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HomeMy WebLinkAbout40954-Z ����gu6f0��•c�Gy _ Town of Southold 11/29/2016 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38678 Date: 11/29/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 775 Ole Jule Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.42-14.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/22/2016 pursuant to which Building Permit No. 40954 dated 9/1/2016 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/STORAGE BUILDING AS APPLIED FOR The certificate is issued to Harkof�Dorian&Warkentien,Andreas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A 17 tho d Signature 4�ogU o��co� TOWN OF SOUTHOLD BUILDING DEPARTMENT c TOWN CLERK'S OFFICE o • 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#: 40954 Date: 9/1/2016 Permission is hereby granted to: Harkoff, Dorian &Warkentien, Andreas 775 Ole Jule Ln Mattituck, NY 11952 To: construct accessory garage as applied for. At premises located at: 775 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 114.-12-14.5 Pursuant to application dated 8/22/2016 and approved by the Building Inspector. To expire on 3/3/2018. Fees: ACCESSORY $400.00 CO -ACCESSORY BUILDING $50.00 Total: $450.00 A"Z I- B ildin nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CER T IF iCA T E OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters- 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. � g/V3 ---- -------------- -------New Construction: J Old or Pre-existing Building: (check one) Location of Property: '775 0 t `< `l House No. Street `� Hamlet Owner or Owners of Property: �VVAe6oQ S wd-%/ce- Q-A Eh G,i� �J�U l�Q IIJ 4V �ESuffolk County Tax Map No 1000, Section \ �l Block \ a Lot � Subdivision Filed Map. Lot: Permit No. Sy Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _X Applicant Signature OE SO(/l cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL (&"P-1) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES STANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: K DATE o INSPECTOR pE 50(/jy�lo y o ���'YOOUM'I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [/- FINAL SULATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: nt -FY"t Al Y-rqp in w I or %n/MOA DATE llllq INSPECTOR 11/28/2016 14:52 631-344-3132 CAD CRYO PAGE 04/04 .dames A. Koppenhaver, P.E. 304 Logan Avenue, Wyomissing, PA 19610 (484) 794-9949 info@koppenhaverpe.com Date: November 28,2016 Submitted To: Town of Southold D [EC[EOV[E 53095 Route 25 D P.O. Box 1179 Southold,NY 11971 NOV 2 8 2016 Phone: (631) 765-1802 Project: 25 x 30 x 10 Post Frame Building for BUILDING DEPT. Andreas Warkentien TOWN OF SOUTHOLD 775 Old Jule Lane Mattituck,NY 11952 Building Supplier: Shirk Pole Buildings 807 Reading Rd. East Earl,PA 17519 Phone: 717-455-6888 Email: shirkpole@shirkpolebuildings.com Subject: As Built Verification of Roof Framing To Whom It May Concern: I have reviewed conditions at the Project and I am able to verify the following-- I. HIM hurricane ties have;been properly installed at truss heels. 2. Purlins have been properly installed on the top chords and the rigid ceiling provides adequate bracing for the bottom chords. Conclusion The roof framing complies with 20I5 New York State Building Code. Submitted 111«��E1urArlrrrrr OF Nyf rfr'`F ► �• ar Qi� ► M:r°.r_ ;r y, r 10 ���� ���•!��P•���/�yam. James 4�. oppenhaver,PE PAPE035748E NY77142 CT29571 NJ32140 MD160S3 OH78077 FL71888 i✓A402OS2001 FIELD INSPECTION REPORT DATE COMMENTS D FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) J o Z ROUGH FRAMING& y PLUMBING s INSULATION PER N.Y. STATE ENERGY CODE cam; r FINAL V. ADDITIONAL COMMENTS O l Dv l rD m fAo int^, rjwo o, � m ty�c cyS �o H O z d t4 It H TOWN OF SOUTHOLD -.- BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 - 4 se of Building Plans TEL (631) 765-1802 Planning Board,approval FAX: (631) 765-9502Su V qb SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form N.Y.S.D.E.C. ' es C.O. PJ,Pood Permit' Examined ,20,& Single&Separate -Water Assessment Form Contact: k �� ' Approved ,20 ,' �4ae(v Disapproved a/c �5 Phone:63� `33 9 -b Expiration ,20 Bui g Ins ctor n[D? L5�1.5 O V L� APPLICATION FOR= Subdivision /0 00 Filed Map No. / Z' Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupanc4\4 3. Nature of work(check which applicable): New Building \11( Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0o , �0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ej 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 of46 Stories 8. Dimensions of entire new construction: Front a� Rear l a� I�eh£;Q-W0 Height Number of Stories , 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES No 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO-X 14. Names of Owner of premisesAddress �S�'�tP�-+�e�`� Phone No. Name of Architect Address Phone No Name of Contractor % Address $a7 4� tZ Phone No. 21?- `tits-6 iP.PS- ]x.411 t Woz-tQ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.'PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. o 17. If elevation at any point on property- is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) (1�COUNTY OFScf t'1 ,SS: being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor,Agent, Corporate Officer, etc.) No. BU6185050 Qualified in Suffolk County Commission Expires April 14,2�Lo of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me thi day of '-O� (�""--p -h�' ' Al'kkj�� — /- Notary Public Signature of Ap licant Scott A- Russell \\. AGJENUENT SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 -SOUTHOLD,NEW YORK 11971f •l ,' own of So u th o ld 70153095 Main Road _-I CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) (DOES THIS PROJECT INVOLVE ANY OF THE )F'OLIOWIN (CHECK All THAT APPLY) Yes No E A- Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ E ] B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E F�j C_ Site preparation on slopes which exceed 10 feet vertical rise'to t 100 feet of horizontal distance- F71 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal [ erasion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted _ - --- - - =- - - - - 1-ma-p=-of a-n - 000 square E ] F_ Installation of new or resurfaced impervious surfaces of 1, 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 - r ---- - -- -- ------ -- 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 SLormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - S-C_T.M. a: 1000 ��t� APPLICANT: (Property Owner,�Design Professional,Agent,Contractor,Other) ` Outrict i _ ;1 NAME � G'NCS .,V��'� ��� � I Section Block Lot 17" R. B'UiIL-Di\G DLP_ RTME)NT t SC 011. Contacr Information &��VAReviewed By: `�`r Date. t - - - - - - - - - - - - — - - - - — ����L � Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — _ Approved for processing Building Permit_ Stormwater Management Control Plan Not Required. r,L-��,�'(e L, ova ( � Jlormwater Matlagenteni Conirof Pian to Requti t— (Forward to Engineering Department for Review) FORM = SMCP - TOS MA.Y 2014 11/28/2616 14:52 631-344-3132 CAD CRYO PAGE 81/64 To Southold town building Dept for building permit#40954 775 Ole Jule Lane Mattituck NY 11952. Andreas Warkentien/Dorian Harkoff Asper your letter dated 1:1./15/16 Please find attached Certificate for strapping Sincerely Andreas Warkentien 631-335-7173 andyw@bnl.gov i ®f soU��®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 '® l�C®UNT6,�� November 15, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Dorian Harkoff 775 Ole Jule Lane Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Certification required for framing and strapping per inspection dated 11-04-2016 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40954—Accessory Garage OP ID:KH CERTIFICATE OF LIABILITY INSURANCE OATE(M1A1/20 08/1 1120 6 16 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 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 endorsements. PRODUCER CONTACT NAME: Unruh Insurance Agency,Inc. PHONE FAx P.O.Box 259 Arc o c No- Denver,PA 17517 Not ADDRESS: V cus oMEaIo�:SHIRK-2 INSURERS AFFORDING COVERAGE NAIL 0 INSURED Shirk Pole Buildings LLC INSURERA:Erie Insurance Exchan a 26271 807 Reading Rd INSURER a:Erie Ins.Prop/Cas Co 26830 East Earl,PA 17519 INsuRmc:Flagship City Insurance Co. 35585 INSURERD: INSURER E- INSURER F: COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCEADDL SUB POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM1DD MRID GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LWBIUTY Q45 0153561 H 09/0112016 09/0112017 PREMISES Me occurrence $ 1,000,00 CLAIMS-MADE FX—]OCCUR MED EXP one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENLAGGREGATE UMITAPPUESPER' PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY PECTRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ A X SCHEDULED AUTOS Q09 0131793 H7 09/0112016 09/01/2017 PROPERTY DAMAGE X HIREDAUTOS (PERACCIDENT) $ X ,NON-OWNEDAUTO$ $ ri UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MARE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION X WCSTATU X OTK- AND EMPLOYERS'LIABILITY' 100000 C ANY PROPR15TORlPARTNERlF�(ECUTIVE YIN NIA Q935101231 (MD,PA,VA)* 09/01/2016 09101/2017 F-L EACH ACCIDENT $ B (Mandatory in NH)�CLUDED? Q93 5100926NY) 0910112016 09/01/2017 ( E.L.DISEASE-EA EMPLOYEE $ 100000 Ii yesdescribe under 500000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ A Leased/rented equi ' Q45 0163561 H 09/0112016 09/01/2017 Limit 100,000 Ded 1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,U more space Is mqulred) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 O ED REPRESENTATIVE Southold,NY 11971 ©1988- 9 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and to are registered marks of ACORD I . I STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured Shirk Pole Buildings LLC 717-989-5393 807 Reading Rd East Earl PA 17519 lc.NYS Unemployment Insurance Employer Registration Number of Insured Work Location oflnsured(Only requiredg' overageisspeciftcally Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le-, a Wrap-Up or Social Security Number Policy) 26-0902567 2.-Name and Address of the'Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Ins Prop/Cas Town of Southold 3b.Policy Number of entity listed in box"Ia" 53095 Route 25 Q93-5100926 Southold NY 11971 3c. Policy effective period 09/0112016 to 09/0112017 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partnerstofficers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box "W' for workers' compensation underthe 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 agentwill send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Cert lcate is valld for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration-date listed in box"3c',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 and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani (Print name of authorized representative or licensed agent of insurance carrier) Approved by: RM11- &��_ 08/11/2016 (Signature) (Date) Title: Department Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 800-458-0811 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us o-, l �'y y ;1,000 SO FT / Ew SUFFOLK AVE N $ •00 - CD 111 r LOT NUM BER 4 Z N J ' S 8 20 27 ' 2 0"E . 300.00 ' O O O O Ln 411 rLl r1 � HOT TUB ON r 29 9' 10'x 10'WD PLATFORM 1 N � J i1.1 W a wo 0 J N :D --- -- 80.0 34 7' FR.SHED r N 62 x 8.2' ,s`1 ,✓ Cv1 Vs ASPHALT DRIVEWAY 0r- 0 0 O z N 8 2 ° 27 ' 20"W. 300.00 Ld L OT NUM BE R 6 O - - QYl rM L L M 0-t- s, a e- "d The existerrice of right of ar-,d or er SeCa]ontl 1 1 7 f.) s t' ( �f l are e o' r�i 1 of record, if a.-r�, I� � .�.�.� Y;-t s 1.. IZ �� t}�.ara;jc;ed vFr r'� i0f1 1n4Ms(rS;l, 2`iUPkf\NftF$ ,hD�ihifi^ JOB NO. 04-430 FILE NO. HENRY APPEL =1C)sdn, l.qr, •• }n +i:a... �'-'';?' { t` `t tn' n• � SURVEYED FOR DORIAN J HARKOFF• 0 "' ' ••s: - �' U" - T(;3 LOT NUMBER 5 MAP OF HENRY APPEL L'r•• :l:' - 'tT 7C ' `il;• ,^li[fi AP,E SITUATED AT MATTITUCK DLNhON 1Na,r�,.pn•�cJ ;+ , , , - ,N., „a ,S4ES,ttrYGfN' TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK '00 .v Il x1FV' 'OSTA f£ Fpl7CA7;Cih ' f-C $ r NOT '� E:•' 1+IF t""') St'171 MSPrPv�,4 'Wl cr t^, '•4 � •,,,'<etr $14: SCALE 1 ' _ '50' DATE II 22 - 2004 GUARANTEED ONLY TO FILED MAP NO. 9,327 &ATE 2 - IF, - 1993 DORIAN J. HARKOFF TAX MAPNUMBER, 1000-11.4-12-(4.5 AQUEBOGUE ABSTRACT CORP. (TITLE #632-S-7972) HAROLD F. TRANCHON 1R. P.t. LAND SURVEYOR P.O. BOX 616 1866 WAbING RIVER - MANOR RD. WADING RIVER NEW YORK 11792 .•--.... .. N.Y. LIC. NO. 048992 631 -• 9P9 - 4e')5 APP ROVED AS NOTED DATE: FEE: 400 ,ISD BY: NOTIFY BUILDING DEPARTM , AT COMPLY WITH ALL CODES OF OCCUPANCY OR 765-1802 `8 AM, TO 4 PM FOR THE NEW YORK STATE & TOWN CODE, USE IS UNLAWFUL FOLLOWING,INSPECTIONS: AS REQUIRED AND CONDITIONS OF 1. FOUNDATION - TWO,REQUIRED WITHOUT CERTIFICATE FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING S" t$ -FIA# OF OCCUPANCY 3. INSULATION �G-�9B1Z.. 4. FINAL,- CONSTRUCTION MUST `- S9tifili6 S BE COMPLETE FOR C.O. - � ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH RETAIN STORM WATER RUNOFFFRAMING UNTIL SURVEY OF FOUNDATION LOCATION_: PURSUANT TO CHAPTER 236 HAS;B,EEOPPROIFED;F,. OF THE TOWN CODE. TRUSS PLACARDING REQUIRED ELECTRICAL INSPECTION REQUIRED • '��' BUILDER J. 30 6' - 8' +- 8' co N ® wonr C1 4 AI NEW BUILDING SPECIFICATIONS 25' X 30' X 10'6" POST & FRAME BUILDING DING 0-18" X 8" CONCRETE FOOTINGS (TYP) TESION (5301 LB CAP; 4480 LB COLUMN WT) LLi E 101-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR ri o 0 ALL GABLE POSTS �, o EXTEND TO TOP 01-20' X 8' INSULATED CARRIAGE STYLE OVERHEAD >0, E OF ROOF TRUSS DOOR W/ WINDOWS & GRIDS \��� (� o a 2-36" X 44" THERMALPANE SINGLEHUNG WINDOWS ® -4X6 TREATED POSTS 8' OC (TYP) 5�X\k tdi c'J o 0+r 2X6 TREATED GROUND CONTACT SKIRT BOARD n Qe N o•cn a M s ^ 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC E Ln 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS N O L0 du w ONMER N (991 PLF CAP; 560 PLF•ROOF LOAD) cV NZ X4" TRUSS CARRIER TO POST= J" GRK STRUCTURAL SCREWS /►6je_: W 7 OEAPOST (2 PER SPLICE MIN) 2331 SHEAR RATING l PRE-ENGINEERED ROOF TRUSSES- L 1�c P1 Z Z y.. 4/12 PITCH, 48 OC, 30-5-5 LOADING LLQ '"j Z 4 ROWS 2X4 BOTTOM CHORD TIES X W EDD1065 LB UPLIFT; H-10A HURRICANE CUPS--1340 LB. (PG. A4.5) v)iO a = V 12" SAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIA r 28 GA 0-100 PAINTED STEEL ROOFING & SIDING Q O 12" PAINTED STEEL VENTED RIDGECAP INTERIOR FINISHES W N Q Q0 R-30 FIBERGLASS CEILING INSULATION I zi 29 GA. WHITE STEEL LINER PANEL ON CEILING C0 Z 00F I Q / 2-2X10 MSR SYP N ALL INFgiNARCN SHOWN 3 TRUSS CARRIERS-\\ F O PR PE TY OF IS THE PROPERTY OF SHIRK POLE BUILDINGS I.I.C. THIS DRAWNG MAY NOT Be RFPRCDIDED WIIHOIT PERIAISSON.BUILDER AND OWNER ARE RESPONSBLE TO VFR6Y ALL ONENSOYS ` 011111/lif/f� BEFORE ALL 6 - a — 8 -r- 8 1= DRAWN Bt ALS 3 0' .•...>p'�F %�0 REVIEW: .A i� REVISIONS' FLOOR PLAN a'!F=- ? ��a� = DATE: 7/14/16 ;!V 2 SITE:WARKEN71EN SCALE: 7/32" = 1'0" = ?` FLOOR PLAN ���i�DA'•. 1 A2,o•'���`*ems SSIONR' rar ,Ii11 H91\\\� 6UILOER 28 GA. PAINTED 00 4r a v STEEL 1�11X6" 1 HEMMED FASCIA r A or a ' 28 GA. 6" d 28 GA. PINTED STEEL PAINTED STEEL WALL PANELS CORNER TRIM � ATTACHED W/ SCREWS d O DESIGN a oou BASE °" ILL lljjj.l 1111 ANGLE 0 Q @ C)CL BACK S IDEWALL ° c_ LEFT EN DWALL Y �' d d cin a SCALE:5/32" = 1'0" 0 , Y SCALE: 5/32" = 1'0" Cn '") o Lil� 28 GA. PAINTED STEEL 12" RIDGECAP(VENTED) 7ER 28 GA. PAINTED STEEL 28 GA. PAINTED STEEL 12 6" RAKE TRIM SCREWDOWN ROOF 00 41 I PANELS d 28 GA. PAINTED Y W STEEL DOUBLE J Y ANGLE Z TRIM Q 36" x 44" THERMAL PANE THERMAL PANE 1� WINDOW WINDOW 3'0"X 6'8" EHO 9 LITE ENTRY DOOR I LoQ El0 ®® ®® �0FE Z ^ � o ®9100 �0 ®0FED FT M1 Q a4 INrorwAwN IS THE a a ® ® ® Gv E BUILDING IS THE ❑ ❑ a PROPERTY OF SHIRK POLE BUILDINGS LLC THIS DRAWING MAY NOT ILLUL11 11 111111BE REPROpUCED VA1HauT PERMISSON BUILDER ANO - - OMER ARE RESPONSBLE TO mwy ALL DINENSLNB FRONT SIDEWALL RIGHT E N D W A L L `,O�OIII/III/N//�� BEFORE CONSTRUCTION " • " ! ' p,n � ORANN er ALS SCALE:5/32 = 1 0 Ni�oa •,,... ..,,,�L y'',,, REVIEW. SCALE: 5/32 = 1'0" o y�� p,. Pp�••.,0�'� REVISIONS: o G S fT1; DATE. 7/14/16 �; = SITE•WARKENTIEN ELEVATIONS - %, ,c' .�142,.°°•�� `� SI BUILDER PANIIED RIDOECAP 0 NAILS 2X4 ROOF PEAI.MN ZwEamm ROOF TRIES PER TR!!SS ROOF ?o GA.PAINTS q f C pN�SG�1M5 AICOr► 024IJ:IWL1 IPU"OFH TTZllss\ SIFFl ROOFING 2144 GIRT OR PE13N SIIm+S 24 ON CENTER 7µ• WALL \ 2XS F PAINTED ^ 7!.120 TRUSS SCFtE1pS 2XS � a 1'MFATERIRE OAL.NADS SPUCE um X_J�ERSTRIP SIDING VENTED FACE �,� P0"ON ENTER a 0'ON CE?RF]t �POST OVERFIF/ID Twill CAME Fm1 TRIM d as 12'CETOAIEI pAP METAL GDINO t 7I SV ORK STRUCTURAL DOLOR SIDING ri EAD DOOR ROOF PURUN ROOFING FASTENERS FASTENING DETAIL FI SiErNE�G AIL HEADER DETNL 0�DE0 LLRNANO � scATrr t/z--Po• scALE:t/2• -ro- SCALE-1/2'- 1'0• sciue t/z'- t'o• SCALE:t/2'- ro• scale 1/2'- 1'0' DESIGN LJ E WALL�.T PAINTED STEEL WALL (Z O U POSTG) �'a ON.V.Ei4IS. / 42X WALL R4 ROOF PENN DOOR JkAB 2X6 TTVFACE BOARD ; >OOF E CINT ¢y, PAINTED @J �y ` �SCItE1N3 I FASCIA N O n •• `Ra ` c- (31 > 4 NNIS PER QA.PAR4IED STEEL ROOF VQOED O O CT 0 SWETTEACH SDE CHANNEL 7AA1 Y J c TRUSS POST .N a SIDEITALL OIRr 21 METAL SIDING d O •u)s BLOCK TRYSB TO TRE BLOOK ENTRY DDDR 17 FASTENING IETAIL FASTENER DETAIL JAMB DETAIL 12'EAYp VLRHANG p,_ SCALE 1/2'- 1'D' SCALE 1/2'-t'0' SCALE 1/2'- t'G' SCATS 1/2•. 1'0• 0 E LLI OWNER 20 GA. PAINTED STEEL ULED W/ If W ROOSCREWSI&WASHHERRSS fillI� Z `PERMANNENT LBOTTOM ANTEWLL ZMACING } J FORssaTRUSS AD T2X4 RDZ(6 SPFIS�BOMBB S If W W Z 2x4 r T ROOF Q V PAINTED 4B'OC. 1166,1 11 IT Ix IIIh 1111 1rTxxx4x FASCIA R I SUTA NON O H ?o PAINTED STfl1 VDW U Q O PANEL CELINO PMELS PRE-ENGOlI7]NEDZ 1 sw/ TRUSS CAS TRUSSES 48'OC STEEL. Iwo POST WQ c H1CA HURRICANE CLIF&J TRIM C 71 2-2X10 MSR SYP TRUSS CARR 2)(4 5PF SIDEWALL GIRLS 24'OC Z I P:WL281BRACING REGUIREAf3 PLY 2X/GLU-WAJ GA.SIRUCHJRALALL INiORMAnON s1POSTS B' OC.TYP. WINSTALLS TO ORETIOR AWPA U1 TREATED POSTS B'OC TVPOF WALL PURUNS WIN SC . Oa THS DRAWING IS THE i'- �STRUCTURAL ' PROPERTY OF SHIRK STEEL SIDIN POLE BUILDINGS LLC 2X4 SPF WALL GIRLS 24' PMEIS THIS DRAVANG MAY NOT WITH SCREW BE REPRODUCED W1NOlT GRADE PERMISSION BUILDER AMC GRADE OWNER ARE RESPONSIBLE 4'-4000 PSI 2XS PRESSURE TREATS PRESSURE TREATED TO VERIFY ALL DMISIO.S GRADE aoffmo11 SYP SKIRT BOARD SVP GROUND CONTACT OF ) EpppO 2X8 SKIRT BOARD s111t I N!!!!A'Iois DRAM BY ALS ucnON i / \/ \/ /\/\ \ \ `°`a°°n•(Yi ... ...c'Y y oJe, REVIEW: 3 C .''�••• pA~ O �s EVISIONS- �4' (GNPTEIGNN ADPL c ;���� ,/\ \ \/\ \/ ,/\j,�\,\\, \� �� Fes.,9 , pp �\, \\% j 3000 Ps t70PCTrLTE��\ \\\/ 3000 PSI.CONCRETE FOOTING •000 PS /\ / ,PooTrw(sr>=sr�/ T �\ \ \/\ •3000 PSF SOIL /� \f ON FLOOR PLAN \\ \\ C �¢ �"t (SEE SIZE ON FLOOR PLAN) /\\ . .T\// \ \ / i Y •) rn h , \ \�\ �'\\\�\ cc DATE: 7/14/16 Ly /\ \ \ �\ \ \ \�\ \\yrs 4 lc!` SITE.WARKENTIEN TYPICAL FRAME /\ \/\'\\T/\�\ / TYPICAL FRAME /v\/i/ '� � ��`` SECTIONS SECTION /Y �/ n//�r/ /�//�/ SECTION i// �// ��i�� ,7142,.••�� A $GALE WA4VIE1)O (SIE. 1 AVIEW) wA- SSIOi�• / n $('TALE 4 = 0 � rhrrnHlf11�\ •BUILDING DESIGN NOTES AND DETAILS BUILDER If A4.1 GRADING & EXCAVATION _jF A4 8 CONCRETE FLOOR(OPTIONAL) X 2 FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. K SURFACE WATER AWAY FROM BUILDING, FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. A4.2 FOOTINGS BUILDING USE= STORAGE i STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUPEXPOSURE CATEGORY= d � FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TEGORY= C Iiiiiiiiiiiiiiiiiad LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE HEIGHT & AREA LIMITATIONS=5B UNPROTECTED FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS OCCUPANCY LOAD=AS PER DESIGN 'n OTHERWISE SPECIFIED. TOTAL NUMBER OF FLOORS= i A4.3 FRAMING TOTAL FLOOR AREA (SQ FT)=750 DESIGN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. BUILDING VOLUME (CU FT)=9200 L,_1 0E LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND cp YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE, Q) > E FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON 501E BASE CONDITION 3000 PSF o Q p CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, ®48" BELOW GRADE UNLESS NOTED OTHERWISE. C Q a USE CATEGORY 4B AND SECTION 5 2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORDEAR AN LOADS. Q (DI o' A4.4 ROOF A4 10 Y SHALL BACCREDITED LABEL USING #1 oR BETTER sYP. APPLICABLE BUILDING CODES 0 J c v ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WTH THE FOLLOWING BUILDING CODES. d `t N a COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 RESIDENTIAL CODE OF NEW YORK STATE ° TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS o o s SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4,11 DESIGN CRITERIA: �' w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) z & IBC 107,3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) W_ A4,5 ROOF TRUSS UPLIFT AND LATER8L CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC 117-93 AND 2/98 ADDENDUM) H PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) zz >- AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) Lu i Y .W.1 UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308,10.1, AND 2308.106 A4.12 WARRANTY NOTES A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ® f°' EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN F" 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND POST REQUIREMENTS& POST TO FOOTING CONNECTION, ALL FRAMING CONNECTIONS fSED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. SHALL BE / A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE IN .60 ACE/CCA TREATED WOOD SHALL BE SS HOT DIPPED GALVANIZED; ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY G ~ 153 PLATED 1 2 MIL SCREWS, ANDA 65 CLASS G 185 HARDWARE. THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, z AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS, a NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 14" STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHONN TIMBER IS 1 PER 4" BOARD WIDTH. TRUSS CARRIER CONNECTION 'TO POST: {�"x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TD'S, ATTIC PROPERTY OF SHIRK GRK RSS STRUCTURAL SCREWS. SCREW VALUES: SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. POLE BUamNCS LLC. TENSILE STRENGTH=139.000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING DRAVANG MAY LBS, MIN. BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PERMISSION 3�aIOER nN0 A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER. TO VE ^ RESPONSONS ro VERIFY ALL TRUC ION WITH #9 WOODGRIP, " HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED reetaeaeaa BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING °°°° �6 �C�®sA000� _ Wl eT ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED e.�����•.• 'op 'p•,��'�°'�' REwew. #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ; pj p Fes•e'Q a REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT - G• EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; rA : 7/14/16 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. � �. P. Zw WARKENTIEN ?�, a ILS lot `'^4 ����ESS'ONP®a0°° 4 Job Truss Truss Type Qty JPly1NY 120mph126807519 8605206 T1 FINK ' Job Reference(optional) Superior Trusses, Ephrata,PA 17522 7 640 s Sep 29 2015 MTek Industries,Inc. Thu May 191127:26 2016 Page 1 ID'CIY2zi510nLMsLlyH01Sy9zy2Xm-o5DSndC5PU3WOz7dG uVYXNK)oangG36X s6SBzEyCF 10 8 W14 5.112 5 10 2 6-7-14 10 8 Scale=1:45.4 5x5= 4.00 FIT 2x4\\ 2x4 3 5 1 2 6 7 10 9 8 3x10= 3x6_ 4x6= 3x6= 3x10= i 8-7-4 12-8-018.4-12 25.0-0 ' 8-7-4 ' 3-10-12 310-12 B-7-4 Plate Offsets(X.Y)- f2.0-5-2.0-1-e1.f6 0-5-2.0-1-81 LOADING(psi) SPACING- 4-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.29 6-8 >999 240 MT20 1971144 (Roof Snow--30.0) Plate DOL 1.15 BC 0.92 Vert(TL) -0.56 6-8 >525 180 BCDL 5.0 Rep Stress Incr NO WB 0.31 HOrz(TL) 0.18 6 n/a n/a BCU_ 0.0 BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Wind(LL) 0.24 8-10 >999 360 Weight:114 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 cc purlins(2-11-13 max.) BOT CHORD 2x4 SPF 165OF 1.3E (Switched from sheeted:Spacing>2-8-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or4-10-6 ac bracing REACTIONS. (Ib/size) 2=2086/0-6.0,6=2006/0-6-0 Max Harz 2=200(LC 8) Max Uplift 2=1 065(LC 9),6=1065(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4485/2156,3-ii-387811903.4-11=3856/1926,4-12=385511926.9-12=3878/1903. 5-6-4485/2156 BOT CHORD 2-10=1892/4118,9-10=1138/2833,8-9=1138/2833,6-8=1892/4118 WEBS 3-1 0-1 0281626,4-1 O=-485112",4-8=-48511244,5-8=1 0 28162 6 NOTES- 1)Wind:ASCE 7-05;120mph,TCDL=3.Opsf,BCDL=3.Opsf,h=15ft;6=45ft;L=28ft;eave=oft;Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and fight exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 last(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 chard 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. ® NEIA, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jtAb)2=1065, r'!r 6=1 065. ,Jpt�1 GA�cf,Of,LN 9)"Semi rigid pitchbreaks inducting heels'Member end fixity model was used in the analysis and design of this truss. g 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building 4 !' designer. t 11)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. r- ` �[ 3 All t�Q �0•OSOfl°% 7Cr ti May 19,2016 ®WARNING-VO rydesrgrparan I and READ NOTES ON THIS AND INCLUDED NOTERREFERENCEPAGE N0I7473rev.101=015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a trusssystem Before use,the building designermust verify the appricab7ity,of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual iris web and/or chord members only.Additional temporary and permanent bracing '' ' is aWays required forstabiGly and to prevent col ipsewdh possible personal injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and inns systems,see ANSVMI Qually CrBeda,DSB-89 and SCSI Building Component 16023 SvAngley Ridge Rd Safety Information available from Trus Plate Insllute,218 N Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017