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®�pS��FOt'�CpG� Town of Southold 9/13/2016 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38510 Date: 9/13/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2195 Henrys Ln, Peconic SCTM#: 473889 Sec/Block/Lot: 74.4-44.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/6/2016 pursuant to which Building Permit No. 40609 dated 4/12/2016 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 AS APPLIED FOR The certificate is issued to Glasser,Frederick&Eleanor of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40609 08/02/2016 PLUMBERS CERTIFICATION DATED AuthbnMd Signat e O�S�ecoTOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 40609 Date: 4/12/2016 Permission is hereby granted to: Glasser, Frederick & Eleanor 2195 Henrys Ln Peconic, NY 11958 To: construct accessory garage as applied for. At premises located at: 2195 Henrys Ln, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-44.2 Pursuant to application dated 4/6/2016 and approved by the Building Inspector. To expire on 10/12/2017. Fees: ACCESSORY $399.20 CO -ACCESSORY BUILDING $50.00 Total: $449.20 Bu i ing I ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. New Construction: /< Old or Pre-existing Building: (check one) PID Location of Prop41,1 rl/I S 1,,4 DKJ/Ce House No. Street Hamlet Owner or Owners of Property: ( /IA'esez, Suffolk County Tax Map No 1000, Section Block / Lot �2 Subdivision c r c Filed Map. Lot: Permit No. L1O6 O f Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S-0 " Applicantigna r pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rtO-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Glasser Address: 2195 Henrys Lane City: Peconic St: New York' Zip: 11958 Building Permit#: 40609 Section: 74 Block: 1 Lot: 44.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric License No: 4709-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 80A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock 11 Exit Fixtures TVSS Other Equipment: LED Ceiling Fixtures, 1- Paddle Fan, 2- GFCI Circuit Breakers, 3-24 inch Multi Port Strips Notes. Inspector Signature: V - Date: August 2, 2016 OOElectrical 81 Compliance Form.xls fjf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION, IZFOUNDATION IST ROUGH PLUMBING, FOUNDATION 2ND INSULATION' FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: I DATE INSPECTORz SO(/T�olo - - � l� G • �O _ucouMV,� -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . - I FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ �] CODE VIOLATION [ ] CAULKING REMARKS: . DATE �� f INSPECTOR 30tip" O - �� mol • o - ycOUNT'r,N� - TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR rjf soti, cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION I ST I I GH PLUMBING [ �FNDATION 2ND [V 7INSULATION V FRAMING /STRAPPING FINAL ' ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) I ELECTRICAL (FINAL) CODE VIOLATIOJN ] CAULKING 001 REMARKS:— *1,00e� .02f , DATE / _ INSPECTOR2L SOUry�lo - . eOUNi`I,N TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRAPPING [ FINAL ] FIREPLACE A CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: -�-� - DATE �� �� �� INSPECTOR I 1 r.. I jrt4�AMU a I • ST ATE ENEROY C�DB 1 isii��/1'�d�; � :fir• IMMM If MA - r A u :\ n r TOWN'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before-applying? TOWN H4LL 1 ' Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees i Flood Permit Examined 20 Storm-Water Assessment Form Contact: n J Approved 01 20-/�— Mail to: r 1 u' P-r Disapproved a/c Phone: Expiration ,20 [E(g&0'V[E Bui ding Ins for DD - - APR - 6 2016 APPLICATION FOR BUILDING PERMIT BUILDING DEPT. Date ,i-pr/ , 20 / 6 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Pe-6)q Q r Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on Which p oposed work will be done: ft x 195 ff n,-&I s �.� . � G o�✓i� House Rumber Street 1 Hamlet County Tax Map No. 1000 Section `f Block Lot �4y �— Subdivisiofi Filed Map No. Lot 2. State existingfuse and occupancy of premises and intend PO use and occupancy of proposed construction: a. Existing use and occupancy 4a wil lam„ resp � b. Intended use and occupancy .5'a"n w/ olc.�Gt Choc 3. Nature of work(check which applicable):New Building (i Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front fa J-/- Rear j 0 4/- Depth L _01,/- Height ' 0 ��- Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear cO a Depth 3`� Height /,510 ' //— Number of Stories l p _5-d- -7 9. Size of lot: Front /. 3 S Rear LLL- (� / De th 10. Date of Purchase Name of Former Owner j 11. Zone or use district in which premises are situated �- 7 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO '>6 13. Will lot be re-graded?YES NOWill excess fill be removed from premises?YES NOX 14.Names of Owner of premises l2 S9,-tZ- Address P, 'iO✓1 i L Phone No. Name of Architect VXa-Qt4Z-- Address Phone No Name of Contractor SKi q L_ o(t Maui(J iAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-C * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY$E,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES' NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF pa"VN� t—wgy' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrac^�t-))above named, (S)He is the (Contractor,Age4 Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi day of 20_& -L (64\ek. CONNIE BUNCHNei Notary Public,State offNew York Notary Public No.01BU6185050 Si e of Applicant QuaNiied in suffolk County Commission Expires April 14,20a O Scott A. Russell ,��°su k� ST0]kMWA\T]E1k SUPERVISOR MAN LENT SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 1-1971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT IIVOLVIE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. T❑[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. PF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witF your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- / Distract k NAME Gl V) IQ�r Sec ion —Block of FOR BUILDING DEPARTMENT USE ONLY**** Contact Information /��ii 7 It (Telephone Numbed Reviewed By: n'"{ Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — o?�-IJ� Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward io Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �- pF SO�TyOI - � o Town Hall Annex [ Telephone(631)765-1802 54375 Main Road ,ax(63!S) P.O.Box 1179 • 0 roger-richert IO0U5t�i01d.ny.us Southold,NY 11971-0959 Ultt`I, BUILDING DEPARTMENT TOWN OF SOU FHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: F-IfLTRIC., Name: License No.: I Address: Al2J AAC LUlf ( G, 0 Phone No.: m C JOBSITE (NFORMATION: (*Indicates required information) *Name: CA SSe r *Address: I q rjUC *Cross Street: IRtf- , j J *Phone No.: _ (D61 - �7 - rj L 42 Permit No.: Tax-Map District: 1000 Section: '"] Block: Lot: r *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) o Is job ready for inspection: YES/ NORough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information (If needed) "Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 5� 82=Request for inspection Form es C � � � t4` tqlf r r. r P � ^ r �r k 4 1 1 P r fi 1 � 111 ! •a... � °tib �' ;. �` t ,. r` r rj s A i 1 r w � i � 1 Ac' 4 .h 1/' y*1 •V S 17 * r l PL dr ear r mom, s jai; � oY� �ft x �. E ;;�,r r � � '��x �• ��,�F���� _ice z ay n 3 + :k y r s. I � a t i - .. 401, - r _ 4L i - rte ' t � a f t w. r *� 4 r� r r • 1'' J of a R• , it V s I'. a� •9'eked. � „ u� r „x9ti r 5 z I x � a ' gg �3k � k � � L 3 •. 6 f _ s� .d.. w f - - AeT" p, AV ' T P P]] y v s , K 9 # a " Als, r x Y Z e `i a y aj i a; <r NORTH FORK DRYWALL& INSULATION c Post Office Box 1230•Mattituck,New York 11952 ® (631)298-5451 Phone•(631)298-7326 Fax Barry Murphy Cell(631) 04-8511 •Drywall • •Insulation nfdi@optonline.net • � • Steel Studs •Ac®ustical Ceilings 0 20 l M � � - 9 1 D 2C $U=ING DEPT. TOWN OF 38 6 !. TOWN OF SOUTHOLD P20 ERT'Y ,A-1, CARD oft,oil- w - - �� � � OWNER STREET VILLAGE DIST. SUB. LOT E1?a-wA-aJWer AeevRv s o 9.' A, g='awl ov'� FORMER OWNER ' +Qabl-' 7 e N E ACR. I,., � :oars .,it it �� wf . 91 /y9 �rc�i;cer � LS,7iJrYxatj� S W TYPE OF BUILDING u) RES, SEAS, VL. FARM COMM. CB. MICS. -Mkt. Value "' LAND IMP. TOTAL PATE REMARKS W ` LO Ln a (� f / 7 y �'sa :S�vl��I.f"ooa Sk�'.te'f"�67 — d�� ia/� A - r�o O - 2 �f . � " ST,IJA frrrr� Q'e•- cn / .�-�-:� �,3`, e /baa .� rZ r _ r :� f• k. R,4- Vu. 2-12- : 0 1 1 im a w o%0 r zo,ern t to -7 l o I a Dz- L 1221 5 ibk - Webb 7t osser LO Lo L Lo n r+ m LO c Tillable FRONTAGE ON WATER , Woodland FRONTAGE ON ROAD m Meadowland DEPTH, kD House Plot BULKHEAD m Total 1 . ■■■■■i■■■■■■■■! ■!■tea■■■■ Rk .. - ■■i■i■■�anlis■iii■lii�■■■■il■■ ■■■olimmu■ !■■■1■�■■■■■■� . ■��I■■■■■!■■■■■■■iii■!!■l�!■ ■ : . �■■■■�lY■■■■`�!■■iii■■a�!■■■■:!■i ��■■■■■■ ■■■■i■ ■ii■■■m■■i■i Basement Ext. Walls Interior Fire Place .• Tvpe Roof be Rooms 2nd Floor ■ i i . SURVEY OF PROPERTY a AT PECONIC TOWN OF S'O UTHOLD = SUFFOLK COUNTY NE-W YORK � ,. 1000-74-01-44.2 e SCALE: 1"=40' JULY 29, 2002 AUG. 7, 2002 fcertilicalion- I r' a ti s o_ -Am-$ i 150_ ,�Wz . Aoc lI: cr o ij CERTIFIED TO, HSBC MORTGAGE CORP. F Z FIDELITY NA TONAL TI TLE INSURANCE COMPANY OF NEW YORK \ FREDERICK GLASSER ELEANOR GLASSER r ARiEA*40,012 SF, 1144-- N.Y.S. LIC. ND. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 6--MC1NUMElVT CDNIC UEYORS, P.C. GF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, (631) 765 — 5020 FAX:(631) 765-1797 EXCEPT AS PER, SECTION- 7209—SUBDIVISION•2. ALL CERTIFICATMNS" LPT NQM-4tRS-REFER Ta 'NAEP OF PECUNIC KNOLLS' P. a BDX, 90.9 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF tL ,jN THE �W_' jLK CCUNTY CLERK'S DFFICE LIN 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR $ fi t, 1977 AS FI-LE ND. 6607, SDUTHDLD, N.Y. 11971 02 - 255 WHOSE SIGNATURE APPEARS HEREON;, _ , .< i OP ID:KH �C a DATE(MMIDDNYYY) f .OHO CERTIFICATE OF LIABILITY INSURANCE 01!9212016 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(les)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 endorsement(s). PRODUCER NAME: CONTACT Unruh Insurance Agency,Inc. PHONEC.M AArc No): P.O.Box 259 EMAIL Denver,PA 17517 ADDRESS: UOER CUSTOMER I,,•SHIRK-2 INSURERS AFFORDING COVERAGE NAIC I INSURED Shirk Pole Buildings LLC INSURERA:Erie Insurance Exchange 26271 807 Reading Rd INSURER B:Erie Ins.Pro ICas Co 26830 East Earl, PA 17519 INSURERC: I C INSURER D: INSURER E: INSURER F' I 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 13 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDL SUBS POUCY NUMBER MMIDD EFF POLICY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY Q45 0153561 H 0910112015 09/0112016 REN ED 1,000 00 PREMISES Ea occurrence $ CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 t GENLAGGREGATELIMITAPPLIESPEM PRODUCTS-COMPIOPAGG $ 2,000,00 X POLICY F—IJPRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 (Ea accident) ANYAUTO BODILY INJURY(Per person) $ A ALL OWNED AUTOS r Q09 0131793 H7 09/0112015 09/01/2016 BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS , (PER ACCIDENT) X NON-OWNEDAUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ E)I:CESS UAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION X WRSLIIMIT OT"' AND EMPLOYERS'LIABILITY A ANY PROPRIETORIPARTNERIEXECUTNEYa NIA Q93-5101231H(PA) 09/01/2015 09/01/2016 E.L.EACH ACCIDENT $ 100,000 $ (Mandatory MIn Nit)EXCLUDED? Q93-5100926 H(NY) 09/0112015 09/0112016 E.L.DISEASE-EA EMPLOYE $ 100,00 K es,desrnbeunder ELDISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THERE07' NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 53095 Route 25 AUTHORIZED REPRESENTATIVE Southold,NY 11971 2h Id ©1988'Z 9 A ORD C RPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured 717-989-5393 Shirk Pole Buildings LLC 807 Reading Rd lc.NYS Unemployment Insurance Employer East Earl PA 17519 Registration Number of Insured 1 Work Location ofInsured(Only requiredifcoverage isspeciftcalty 1d.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity 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"la" 53095 Route 25 Q93-5100926 Southold NY 11971 3c. Policy effective period 09101/2015 to 09101/2016 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if au partnerdoMcers 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 under theNew York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3 on the INFORMATION PAGE ofthe 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 daysIFapolfcy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Certifwateis valid foroneyearafterthisform is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box 113c';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 narne of authorized representative or licensed agent of insurance carrier) Approved by: R9,41- d;U.. . 01/12/2016 (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 v - STATE OF NEW YORK WORKERS COU PENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. -To- e completed Disa i ity Benefits Carrier or Ucensed Insurance Agent of that Carder Ia.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD Ic.NYS UncmploymentlnstraMMEmployer Registration EAST EARL, PA 17519 Number ofInsured Id.Federal Fangloyer Identification Nwnber of Insured or Social SecMih,Number 260-90-2567 2. Name mud Address of the Entity westing Proof of 3a.Name oflnsttramce Carrier CoverageqihtityBeing Listed or,thcecatificateHoider) NEW YORK STATE INSURANCE FUND Town of Southold 53095 Route 25 3bT®dic3r Ninnber of salify listed is box"IW': Southold,NY 11971 DBL 6026 70-3 3q.Policy effective period: 01/11/2016 t4 01/11/2017 •4.Policy cgvers: a.[M All of the employces employees eligible under the New York Disability Benefits Law b.0 Only the following class or classes ofthe etmployti's employees: Udder penalty ofpeduxy,I certify*at Iamanawhorizedrepsesentative or licensed agent of the insurance carrier fefeesueedabove! acid that the mbwd insured has NYS Disability Benefits instuance coverage as described above. Dai g 01/12/2016 � J osePh J. Masi' �S�gretwe o4 insurarne to vier s auttio ��p�e�ertatiue of M1NS cicersed irsurr rcof the t icsura roe q,rrierl Telephone Number (866)697-4332 Title Director-&Disability Benefits Insurance ROORTAND I'rm 4irischeckad.tuAV&formitdpab!'tbeASM19r1hat caasiar,�carat'tca4c is lrt11N8L1:7fE. Itifsii irditcctiy to theceiriftcste batdtt: rfbox'4b'is chadmd.lbis ceaffiieaM is NOT COMPLETRforyurPosesofSccfi=220,SO&Sof rheDisabOy Rmfets Law. $must be wailed far armptetiau m the WorkeW Camtpeotafim Bann L DA Puts a4ererbm*Ua;t.30 Part:Street AMM.Now Ywk 13207. PA 2.To be completed by Y$Wor era'Compensation Board(Only It a 4b"of Part 1 ag Wien chocked) State Of New York -Workers'Compensation Board Aceoiati>ttx to snf=tic u tnaitttained by the PIPS Watl:ers'Compensation Baud,the shove gamed employer has complied with the NYS Mabdiity benefits Late with resptst to all ofhis&er employees. Date Signed By (SipamreofNYS WarbW Campensr IM Board EmPtoyee) Telephone Number Title PleaseNote:Only h utn=canes licemed to write NYS disability benefits inswa ace policies and NYS licensed itistuance agents of Mose iaulonce ganiers are authorized to issue Fonn DB-120,I. Insurance brokers are NOT authorized to issue this form. Dg-120.1(546) Certificate number 356259 APPROVED AS NOTED DATE: I Z 6.P.# L� FEE: UIBY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE &TOWN CODES OCCUPANCY OR 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: . AS REQUIRED AND CONDITIONS OF USE i� UNLAWFUL 1. FOUNDATION - TWO REQUIREDwau �, FOR POURED CONCRETE WITHOUT CERTIFICA" 2. ROUGH - FRAMING & PLUMBING 3. INSULATION S OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST 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 TRUSS PLACARDING REQUIRED j , FRAMING"UNTILSURVEY s OFFOUNDATION LOCATION ELECTRICAL t>> HAS BEEN}APPR_OVED . RETAIN STORM WATER RUNOFF - INSP'EC'TION REQUIRE® PURSUANT TO CHAPTER 236 OF THE TOWN CODE. i 34 BUILDER �w N 6' _I— g' ►1— g' — g' q ' 1 nmomink x r �,-7„ 9,-5„ rwj s �u 2-2X10 #1 SYP TRUSS CARRIERS NEW BUILDING SPECIFICATIONS / 22' X 34' X 10'4” POST & FRAME BUILDING DESIGN Lw O 0-18" X 8" CONCRETE FOOTINGS (TYP) / (5301 LB CAP; 3840 LB COLUMN WT) > 102-3'0" X 6'8" 9-LTTE FIBERGLASS ENTRY DOORS o c o ¢ z 1-16' X 8' STEEL INSULATED OVERHEAD DOOR Q cn W/WINDOWS o o Q 1-16' X 8'9" FRAMED OPENING FOR OVERHEAD Y J ❑ DOOR Q -t 3 6-3' X 2' THERMALPANE AWNING WINDOWS N cn N CO N ® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) 0 3 N -D N 2X6 TREATED GROUND CONTACT SKIRT BOARD N OWNER 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC 2-2X10 #1 SYP TRUSS CARRIERS 08' SPANS Lu (517 PLF CAP; 480 PLF ROOF LOAD) it Z TRUSS CARRIER TO POST= AW GRK STRUCTURAL SCREWS 7 OEA.POST (2 PER SPLICE MIN.) 2331 SHEAR RATING U z PRE-ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48" OC, 30-5-5 LOADING / 5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING(55" OC) O cc Z Z H-10A HURRICANE CLIPS 29 GA 0-100 PAINTED STEEL ROOFING & SIDING O L GABLE POSTS T1-11 SIDING ON FRONT SIDE & LEFT GABLE ® uj O XTEND TO TOP 12" EAVE & GABLE OVERHANG WITH VENTED SOFFIT W = W F ROOF TRUSS & PAINTED STEEL FASCIA a: Lo Q" 12" PAINTED STEEL VENTED RIDGECAP LL T' rq N 2-2X10 #1 SYP L31 TRUSS CARRIERS � ALL INFORMATION SHOWN ON TOS DRAWNG IS THE dm PROPERTY OF SHIRK POLE BUILDINGS LLC THI RAINING MAY NOT -O-" _ — _ " —� BE:S DREPRODUCED WTHOUT • PERMISSION BUILDER AND T , I j O -T OWNER ARE RESPONSIBLE •► ► 8 it TO VERIFY ALL DIMENSIONS `t BEFORE CONSTRUCTION 34' s, IY6iD8!!P� DRAM BY ALS - �s/®�s REVIEW .•• aQP �O �j� VISIONS FLOOR PLAN RE �� P•� pF .o��� e SCALE: 1/4" = 1'0" DATE 2/22/16 Ar Y i s m: :D, SITE GLASSER 2�' : ` FLOOR PLAN BUILDER c 28 GA. PAINTED 12 _ u 4� a STEEL 1Z"X6" HEMMED FASCIA T1-11 YELLO 8W c �a 1' 2GA. 6" 2GA. PAINTED STEEL 1. 1111111 PINE SIDING d 8 � PAINTED STEEL WALL PANELS 16'0" X 8'9" CORNER TRIM ATTACHED W/ SCREWS F-1 El DESIGN LLT O o OVERHEAD DOOR 36" x 24" 36" x 24" 36" x 24" c0 THERMAL PANE THERMAL PANE THERMAL PANEjt� Q WINDOW WINDOW WINDOW LASE p ANGLE c Q 0) 0a fl- aT Q o O c Y J En BACK SIDEWALL LEFT ENDWALLdo `n SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" a 28 GA. PAINTED STEEL --D 12" RIDGECAP(VENTED) OWNER 28 GA. PAINTED STEEL Z 4�' 6" RAKE TRIM W SCREWDOWN ROOF 28 GA PAINTED P ASTEEL DOUBLE ANGLE Z TRIM 1 1 az � 16'0 X 8'0" W W = W ElE--100000El Cr Lo o OVERHEAD DOOR 0 6 2 ' 6' x 2 ° 6' x 2 " u TH R A RAPE 04 TH R A Al'E H R A A N 0 WN O WN 0 ALL INFORMATION SHONN ON THIS DRAWNG IS THE III Jill I PROPERTY OF SHIRK POLE BUILDINGS LLC 3'0"X 6'8" 3'0"X 6'8" THIS DRAWING MAY NOT 9 LITE BE REPRODUCED WTHOUT 9 LITE PERMISSON BUILDER AND ENTRY FRONT SIDEWALL ENTRY OMER ARE RESPONSBLE DOOR DOOR RIGHT E N D W A L L TO VERIFY ALL DINENSONS BEFORE CONSTRUCTION SCALE: 3/16" = 1'0" SCALE: 3/16" �so� ' °ceore'��' DRAMREVBY ALS REVISIONS Pi DATE 2/22/16 T* e SITE GLASSER Zz'ELEVATIONS J.�'���.••°• 142 . ?��s //�/\\\ pih� ESSlON���\\ BUILDER •A. I I I a FARMRIOGEIGIP a NAILS 2X4 R0PERI.IN m Zr 2'*E9ERIITE ROOF TRUSS PER TRUSS 20 STEEL RROO�FING VENTED OR p H �SCRE]p G\STRUCRRAL SEALTRE AINTEO STEEL CAL.B2 'X.12O 2X4 ROOF 2 v RAI4 C CLOSRATE 2X4 GMT OR PET3IN ARS PURLIN WALL STRIPS ON CEMFR k{•p PFIVD7IED 7 'n TRUSS 2X6 ® a 4-3��f.120 9G1f1115 W 4 tYYFATFRRIE GALV.NAILS NTD • METAL SIDING VENTED O S a 2 ROOFf/F� PANTED SCREWS OVERHEAD pg� SOFFIT u POWB'ON CENTER SIRU11 �RAL DOOR OVERHEAD _ FTN TRYI DOOR WFATINERSTRIP SIDIl10 n 12'RIDGE CAP METAL SIDINO • ROOF PURUN ORK 6TRUCT1RAL DETNL ROOFING FA3TENER6 FASTEF 0ETA0. 6CNEW TO POST OVERHEAD DOOR GABLE OVERHANG � CARIBER FASTENER DETAIL HEADER DETAe. DETAIL sCALB 1/2'—TV SOLE:1/Y— 1.0' SCALE: 1/Y- 1'0' SCALE 1/2•- 1'D' SOLE:1/2'- 1'0' DESIGN W O / WALL POST PANTED STEEL ROOFING WALL POST 0) WAILoff PER 2X4 ROOF PEIiLN J"DDDR J2X6 FACE BOARD > > a dILVA18�D OF 0 FA� C C Q t SCRElAS I Q 0 LL O OOF GALV. 4 KAU PER G&PLANTED STEEL R 7D.M Y JF�ICFI SmE �T cn d- In 2X6METAL O SIDEWALL GIRT BLOCK TRUSS TO TE 6LOCK ENTRY DOOR 12'FAVp��WNANO O, FASTENING DETAIL FASTENER DETAIL LE.1 DETAO. SCALE:1/2'-1.0 SCALE 1/2'- 1'0• SCALE.1/2'- 1'C scxE•: 1/2'- T'o' ,,SIM• � � � OWNER 28 GAL PAINTED ui `�Y CHORD SCREWSROOFING ASH RS 11 Z PERMANENT LATERAL W BRACING (SEE TRUSS 2X4 SPIF DIACONAL BRACE (i) Z WG FOR SPACING) FROM RDGEU E 10 BDIH EAYES FACE BOARD11 ROOF TRUSSES N 2X8 SPF 2X4 ROOF 4B'OC. Z 24'OC PA@RFD 'E� FASCIA v Z O �NTm W = W PRE—ENGINEERED PANES }, SYP TRuss CARRR36 INTO POST = Lp a TRUSSES 4B•Oc. STEEL LL H-10A HURRICANE CLI F&J 7NM T 2X4 SPF SIDEWALL GIRTS 24'OC. (V 2—zX10/1 SYP TRUSS CARRIERS WALL BRACING REDUIlE.l1ETlT5: ALL INFORMATION s+ovM 28 GA. 3 PLY 2X6 CLLI—IAM WALL BRACING PANELS INSTALL UlO EXTFTeOR AWPA U1 TREATED POSTS W GC.TMP. ON TAS DRAwNG IS THE PosTS B• Oc.TMP. REGUIREMENTS: OF WALL PURLBLS SCREWS PROPERTY OF SHIRK 28 STRUCTURAL STEEL SIDIN POLE BUILDINGS LLC 2X4 SPF WALL GIRTS 24' PANELS INSTILM THIS DRAWING MAY NOT WITH SCREW 13E REPRODUCED WITHOUT GRADE PERMISSION BUILDER AND BADE 111 AIf18i/�� OWNER ARE RESPONSIBLE TO VOZFY ALL DIMENSIONS GRADE(QOM 4'-4 PSI 2X8 SKIRT FR6BiEBOARD PRESSURE TREATED .SRP GROUND CONT a�aa` O• •��1'YJ'a'�Ales BEFORE BY GALS TION OF O€� ��.'.�P.P;• OPp�.y0 'oDRAM REVIEW 3/4•sF"E eAs� MBC P L \i� ��// .Q y.._ gym: 3000 PSI.CONCRETE F7XITING \/ / /\\/X\,3000 PSF SOIL//\\//\\// \/ ON FLOOR PUW)/ �\\\j/ \\j o [L DATE 2/22/16 (SEE SIZE ON FLOOR PLAN) \\ _ _ \\\�\��\\�\�\h\/\\ ;: \Y\\ \h�i\��\�/\\\ Z 2 i\ /� \ \ \ \ \ \ \ r: \ \ \h N J SITE:GLASSER 14`4,.•° �� SECTIONS TYPICAL FRAME \ \ \ \ \/T\ \ \ \ \j TYPICAL FRAME �\\ \ \// '�e�s'�i9..' x,43`1 e SECTION ./i. /i. ./i. 3 SECTION i//n//i�/ ��e F •SIONP e�� A (ENDWALL VIEW) (SIDEWALL VIEW) n'°doa aaaRLROTI"`` 4SCALE: 1/4" = 1'0' SCALE: 1/4" = 1'0` BUILDER BUILDING DESIGN NOTES AND DETAILS ` A41 GRADING & EXCAVATIONA4.8 CONCRETE FLOOR(OPTIONAL) off FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE _ 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 a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED A4 2 FOOTINGS BUILDING USE= STORAGE a a O STANDARD DEPTH FOR FOOTING EXCAVATIONIS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U d EXPOSURE CATEGORY= C v FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, HEIGHT & AREA LIMITATIONS=58 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN " FOLLOWED DRY MIX CONCRETE HYDRATED IN—SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED A4 3 FRAMING TOTAL FLOOR AREA (SQ FT)=748 DESIGN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=8976 LJ 0 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 co YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM FB=2150, FC=2050 LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. a> > FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF o Q CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A. @48" BELOW GRADE UNLESS NOTED OTHERWISE Q 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 CHORD LOADS Q cp SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP 0 a A4 4 ROOF TRUSSES A410 APPLICABLE BUILDING CODES Y J C cn ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES d `t cn O COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE cn l o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A411 DESIGN CRITERIA SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING 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) & IBC 107.3 4 1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) CC Z PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) W 5 } ANO INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) (j) Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 230491, 2308101, AND 2308 10 6 A412 WARRANTY NOTES Z A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR 0 Z O EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAO BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN ® W 2308.9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W Z POST REQUIREMENTS& POST TO FOOTING CONNECTION ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC Lo Lu SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: LL 0. IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY r N 153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, AMOUNT OF 120 NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 12D NAILS IN 12' STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHO M ON THIS TIMBER IS 1 PER 2" BOARD WIDTH PROPPEERTTYY OOF TH TRUSS CARRIER CONNECTION TO POST J%4" ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC Is THE PF SHIRK GRK RSS STRUCTURAL SCREWS SCREW VALUES, SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC THS ORAYANG MAY NOT TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BEREPRODUCED WTHOUT LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PERMIS ON BUILDER AND A4 7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER To� AARELL DDWENsws WITH #9 COLOR MATCHING SCREWS FASTEENERS SHALLD, METAL COMPLY WITH THE ROOFINGN&ESIDING `,aeE6l�t.et e�.e.c�pjossd® DRAM BY NATLRS cnoN MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED ``��Q�,. Pp.,, o��� REVIEW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED e GJ� F�y�:p i REVISIONS ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT r C¢ y EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, n ZD:'W DATE 2/22/16 BOTTOM EDGE OF STANDARD ROOFING MATERIALS :ZIT JIITE GL SSER 2` �':,���A9 .• 142_,•�t���e�• A 4 trruunt+�+�° Job Truss Truss Type Qty Ply NY 120mph 126151184 t 6603047 T1 FINK 1 1 Job Reference(optional) Superior Trusses, Ephrata,PA 17522 7.530 s Jul 112014 Mi Tek Industries,Inc Fn Mar 04 08 53 33 2016 Page 1 ID LvmlMgZIHPBjx?sHbYcRF4zeLux-vwE4gLngkigb1Y33gbhJAdOb88JgESx1Cj5F0azeLoG ra10.8 60.2 11-0.0 15-11-14 22-a0 22-10.8 0.10.8 60.2 4-11-14 4-11-14 E0.2 alae Scale=1.39 0 46= 4 00 12 2x4\\ 2x4 6 ink 2 7 0 0 10 9 8 4x6= 3x4 = 4x6= 3x4= 4x6= 7-7-4 14-412 22-0.0 7-7-4 69.8 7-7-4 Plate Offsets(X Y)- f2 0-2-6 Edgel f6 0-2-6 Edael f8 0-1-12 0-1-81 110 0-1-120-1-81 LOADING(pso SPACING- 4-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -030 8-10 >854 240 MT20 197/144 (Roof Snow--30.0) Lumber Increase 1.15 BC 0.92 Vert(TL) -0.49 6-8 >530 180 BCDL 5.0 Rep Stress]nor NO WB 0.29 HOrz(TL) 0.14 6 n/a n/a BCDL 0.0 BCDL 5.0 Code IBC20091TPI2007 (Matnx) Wnd(LL) 0.29 8-10 >891 360 Weight 70 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1 3E TOP CHORD 2-0-0 cc purlins(2-3-7 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 4-7-10 cc bracing. REACTIONS. (Ib/size) 2=1878/0-6.0,6=1878/0-6-0 Max Horz 2=167(LC 8) Max Uplift2=1178(LC 9),6=1178(LC 9) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-3=-4047/2302,34=3500/2082,45=3500/2082,5-6=-4047/2301 BOT CHORD 2-10=2000/3703,8-1 0=1 19312509,6-8=2000/3703 WEBS 3-10=-941/649,4-10=569/1191,4-8=569/1191,5-8=-941/649 NOTES- 1)Wind ASCE 7-05,120mph,TCDL=3.Opsf,BCDL=3.Opsf,h=25ft;B=45ft,L=24ft;eave=oft,Cat II,Exp C;enclosed,MWFRS(all heights);cantilever left and right exposed,end vertical left and right exposed,Lumber DOL=1.60 plate gnp DOL=1.60 2)TCLL ASCE 7-05;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 0 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 100 Ib uplift at joint(s)except(it--lb)2=1178, �t 01F Nlei 6=1178. V 9)"Semi-ngid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �Q° J��GARO f 0 10)Graphical pudin representation does not depict the size or the onentation of the pudin along the top and/or bottom chord. d cc LU oBOOS" S10 VX March 4,2016 WARNING-Nerdy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MX7473 rev.10/032015 BEFORE USE. �� Design valid for use only voth 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 j�� budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing ��° is oNvoys required for stabilly and to prevent collapse vnth possible personal injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systema,see ANSI[IPiT QuaOry Criteria,DS&89 and BCSI Building Component 16023 Swngley Ridge Rd Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandra,VA 22314 Chesterfield,NO 63017 , BUILDER :.� N 6' -�- 8' 8' 8' 'n DQ I r l4 V, 2-2X10 #1 SYP 7 Fn TRUSS CARRIERS NEW BUILDING SPECIFICATIONS Tk0 i6 22' X 34' X 10'4" POST & FRAME BUI1 21NG DESIGN 0-18" X 8" CONCRETE FOOTINGS (TYP) w 0 (5301 LB CAP; 3840 LB COLUMN WT) / co 01 2-3'0" X 6'8" 9-LffE FIBERGLASS ENTRY DOORS ��� > Q 2 1-16' X 8' STEEL INSULATED OVERHEAD DOORe:p c: < W/WINDOWS a o 1-16' X 8'9" FRAMED OPENING FOR OVERHEAD 0- DOOR Y� ❑3 6-3 X 2' THERMALPANE AWNING WINDOWSN =� Q -.cn 0 ® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) � "� o T N CO D 2X6 TREATED GROUND CONTACT SKIRT BOARD N 7:1 N 2X4 SPRUCE WALL TRUSS C ROOF 08' S 24" OC �/,�o(\n� N OWNER 2-2X10 #1 SYP TRUSS CARRIERS OS' SPANS i D (517 PLF CAP; 480 PLF ROOF LOAD) LJ1 TRUSS CARRIER TO POST= A"X4' GRK STRUCTURAL SCREWS, s Z 7 OEA.POST (2 PER SPLICE MIN.) 2331 SHEM PATI PRE-ENGINEERED ROOF TRUSSES- AUG ® � 20�� N Z 4/12 PITCH, 48" OC, 30-5-5 LOADING N 5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING(55" OC) / H-10A HURRICANE CUPS > V 29 GA G-100 PAINTED STEEL ROOFING & SIDING- ISUEDINGDF.M m Z 12" EAVE do GABLE OVERHANG WITH VENTED SOFFITC5 z ILL GABLE PO12 " PANTED PAINTED STEEL EEL FASCIA XT RIDGECAP 'rOWI�T OF SOIJTHOE.D W = W F ROOF TRUSS / INTERIOR FINISHF R-30 FIBERGLASS CEILING INSULATION LLL C a 29 GA. WHITE STEEL LINER PANEL ON CEILING *' � Q1N � 3 2-2X10 #1 SYP � ^ TRUSS CARRIERS ALL INFORMATION SHOM ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC THIS DRAWING MAY NOT - - -0- - - -0- - - - BE PR� YATHouTCOMULDER AND 2 , -� ONNER ARE RESPONSIBLE TO VEPoFY ALL DWENSCNS IIJJ I �,111� p� BEFORE CONSTRUCTION 3 4' \\ O 'N �/''�I�i DRAWN BY ALS \��.•••� C♦P yO�iREVIEW 3/4" PLYWOOD FOR ALL WINDOWS CUT TO THE SIZE FLOOR PLAN ?�� P Ftiy�� REVISIONS OF THE WINDOWS TO BE ON SITE TO COVER THE -: �G= m• n SCALE: 1 4" 1'0" DATE 2/22/16 = ��' s WINDOWS FOR HURRICANES (PROVIDED BY OTHERS) = SITE GLASSER L ,• _�: p FLOOR PLAN 4.off; spo%' �(9�� `� A � 1 BUILDER pE 28 GA. PAINTED 41 e STEEL 112"X6" HEMMED FASCIA 1' 28 GA. 6" 28 GA. PAINTED STEEL PAINTED STEEL WALL PANELS 1 16'0" X 8'9" CORNER TRIM ATTACHED W/ SCREWS El F-1 1:11:1 El 1:1 El F-1 DESIGN o OVERHEAD DOOR 36" x 24" 36" x 24" 36" x 24" (O THERMAL PANE THERMAL PANE THERMAL PANE j CT7 WINDOW WINDOW WINDOW SASE - o Q ANGLE C Q o a- a a' 0 0 rn BACK SIDEWALL LEFT ENDWALL Q o .cn Ln M E SCALE: 3/16" = 1'0" SCALE: 3/16" = 1'0" a 28 GA._PAINTED STEEL 12" RIDGECAP(VENTED) OWNER 28 GA PAINTED STEEL W 1 16 A. I L 4� 6" RAKE TRIM Z GA , Em SCREWDOWN ROOF I W } P STEEL A 28 EL,DOUBLE PAINTED N Z _ ANGLE Z TRIM N 1 _C'3QJJJ Z 00 16'0" X 8'0" 0W W = W � 000000 � aha aEM OVERHEAD DOOR r 0 36" x 24" 36" x 24" 36" x 24" N THERMAL PANE THERMAL PANE THERMAL PANE WINDOW WINDOW WINDOW ALL INFORMATIQV 9iOMN ON IHIS DRAWNG IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC 3-0"X 6'6" 3'0"X 6'6" THIS ORAWNG MAY NOT 9 LITE 9 LITE BE REPRODUCED MITHOJT PERMISSION BUILDER AND ENTRY ENTRY OMNER ARE RESPONSIBLE DOOR FRONT SI D EWALL DOOR RIGHT E N D W A L L TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION SCALE: 3/16" = 1'0" SCALE: 3/16" ii N /� REVIEW ♦ '"�. y''��j REVISIONS ♦��,`P • yo Pp O y �G. S SITE GLASSER tri �i ELEVATIONS J '���4ii��FES ONi ii���♦ A � 2 h qi r• > BUILDER PARTED RIOGEN'AP 6 NAILS 2X4 ROOF PF16NEr ?S OIL RORTID Q 2WATERTITE ROOF TRUSS PER�� S11f1 ROOFING N Mao", F/VL7TE� PARTED SCIE7N4 4AINTEDG2-X1202X4 ROOF RAKE Z ORT OR PER1N CAL.NMLSZ PURLN WALL 2X6 F PAfNIFD �STRIPS 4'ON CENTER 7(4'OIM Q „ - 4-311X720 a YV 2X6 1'MEATERRIE OAL.NALLS LICE INTO " �T"L Io VENTEDHEAD p a 2X4 'A� PARTED SCREWS 3TRUCTlRAL DOOR TRBI �+E SOFFR u pow 0'ON CENTER POST OVERHEAD Fml 711W �Sl'P WEATHER RIP 'UDING 12'RIDGE CAP PETAL lDINO • ROOF PURLIN i� ORK lTRUCTURAL DETAIL ROOFlNO FAlTENERS FA6TENINO DETA0. !CREW TO POST OVERHEAD DOOR CABLE OVERHANO 'WdiR:R _FASTENER DETAIL HEADER DETAL DETAIL SCALE 1/2"-1.O' SCALE 1/2'- 1.0' soma 1/Y- 1'0' SCALE 1/2'- 1'0' SCALE 1/2'- 1.0" SCALE. 1/2"- 110' DESIGN W O WALL POST PAINTED STEEL T1 RDOFM O I WALL POST 2X4 ROOF PERLIN DOOR M 2X6 FACE BOARD Q) > � CALV.17A1.S PER TRUSA2X4 WALL WNALSPOt Q FASCIA C Q PAINTlED K (1ROOF QCIIGLV. GA PANNED STEMC11AMiElYJ RFFI POST Q cn 2X6 METAL SIDINGu) O 'pq _ ._ FOASTENIIMO DETAIL GIRTBLOCK �FIg6TENER DETAIOL K may®p 12'EAVE OVERNANO DEruL 0 T SCAM 1/2'- 1.0' SCALE: 1/2'- 1'0' sGME: 1/2'- 1'0' SCALE 1/2-- 1'0' 0 OWNER 20 ca PUNTED STEEL. W NG 2X4 BOTTOM CHORD SEWS I� AI�ED� W z � PERMANENT LATERAL BRACING(SEE TRUSS 11 2X4 SOF DIAGONAL BRACE Z WO FOR SPACING) MC6 SPF FlO11 RINE TO BOTH EAVES 2X4 FACE BOARD ROOF TRUSSES r V PLANTED 4e'OC: FAS C14 0 Z O R- INSULATKN ON VENTED 0 W V 2D PAINTED STEELumin upm t PANEL.CELING TI W PRE-ENGINEERED PA11ElS }1 SVP muss INPOST a TRUSSES 46"OC. STEEL LLL H-10A HUWOCJlNE Cu F&N mIM 7- 2X4 SPF SIDEXALL GNRIS 24.OC. (V 2-2x10 /1 SYP TRUSS CARRIERS WALL BRACING REDUlRFaIENfiS: 2B G&STRUCTURAL STEEL 3 PLY 2X6 GLU-LAM WALL BRACING PANELS INSTALLED TO EXIF ALL HIS ORAVWN IS THE `- POSES e• OC.TPP. REJGUIRDIEHES: OF WALL PURUIS WITH SCREWS AWPA Ut TREATED POSTS 6'OC.TPP. ON PROPERTY A OF SHIRK 2�STT T _ POLE BUILDINGS LLC STEEL SIDIN THIS DRAN7NG MAY NOT 2X4 SPF WALL gRIS 24" PAIt•15 BE REPRODUCED WEHDUT WRA SCREW PERMISSION BUILDER AND GRADE G1i'ADE OWNER ARE RESPONSIBLE TRE TO GRADE BOTTOLt 4�"►1-401E00 PSI 2SYP X6 SKIRT BOARD PRESSURE OOHT ��4�4`, " F�N`F`(vey�i�' DRAMBEFORE BY ALS non ( (6Ptp \/\/\/\/\ \ \ \ \ ��'`P•••••_ OPNO'• Q REVIEW / //\\//\\//\�//\�/ ; P �iL'• r REVISIONS 3/4'� LABPI go-ILL \%/\% /\\/\\�/�j/\\�/\�/\\\/\\\/\\\/�\// \\/��/�/PSL/��//\//�\�/%\ \ _: G GO //i /i/i/;\!r,/./ice//�////// FDonNG sE>:slg/T/\/i\/i \/ 3000 P51.CONCRETE FOOTING I i\\\/\\\ \\\\\\3000 PS�SO L\/\\ \ \\.ON FTAOR /\\ \ m TRE //\/ // / )j \/ \� • -v (SEE SIZE ON FLOOR PLAN) \\ \��\��\��\��\��\\/\\ \\��\�h��\�\��\�/\\\ Z_I++ i � � DATE 2/22/16 SITE GLASSER FRAME �O,q r7 qg".•'�C� SECTIONS TYPICAL SECTION AME ii\/ / / /1 / / /// (S ID EWAL b VIEW) i�//\\//i\1/ '� ii DOFFS ION ��``• (ENDWALL VIEW) " rrhrpl 11fet�t A ` SCALE: 1/4" = 1.0" SCALE: 1/4- = 1 0 �J F1A4 BUrLDING DESIGN NOTES AND DETAILS ( OL) BUILDERA4 8 CONCRETE FLOOR OPTINAGRADING & EXCAVATION N FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE a� 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 s STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U S EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, d HEIGHT & AREA LIMITATIONS=56 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN �^ FOLLOWED DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED A4 3 FRAMING TOTAL FLOOR AREA (SQ FT)=748 DESIGN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=8976 � o 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 — YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050 LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE > FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF o Q CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. Q 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 CHORD LOADS. Q USE SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP 00 rn A44 ROOF TRUSSES A410 APPLICABLE BUILDING CODES Y J ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES Q - •U' COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERSE - SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4 11 DESIGN CRITERIA: 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 R502.111 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) & IBC 107341 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) W A45 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) CC Z PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN N ACCORDANCE WTH IBC SECTION 2304 9.1, 2308 10.1, AND 2308 10 6 A412 WARRANTY NOTES a Z A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Z O EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN 0 W V 2308 9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ui Z W POST REQUIREMENTS& POST TO FOOTING CONNECTION ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. a: Lf) a SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED, NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE (L IN 60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY r- 153 PLATED 1 2 MIL SCREWS, ANDA 65 CLASS G 185 HARDWARE THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS N NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 12D NAILS IN 13" STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMALCN SIO WN ' , TIMBER IS 1 PER 3" BOARD WIDTH TRUSS CARRIER CONNECTION TO POST- i%',x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TOSATTIC ON THS ORAWNG is THE PROPERTY OF SHIRK GRK RSS STRUCTURAL SCREWS SCREW VALUES, SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC THIS DRAWING MAY NOT TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE REPRCOUID WITHOUT LBS, MIN BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS PERMISSON BUILDER Arlo A47 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPCNSBIE NOT APPROVED BY A CERTIFIED ENGINEER 1kitlfop TO VERIFY AU.DIMENSONS WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED 0%,,` ,rill", BEFORE CONSTRUCTION COLOR MATCHING SCREWS FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ryis�i oRnvN eY ALs MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED ;��,�P,P. oPp .rQ��� REVIEW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED /!i'•� REVISIONS ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT t C IQ M. EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, s m?' zo: C DATE 2/22/16 BOTTOM EDGE OF STANDARD ROOFING MATERIALS . �:2 S SITE GLASSER i . (j` DETAILS ��i�O �'• O 4'Z .•'�� '�"'A9OFES�00�````````` /Q\ 4 N46 29'00"W I G' SITZ= PLAN SCALE: 3 1' = 1 '-O" SCTM: 1000-74- 1 -44.2 Information taken from survey prepared by OUTLINE OF BUILDING ENVELOPE John Metzcjer, Peconfc Surveyors, P.C. — — ——"T—" ——"� FOR AGGESSORY STRUCTURE Southold, New York I I dated July 29, 2002 -15' 0' I I PROPERTY AREAS: { ' Existing Lot area: 40,01 2 scl.ft- PROPOSED NEW I House $ Deck (existing): 3800 sd,.ft GARAGE - 748 501.ft. Total area: 3800 Existing lot coverage: 9.4% I i Proposed New Garage: 748 sq.ft I i 1 Total Area: 4548 scl,.ft. � I I I I i TOTAL LOT COVERAGE: 1 1 .3% i I i t I i Area of Construction Includes: I I ! New Garage 748 5q.ft. L o Gj J-�————�-- J Extent of Construction: 748 scl.ft. a ° Extent of Land Disturbance: a . 850 sct.ft.+/- v ° ° a a " v a v ° a a ° a ° e °. a ° ° a EXTEND DIRT t GRAVEL DRIVE EXISTING DECK ° TO REiviAIN a 4 ° Qa a ° e a ° a " EXISTING HOUSE TO REMAIN - w N 21 ,511 3G' 1 1 1/2" EXISTING DIRT GRAVEL DRIVE cq - OUTLINE OF BUILDING ENVELOPE PRINCIPLE STRUCTURE z - c - s O - 0 0 N o m O N Ln N uJ O p p p O L 0 D z rn - O O O 5450 10'00"E 1 G 1 .35, z N a 0 H EN RYi5 LANE 0 n GLA55EDIN.,.. DNE51DENCE ti 0 7 rn 0 Proposed Detached Garage D RM9Frederick Glasser rn NANCY DWYEK DESIGN CONSULTING, INC. s SHERMAN ENGINEERING NEW GARAGE 2195 Henrys Lane • Southold, ^!e:v York 631-765-8905 - S E C I & CONSULTING P.C. DWG: SITE e ,OMa�°va esu°� Proposed Pe-conic, NY ST.AUGUSTM,FL 32080 1000-74-1-44.2 631.831.3872SCALE: 3/32"= P-O" DATE: 4.5.201 G DY: NANCY DWYER