ti :,� r""rryy DECI 21 BUILDING DEPT TOWN oF sourrHou) J4 -� *i VIP f� PIT FIELD:INSPEGTION REPdDATE � v FOUNDATLON(1ST) FOUNDATION'(2ND) ;``.' O • ROUGH FRAMING.'& .•,• • .•. .. .. • ..�•., • - . .. - �: PLUMBING' INSULATION.PER N.Y. :. STATE•EN-9RGY GODS b. ? . FINAL', .. .'DA :CQIYIN . " . .. '• .. � •, ' moo oay TOWN OF SOUTHOLD,-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179-Southold-NY 11971-0959 oy • p�} Telephone(631) 765=1802-'Fax(631) 765-9502 https://www.southoldtownn�gov = Date Received APPLICATION- FOR BUILDING PERMIT r %,For Office.Use Only r = ', PERMIT N0.- �J Building Inspector: „ " ' jAUG ­'T - 2021 _ Applications and'for`ms-must be'filled ou' their"entirety.Incomplete .'',, ,applications will not be accepted...'Where.the Applicant is not'the owner,an Iy�? ,l fldeT�� '. •ya.::..&y. \:: ."r°., - •', @r. ,y`':,;'::E__,1 h;'r-'.t."' J3J, OVuner's'Auth'or6'iIo'n forrri(Page'2)shall'be"completed:` fl Date: OW NER(S).OF�PROPERTY:" , Name: I-II LTJ` SCTM#1000- P.roject 000-Project Address: I d .00 Phone#: `I` - ZZ D .- Email: •-- n c+ Com MailingAddress: rhFhf_.. . VI9- 'CONTACT-PERSON: Mailing Address: Phone#: S Email: DESIGN PROFESSIONAL INFORIVIATION: - Name: FALAI Mailing Address: Phone#: Email: k CONTRACTOR-:INFORMATION: Name:' Mailing Address: F'• Phone#: �'l. - -�d Email: 'DESCRIPTION;OF`PROPOSED-CONSTRUCTION': �jNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition ,:: :Estimated'Cost'ofProject: - ❑Other $ Will the lot be re-graded? ❑YesMNo Will excess fill be removed from premises? ❑Yes. I Vo 1 �'PROPERTY INFORMATION :•;, _ Existing use of property: • • Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with-respect to this property? ❑Yel�Vo IF YES, PROVIDE A COPY. Check Box After Reading:.The owner/contractor/design,professionai is responsible forall drainage and storm,water issues as provided by. apter 236 of the Town Code.'APPUcATION,I'S HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town of southold;Suffolk;16unty,Never York and other applicable Laws,ordinances or Regulations,for the construction of bulldings, additions,aiteratidns.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 s A misdemeanor,pursuant to Section,210.45 of the New York'State Penal.Law."., , Application Submitted,By(print name): ;H ft, rrt{t L_�.` ' �� /'i� ?w> Authorized Agent Powner Signature of Applicant: J _ Date: - - Z 0 L STATE OF NEW YORK).. S COUNTY OF- -SC-(Cd ) _ being duly sworn,deposes and says that(s)he is the,applicant'...;,,; (Name of individual signing contract)above named., --- - - (S)he is the - - (Contractor,Agent,Corporate Officer,etc.) . -- - of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her-knowledge and_belief;;arid ` that the work wil1.be.performed in the.manner set forth in the application_file therewith._ Sworn before me this �y—day of Atli Get 5 1 - 20 _ - - - Notary-Public - - - CAROLINE-M--MALAR. NOTARY PUBLIC-STATE OF NEW,YORK PROPERTY OWNER AUTHORIZATION - No.01MA6384635 (Where the applicant is not the-owner)p . -.Qualifi',d'in Suffolk county- My Commission Expire12=17-2022 s 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, ,,.: .,{t• Print Owner's Name 2 IU G DEPARTMENT-Electrical Inspector ,y. TOWN OF SOUTHOLD H DEC I U TWn Hgluthold, nex- 54375 Main Road - PO Box 1179 • r New York 11971-0959 BUILLANG L -TOWN of sougj[%phone (631) 765-1802 - FAX (631) 765-9502 ' - rogerr(5.)southoldtownnv.aov - seanda-southoldtownnv.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: j L-/p -Z/ Company Name: Electrician's Name: 1�oNe ocdw4- License No.: Elec. email: Elec. Phone No: 01 request an email copy of Certificate of Compliance'- Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: egri Ll r 2fi Address: 1goo Ld w,�#� s Cross Street: Phone No.: Z _fV Z Bldg.Permit#: �{(�� email: ris �,��� «g,,cam Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): CCC Sc)ri (j'j xqe ii Square Footage: 7 asp Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO oRoughin ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size1:11 Ph❑3 Ph Size: A # Meters Old Meter# [:]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals F1 1 n2 El H Frame F1 Pole Work done on Service? ny nN Additional Information: PAYMENT DUE WITH APPLICATION f7 1 u 6 DEPARTMENT-Electrical Inspector IO, - TOWN OF SOUTH®L® DECU i U '_ n H; 1 neat- 54375 Main Road - P® Box 1179 ce uthold, New York 11971--0959. BUILLJiivv i, TOWN OF soU!+§ttphone (631) 765-1602 - FAX (631) 765=9562 rogerr@southoldtownny.gov - seand(a.southoldtownny:gov '1 APPLICATION FOR ELECTRICAL INSPECTION ELECTRO=N .INS®R TI®N (All Information Required) Date: f'Z -/© -Z I Company Dame: Electrician's Name: License 'No.: Elec. email: Elec. Phone No: El I request an email copy of Certificate of Compliance Elec. Address.: JOB &TE INFORMATION (All Information Required) Name: .r Address: qo o LIPW<a ries r?L 0 Cross Street: 5, Phone No.: - - Z za -f-z-f-zL Bldg.Permit#: Y(/)-/�ki email: ,tet! ��,�r�; (�', ��,���.coves Tax Map District: 1000 Section: dock: Lot: SRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print'Clearly): 1 Square Footage: -72-;� Circle All That Apply: Is job ready for inspection?: 0 YES NO Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On Temp Mformation: (All information required) Service'Size 1 Ph 3.Ph Size: A # Meters Old Meter# New Service Fire Reconnect OFlood Reconnect Service Reconnect Underground 0overhead # Underground Laterals 1 2 ISIFrame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets 1i G FI's Surface Sconces H H's UCLts Fans I Fridge HW Exhaust Oven. W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have ed Special: Comments DATi:(INMIDDIYYYY) c CERTIFICATE OF.LIABILITY INSURANCE 11/03/2020 THIS-CERTIFICATE 15 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 TFF HE.COVERAGE AORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE'DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURE-3Z(S),.AUTHORIZED REPRESENTATIVE aR.PRODUCER,AND THE CE kTIFICATE IiOE.DER. IMPORTANT: If the certificate'hoider Is.an ADDITIONAL.INSURED,'yr ED;the policypps)must have ADDITIONAL INSURED.provisions or be endorsed. ,If SUEItOGATION IS WAIVED,•subject to the.terms and conditions'of the popc ,-ceitalp policies may iei;itlre an endorsement: A statement on .."this certificate does'not'confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER CANTACr Robyn Ferra Unruh Insurance Agency,iiia: PHONE 17 35.2929 FAx (71735-2923 P.O.Box 259 Evpg ..rob unruhinsurance:Com - lrJslsRrli AFFOlt3lCIGCQVERAGH NAICd Deriver PA 1751.7 INSURERA. Erie Insiitance Ekhan a 26271 INsuREo URERB., Fls"sh` CI ;Insurance CO. 35585 . Shkk Pole Buildings LLC INSURER c:.Ede-Ins.Pro Cas Co 26090 807 Reading Rd o; INSURER 0, East Earl PA 17519.9115 1 INSURER F s COVERAGES CERTIFICATE NUMBER: :REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTFI)SELOW HAVE BEEN ISSUED TO THE.INSURED NAMED ABOVE FOR THE POLICY PEMOD 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.LimlTs SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. ILTRR AWLTYPE OF INSURANCE 1M vmn SUER POU NUMBER MMIUDO EPF_ PIrm M GD�P LRMTS X COMMERCIAL GENERAL LUWILnYEACH OCCURRENCE -s 19}00000 cums-MADE �OCCUR DAMAGE TO S 1000000 MED EXP one t'5000 A 045-0153561 09101/2020 09/01/2021 'khsONALBAoviwuRY 41000000 GEwL;kdvmaATEUMrLAPPLIES;Pat GEhiRALAd6REGATE -S 2000000 POLICY a jECj FlFl* PRODUCTS-COMPJOP AGG s'2(300000 X OTHER:-Rente'd tqq§Mdnt I Rented Equi0meht 6100000 AUMkOBILE LIABILITY` COM8WE0 SIN u IT s. 1000000• eaaeddem ANYAUrO BODILYINJURYIPerpeiselly $. OWNED SCHEDULED A AUt050NL1' x AUTOS" 0094131783 09/01/2020 09!0112021 s0b!LYiNJURY(PeracddenQ 'S HIRED N0N OWNED PROPERTY DAMAGE $ X AUT050NLY X AUTOS ONLY ereccldeN ' UMBRELLALIM 11CLNMWADk OCCUR EACHOCCURRENCE s.1000000 A X EXCESS UAs 033-017218B 09/01/2020 09/01/2021 "AGGREGATE t'1000000 DED I IRFMPMONS s WORKERS COMPENSATION PERuTe X 0TH- AN6EMPLOYERS'LlADUTY YIN ANY PROPRIETORIPARTNERfl7(EC_ EL EACH ACCIDENT 5.500000 B (OMFaIICd�EMBERREXCLUDEDD NTA 093-5101231 0910112020. 09/0112027 In NIQ EL DISME-EAEMPLOYEE S,500006 If yyeess,,desabe wder DESCRIPTION OF OPERATIO swow ELDISEASE-POLICY UM00 IT S=5000 VUDrkel's compensation E IL Each accident 100000 C Q93-51.0092fi(NY) 09/01/2020 09101!2021 E L Disease-ea enip 100000 E L Disease-policy .0000. DESCRIPTION OF QPERATIONS!L.QCATIONSTVERICLES(ACORD 101;AddlHorial Remarks SebedufB,maybe amchad If more apace Wrequired)' I CERTIFICATE HOLDER 'CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIPATION ,DATE THEREOF, NOTICE WILL .BE" DELIVERED IN Town of Southold ACCORDANCE WITH THE POUCY PROVISIONS. PO Box 1979 63095 Route`25 AUTHOR¢EDREPRESENTATME Southold, NY 11979 Fax: Email: ©i9 -2015 ACORD CORP TI N. Al)rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD `STATEOF NEW YORK WO1210E12S';COIv11'ENSATIQN BOARD: CERTIFICATE OF NYS WORKERS'COMPENSATION:IlYSCOVERAGE i :1a:Legaf:Namc'&Address of Inssired(Use'street address;only}: `Ib:Bnsiness'Telephone:Ndmber ofInsured ;Shlrk.Pole.Buildings LLC .7.17-445-0008 807 RBading:Rd. r tc.NYS Unemployment;insurance'Employet =East Earl, PA_4.7519. Registration Numherof Insured: WurkLaeaElori'ofInsured{0nlyrequir. cowragelsspe., cally: id:Federal Employerldenti8catiohNumberofInsured -Ili Ied to ;certaiie locatiorts'1n.NeW York":Siaie 'i.'e:,.e wrap-;Up: %or Social Seearity:Niinitiei•` Policti} 26-:6902567- .2:None andAddress:of the 1 ntity;Requesting Proof of 3a;;.A0he of Ins srancc'Carrler Coverage(Entity Betng Listed as-the Certificate Holder), brie Insurance Pf.0�8Cht 'C;ast,alty Co ,41091 icy Number of entity listeii_in_box"1a" Q93=5f0092f " Town.of Southold PO BOX"1979 3c: Policy effective periost 53096.,Route 25 Southold NY 11 97909T01l2t}20 ao :0910112021 A The Proprietor;Partners or Executive dtficers are ineiuded.(Oaly.chec&[rax if A parinealafteers"®eluded) all excluded or certain paitneiiMffscers excluded. This certifies:that the insurance carrier"indicated above in box_,"3:'.insures the business referenced,above in box'"la"for�yoikers' compensation under the New York State Workers'Cgmpensatioml:aw,'(To,use this form;New York.(NYj.must be,listed under;tem 3A vn the INFORMATION PAiGA of the workers'compeusation:inss;raacepolicy).The_InsutariceCarner or'iislicensed ageritwillsend 'this Certifitate'of hssiutmbe to the entity listed abode as the certificate holder in box The lnsztrdit -C-orrler t6ill also notify.ilte above eMifcate holder iviihin IO days IFa policy is canceled due to,nonpaymenl.ofpremiums rn within kdaWIFtheYe.are reasonns other than►ioripayaient of premiums"that cancel theFolicy or elinaIliate the instireilfram the coverage indicated on this;Eerr'kale: �J' (7hes¢notices-mrrybesent6yregular.mail,.) Othenvlse;this.0eriifcateis.validforogieyearaf'erMdFform is dpprover!Ciy.the insurance carrier nr 1. its licensed agent,or urrii!the policy expiration.date.listeit in lox."3c 'tvhicheves is earlier. Please Note: Upon_the'cancellation:of.thei workers',compensatiott poticy;indicated on this rosin,if the bnsiness coritinuics to 6e named on a permit,license or contract Issued by a certificate[solder,the bustness•mnst provide that Certificate holder with anew Certificate of Workers'Compensatiost Coverage or"other authorized proof that;the business Is complylssg�wiih themandatory coverage requirements of the:New York StatoiVorkers'Campensatiosi UW.. Under penalty of perjuty;,I certify that I'am an authorized representative or licensed agent of the insurance carrier referenced .above and that the named insured`has 4he coverage.hs depicted oa.tb is form. Approved by: Marc Cipriani- (Matt name ofautborvkd n:preserrtative.or licensed aaenrof insdianra caisiei) Approved by: 07127/2016- (Signature). (Date) Title: Telephone Number.of authorized rwMentative:or licensed agent of insurance carrier: Please Note: Only insurance carriers and!heir licensed agents:are authorred to issue For_m C-105.2.Insurance brokers are NOT authorked to issue:-ft. C-145,2(9-07) wwwwcb:state.ny.us N C workers• CERTIFICATE OF INSURANCE COVERAGE ATECompensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 260902567 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD PO BOX 1179 3b.Policy Number of Entity Listed in Box"l a" 53095 ROUTE 25 DBL 6026 70-3 SOUTHOLD,NY 11979 3c.Policy effective period 01/11/2021 to 01/11/2022 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the followingclass or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/15/2021 By --fl �''� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Director of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance'Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 630612 -A /I A� SURVEY OF PRUPERTY N SITUATE, L.AU614I1146 WATER TOMi SOUTHOLO W E SL4 FOLK COUNTY,NY SURVEYED II-4Aq 8' UPDATE 07-2q-03.12-5-04 SUFFOLK COUNTY TAX s 1000-18-3-46 GERTIFIED TO. DONALD AMINO SANDRA AM1140 PRINCIPAL_RESIDENTIAL MORTGAGE,LNG. ALLSTATE AMTRACT CORP. 1u a69052T110 04 Lord yypDV4lle or Ton-r �^n We o ,00••$ 109�� � Ngl 13 ll i 01% x jj 1 1 00 0 o n 2e7 �e AF N RO ED AS NOT Q G-p 4 DATE: S 3 2 B.P.# 3�, g FEE: c NOTIFY E JILDINI- AR J!E TAT I N 765-1802 3 AM TO FOR THE is FOLLOWIIN 3 INSPECTIONS: �� i. FOUND TION - TWO REQUIRED o FOR P RED G' '43rlc i'E 587'51'00"W110.00' 2. ROUGH - FR,:U...'C ^;;,'t,13::JC 3. INSULA I ION a 4. FINAL CONI '.'^T"�l�l MUST ' o BE COt I PLETEnow or Formerly oF. Torll Lindstrom LAtkaVIG a W Il19 F.Stevens III t�t ALL CON RUC:': ' -ALL MEET TH�� Q REQUIREA ENTS OF I HE CODES OF NEW° 1.0 YORK ST E. NOT RESPONSIBLE FOR DESIGN 0 CONSTRUCTION ERRORS. COMPLY WITH ALL CODESF NEW YORK STATE &TOWN CODES _ AS REQUIRED AND CONDITIONS $ 14 a 1,10,011 1 m....,.m.Iw.n ..Wb J,.lbr M wu�enlia Iw NOTES- � I 9�Ir mbl.abwl{WI.I W.i-M NOTES- D I .I.W a.l tluR plMv�m mn�e M.lOn4Y' 9..111„Ilo bltl,Y iewil�'iIN 1 W SOUTHOLD TDWRUSTEES lm bn,.. YII.v1,IMUY4 WIIM.I. QPIPE nnss�m.Y lI�..OU Y..v.p 1, 4'isl ml.w Ir 1'd 1°IWt��� AREA a 22216 SF OR 051 ACRES JOHN C.EHLERS LAND SLTRVEYOR 6 BASF MAW SnUM N.Y.S.LLC,NO.smm GIZAPlilG SCALE 1"= 30' MVNdMAD,N.Y.119DI 369-8288 Fax 368-8287 REF TIGERTR03199-268 SURVEY OF PRUPERTY N SITUATEe LAUISHINS MTER TOM SOUTHOLD VI► E SUFFOLK COUNTY, W SURVEYED II-4119 S UPDATE 07-29-03,12-15-04 SUFFOLK COUNTY TAX» 1000-78-3-48 CERTIFIED TO, DONALD ANNINO SANDRA ANNINO PRINCIPAL RESIDENTIAL MORTGAGE,INC. ALLSTA69052T10-04EITRAGT CORP. Load noW or formerly Of, Lynn vw 4810 13'00"� I p 0 7, oto opo 1 24•--��° ® 1 cr W 3c ° 1•�QIa 09 � 1 ' Z no' N'? i CIX 1D Y/a 01 ,' B �q 0 _ O 1 � N is Po el� it 5, 387051'00"W 110.00' o. 3 Land now or formerly oF: rte 5 Torll Lindstrom Latkovic 6 William F.Stevens III 16 N� � O 0 rano �y� Ir NOTES, �� TWIIWNw NNp•Nrem.W u IwIIN ■ MONUMENT ° PIPE AREA a 22276 5P OR 051 AGRES JOIN C. EHLERS LAND SURVEYOR 6 BAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC,SCALE 1 30' RMERHEAD,N.Y.11901 369-8288 Fax 369-8287 RFF.-TIGBRIPROS199-268 JOSHUA R. WIRl .L.S. 5UPVEY or PPOPEPrY SURVEYED BY:I.R.W. DRAWN BJOBNO.:JRW-327 5MB11E 14 TrainolA11C111NGWRIEK r0WNOF'aM P Center Morich1934 5TPaK COi'1NfY,NEW YOa JoshueRlfiolm 4c,. X831—cSrJfi`olk C u*fax Map No,: g�oz� GR10,078 00'03,00'148,000 o Dz (To1 (bot 3(90) PATE 5LMYEP:9/10/2021 5W:1"-3O' HIAWATHA 'S PATH m N 81°13'00" E 109.26' I TAX MAP LOT 65 ILL Su su OR 7. F OF ,IRaw L ! 11 ni o al ^IM.— I 11 Cq k L___—__—J I ~•j a�Yr I r sac(a�T v 1 0.1% MY- 421' �san.% y�� y � RI •.. o. afG ,r I did CID 000 ti ayy g 03 LOT AREA y SEr� srA� k 1 TAX A(Ap LOT W F I S 87°51'00" jy 110.00OFR EW y, �o �s 0510�h LAND (1)UNAMWORRED ALTERATION OR ADDITION TO 1W5 SURVEY NOP REARM A LICENSED LAND SURVEYOR'S SEAL IS A NOIATWN OF SECTION 7G00,SUB-M ION E.OF NEW YORK STATE EDUCATION UW.(2)ONLY BOUNDMY SURVEY SUPS WNH THE SURVEYORj SE&ARE GENUINE TINE ANO CORRECT COPI6 OF THE SURVEYORS ORIGIN&WORN AND OPIN""'(D)CERRFlMTWNS ON TMS WUNDMY SURVEY IMP SWIAIY NAT THE MP WAS PREPARED N ACCOROMCE MW THE CURRENT FARTING CODE OF PRACTICE FSURVEYS ADOPTED SY THE NEW YORK STATE YSSOCNTION OF PROF69IOWV.AEO WRVEYORS,MC.THECERDFRAAON ISUTO PERSONS EDA WHOM THE EOUNDMY SURVEY YAP IS PREPARED,TO WE TIRECOMPANY,MTHE COJETW4ENi&AGENCY.ANLENDING INSTITUTION USIED ON THS SWNDMY SURVEY YAP.(A)THE CERWCMONS HEAEN AAE NOT TRMSFEPABLB(5)WE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCRMCVLIENTS ARE NOT ALWAYS KNOWN MD OFTEN UUST BE MnMATED. R AUNDERGROUND WPROVFAIENI9 OR-FNCROACH4ENI5 OUST ORME SHOWN.TME IYPROVEIdOET3 OR ENCROMIIYFNT3 ARE NOT COVERED BY TNR SURVEY.(b)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE 51RUCIURE9 TO THE PROPERTY UNE9 AAE SPECRIC PURPOSE MED USE AND THEREFORE ME NOT INTENDED TO WIDE THE ERECTION OF FENCES,RETAININGWALLS.POOLS,PATIOSPARING AREAS,ADDRIONS TO BUILDINGS.AND ANY GTMER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS SEF AS RMT OF THIS SURVEY.(G)THIS SURVEY WAS PERFORMED WTRF A WIMBLE SB ROSOM TOT&STATION.(G)DEE FUST a O RIGHT OF WAYS AND/OR EMOMEMS OF RECORD F MY.NOT SHOWN ME NOT CMPMRDED. r4-4,99—A. s OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL RETAIN STORM WATER RUNOFF DATE: g' ��_ B.P.# WITHOUT CERTIFICATE PURSUANT TO CHAPTER 236 OF THE TOWN CODE. FEE4 BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3: INSULATION 4. FINAL - CONSTRUCTION :MUST CotV.,PL`� WITH ALL CODES OF BE COMPLETE FOR C.O. NEW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N`i.S.DEC C11 TRUSS PLACARDING REQUIRED X11 exterior lightingl�b��3 �stslled,replaced or �L JA1 repaired shall confonu ?,to Chap nuc ter 172 i t — �L G aS o al Co of the Town de a lo- BUILDER u J ' 30' fs8 �- 8 6 _s it J �h o 2-2X10 MSR SYP d XR ;n TRUSS CARRIERS In NEW BUILDING SPECIFICATIONS 26' X 30' X 12'4" POST & FRAME BUILDING ~j°� O POSTS ATTACHED TO CONCRETE FOUNDATION WALLS / W/ STURDI WALL SW-63 BRACKETS, CORNER & �Dg DOOR POSTS W/SW-60 BRACKETTS (FOUNDATION WALLS & CONCRETE FLOOR BY OTHERS) O1 1-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR 01-12' X 10' STEEL INSULATED OVERHEAD DOOR W/WINDOWS P1 ❑3 3-36" X 44" THERMALPANE SINGLEHUNG WINDOWS ® 3 PLY 2X6 GLULAM POSTS 8' OC (TYP) 2X6 TREATED GROUND CONTACT SKIRT BOARD OWNER LO 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC czLO = �f 2-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS (773 PLF CAP; 560 PLF ROOF LOAD) Q 3-2X10 MSR SYP TRUSS CARRIERS ®12' SPAN Z a• }- (839 PLF CAP; 560 PLF ROOF LOAD) Z TRUSS CARRIER TO POST= A-W GRK STRUCTURAL SCREWS Q 7 ®EA.POST (2 PER SPLICE MIN) 2331 SHEAR RATING = 00 PRE-ENGINEERED ROOF TRUSSES- 00 J ALL GABLE POSTS 4/12 PITCH, 48" OC, 30-5-5 LOADING Q Q = EXTEND TO TOP / 4 ROWS 2X4 BOTTOM CHORD TIES (72" OC.) 683 LB UPLIFT; H10A HURRICANE TIES=1340 LB OF ROOF TRUSS 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & ~ Q FASCIA O / 28 GA G-100 PAINTED STEEL ROOFING & SIDING C co 4'WAINSCOT BASE COLOR CE9 Q O 12" PAINTED STEEL VENTED RIDGECAP T 2 3-2X10 MSR SYP ALL HS DRAWN SHONN LC) ON THIS DY OF IS THE TRUSS CARRIERS POLE BUILDINGS IN SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT ►{{11118!@@ BE REPRODUCED YATHOUT PERMISSION.BOLDER AND OMER ARE RESPONSIBLE TO 4IIiffY ALL DIMENSON3 \\` ••••••••• Y '�s� BEFORE CONSTRUCTION `\�\ •"• ••�®�B DRA�MJ BY: ALS 4 -�— 12 —r- 8 —�— 6 �;Oj '!/�;a� REVIEW: 30 7 •�� -9< s REVISIONS: e Q y'_ m� ir =1�:• Lu _,�4J DATE: 7/26/21 FLOOR PLAN N ; : _ ' SITE:AHEARN ''ii��� •••Q�142 ;• \� FLOOR PLAN SCALE: 7/32" = 1'0" BUILDER J 12 �o I(14 41 v d 28 GA. PAINTED of z �a 11111 H 1111111111 H HEMMED FASCIA m' ��X � oLL 28 GA. PAINTED STEEL 1 z WALL PANELS 36" x 44" 36" x 44" THERMAL PANE ATTACHED W/ SCREWS THERMAL PANE 3'0"X 6'8" WINDOW WINDOW 9 LITE 28 GA. 6" ENTRY PAINTED STEEL �j DOOR CORNER TRIM11 1111 111111111 '' J J1 �l 48" WAINSCOTING BASE 111111111111111111111111111 j 1 11 1111 ANGLE BACK SIDEWALL LEFT ENDWALL SCALE: 5/32" = 1'0" SCALE: 5/32" = 1'0" OWNER 28 GA. PAINTED STEEL = 12" RIDGECAP(VENTED) Q 28 GA. Z a �- T PAINTED STEEL w u) Z 12 6" RAKE TRIM 28 GA. PAINTED STEEL oN Lu SCREWDOWN ROOF I 28 GA. PAINTED = (- PANELS Ln ANGLE Z TRIM Q = 1' QEE 0 Q � 12'0 x 10'0" O N 36" x 44" OVERHEAD DOOR THEWMAL NDOWANE d - T ALL INFORMATION 9LONM N ON THIS DRAWNG IS T �/. POLE PROPERTY BUILD CS LLC*NC. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT PERMISSION.BALDER AND '::V L'<ARE RESPONSIBLE Q Oa 1'.'I Y ALL DIMENSONS `_ _ a • �'®,,®%rrr,Vl BY., • L. r Ir I: T-"ONS: FRONT SIDEWALL RIGHT ENDWALL? 'g�� 7/26/21 SCALE: 5/32" = 1'0" SCALE: 5/32" = 1'O'z m :I= aHEARN "%TIONS 71 i��FESS40Np``��`���` BUILDER T • J O PARTIED PoDGECAP PE6 NAILS R � 2F 4 ROOF PIRUN 28 GA.PAINTED d ROOF TRUSS STEEL RCOFING Z -t VENTED R PNNF D nMTE SCREWS IP/IPAINTEDGA DSSTEEL 3-3)'X.120 2X4 ROOF \ \ RAKE TRIM J (ALV.NMS PURIJNFA CLOSURESl 2X4 GIRT OR PERLIN WALL 2X8 ARD E PAINTED X 24'ON CEMER �'X4.ORK F m TRUSS STRUCTURAL 2%6 .1 X ¢4-3J�L.120 fNfOPO SSYZEIYS rM SIDING VENTED 0-41C GALV.WVLS /Spum G 2 4 F� PAINTED SCREWS OVER EADTRIM r,�,E 7RS J T Zpow 9.ON CENTER _STRUCTURAL R 7RDA FA•J TRIMPOSTAD DOOR M AI- DOOR E THERSTRIP SIDING `�^ 12'RIDGE CAP PETAL SIDING t ROOT PURLDI / ORK STRUCTURAL OVERHEAD DOOR GABLE OVERHANG 1 SYP o n TRU55 SCREW TO POST DETAIL ROOFRIO FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL CARPoER FASTENER DETAIL SCAE: 1/2'- 1'0' SCALE: 1/2'- 1'0' SCALE: 1/2-- 1.0• SCALE. 1/2'- 1.0' SCAB: 1/2•- 1.0' PAINTED STEEL WALL POST WALL POST 8 � 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD GALV.NAILS / PANTED GIRT* 2X4 WALL PER TRUSS ROOF feCR IZED FASCIA EWSCEI ROOF VENTED 4 SLS PER 8 L SOFFIT \ E (FLANNEL POST F}J 7PoM RUSS CARRIER METAL SIDING X6 TISIDEW�L GIRT BLOCK TRUSS TO TIE BLOCK R 12'EAVEOVERHANG FASTENING DETAIL FASTENER DETAIL L DETAILSCALE 1 2'- 1'0' SCALE: 1 2'- 10' 1'0' SCALE. 1/2-- 1'0- OWNER 28 GA. PAINTED STEEL ` RINSTATED�M CHORD SCREWS do WASHERS MANENT LATERAL Z a BRACRTG(SEE TRUSS WG FOR SPACING) 2X8 SPF •A Z 2X4 ROOF FACE EO Q RUNS 24.OC. PANTED 2X4 S F DIAGONAL BRACE FASCIA FROM flOf;OlE BOM M�IM; ROOF 1RGINEES VENTED '�*�• ;PER ENGINEERED "-IDA HURPoCANE:CU PANFL.STRUSSES 48' STEEEL 2-2X10 MSR SYP TRUSS I FtrJ TRIM ~ Q O TRUSS NOTCHED GL /1 SYP TRUSS CARRIERS INTO POST C w G O co CD 3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GIRTS 24'OC,-7 N w POSTS B' OC.TYP. T- WALL BRACING REGUIREMENTS: T- 2X4 SPF WALL GIRTS 24'OC 29 GA STRUCTURAL STEEL ALL INFORMATION SHOVIN WALL BRACINGON THIS DRAVANG IS THE REGUIREMENTS: PANELS INSTALLED IT EXTERIOR AWPA U1 TREATED POSTS B'OC.TPP. OF WALL PU SCRtlVS PROPERTY SHIRK 28GA SIRIICRRAL POLE BUILDININ GS LLC. 2X6 PRESSURE.TREATED STEEL SIDING THIS DRAWING MAY NOT ED SYP SKIRT BOARD PANELS INSTALLED BE REPRODUCEDWTHOUT WITH SCREWS ,aPERMISSION BUILDER AND 2-2 11 11wA,a �11//// I/,/�J--�O OMER ARE RESPONSIBLE 4'-4 00 PSI AGMs GRADE PRESSURE TREATED POSTS ATTACHED TO WALL W/ ``��� of TO ,y'I 4 f/// BEFORE CONSTRUCTION GRADE(BOTTOM STURDI-WAC SW SYP GROUND CONTACT STURDI-WAIL.SW63 BRAC \� •• T OF ) RDOR 2X6 SKIRT BOARD W/2-1/2'7(5'WEDGE ANCH \\\ �.• h•.Q �I� DRAM BY:I ALS REVIEW: 5[ BASS a •'.'; • . •• • •• r �• • ' 1 :((� �q S REVISIONS: 3/4' (OPTIONAL) 7 • d •• •.••.• S' 3000 PSI • =7� �� �� w :i 8•X 38'POI1R M \ ••a.••�•;�• .:q FOlRPOURE0 E.• i R1: Q CONCRETE WALL a•' 2500 PSI. 24' X 8' q •, 2ZD: Ljj COMPACTED ••' 1 ' CONCRETE SPRAD FOOTING •• q e• (T1 . ` DATE: 7/26/21 SOL BACIO'LL \ •i;:�:i•.:.'.:.••. ••: ''•' ;': •': r••;•:.. • 2. S. SITE:AHEARN 2500 PSI. 24' \ \ 2000 PSP N4TURAL SOL•'w•• - '. •.•.\`\ \•\ �i SECTIONS TYPICAL FRAME X e'CONCRETE i / r• . Q SPREAD FOOTING \/ OR ENGINEERED FILL TYPICAL FRAME �j` I� O ..� ,?'7 (ENDWALLOVIEW) �i i i. i. SECTION i�/i�i, 'i��i (SIDEWALL VIEW) �FESSIO�yA SCALE: 1/4" = 1'0" SCALE: 1/4" = i'0" ,T�HNF1FL11�N�` A � 3 BUILDER BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL) J FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. t° A4.1 EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. d STANDARD DEPTH FOR TRENCH FOOTING EXCAVATION IS 32" BELOW GRADE, ALL z LOOSE FILL IS TO BE REMOVED BEFORE CONCRETE FOOTING IS POURED. A4'9 STRUCTURAL DESIGN PARAMETERS 9 s A4.2 FOOTINGS AND WALL BUILDING USE= STORAGE m � x FOOTINGS SHALL BE A CONTINUOUS TRENCH FOOTING; 24" WIDE X 8" THICK USE GROUP=U mZRISK CATEGORY ICONCRETE. FOOTING SHALL BE A MINIMUM OF 32" DEPTH FOR FROST PROTECTION EXPOSURE CATEGORY= C d OR; LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE HEIGHT & AREA LIMITATIONS=56 UNPROTECTED a FOLLOWED. OCCUPANCY LOAD=AS PER DESIGN READYMIX CONCRETE WILL BE USED UNLESS OTHERWISE SPECIFIED. TOTAL NUMBER OF FLOORS= 1 FOUNDATION WALL IS 10" THICK POURED CONCRETE WALL 24" HIGH. TOTAL FLOOR AREA (SQ FT)=780 A4.3 FRAMING BUILDING VOLUME (CU FT)=11,200 STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND ®48" BELOW GRADE UNLESS NOTED OTHERWISE. CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: A4.4 ROOF TRUSSES 2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10 ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) � : & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS 117-2(SSTD10 Q A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES Z 0.. >- PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) � (n Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WTH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND LU A4.12 WARRANTY NOTES w UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN = o ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR = O A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Q Q = EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ♦— REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: Q TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY C (� SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, C 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: r MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHONN STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THIS DRAWING IS THE TRUSS CARRIER CONNECTION TO POST: "x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC, FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS TH PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' IS DRAWNG MAY NOT SE REPRODU®WlHOUT NOT APPROVED BY A CERTIFIED ENGINEER. 111111111/@ PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED �0 @1tv OMER ARE RESPONSIBLE `�0 of: Ne B, TO VERIFY ALL DIMENSIONS #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED a°0 �•�•••��� �i� 1f BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDINGm°° ® �j DRAWN BY:I ALS MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED Q; ,' ••. owe.owe. REV EW: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED + �;�� yy m i REVISIONS: � s s ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT C r R i'= M EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; C M e z: DATE: 7/26/21 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. } `. SITE:AHEARN r •� � DETAILS iFE'S S 10�A� A 4 fffillll%I0% r Job Truss Truss TypeQty Ply 26'Stock Truss 130mph 129072922 8702270 T26 FINK 1 1 Job Reference(optional) Superior Trusses, Ephrata,PA 17522 7.640 s Sep 29 2015 MTek Industries,Inc. Tue Feb 21 10:14:21 2017 Page 1 ID:CIY2zi5lOnLMsLIyH01Sy9zy2Xm-dQQ7egsBXdcsk QMr8eVMnr4K1A?ppc4v2WnBgzixwW _ -10-8 6-10-4 13-0-06-0-0 6-10A 10-6 6-10-14 6-1-2 6-1-2 6-10-14 0-10-6 5x6= Scale=1:47.1 4.00 12 2x4\\ 2x4 3 11 12 5 1 2 6 7 10 9 8 4x8= 3x6= 4x6= 3x6= 4x8= 8-114 13-M 17-0.12 26-M 0-1 8-114 I 4- 2 I 4-0-12 I 8-11A Plate Offsets(X.Y)- 12:0-1-2.Edge1.16:0-1-2.Edgel LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 (Roof Snow=30.0) TC 0.76 Vert(LL) -0.34 2-10 >904 240 MT20 197/144 TCDL 5.0 Lumber DOL 1.15 BC 0.97 Vert(CT) -0.54 2-10 >565 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.17 6 n/a n/a BCDL 5.0 Code IBC2015ITP12014 (Matrix) Wind(LL) 0.18 8-10 >999 360 Weight:118 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(2-9-9 max.) BOT CHORD 2x4 SPF 1650F 1.3E (Switched from sheeted:Spacing>2-8-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. REACTIONS. (Ib/size) 2=2166/0-6-0,6=2166/0-6-0 Max Horz2=146(LC 9) Max Uplift2=683(LC 10),6=683(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4693/1396,3-11=-4055/1217,4-11=4028/1240,4-12=4028/1240,5-12=4055/1217,5-6=4693/1396 BOT CHORD 2-10=-1211/4312,9-10=708/2955,8-9=708/2955,6-8=-1211/4312 WEBS 3-10=-1083/443,4-10=297/1308,4-8=297/1308,5-8=-1083/443 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.11; Exp C;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1.2 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 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 load. 6)Plates checked for a plus or minus 2 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 683 Ib uplift at joint 2 and 683 Ib uplift at joint 6. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building .� NZ designer. y/ 11)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. '� i' ltd Cr_ LU (P /VO•Q600g1 - Std- February 21,2017 ®.. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mew Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� 1 t� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017