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Home My WebLink About39602-Z " TOWN OF SOUTHOLD suF�Qt�' BUILDING DEPARTMENT 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#: 39602 Date: 3/23/2015 Permission is hereby granted to: Belle River Properties LLC 1345 Bridle Ln Cutchogue, NY 11935 To: Construction of a 4-stall horse barn &storage building, for private use only, as per SCHD and Planning approvals 1� S>4Z) / At premises located at: 1350 Alvahs Ln, Cutchogue Q Ufi e�'u L'- ,.(;±j SCTM # 473889 Sec/Block/Lot# 102.4-6.1 Pursuant to application dated 3/13/2015 and approved by the Building Inspector. To expire on 3/22/2016. Fees: FARM BUILDING-NEW $150.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 Total: $200.00 Building Inspector OE SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycournv e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: VD-ID , �7 DATE $ -A (f INSPECTOR FIELD VSPECTXON REPORT DATIB COUNTS 6` FOUNDATION(1ST) 10, � FOUNDATION(2ND) ROUGH FR,AN.CINQ& H PLU�128Il�IG V\ �y INSULATION PE1P,N.Y. STATE ENERGY COVE FINAL on od TOWN OF SOUTHOLD BUJLDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 . 4 sets of Building Plans TEL: (631) 765-1802 Plamiing Board approval FAX: (631) 765-9502 Q / Survey SoutholdTown.NorthForlc.net PERMIT NO. ( (� Check Septic Form N.Y.S.D.E.C. Trustees G �� Flood Permit Examined ,20 ! D Storm-Water Assessment Form 0/.Q 5 1 ! MAR 13 2(95 Contact: Approved , 20 Mail to: 170. x Disapproved a/c BLDG DEPT TOWN OF SOU Phone. 6;-�>t_ Z�s_ Expiration n Z 120__L6 Building Inspector , APPLICATION FOR BUILDING PERMIT Date 16 , 20 t5 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. ign e o applicant r name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 'tGuL (As on the tax roll or latest deed) If applicant is a corporation, sigti-ature-of-dttlyauth`orized officer (N and title of corporate office Builders License No. -5Ao /V1: Plumbers License No. Electricians License No. IOZZE Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet Count Tax Ma No. 1000 Section 1 County p 1102" ..Block°_ � �� ' _ Lot o /� Subdivision ;;;,Fi.led,Nlap 1Vo. Lot 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �( % / /� -57ALL 6A(AV 3. Nature of work (check which applicable): New Building -V" 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 of4...elling units on each floor �.s•r� ,4. 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 structure y: Front earlnil Height Number of Stories Dimensions of same .Mare with alterations or additi ront Bear Depth Height Number of Std 8. Dimensions of entire_ new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 1 �I �S Depth IS I 10. Date of Purchase /Name of Fortner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises� �G4P-� Address N6 Phone No. ZL44? Name of Architect NXDl Za-Vi ' ddress 60)( LJ.1 , Phone No -'40K-6 Name of Contractor _ ddress �' K Ljq Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES N04 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. 1 S. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. IJIL�W4 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual-sigmng co1Itraz.L) a0Jde ILaIlled, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perforin 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,fo,before me this 3"L"' day of M ayrh 20 15' AA aW q-� I'1)7 JO A CEY L. DWY Notary Public NOTARY PUBLIC0 ,STATE O K S g o f Applicant NO;01 DW63069 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2016 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 25, 2014 To: William Kelly for Belle River Properties P O Box 1680 Southold, NY 11971 Please take notice that your application dated August 5, 2014 For permit to construct a 4 stall horse barn/storage building at Location of property: 1350 Alvahs La., Cutchogue,NY County Tax Map No. 1000- Section 102 Block 4 Lot 6.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, the proposed construction requires Site Plan approval from the Southold Town Planning Board. Note: If other than Private Use, Special Exception from ZBA is required. 7 i Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. MAILING ADDRESS: FLAP NING BOARD MLMI3ERS so P.O. Box 1179 DONALD JSouthold, NY 11971 J.WILCENSKI Chair OFFICE LOCATION: Mz, WILLIAM J. CREMERS s r' = Town Hall Annex ,,: :. PIERCE RAFFERTY ' � ` 54375 State Route 25 JAMES H.RICH III ® �'� (cor Maui Rd. &Youngs Ave.) MARTIN H.SIDOR ��P►VsS� Southold, NY Telephone: 631 765-1933 www.southoldtownny.gov - PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 10, 2015 Mr. William Kelly 22355 Cox Lane, Unit#4 CLitchogue, NY 11935 Re: Approval - Proposed Site Plan for Belle River Properties 1350 Alvah's Lane, ±1,190' n/w/o Alvah's Ln. & NYS Rt. 25, Cutchogue L/ SCTM#1000-102-4-6.1 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 9, 2015: WHEREAS, this proposed Site Plan is for the construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land, 22.8 acres in the A-C Zoning District; and WHEREAS, on September 2, 2014, William Kelly, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use; the items not included in the application when reviewed on September 22, 2014 were not considered significant. The utilization of local knowledge, aerial photographs with LIDAR were sufficient; and WHEREAS, on September 22, 2014, the Planning Board formally accepted the agricultural application as complete for review with additional information required; and Belle River Properties, LLC Page 2 March 10, 2015 WHEREAS, on September 22, 2014 the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (3), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to SEQ,RA review; and WHEREAS, on September 30, 2014, the agent to the applicant, William Kelly, submitted a revised Site Plan with the required information; and WHEREAS, on October 23, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C.Aistributed the application to the required agencies for their comments; and WHEREAS, on November 3, 2014, a public hearing was held and closed; and 'WHEREAS, on November 25, 2014, the Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on November 25, 2014, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on November 26, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the,site; and WHEREAS, on November 26, 2014, the Cutchogue Fire 'District determined there was adequate fire protection for the site; and WHEREAS, at their Work Session held on December 2, 2014, the Planning Board required revisions to the Site Plan; and WHEREAS, on December 8, 2014, the Southold Town Engineer reviewed the above- referenced application and determined revisions were required to the proposed drainage to provide for a greater separation distance to ground water; and WHEREAS, on January 16, 2015, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference #C10-14-0005 for a horse barn with four (4) stalls at 1.10 gallons per day; and WHEREAS, on February 3, 2015, the agent to the applicant, William Kelly, submitted a revised Site Plan that meets the minimum requirements of Chapter 236 for Storm Water Management; and ` Belle River Properties, LLC Pam 3 March 10, 2015 { WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the application is for an agricultural use, the building is for owner use only on Southold Town Development Rights land and the parcel is large in size relative to the proposed structure (less than 1% lot coverage); and WHEREAS, on March 9, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Operation as a permitted use in the A-C Zoning District; and WHEREAS, on February 23, 2015, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan entitled "Belle River Properties, LLC", prepared by Jeffrey T. Butler on July 9, 2014, last revised December 29, 2014, and authorizes the Chairman to endorse the Site Plan including the following four (4) plans: 1. Sheet 1 of 4: Site Plan 2. Sheet 2 of 4: Details 3. Sheet 3 of 4: Photometric Plan 4. Sheet 4 of 4: Private Well Requirements Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. " Belle River Properties, LLC Page 4 March 10, 2015 A 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, 4' Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map " s��locx Town HaltAnnex Telephone(631-1802 54375 Main Road c Fax(631)734-9502 P. O. Box 1179 &D Southold, NY 11971-0959 w k, l' - BUILDING DEPARTMENT NOTICE OF.,UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION . , Date: y - - Owner: Location of Property: ; Please take notice that the (check applicable line): New residential.structure G Addition to existing residential structure Rehabilitation to an existing residential structure 9' to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood,construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) + Roof framing (R) Floor and roof framing (FR) Signature: Name (p on submittip -this form): = . Capacity(check applicable line): - Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER -REFLECTIVE RED; ROMAN ALPHANUMERIC •..,.,PANTONE - -DESIGNATION"OF`CONS$RUCTION (PMS)#187 ; TYPE i3ASED;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" M I N• REFLECTIVE WHITE 4 112" STROKE - --- -•---•---------------__.... .._ ....DESfGN-A'1"tON—FOft'-ST`RtiCTUi2'AL •- -----...._. _...:.........__..__...------ ---•-------•- ---- ,. .C.OMPONENTS}THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AhD ROOF FRAMING TRUSS IDENIIFICATION.SIGN L , CONPUANCE WITH 19 W-CRR PART.12C5(.A.q e- MTM c:nDEs. otv)s1oN BOMPLE TRUSS IDENTIFICATION SIGN DATE:03(08I2005 - NEW YORK STATE DEPARTMENT OF STATE `•:,_ - , DIVISION OF CODE EN F'O CEM E'NT AND ADMINISTRATION ZD E PktdT}tE NT�❑F,STit�E. CERTIFICATE OF LIABILITY INSURANCE DATEO(N9/DOD14 /YYYY) 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 endorsement(s). PRODUCER CONTACT G Aon Risk Services Central, Inc. NAMEPHONE - Chicago IL Office (A/C.No.Ext) (866) 2837122 A/C.No 1• (800) 363-0105 `N v 200 East Randolph E-MAIL 0 Chicago IL 60601 USA ADDRESS* _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER Zurich American Ins CO 16535 Morton Buildings, Inc. 252 West Adams Street INSURERB American Zurich Ins CO 40142 Morton IL 61550 USA INSURER C. Great American Insurance Company of NY 22136 INSURER D. INSURER E- INSURER F COVERAGES CERTIFICATE NUMBER:570055182758 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 Limits shown are as requested LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLO 76 1 1 EACH OCCURRENCE $2,000,000 CLAIMS-MADEX❑OCCUR AG O E D $1,000,000 PREMISES Ea occurrence MED EXP(Any one person) $50,000 PERSONAL B ADV INJURY $1,000,000 ,CO GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000 OOQ N X POLICY PRO- JECT LOC PRODUCTS-COMPIOPAGG Excluded OTHER o o At AUTOMOBILE LIABILITY BAP 9376314 11 10/01/2014 10/01/2015 COMBINED SINGLE LIMIT Ea accident $2,000,000 Ix ANY AUTO BODILY INJURY(Per person) O Z AUTOS AUTOS ALL OWNED SCHEDULED BODILY INJURY(Per accident) d HIREDAUTOS X NON-OWNED PROPERTY DAMAGE V AUTOS Per accident w 1= O) C X UMBRELLA LIAB X OCCUR UMB1911369 10/01/201410/01/2015 EACH OCCURRENCE $2,000,000 U umbrella Liability 52,000,000 EXCESS LIAB CLAIMS-MADE SIR applies per policy terns & conditions AGGREGATE DED I X RETENTION B WORKERS COMPENSATION AND WC937631111 10/01/2014 10/01/2015 PEROTH- EMPLOYERS'LIABILITY YIN AOS A X STATUTE E ANY PROPRIETOR/PARTNER/EXECUTIVE N OFFICERfMEMBER EXCLUDED? ❑ NIA WC937631211 10/01/2014 10/01/2015 E L EACH ACCIDENT $1,000,000 (Mandatory in NH) Retro-wI, MA, EXCI OH EL DISEASE-EA EMPLOYEE S1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $1,000,000— s� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Zs" c>�D CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE meq= POLICY PROVISIONS. '� Town of Southold Sf AUTHORIZED REPRESENTATIVE PO BOX 962 Cutchogue NY 11935-1146 USA ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NO'S WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) Ib.Business Telephone Number of Insured 309-263-7474 Morton Buildings,Inc. 252 W.Adams Street i c.NYS Unemployment Insurance Employer Morton,IL 61550 Registration Number of Insured 1532342 Wolk Location of Insured (Only required tf coverage is specifically Id. Federal Employer Identification Number of Insured limited to certain locations in ketiv York State, i.e.,a N71rap-Up Policy) or Social Security Number 37-0347310 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b.Policy Number of entity listed in box"1a" 54375 Main Road WC 9376311-11 Southold,NY 11971 3c. Policy effective period 10/01/14 to 10/01/15 3d. The Proprietor,Partners or Executive Officers are included. (Onlydieck box if all putners/officers included) ❑ all excluded or certain pat•hrers/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New Yorlc(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Cartier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Cagier will also notify the above certificate holder within 10 days IFapolicy is canceled due to nonpayment ofprem ums 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 r7otices maybe sent by regular mail.) Otherwise,this Certificate is valltl for one yearafter this form is approved by the Insurance carrier or its licensed agent,or rnrtil the policy aspiration(late listed in box"3c", ►phichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this farm,if the business continues to be named on a permit,Iicense 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 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured leas the coverage as depicted oil this form. Approved by: I{ells Cada (I'r'name ofof autfrepresentative or licensed agent of insurance carrier) Approved by: 10-01-14 (Signa it"ire) (Date) Title: Vice President-Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of insurance carrier: 847-605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Forrn C-105.2, Insurance brolxrs are NOT authorized to issue it. C-105.2(9-07) www.web.statemy.us • 9 ' Workers Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any pen-nit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,slial I not issue such permit unnless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however, shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. i 2.,The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. i C-105.2(9-07)Reverse #! 1 STATE OF NEW YORK 'X'ORK RS' CO\nFPENSATION BOARD CERTITICATD OF PgSURANCD COVERAGE UNDER TIJE NYS DISABILITY BETNEFITS LAW i PART 1. To be completed by Disability Benefits Carrier or Licensee/Insurance Agent of that Carrier I 1 a. Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured I 309-263-7474 Morton Buildings,Inc. I , 252`Fest Adams Street lc.'-N-YS S Unemployment Insurance Employer Registration Number of Insured Morton,IL 61550 1532342 Id.Federal Employer Identification Number of Insured or Social Security Number 37-0347310 2. Name and Address of the Entity Requesting Proof of 3a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company I Town of Southold 3b.Policy Number of entity listed in box"la,: 54375 Main Road WC 9376311-11 Southold,NY 11971 3c. Policy effective period: 1001-14 to 10-01-15 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees: , I Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed: 10-01-14 By: ` (Signature of insurance carrier' u horized representative or NYS Licensed hnsur nce Agent ofthat insurance earner) Telephone Number: 847-605-6914 Title:Vice President-Enterprise Support Specialist IMPORTANT. If box'Aa"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE- Mail it directly to the certificate holder. I If box"4b"is checked,this certificate is NOT CONIPLETE for purposes of Section 220.Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board DB flans Acceptance Unit 20 Par],Street,Albany New York 12207. PART 2. To be completed b NYS'Workers' Com ellsation Board Only if box"0"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by tine- S lXlorkers'Compensation Board,the above-named employer has complied with the NL YS Disability Benefits Lai'with respect to all of his/her employees. Date Signed By (Stgnatute of NYS R'orkers'Compensation Board Employee) Telephone Number Title Please?/rote:Only insurance carriers licensed to write A'I,S disability benefits insurancepolicies and_7VY9licensed insurance agents of those insurance carriers are authorized to issue Form DB-1?0.1. .Instirance brokers are 1V07'atithorized to issue this forst. DB-120.1 (3-06) sof PROP. SANITARY 515 'A': PROP. 5ANITARY 515TEM 'B': AQP. 5TORM DRAINAGE GALL: „ _ SANITARY SYSTEM 'B' - (DEDICATED TO HUMAN WASTE) VOUI1�E = AREA x RAINFALL x COEFFICIENT ZONING INFORMATION: - ;=:= ..• ,ts,° kP°"°rr" eR' i SANITARY SYSTEMA (DEDICATED TO ANIMAL WASTE) °oF p 9 PROP. HORSE BARN 4 PORCH = 2 Ib SOFT. A"' WASH DOWN AREA IN HORSE BARN TL PROP. BLDG AREA 1,128 SQ.FT. _ AORIGULTURAL CONSERVATION A-G: FRONT YARD SETBACK;60 MIN .f;;.:. ,•,x :: BARN = CAPACITY 4 STALLS STRUCTURE U5E: ANIMAL BOARDING = 0.03 6PD/5F PROP. PRK6 d MANEUVERING AREA - 3,114 SOFT. AREA: O IN100.2' M `:. e PROP05ED HORSE B LOT 50,0 0 SOFT. MIN. EXISTING: 1002 z' c� _ RAINFALL = 2"/HR• = 0.161' "i.,,. �r HORSE BARN - 10 GPD/STALL EXISTING: gg3,651.82 SOFT. (22.51AG) PROP05ED: 100.2' d 231.1' zs s 9e 20 REST ROOM: COEFFICIENT OF ROOF = I.0 ;: 4 STALLS X 10 GPD = 40.0 GPD PROPOSED: NO CHANGE 20 , 25 REQUIRED FLOW = 40.0 GPD 1,125 SOFT. 0 0.04 6PD/SQ.FT. = 6q.12 6PO FLOW COEFFICIENT OF GRAVEL AND ASPHALT = ID ... REQUIRED FLOW = 64.12 GPD SIDE YARD SETBACK: 20 MIN .k : ,;:; ,_.; °�� a c East Culch ae o 30 \ 1 SEPTIC TANK: REQl11REMENT = 2X DAILY FLOW LOT WIDTH• 115 FT MIN. EXISTING: 121.1' 3 25 STORM DRAINAGE SYSTEM No.l Q� �o \ I \ SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW (PROP. HORSE BARN) - EXISTING: 602.63 FT PROPOSED: 121.1' $ 1153- Q, 40.0 GPD X 2 = 80.0 GPD LEACHING POOL: REQUIREMENT = FLOW/ 15 bq.12 GPD X 2 13824 6PD 2,016 S.F. X 0.161'X 1.0 = 33bbl CU.FT. PROP05ED: NO GHANGE '�`q cafe ueSlatioe ��^ y LEACHING POOL: REQUIREMENT = FLOW/ 15 VOLUME REQUIRED = 33bb1 GU.FT. 51DE YARD SETBACK CUMULATIVE: tis Q 40.0 GPD / 15 = 26.66 S.F./DAY 4 1 �yQ o^.he 64.12 GPD / IS = 46.08 S.F./DAY USE: LOT DEPTH;250 FT MIN. 45' MIN - }. f, q�, l l , , s x j dJ 1 I I O '4,0„ y �`' USE THE FOLLOWING STRUCTURES FOR SAN. 5Y5. A: (I) 8 X 5 DP LEACHING POOL EXISTING: ±552.51 FT EX15TINO: 623.1' 0�° q �- �.� d- O,, 30 USE THE FOLLOWING STRUCTURES FOR SAN. SY5. B: VOLl1ME PROVIDED = 331A2 CU.FT. x ;,, PROPOSED: 623.1 d 103.5 � (I) 1,200 GALLON SEPTIC TANK(8�X4 LD) WITH PROPOSED: NO CHANGE � � �� (1) 1,200 GALLON SEPTIC TANK(b VX4 LD) WITH Waterville �o (2) 5'0 X b' EFF. DEPTH LEACHING POOL (300 5.FIDAY) No 51TE `� .;'• ° y� q 1 , **MINIMUM GOMMERGIAL SYSTEM** (2) 8Q X b EFF. DEPTH LEACHING POOL (300 5.Fj STORM DRAINAGE 5Y5TEM No.2 LIVABLE FLOOR AREA: 850 S.F. tiMo � LOGATIO Ce[choeae 4 x215' S es **MINIMUM COMMERCIAL SYSTEM** (PROP. PARKING AND MANEUVERING AREA) ) ;,::_,., 'r' REAR ARD SETB GK: 15 MIN o ,Y. (5.F. PER DWELLING UNIT) EXISTING: 656.1' ) Yt •`' =: PfaetaNack w ss 3,114 S.F. x 0.161' x ID = 530.06 PROPOSED: 656.1' 453.5' } k f o I I �J'9 I ' VOLUME REQUIRED = 530.46 GUFT. EXISTING: N/A `'I .` ...SE`. ° „ USE: PROPOSED: N/A we r reiar Mash FbintG, LU (U 8'� x 13' DP LEACHING POOL ` I y''"x'`•:�° �`•; o ;=., VOLUME PROVIDED = 544.12 GU.FT. BUILDING HEIGHT;35 MAX. {:_- ,..%„r„4,y w. -. 8,r EXISTING: UNKNOWN �� , ';>^2_,. O 1 \ :•t,:, vx• -•`AP I r PROP05ED: ±26 p NOTE: fV INTERCONNECT DRAINAGE 5Y5TEM5 A5 SHOWN Ma, took�P�,ar ' e - •G� I ''y"' �::�:'^.:?^t;;i'.� Y'..ir.:a:i"rk: 111 � STORIES;2Y;2 MAX. Maltilnch e- r :, New Su ;,;;.• ,;,z,•,€., � g 'Peo EXISTING: I STY a � r 35, EXISTING b eq�% LINE / SYMBOL LEGEND PROPOSED: NO GRANGE KEY MAP / "Open Field" �„ NOT TO 56ALE S_ FOR WORK IN THIS AREA: PRo�TY LINE PARKING SPACE SETBACK LINE H.G. PARKING 516N "NO PARKING PR01'JSED SITE PLAN: }° SEE ENLARGED PLAN - PROPOSED SANITARY FINISHED FLOOR ELEVATION F.FL.EL. _ (� DETAIL THIS SRT) ANYTIME" SIGN • \ EXISTING TO BE 51TUA'T=D AT: SUFFOLK COUNTY,NEW YORK 30��,3r I ' ,,60 �0", STORM AND DOMESTIC WELL(THIS DWG), REMOVED/RELOCATED ••••••••••• •••••••••• TEST HOLE ? ALVAM5 LANE GUTGH06UE,NY 5.6.T.M.# boo-bl-01-205 25 /�} b. r xie•o TOWN OF RIVERHEAD 51TE AREA. tgg3,b5182 Pt.(±22.81 AGj / � SEE PROPOSED LIGHTING PLAN, SEE DWG No.3 WATER w �• SANITARY 5EHER 55 STORM DRAINAGE 50 SD COVElk1N6E GALCUL.ATION5: EXI5TIN6 PROPOSED FENCE PUMP:4OU5E ±101 S.F. N.C. HORSE BARN 1128 S.F. 51LT FENCE Q PORCH(b'0Px48'L6,288 5.Fj 26b 5.F. EXI5TI%CONTOUR �_ TOTAL BUILDING AREA: 2 115.F. � \ a O PROP05ED CONTOUR / 100 EXISTING \ 'Y � r.o°I / "Open Field" p ( LOT G)VERA6E: t`�0 0�`/ �' ��0�' ,e EXISTING GRADE x6.0 � v � I EXISTING: 0.010%(101 SF) 25 `'7 Q��/ �yj V CAAnoN�F f ,(�J ��0 PROP05ED GRADES x6A� gl-0e b'-0° b'-0° 5'-0" PROPOSED: 0221% (2,1115F) 30 �,� 00 ExI5T1NG coNroUK o\ m \ � �p� / I \ <4� TYPIGAL PARKING DETAIL N�'G^ SITE PLAN BASED ON ORIGINAL SURVEY m PROP05M PARKING �o� e NOT TO 5GALE ��v� BY: P 33 AID hIANE1JVERINS \ � I. HCR5E BARN STRUCTURE BY OTHERS. JOHN G. EHLER5, LAND SURVEYOR, SEE 110RTON BUILDINGS FOR NY5 LIG No. 50202 N til 1 HORSE DAM ' • PARKING CALCULATION: INFORMATION. b EAST MAIN STREET RIVERHEAD, NY IIg01 i- `yyG SOUTHOLD CODE: SURVEYED: JUNE 2014 P-1 V - / O �f,tb L, "IEP \ 25 9r,5 BOARDINGHOUSE REQUIREMENT: ( m � . LP IOU, TOPO PROVIDED BY: O of NEW YORK CITY I SPACE PER GUEST ROOM(STALL) IN O b' ST a- ��i TOPOGRAPHIC MAP - FIVE EASTERN TOWN5 r r1 m X �j$�LV � ,,E Sys �LANG I$LAND ADDITION TO RESIDENTIAL REQUIREMENTS ��&CoA LP S eros I/o qs 6 800-272-4480 1 811 4 SPACES(4 STALLS) +2 SPACES(SINGLE BARTLETT,CREATED ,IINGLOGKWOOD,KESSLER AND LU ` 1 6 a9 FAMILY RESIDENCE SHEET No. BB-35 O o S � DATED. 081215 Z www.dignetnycli.com c� o�� • �'� I 8or TL SPACES REQUIRED: b VERTICAL DATUM: MEAN 5EA LEVEL OF M O n, �G 7a( OQ �p GRADE AWAY O PITCHED l www.call8ll.com Ig2q y BUILDING FOUND (for other states) TL 5PAGE5 PROVIDED: b LU INCLUDES(1) HANDICAPPED SPACE APPLICANT/OWNER: �--1 (L I By law,excavators and contractors working in the a ! !OTE' BELLE RIVER PROPERTIES,LLC O five boroughs of New York City and Nassau and , +HERE ARE No STORM WATER DRAINAGE _ _ - L.�.� c 0 t SYSTEMS EXISTING OR PROPOSED WITHIN h Suffolk Counties on Long Island must contact �`� / (v `- 9� ti° ¢i c` t �0'OF ANY PROPOSED SANITARY \ nm Z DigNet, 1-800-272-4480 or 811,at least 48 hours Oc but no more than 10 working days(excluding / EXISTING \ \ / weekends and legal holidays)prior to beginning �c°�Q�� UTIL POLE EXISTING / }� \ any mechanized digging or excavation work to �0 t� S 1 NOTE' •• r FA THERE ARE NO POTABLE WATER WELLS WITHIN 50'OF \ CONC.PUMP c° \ ensure underground lines are marked. ~ �Q �iS"ro ANY EXISTING AND PROP05ED SANITARY 5Y I \ HOUSE TO REMAIN Excavators and contractors can also submit �� T '% 5ubject to x18.0 locate requests online,through ITIC.If you do not / �$, <tOx F � L 1 Development Rights 25 currently use ITIC, please call 1-800-524-7603 Sit �.%<* 25 Town of Southold / foil for more information. / 1iT�P �� 'a`.'� AT � T �, HANDICAPPED SPACE AND A550GIATED LOADING s 22.811 Acres For safety reasons,homeowners are strongly / T f r „- S S I4�..,,... ENGINEER: encouraged to call as well when planning an 1 �'' ' `' - 30 0 SPACE SHALL BE ASPHALT PAVED M .p� 9 P 9 Y PRDPOr�D 'O�p�'<i BALANCE OF PARKING AND MANEUVERING AREA �` =`� ""=" '� N[W yon Ab EXISTING '"gyp type of digging on their property.Homeowners �-y� SHALL VEL .^.. : r STORM DRAINAGE SYS. No.2 1 O B �i ' "Open Field" can contact us directly at 1-800-272-4480 or by TL A A: ,174 S.F. calling 811,the national call before you dig (PARKING AND MANEUVERING AREA) �R� 25 L; �? T r ' U56 (1) b(PxI3 OP L.P. (502) � number. For excavation work completed on r r SAN. YIELD GALGS: 20 �� , personal property,it is the contractors 0 a G'� * - c:. W '' / r4, I responsibility--NOT the homeowner's-to contact I �, .. r_ ' •ro PROP.LIMIT OF DISTl1RBA1JC.E �� o G GROUNDWATER MANAGEMENT ZONE: IV o 'l� DigNet. Having utility lines marked prior to PROP.EROSION CONTROL P'ETFIOD: u-i . ° r,r•. ALLOWABLE FLOW FOR 51TE =too-C ACRE w( ��Coh�c � / \ ,'� digging is free of charge. tAPPROX.21610 S.F.(050 AG) b. SILT FENCE BARRIER 00 S502;&'4P.:-.-....:,. (SEE DETAIL,DWG Not) S . 0731'! , PROP.EROSION CONTROL NETHOD: 4..: pF ALLOWABLE FLOW(DENSITY) BASED ON ADJUSTED LOT AREA: � �" �� ' ' ••• •• Tr�'angle SITE AREA = ±2281 AG. (±443,651.2 S.F) x15.5' Mon.fnd DRAINAGE INLET PROTECTION 215 JEFFREY T. BUTLER, P.E. LAND AREA W/CROPS = ±1.q8 AC. 0341,651 5.FJ �� a�j 4j� ti��° A �4j (1'(P OF 2,SEE DETAIL ON DWG No 2) / �6:::...:.:.:: PROPOSM SANITARY 5Y5 W: / ��o %� e0� 3 ��' ""PROPOSED 5Y5TEM TO BE UTILIZED FOR 6� �O �,� 8, / MOPOSEDa: ::: b /' ANIMAL BOARDING,MIN COMMERCIAL SYS** Q ADJUSTED LOT AREA = SITE AREA - LAND AREA W/CROPS �_,.�-�.w_-Nm•__.._.....r O �� /O,, � �• �' �� / �`p ±1483 AG (±646,OO6.b2 5.Fa = ;< - 1Y � 10� �O\ STORM DRAINA6E SYS.No.l 1 - 1200 GAL SEPTIC TANK(8 0X4 LD) ±2281 AG ±qg3 5182 5.F - ±1.48 AG (1341 51 S.FJ _ •1 ' ;'��'�:��, \ c °� Ike °� ry �s; • I l l O ( b ) b M y: - \ �� 4j (HORSE BARN AND PORCH ROOF) '�\* EP / 2 -8 DIA. x b EFF. DEPTH LEACHING POOLS WCD ADJUSTED LOT AREA = ±1483 AG. ' \ 25 d, °��ti v' USE: (1) 840x6 DP L.P. (501) �`o, ' 50% EXPAN51ON (- H - --. ,�, i�„ - \ NOTE: FUTURE EXPAN51ON POOLS ' c� °'arc `t' `� F.FL.EL. L MUST BE THE SAME SIZE -7 --b00-6PD/ACRE x ±14.3 ACRES =I,�i8D 6PD ALLOWED - " V' 20 ° Oc',R •O �X X25- �0� 1 , ® 21.5' �OAND DEPTH AS POOLS APPROVED FOR SYSTEM O ~, f fj ray�c ,�� BARN AREA = 1,728 SOFT. �, I v ' o ,a� 20' EXISTING, FLOW = OD G.P.D. , � �0 R'� PORCH AREA = 288 SOFT. TEST HOLE LOCATION 10 \�V LP -I z - LL X;.10 o Cd 0� 4 PROPOSED HORSE STALLS, A. bb , o\ I SIi GRADE HA NZ O Q TOTAL PROPOSED 51TE SANITARY FLOW(DENSITY): THERE IS NO DEFINED 1p J �R REST ROOM, BATH 4 ^ro" .1 LP LU I BUILDING AREA STATED IN i �° ti o, o _ ITHI O AL SEPT G 5 TE _ Z) Z M LU PROP. 51TE SANITARY FLOW = SYS. 'A' + SY5. 'B' rpo �, /O O HORSE WASH DOWN AREA �O 'yiy ---. _ • • III } IOg.12 GPD = 40D GPD + bq.12 6PD THE DEVELOPMENT RIGHTS as o ' O �S 5T o1L1; °;EP � � - 1 � Z DOCUMENT c� I 'O 8., �� 1 I O 1.--• PROPOSED SITE SANITARY FLOW = 104.12 GPD �� oz O, �, �� . loo'OFFSET i N LLI ' < tb, / FROM PROP.LINE . . O PROPOSED SANITARY SYS 13: �� O \ C° A (� 0 **PROPOSED SYSTEM TO BE UTILIZED FOR HUMAN WA5TE, ^ � Q- � O 01 • /� / tiC J V �+ \ MIN COMMERCIAL SYS"* h-�•1 Z x275 t��1. \ 00 / FRo'qc ' 1 - 1200 GAL SEPTIC TANK(5'4PX4'LD) W < Z V d' ullx:W,1J1A,a4.,falivNlMYtat11.•. .. ...,.nN : >•aloM...n.+tl..,.' ••••*` ••1•' ua .it ' County!?vpartrl^nt,of l oaltli�s rvicc.; °c oyy�r,�c PROPOSED 1040 WATER SERVICE M �Fr 2 - 8' DIA. x 6' EFF. DEPTH LEACHING POOLS W/ V c�s l for Con's' ietion-0 her Than Single Family oc C,c�c° / �� / X40 LINE,SEE INSTALLATION �iNF J � � 50� EXPANSION � } pr �Q / REMIREMENTS ON DWG No.2 NOTE: FUTURE EXPAN51ON POOLS MU5T BE 5 5 E O - m 1 TEST HOLE °,�� / z I_ l.l_ Reference 140. CIO-I y-CJOO rJ .�} s.i ;rl r'losv I Io�i BY: h1cDONALD 6EOSGIENGE 6 0c'c,�' / � /\ / i` BOX 1000 SOUTHOLD,N.Y. Ilgll �Oc��o\OtI DEPTH A5 POOLS APPROVED FOR SYSTEM < Q j O O J'It}C �1 ` --- -5�I k_-/q�,----- 631-'165-3611 �j / �/ �. I1 s e(s) - -__-_- �__ ._- DATE= JULY Ib,2014 I \. - �j• � EXISTING CONCRETE PUMP i � � 1jmm.J ._.1 � � � O Tlierse plan have A t ::,6vcd t:;r t'cr: rol E;oi'IitOrrPun:E'Wltli Suffolk / 44� i r t + C {illy,. R r7 'f -�-+o GRADE® 21.0' HOUSE TO REMAIN(FOR •. Co;inty l)epetie'tz-,e t C.. Exea,,.�i Merv_, .> st:3n..ards,, relw to Nvate3 / I IRRIGATION PURPOSES) �M �\g�\C� Q 1 13 E 13 supply an:? - :, GROUND LEVEL o' s ill. Regardless of any omissions, �. . : MIXED 5AND d LOAM incar.si tencies c' 1::: . ci c1 twill co<,trtict"-c:a is r1pgJiired to l:c in 100 50 O loo 200 300 - 400 EL.20 1, 05'BELOW GRADE GRAPHIC 5GALE I° loo'-o" 00�` �S�F�. \50 , �oPo`'�� Q Z l- accordance with tT]e d tacked perzwit conditions anti a,',plic.abl.e ( / � :K1 I � \ standard ,liIil�s :j f' y ??j 1�,;Dopar it.71 i8 a n-,jrvdal NOTES: O S unless ;°�2 I:::l? Waived - ` I exIlires c3 ear i'roi::i Vic aj)proval date, l:i".T...:1 G?'.:'•:.�.G I CTM 1'8netved. BROWN AND PALE I. ELEVATIONS ARE REFERENCED TO FIVE EASTERN TOWNS TOP06RAPHICAL MAP �(.� I �e \ \� \ � BROWN FINE TO I J� l/ I MEDIUM SAND EXISTING ELEVATIONS ARE 5HOWN THU5: 25.0 �, /1 1 /lj (SP) EXISTING CONTOUR LINES ARE SHOWN THUS: 25 6`��i Q Approval U;::¢ i I Z, :: f � Wo� SEE DETAIL ON DWG No.2, I 1 EL.6b' 14.4'BELOW GRADE ` SEE INSTALLATION REG HTS PA(3E : IHATER IN PALE 016 1 1 ON DWG NO3 a•.. BROWN FINE TO O � XISTIN 'r. 1 MED UM SAND(SP) UTIL POLE I f NOTE: EL.4.0' 17.0'BELow GRADE /�\� PART AL 5� PLAT`l - PROVIDE I" WATER SERVICE TO PROP.HORSE BARN('K'COPPER V PROP05ED SANITARY SYS, 5TORM WATER SYS AND DOME5TIG HELL TUBING)• s� PRIVATE WATER SYSTEMS'(sHr 4). 14.4'BELOW SURFACE ANY AND ALL H05E BIBB5 TO HAVE CHECK VALVES. SCALE: I = 40-O of �- THESE DRAWINGS AND ACCOMPANYING 5PEGIFIGATION5,A5 INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RE5TRIGTE1?TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLIGATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY KITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TRIGTION5. co INSTALLATION REQUIREMENTS FOR: LU_ 36'MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN. Screen Vented Well Cap L :� " PO5T5 DRIVEN MIN.I6' 14 1/2 GAUGE ISI/MAX.6' SERVICE LINT FROM with Sanitary Seal SEE DRAWING No.3 FOR u,I Z 2 X4 WOOD FRAME CO INTO 6ROUND. MESH SPACING) Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF CO O - MAX. PROPOSED PRIVATE WELL Sloped Away From Well 15' HEATH SERVICES-PRIVATE WATER Electrical Line i- ' MAX. G. TO G. n J STAKE (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) Minimum In All Directions SYSTEM STANDARDS Water Line < -- LiJ 0 INSTALLATION OF SERVICES- r _ � FABRIC-� INSTALL PIPING ON THE PROPERTY,4 I/2 FEET DEEP FROM THE BUILDING TO THE PROPOSED WELL.A MINIMUM I" cV Concrete 51ab 2' Min Submersible coD SERVICE LINE 15 REQUIRED. _ - In All Directions pump 0 li I. RI R L AT THE WELLLOCATION WITH E NATURAL GRADE F 2. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF + O �- _- HEIGHT O MEASUREMENTS ARE TAKEN FF'.OM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF YOUR PIPE AT EL. -19.0 Ii-� =� I y FILTER THE PROPOSED!^JELL. /�\/\/.\//. \\\�\ T.O. WATER TABLE 0 EL.6.6' ' -IIj1=�1=1I °a y, ,� :: v = Ib"MIN 3. THE END OF THE PIPE AT THE K1L SHOULD BE l0 FEET AWAY FROM ANY OBSTRUCTION SUCH AS TREES UTILITY / / / \ \\\ \ /\/i =11 1=J1T�=111 z s' /�\/iC�/•� \ HIGHE5T RECORDED GROUND WATER) . o Q y y> iq_ POLES,DRAINA6E STRUCTURES,AND SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE POINT OF / �' " /' /r //� Q ( ILL � y y ENTRY INTO THE BUILDING. OCG Excavation And Excavation And Lt.0 O y 4. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. o� Compacted Earthfi� Compacted Earthfill ^ a <; CO) DROP INLET BURIED FABRIC 5. ALL OTHER UNDER6ROUND UTILITIES MU5T MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERVICE. s _ _ _ WITH GATE PERSPECTIVE VIEW Electrical Line c < SPECIFICATIONS Frost Line O Z11-1 n FRAME 36"MIN.FENCE POST-� I. TYPE"K"SOFT COPPER TUBING;MINIMUM 51ZE I" IN51DE DIAMETER 4" PVC Casing- IU Y L 0 2. CUSTOMERS VALVE: '- A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. _ SO S WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE W/ N p 3. PLASTIC PIPE SPECIFICATIONS: Pitiess da ter � -� E MAX.b MESH SFA(W)WITH FILTER CLOTH A.PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE WATER 5Y5TEM5 GAN BE INSTALLED FROM THE p I ri n ' O Cdr' Lii PLOW z BUILDING TO WITHIN 20'FRO14 THE PROPERTY LINE.THE LAST 20'TO THE PROPER LINE MUST BE"K"SOFT isc nor e UL aLL RM T9d z �_ COPPER TUBIN6. T.O. WELL SCREEN 0 W GATHER EXCESS UNDISTURBED GROUND - B.PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 P.5.1.(WITH BURSTING PRE55LRE /�\r\\i�\i\ r\ r\ �. EL. -38.0' W 11 C U RATED AT LEAST TWICE THE WORKING PRE55URE) 55 CC AT CORNERS + III ��'��501E G.PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT AGGEPTABLE.(BRASS I.E. ® EL. 145' (t) I"� WATER SERVICE LINE - o� COUPLING5 ARE REQUIRED) `^ U5E: IN) Ib0 P51 POLY PIPING _ Packer EMBED FILTER CLOTH � '- A MIN.OF 6" IN GROUND 4" D.TWENTY(20')FEET OF COPPER 15 REQUIRED FROM IN51PE THE BUILDING TO THE START OF THE PLASTIC PIPE. - GONSTRUGTI ON SPED I I GATE ONS SECTION VIEW 6 - Expansive Hydraulic SERVICE LINE INSPECTION PROGEDURjrS Cement Grout Or U Screen L GALL THE NEW SERVICE DEPARTMENT TO REQUE5T AN INSPECTION WEEN YOUR WORK 15 COMPLETED.(ONE Bentonite Based Grout I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT BL61NE55 DAY ADVANCED NOT;CE 15 REQUIRED) -- TERM APPLIGATION5. 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. Minimum Diameter Drill Hole X _ 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGTI ON SPEG I F I GATI ONS 3. F REIN5PEGTION 15 NEGE55AR,,A$25.00 FEE MUST BE PAID PRIOR TO THE REIN5PEGTIOK See Note 5 THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE SERVICE B.O.WELL® EL. -41.0' 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A I.WOVEN WIRE FENCE TO H FASTENED SECURELY TO FENCE POSTYPE O WITH WIRE TIES 5. IFNE. aNl"_THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE WILL BE PAINTED BLUE.IF SERVICE INSPECTION Water Line OR STAPLES.POSTS SHALL BE STEEL EITHER"T'OR"U"TYPE OR HARDWOOD. FAILS,THE END OF THE SERVICE WILL BE PAINTED RED. From Pump MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF YOUR INSPECTION FAIL5. USE: 4. IN(PA(H5 STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 FENCE WITH TIF5 SPACED EVERY 24"AT TOP AND MID SEGTION. 1. NO OTHER UTILITIES(E.6.GAS,iLEGTRIG,GABLE TV,ETG)SHALL BE BURIED IN THE WATER SERVICE TRENCH. TYPICAL WELLHEAD TYPICAL INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BL WOVEN W!RE,12 I/2 GAUGE,6'MAXIMUM MESH OPENING. 4"PVC ST WELL,70 FT DEEP, 1 HP, WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NOTICE: IF INSTALLING SEPARATE HOT WATER HEATI=RS,SEPARATE EXPAN510N TANKS SHOULD BE INSTALLED. 20 GPM FRANKLIN ELECTRIC 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BAGKFILLED. IT LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER 13E OV X, Not To Scale SUBMERSIBLE PUMP,STATIC LEVEL @ 24' SHALL BE 5EGURELY FA5TENED TO THE 5TAKE5 AND FRAME. MIRAEI 100X,1X INCHES A TI4oN,OR APPROVED EQUIVALENT. WATER WELL b.A 2 x 4 WOOD FRAME SHALL BE GOMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRICATED UNITS SHALL BE 6EOFA5,ENVIROFENCE,OR APPROVED EQUIVALENT. Not To Scale 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES"DEVELOP IN THE SILT FENCE. Not,--.5: I. Water well and pump installation shall comply with all applicable local and state FILTER FABRIC regulations. U.5.DEPARTMENT OF AGRICULTURE U.5.DEPARTMENT OF A6RIGULTURE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RE50URGES CONSERVATION SERVICE SILT 2. Excavations and all other work shall conform to 05HA regulations. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE 3. Electrical wiring must comply with local codes and manufacturer's requirements. V Cn NEW YORK STATE 501E d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL WAVER CONSERVATION COMMITTEE 4. Pitle5s Adapter and waterline may be installed above the frost line only when the well a O is used seasonally. .. d) PROVIDE+ HATERT16K IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON 5. When an oversized drill hole is constructed for the installation of the casing, the FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPEIIN6(TYPICAL diameter of the drill hole shall be a minimum of 3 inches greater than the outer SEPARATION DISTANCE REQUIREMENTS FOR diameter of the casing or coupling,whichever is greater. 5TORMW-HATER LEACHING STRICTURES AND PROP05M MAINTAIN 5Ss MAX SLOPE FROM EDGE of 6. Casing diameter shall be sized so that the uphole velocity is less than 5 ft/sec. a (Z/ to BUILDING SANITARY 5Y51>=M OUT 20'IN EACH DIRECTION O "Z PIPING (OTHER THAN RESIDENTIAL: 7. Minimum casing strength shall be determined as described in IL Practice Standard 642, HORIZONTAL SEPARATION 015TANCE5 FOR STORM DRAINAGE Water Well. 8'TNK TRAFFIC BEARING SLABS(TfP) m LEACHING POOLS: '�� '�� 8. The Screen shall be sized to permit Water entrance at no greater than 0.1 ft/sec. PROPERTY LINE= IO'MINIMUM FIN.R. PROP05ED GRADE Tq A G.I.COVER G.I.COVER G.I.COVER cl. Pum intake shall not be laced inside well screen. < BUILDIN65 WITH ALTAR' IN MINIMUM �+ 215' 215' 215' 10. An airline shall be installed where the water level Iles more than 250 feet below the �--1 X Z• www.dignetnycli.com ®ECFV.215 LU HATERSE VI SLAB= 10 MINIMUM of NEW YOLK CITY or round surface. This airline can be composed of copper, polyethylene, or alvanized WATER SERVICE LINEMTERALS/MAINS= 10 MINIMUM T.O.SLAB® 9 p pp . g � O www.call8ll.com 20" MIN tulDin and shall have a Presto valve Installed to allow the connection of an air CQ UNDERGROUND UTILANK=5 'MINUM EL.20.01 � compressor. Airline must be airtight and its exact length must be documented. • < U) SANITARY SEPTIC TANK=20'MINIMUM 8(LONG I$LIIND (for other states) 4 Q SDR 3s PVC,6Y+ /LF. - - - _ _ r-� D.SLAB® EL. 19b6 g o SANITARY LEACHING POOL=20'MINIMUM II�� - - - - 4"DIA.PVC PIPE 6 I/8"/L.F. BD.SLAB 0 EL. ICI.O' ll. The well ca shall be removable to allow for measurement of depth to water surface Q 6REA5E TRAP=20'MINIMUM 00-L� -4480 811 SYS W:IE=lb.I7' or pressure. p W PUMP STATION=20'MINIMUM SYS V,IE=1817 SYS'A`-IE=11.85 p (L �/ SY5'B' IE=CU55' SY5'A':IE=1135' ' IV' 5Y5'A': IF = ® ® ® ® ®_ ® I2. ih?ter GOnstrUGtiOn i5 GOmplete the WeI1 sha11 be disinfected per IOGQI Or State d) MANHOLE=20 MINIMUM _ y� SYS 8':IE=r135' ® o �� ® requlrementsPRNATE h®l5=50'MINIMUM 4 HOUSE TRAP " "_ 4 SYS 1B:IE 0' LP RETAINING HALLS= 10'MINIMUM SYS'A: 10.75 @ Y,/LF. =2b9 0.224 •r ® t� r=_� �, � � I�00 GAL By law,excavators and contractors working in the Fey safety reasons, homeowners are strongly 57"5'B': 15.25'®)4"/LF.=3BI"=0318' SF�'TIG TANS ST � ® :�I ® ® © lJl N FUEL 5TORA6E TANKS(BELOW 6ROUND)=20'MINIMUM 5Y5'M 22.11'®Ya/L.F.=2.11"=0.23' Q Q five boroughs of New York City and Nassau and en:ouraged to call as well when planning any 4"MIN � � "_ � ® ® � F=7 ® � � Suffolk Counties on Long Island must contact type of digging on their property.Homeowners SYS 33.15 ®Ya/L.F.=4.22 =035 m HORIZONTAL SEPARATION DI5TA 10E5 FOR STORM DRAINAGE BOT OF TANK a EL. 13.02 8 0 x b EFF.DP.� NDN-LEACHING STRUGiURC-5: DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by LEAC.HIN6 POOL� ® ® .. HATER SERVICE LINES/LATERAL5/MAIN5=5'MINIMUM but no more than 10 working days(excluding calling 811,the national call before you dig 80' (I OF 2/SYS) UNDER6ROIIND UTILITIES=5'MINIMUM weekends and legal holidays)prior to beginning number. For excavation work completed on 3'GLEAN SAND COLLAR PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOGKIN6 CAST IRON -� 6REASE TRAP=5'MINIMUM any mechanized digging or excavation work to personal property,it is the contractor's Z BOTTOM OF POOL: FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENIN6(TYPICAL PUMP STATION=5'MINIMUM ensure underground lines are marked. responsibility--NOT the homeowner's-to contact - j 5Y5 'A' E 13'0 EL. 11.0' �- MANHOLE=5'MINIMUM Excavators and contractors can also submit DigNet. Having utility lines marked prior to SANITARY SEPTIC TANK=5'MINIMUM locate requests online,through ITIC.If you do not digging is free of charge. TESTHOLE: ITER FOUND o EL.bb' currently use ITIC,please call 1-800-524-7603 FINISHED GRADE ENGINEER: VERTICAL SEPARATION DISTANCES FOR STORM DRAINAGE i i `A BEARING TDP O E W for more information. 24" 24" 8"MIN TRAFFIC WATER SEROGE LINES= 18'MINIMUM LINES.. �� 20" MIN N 20" MIN SANITARY WASTE LINES= l8"MINIMUM PROPOSED SEPTIC SYSTEM 'A' - ANIMAL BOARDING AND PROPOSED SEPTIC SYSTME 'B' - HUMAN WASTE PROFILE 60 '"`� -� �:� w (MINIMUM COMMERCIAL SYSTEM - TYPICAL IN OUTLET M 4 DIA. CAST IRON FRAME AND&BATT=/GONER NOT TO SCALE SDR 35 PVC I 6■ FLOW LINT= MIN 4 DIA. s 073x9 CAMPBELL 1162 Co OR APPROVED EQUAL z PIPE SDR O PVC, 2 3 W Wit• aJ PIPE OR N S� �P EQUIVALENT EQUIVALENT O F F S SN O PITCHED MIN. ;I 4� B � I PITGflD MIN FINAL 6RADE b Y4 IN/I FT (a WALL Q Jj IN/I FT JEFFREY T. BUTLER, P.E. SEPARATION D15TANGE REQ'MT5 FOR SEPARATION DISTANCE REQ'MT5 FOR 1 0 :I N L �ATRAFFIG SANITARY LEACHING STRUCTURES SANITARY SEPTIC TANKS `r' (� SLAB (OTHER THAN RENDENTI : (OTHER THAN RESIDEINTIAL: -' --1 RINS MINIMUM HORIZONTAL SEPARATION DISTANCES: m c I I O 15'PIPE DIA,MIN. x l�MIN.(,45 REQUIRED) I (WERE MIN.HORIZONTAL SEPARATION DISTANCES: APPLICABLE) A.BALDING W/CELLAR= l0'-0' A.BUILDING W/CELLAR= l0'-0" ° PIPE. B.BUILDING ON SLAB= 10'-0' B.BUILDING ON SLAB=5'-0" ° PROVIDE: WATE2T16HT,IN5ECT-PROOF ADJUSTABLE AND LOCKIN6 GAST IRON HI6H DBy51TY POLE(HDPIa ®IZEs _ ®_ ®_ ® I I G.WATER LINE�i= l0'-0' G.WATER LINES= 10'-0" A ° ° FRAME AND COVER INSTALLED AT 6RADE OVER EAGH OPENING(TYPICAL) SDRN INLET TO 5D CONN a 10"m MIN ® ® ® ® ® 1 D.5URFACE WATER(WETLAND5)= 100'-O' D.SURFACE WATER MWETLAND5)=15'-0' 5D TO 50 CONN - 15'm MIN I I F.PUBLIC,HELL=200'-0' ROOF WR COMAE = 4"0 MIN ® ® ® ® ® F.PUBLIC WELL=200'-0"" _ f LJ 1 ® ® ® ® ® 6.PRIVATE HELL- 150-0 6.PRIVATE HELL= 100-0 B - 1 ® ® ® ® ® 1 3' MIN. H.RET.WALL(NIfRPROFF)= 10'-0' H.RET.WALL(WTRPROOF)= b'-0" 8" MIN TRAFFIC - Z - !� 3' MIN. ® ® ® a ® ® 1 J.U16 UL TAWS=20'-0" J.U/6 FUEL TANKS=20'-0" ° FINISHED&RADE BEARING SLAB NOTE; ALL PIPING INSTALLED �_ O ® ® ® ® ® LU K.U/6 UTILITIES=5'-0" K.U/6 UTILITIES=5'-0" TRAP . . W � d- Z m } ® ® ® ® ® 1 WRAP STRUCTURES L.STORM DRAYS OR ° ` .. w WITH FILTER FABRIC L.STORM DRAINS=20'-0" ° a 2' i AND SHALL REMAIN CAST RON LEAVING Z ® ® ® ® RECHARGE BA51N5=20'-0" "° / �I I-' O N Q 0 NSE 6E0T'EX 351,BY M.CATCH BASINS=5-0 ; °, a. M.CATCH BA516,NON-LEACHING= 10-0 e , e iv= 20 MIN pROPEw (NON-1FAGHIiNS) ��,� THE BUILDING TO A DISTAPE'.E OF 5' � K SAN.L.P.=8`-0 K SAN.L.P.=8-0 ~� AWAY FROM BLD6 PERIME�ER. O W - (� P.PROP.LINES- 10'-0' ® o ® ® ® P.PUMP STA,GREASE TRAP NOTE: GALG'S AND DE51611 � I I � � Q"' � � � Q.TOP OF EMBANKMENT OR STEEP SLOPE OR MANHOLE=N-O" PLAN PERFORMED IN AGGORDAN;E`. O {, < R(158 OPE O 6REAT%=25'-0' Q.PROP.LINES=5'-0' TRAP 51ZE MIN. 4"0 5DR 35 LJ L=J®®® WITH SGDHS SPECS. I I \ � v 13 1o ® ® ® ® ® R SHIMMING POOL=20-0DIM. 4„ PVC PIPE OR 5.5EPTIG TANK,PUMP 5TA,6REA5E TRAP 5.TOP OF EMBANKMENT OR STEP SLOPE ®® / W OR MANHOLE=V-O' (15%SLOPE OR 6REATEO =25'-0' A 30 EQUAL, PITCHED O z NON-RATEABLE T.SWIMMIN6 POOL=20'-0' " T.BLUFF=65-0 6ALY.STEEL B 3O MIN Y8 PER LIN FT ®® I / (-� W Q Z iv B'DIAMETER SOIL FRAME d COVER C q ® J w > -1 _3 TyO 6ROUND WATER GRADE 3' MIN ® I I -�- � O ( N LLAR MATERIALD- b" MIN. W (PENETTRATIOMU - DOLLAR A W M RATABLE SOIL III- Co I I v'' } O OI < UNDERLYING SAND AND &RAVEL STRATA CAULK WATERTIGHT BETWEEN PIPE AND F-�� ri 1' I NOTES. 51 FEVE - - - - - - - / Q Z 1.COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL D8'TH. °° O Q 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 6ALV.STEEL SLEEVE/ c e G SEE PLAN FOR z I b' MIN. PENETRATION \ I I V D 3.ALL DRAINAGE STRUCTURES MUST 13E WRAPPED WITH FILTER FABRIC. ° INV. ELEVATION INTO A VIRGIN NOS' 4.115E 15' DIA CORRU6ATED H16H DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR COVER THIGKNE55E5 ^ " a` HIGHEST RECORDED in STRATA OF SAND I. CONCRETE TO TEST 4000 P5.1 I I O INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS 3/Ib" FOR SPAN OF 30" ° ° ° ° ° ° 6RN0 �� AND GRAVEL a 28 DAYS � z A.HDPE PIPE SPECIFICATION(AASHTO M-294) _ 2. REINFORCEMENT MMT5 B. INSTALLATION OF HDPE SPEGIFIGATION(ASTM D-2321) I/4" FOR SPAN OF 36" - A-615,A-185 SPE65 JLL - SEGTI ON 3. ALL SANITARY PIPING TO BE 4"O G.WATERTIGHT JOINT TESTING SPECIFICATION(ASTM 0-3212) 5/16 FOR SPAN OF 48 �13AC=FILLMATERIAL LLQ F A G7 E : D.GASKET SPECIFICATION(ASTM F-4TI) 3/8" FOR 5PAN OF 60" (GLEAN SAND a 6RAVEU SDR 35 PVC 1/2" FOR SPAN OF 72" TYP. 5AN I TARP LEAGHI NC POOL (LP) SEPTIC TANK - 1200 CAL. TYPE G,4L STORM WATER TYP I GAL HOUSE TRAP DEVIL 5GALE: N.T.5. , , LEACHN&NC PO L (5D) DETAIL NEED IN NOT TO A AND 'B) 2Q SCALE: NOT TO SCALE NOT TO SCALE 5GALE: NONE of 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY KITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACGEPTANGE OF THESE RESTRICTIONS. OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATI N JOB NO.1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-039110 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS. USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED USEPA GUIDELINES AND AWPA STANDAIRDC28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN • DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF (SEE PLANS FOR DIAMETER AND DEPTH)., COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED STRUCTURAL MEMBER = 18 PSF THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN c.) FOOTINGS = 12 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 - DIRECTION OF THE LICENSED / REGISTERED ENGINEER . OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE 5. + THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. _ o co 10 ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED ELECi r"tI�sL AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE 01 o F' �. TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT P`� +C7j, M AUSPICES OF THE P; r E E.IILG'INC, C� .r't, i l P;"ANT AT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 7: ? ? >? 7 r m A� TO 4 PP., FOP, TI1_ OCCUPANCY OR F, Off'il'l a li SPIECTIOt�S: O €; 1. T!'a'O Rc:OUI�RED U�E '�7 UNLAWFUL � w SIDING & ROOFING PANELS (FLUOROFLEX 1000 T"') -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME i'OUR.- CC CRETE Z STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON 2• '!•"?H FR�,111(JG ��< PLULl,BINC WITHOUT CERTIFICATE COiJSTR'UCTION tlUST OF OCCUPANCY EXTERIOR. fs.. 4, r0i:;,Oi ETE FOS . C0 TRIM - DIE-FORMED TRIM OF 0.017" MIN.., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, ALI, CPI:3TRUC T IC?d SHALL tlEET THE u L CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. RE. Fi,it:NTS OF THE CODES OFNE!�J J Y(- :>TATE. NOT RESPOPJSTLE FOR RETAIN STORM WATER RUNOFF DL= ! ci CONST RUCTION ERRORS.3. PURSUANT TO CHAPTER 236 W GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE TOWN CODE. l l i OF THE BUILDING. ~ Z 2x4FIF1 02/12 W CODES OF z NEV/ YOI K SlA i E & TOWN CODES w AS REQUIRED AND CONDITIONS OF � c� O :.. vv rrrvr,iv cam,, U SOUTHOLD TOVvN PLANNING BOARD 0:� M W v 0!� W F- Lo m F- O 0 O U r,v--,Oo 5? X O BUILDING DESIGN CRITERIA zo BUILDING CODE 2010 NYBC °- USE GROUP U �� O CONSTRUCTION TYPE VB 1 1 1 BUILDING AREA 1728 SQ FT I=) w MAXIMUM DESIGN ELEVATION 1000 FT a_ MEAN ROOF HEIGHT 17.7 FT `n BUILDING CATEGORY I LJLJ g EARTHQUAKE DESIGN DATA TABLE MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 -j - ROOF SNOW LOAD* 11 PSF 0.2 SEC SPECTRAL RESPONSE 0.160g GROUND SNOW LOAD 20 PSF Z ACCELERATION (Ss) WIND SPEED (V3s) 120 MPH 1.0 SEC SPECTRAL RESPO�,ISE ACCELERATION (S�) 0.06g WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY B SEISMIC DESIGN CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING CATEGORY (TABLE 1604.5) I BUILDING DESIGN CONDITION ENCLOSED SITE CLASS D WIND LOAD DESIGN ASCE 7 METHOD 2 #623 LIGHT FRAMED WALLS BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL ZONE 1 E 15.3 PSF SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR ZONE 2E -6.3 PSF RESISTANCE OR STEEL SHEETS ZONE 3E -12.9 PSF RESPONSE MODIFICATION) FACTOR (R) 7 ZONE 4E -12.1 PSF ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE MAIN WINDFORCE RESISTING ZONE 5E 13.4 PSF SEISMIC DESIGN BASE SHEAR 800 LBS SYSTEM ZONE 6E -10.3 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 1 12.3 PSF (FOR ZONES SEE MWFRS ON ELEVATIONS WIND DESIGN BASE SHEAR (TRANSVERSE) 6600 LBS PAGE) (MAXIMUM VALUE SHOWN) ZONE 2 -4.7 PSF WIND DESIGN BASE SHEAR (LONGITUDINAL) 5400 LBS ZONE 3 -10.6 PSF ZONE 4 -9.6 PSF DRAWN BY.• JCD ZONE 5 9.8 PSF DATE: 6/17/2014 ZONE 6 -7.9 PSF CHECKED BY: MURPHY CURRENT LUMBER SPECIFICATIONS (06-01-2013) ZONE 1 1 1.5, -18.3 PSF DATE: 07/10/14 COMPONENT&CLADDING WIND ZONE 2 1 1.5, -31.8 PSF REVISED DATE.' -- SIZE DESCRIPTION BENDING VALUE Fb LOADS (ALL 2X4 NO.2 SPF 1313 PSI FORCES ACT NORMAL TO THE SURFACE) ZONE 3 1 1.5, -47.0 PSF 2x4 NO. 1 SYP 1500 PSI -- (FOR ZONES SEE ELEVATIONS) ZONE 4 19.9, -21.6 PSF REVISED DATE. -- -- 2x4 2100f MSR SPF 2100 PSI ZONE 5 19.9, -26.7 PSF REVISED DATE.' ---- 2x6 NO.2 SPF 1138 PSI REVISED DATE: ---- 2x6 NO. 1 SYP 1350 PSI 2x6 2100f MSR SPF 2100 PSI * ROOF SNOW LOAD CALCULATIONS 2X6 2400 MSR SYP 2400 PSI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2x8 NO. 1 SYP 1250 PSITHIS BUILDING WAS PREPARED BY ME OR UNDER MY Ps = 0.7 x Ce x I x Pg x Ct x Cs DIRECT SUPERVISION AND THAT I AM A DULY SHEET INDEX 2x8 2400 MSR SYP 2400 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 LICEN /REGISTERED PROFESSIONAL ENGINEER. 2x10 NO. 1 SYP 1050 PSI I = IMPORTANCE FACE OR = 0.8 �q �a , SHEET# DESCRIPTION Pg = GROUND SNOW LOAD = 20 PSF ��,O� E�ld Y®�4,+r'�'.�. G1 OF G1 SPECIFICATIONS & SHEET INDEX 2x10 2400 MSR SYP 2400 PSI Ct = THERMAL FACTOR�= 1.2 nw�Q/ • • �.SVl 2x12 NO. 1 SYP 1000 PSI Cs = ROOF SLOPE FACTOR = 0.79 �p• Qi . SI OF S7 COLUMN PLAN & ELEVATIONS 2x12 2250f MSR SYP 2250 PSIPs = 0.7 x 1.0 x 0.8 x 20 x,1.2 x 0.79 = 10.62 PSF �f al �7- S2 OF S7 TRUSS PLAN, TRUSS DRAWING, & DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI RONALD L0D.rr UTTON, P.E. '®, . L S3 OF S7 SECTIONS & DETAILS 3 1/2"x15" GLU-LAM 1650 PSI DATE:�7 1 �t4-REG.# '�o-{ • . A �• •.,a S4 OF S7 SECTIONS & DETAILS �" r5 • . �" 5 1/4"x16 1/2" GLU-LAM 2400 PSI `4 S5 OF S7 SECTIONS & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI '� S6 OF S7 SECTIONS & DETAILS SCALE:AS NOTED S7 OF S7 SECTIONS & DETAILS SHEET NO. GIOF GI OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 1 28-039 1 10 0 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. I VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE o co OWNER. O23'-6" N 24'-6" 3-2x6 LAMINATED COLUMN 3.6' WIDE (ZONE 2) ZONE 1 3.6' WIDE (ZONE 2 &3) --{ ( ) (ZONE 2 &3) (ZONE 3) I 24"QJ (ZONE 2) 4 6 (ZONE 3) 3 / 6E . r: 4E 2 2 3-2x6 LAMINATED STUB COLUMN 5 1 36"0 .. o E U v so MWFRS w COMMON FOOTING DETAIL # 1 111MITReference o SCALE: I"= F-0' Corner Q_ 6: Lu m O j } 40.8'WIDE (ZONE 4) Z 3.6'WIDE —1 3.6' WIDE Lu (ZONE 5) (ZONE 5) Z 04 N 04 2 N N N Q 6'-1 5/8" 1 V-10 3/8" 12'-0" 12'-0" 6-0" °- O O O O O cY) LOO I- O O O z 0 1 F-10 1/2" 12'-0" 12'-0" `� 1 1'-10 1/2" 1'-0"VENTED SIDEWALL OVERHANGS 7 00 0 I ll ;o 00 I I C 1'-0" NON-VENTED ENDWALL OVERHANGS NORTH ELEVATION � U t a i J W ROTATE 90° S4 3.6'WIDE z _ A ® (ZONES 2 &3) (ZONES ID2&3) (10 35 -9 : 1s"REl I 351-911rL Lu - 18"R ® 18"R 18"R 18"R 18"R 18"R co rV 31'-2 1/4" — Lu D IL Z ;o ~ r L6 Z N S 4,OoF O ui c� CL O :...0 � > o_N Q 24"R 3.6' WIDE 3.6'WIDE 23'-7 1/2" 6 . (ZONE 2 &3) 12 W U p 23'-7 1/2" ° 24"R (ZONE 2&3) 6 �— � F 30"R 30"R� 18"R 30"R 18"R T#16 GABLE TRIM �_ 41) E ( � `o B I r W W Z S3G (ABOVE) 2Q r __j O S 5 12 2.5 = O HI-RIB STEEL SIDING W 36" 4'R 30"R 30"R m 12'-1 1/2" 12'-1 1/2" T#21 CORNER TRIM O 30"R 1 18'R 18'R 24 T#167 TRANSITION TRIM S1 HI-RIB STEEL WAIN x M N SCOT m � p p T#167 BASE TRIM w 3'-10 3/4" z O O O ° TYP OF 4 Z w = 18"R '0 24"R 1;18"R © 24"R 18"R 0 18"R18"R 18"R 18"R �O 28.8 WIDE (ZONE 4) 28.8 WIDE (ZONE 4) Q V) 0'-0" 18"R 0-0 3.6' WIDE 3.6'WIDE 3.6'WIDE 3.6' WIDE C14 04 (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) :0 18"R 18"R 18"R 18"R 18"R 18"R `a 18'-0" 18'-0" LTJ 18'-0" S ❑ ❑ ❑ ❑ ❑ ❑ ROTATE 900 bo 0 I O 0 A I I I _ � Z - 1 S4 ' -" WEST ELEVATION c° `o PORCH COLUMN 8'-10' 8'-9" 8'-9" 8'-9" 8'-10" (o LOCATION DIME (ZONE 2) EAST ELEVATION 3.6' WIDE 3.6'WIDE O 00 N co I (ZONE 2 &3—)-� (ZONE 1) (ZONE 2 &3) (ZONE 3) I T#8 RIDGECAP(D (ZONE 2) BUILDING COLUMN I I I I LOCATION DIMENSIONS1 1' 10 1/2 2'-0 10'-0" 12'-0" 1 1'-10 1/2" (ZONE 3) 5"O.G. GUTTER HI-RIB STEEL SIDING COLUMN PLAN LEGEND ......1'7......I......I I .......I ........ o T#6 AND T#167 �0 N M d' S"O.G. GUTTER ❑ - 3-2x6 LAMINATED COLUMN LOCATION #21 CORNER TRIM ® - 3-2x6 LAMINATED STUB COLUMN LOCATION - 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK COLUMN PLAN T#167 TRANSITION TRIM FIBERSTEEL WALKDOOR(S), IN SWING, LEFT HINGE WITH LOCKSET ® HI-RIB STEEL WAINSCOT DRAWN BY.' JCD 0 - 3068 WALKDOOR♦ - (2) 4072 METAL-CLAD DUTCH DOOR LEFT SWING WITH ALUMINUM .DQa T#167 BASE TRIM DATE: 6/17/2014 YOKE GUARD CHECKED BY: MURPHY F4-1YOK0 GUARD METAL-CLAD DUTCH DOOR RIGHT SWING WITH ALUMINUM DATE: 07/10/14 - 28310 ANDERSON DOUBLE HUNG WINDOWS W/TEMPERED SAFETY GLASS r- 40.8'WIDE (ZONE 4) REVISED DATE: ---- ® - 28310 ANDERSON DOUBLE HUNG WINDOWS 3.6'WIDE L 3.6'WIDE © - 28310 ANDERSON DOUBLE HUNG WINDOWS W/ PIPE SECTION (ZONE 5) (ZONE 5) REVISED DATE.' ---- - (2) 12'-0"x 9'-4" DOUBLE SLIDING DIAMOND "M" END DOOR(S) WITH GLASSREVISED - 4'-0"x 6'-0" DIAMOND 'M' SINGLE SLIDING LOFT DOOR W/ GLASS 6'-6" 1 1'-6" 12'-0" 1 1'-10 3/8" 6'-1 5/8" DATE: ---- REVISED DATE.' -- - (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE FUNCTIONAL - _ - , W/ 18" 4220 CFM FAN Q o 00 0 �, ®F NES - 1/2" HEAVY DUTY THERMAX (ROOF ONLY) o �0 00 0 co 0 SO - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS co 18"R - 18" DIAMETER FOOTING WITH 21"THICK CONCRETE 30"R - 30" DIAMETER FOOTING WITH 21"THICK CONCRETE ROUGH OPENING SCHEDULE •oz• PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF SOUTH ELEVATION 1 �J- - '� �.• PRECAST CONCRETE COLUMN AROUND EXPOSED PRECAST CONCRETE COLUMN AROUND EXPOSED UNIT SYMBOL WIDTH HEIGHT REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN FROM LEGEND ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST 38 1/4" 81 n`Fni�r " }� CONCRETE COLUMN. PLACE CONCRETE BELOW AND CONCRETE COLUMN. PLACE CONCRETE BELOW AND .rU� ?e VERIFY VERIFY ABOVE BOTTOM OF LOWER COLUMN IN ONE ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. OPERATION. �3 46 3/4" 80" 24"R - 24" DIAMETER FOOTING WITH 21"THICK CONCRETE 36"R - 36" DIAMETER FOOTING WITH 21"THICK CONCRETE ® 46 3/4" 80" b-7114 PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF 0 VERIFY VERIFY PRECAST CONCRETE COLUMN AROUND EXPOSED PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN VERIFY VERIFY 2' 8' ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST 0 VERIFY VERIFY SCALE: SCALE:AS NOTED CONCRETE COLUMN. PLACE CONCRETE BELOW AND CONCRETE COLUMN. PLACE CONCRETE BELOW AND V 4' 16' ABOVE BOTTOM OF LOWER COLUMN IN ONE ABOVE BOTTOM OF LOWER COLUMN IN ONE SHEET NO.-7 OPERATION. OPERATION. S 1 OF S / OFFICE.' CUTCHOGUE, NY JOB NO. 128-039110 TRUSS SPACING 8'-9" O.C. LIVE LOAD 20 PSF 2-3x5 12 DEAD LOAD 6 PSF PL. LIVE LOAD 20 PSF 5 1/8" 2-1/21 1'-10 1/4" DEAD LOAD 6 PSF 3x5 PL. °° CEILING LOAD 2 PSF 2-1/211 — ZXgTOP GHOR� WEB ° l'-10 5/8" TOTAL LOAD 28 PSF �),6' CEILING LOAD 2 PSF 1'-7 1/16"0009999 o TOTAL LOAD 28 PSF 6 1 2" °°° °°° ° 2)(6x8 5x1 PL. 2x6 LOWER CHORD 3x5 PL. ° LUMBER SPECIFICATION (2005 NDS for Wood Construction): 2-5x10 Lower Chord -- No. 1 - KID 19 or MSR 2400f-2.0E Southern Pine PL. LUMBER SPECIFICATION (2005 NDS for Wood Construction): 6'-10 1/2" Top Chord -- MSR 2400f-2.0E Southern PineLower Chord -- No. 1 - KDl 9 or MSR 2400f- 2.0E Southern Pine Web Members -- No. 1- KID 19 Southern Pine 6'-10 1/2" Top Chord -- MSR 2400f-2.0E Southern Pine Web Members-- No. 1- KD19 Southern Pine 6' PORCH FRAME TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): SCALE: 1/2" - l'-0" ASTM A-653, Grade A 20 Ga. and 18 Ga. where noted, 6' PORCH END FRAME TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): o galvanized steel Morton truss plates identified by a hexagonASTM A-653, Grade A 20 Go. and 18 Ga. where noted, stamped every 1 1/4" along the center of the plate. SCALE: 1/2" = l'-0" galvanized steel Morton truss plates identified by a hexagon U stamped every 1 1/4"along the center of the plate. 0_ N TRUSS/BRACING PLAN LEGEND , o i - 36' PLATED RAFTER @ 12'-0" O.C. w z - 36' END RAFTER s - 6' PORCH FRAME 8x8 PL. O Z a - 6' PORCH END FRAME 1 SIDE 0/ W ONLY ° ° ZO°°° 6x10 PL.iv _ V�, o CL °O° °O° V °°°° 6x10 PL. CY) LO 7 BUILDING RAFTER o 1 1'-10 1/2" r 12'-0" N 12'-0" c� 1 1'-10 1/ l'-1 1 1/2" 0°° 2" °O°• �M#I�� Z LOCATION DIMENSIONS -k 0.6.0 13x6 Lli 3'-8 1/2" 0°°0 1 A. U Lu 1 °ogee°,° 21'-1 114" J 1 1 1 TRUSS SPACING 12'-0" O.C. 13x8 P 13x6 LIVE LOAD 18 PSF 4'-10" 18G 1 A. 13x8 PL. J Z — I ° 8 GA. V) TT DEAD LOAD 4 PSF °°°°o ee°° 0 0 W_ A CEILING LOAD - PSF 6-b 6. F- 52 TOTAL LOAD 22 PSF 6x10 PL. °° LU 8'-9" ° °°° �� °° 6x10 PL. / 0 w101-1 0000 16 12 Q ..�..;::.o 6x10 PL. U 00000 D 11"100010 °°o°° U vil 6x10 PL. UJ � 'o LUMBER SPECIFICATION (2005 NDS for Wood Consttruction): 13'-9" °0°° F— "� Lam #1 --- No. 1 K.D.- 19 Southern Pine 0000°°°0 13x6 U `� Lam #2--- No. 1 K.D.- 19 Southern Pine 1 A 1 L1 J 15'-8 1/2" 00000 W F— 2 00 0000 O 15 1/2 TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): LLJ = O ASTM A-653, Grade A 20 Ga. and 18 Ga.where noted, 17'-8 1/2" ® ® ® galvanized steel Morton truss plates identified b,y a O 0 hexagon stamped every 1 114" along the center of the plate. 19'-8" rvolo o Qo z o CD Z w = W o o O O 3 p 2x8/2x10 PLATED RAFTER (36' WIDE BUILDING)SCALE: 1/2"= V-0" O NN 3 8 ZQ PORCH FRAME I I I I LOCATION DIMENSIONS 8'-1 1" 8'-9" 8'-9" 8'-9" 8'-1 1" ON i b �0 �- 00 N co I �. 2.. 1 5/8" 2x6 END BAY PURLIN NOTCH DETAIL 36' - 2x12 (NO. 1 SYP) (1) 0.135"x 1 1/2" R.S. NAIL IN EACH RAFTER � TOP TAB OF CLIPS (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN x4 BLOCK 2x6 END BAY OVERHANG PURLIN DRAWN BY.• JCD F-.�. TOE NAIL OVERHANG FRAME � ( 36' -2x12 (NO. 1 SYP) DA TE.* 6/17/2014 TO 2x4 BLOCK WITH RAFTER CHECKED BY. MURPHY • I I (1) 16d R.S. NAIL EACH SIDE o HEADLOK .19"x6.0" FLATHEAD LAG SCREW j • I • I (ICC-ES REPORT ESR-1078) DA TE.- 07/10/14 9-20d R.S. NAILS ;; 2x6 PURLIN c o -TE. - PER CONNECTION � �� o o REVISED DA --- (7) 20d R.S. NAILS o REVISED DATE., ---- OVERHANG FRAME RPF1ER REVISED DATE. -- 3-2x6 FULL HEIGHT COLUMN NAILED TO RAFTER 5I IP END RAFTER AS SHOWN FASTEN TO 2x4 OVERHANG L-NAILER Pp�� REVISED DATE., ---- 6d R.S.HEADEAND FRAMING MEMBER I NAILS INTO EACH END COLUMNTH 10PG�oN�Vb • w1EMBER 2x6 FASCIAco ��• ��. S(��`° • 3-2x6 CORNER COLUMN 1 0.135"x 1 1/2" R.S. NAIL IN EACH3�, a SIDE TAB OF CLIPS NOTE: V-0" END OVERHANG SHOWN ` ,� • i DETAIL B SCALE: 1 1/2"= V-0" DETAIL A 2x6 PURLIN CLIP DETAIL 2x6 END OVERHANG DETAIL o? , 14 . 14 SCALE: 1 1/2"= V-0" SCALE: 1 1/2"= l'-0" (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= l'-O" 2' 8' SCALE: SCALE.-AS NOTED 1' 4' 16' SHEET NO. S 2 OF S 7 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. (DT RID E AP 128-039110 SADDLE CUT LINE (BEVEL CUT 45°) 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 12 6-5 1/8" CONDITIONS MAY REQUIRE MODIFICATIONS. 16 2.) CONCRETE FLOOR NOTES: 1 a. 3500 PSI, 5 1/2 BAG MIX CONCRETE 1 3 FLUOROFLEX 1000 HI-RIB STEEL@ b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM L ----- 1/2"x5 1/2" M. BOLT DISTANCE OF 10' PLUS OVERHANG WIDTH BEARING BLOCK DETAIL (4) 20d R.S. NAILS c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING IF DECK INSTALLED 2x6 BEARING BLOCK MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL (SEE DETAIL) INTERMEDIATE SADDLE DETAIL ° BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT 6'-1 1 1/4"' d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS _ 2xl0/2x8 PLATED RAFTER (2) (NO. 1 SYP) 17-4" 19'-4 1/4" TO GRADE TO GRADE CENTER DECK LOADING: 2x6 PURLINS (NO. 2 SPF) 24"O.C. LIVE LOAD 80 PSF HEAVY DUTY THERMAX DEAD LOAD 10 PSF NOTE: 12 SIDEWALL DECK LIVE LOAD TOTAL LOAD 90 PSF 12 (2) 1/2"x5 1/2" M. BOLTS & o 6 INCREASES LINEARLY FROM 20 PSF 6 (4) 20d R.S. NAILS U . � TO 80 PSF AT INTERIOR COLUMN 2x6 BEV. PURLIN Q_ N 2x10 NAILER FASTENED W/(6) 20d R.S. NAILS 6" MESH M 7 T#6 &T#167 TRIMS ° 2x4 BLOCK (RIPPED) 2x6 BEV. FASCIA a_ w 2x6 (2100 MSR SPF) ADDITIONAL PURLIN 2-2x10 HEADERS (2400 MSR SYP) 7/16 OSB SHEATHING ° (2) USP MPAIQQ (1 1) 20d R.S. NAILS PER JOINT SEE S5 FOR m & 15 # ROOFING FELT FRAMING CLIPS GUARDRAIL o T#1404/T#146TTER O Z is 6" PORCH FRAME (2) 2x10 HEADER (2400 MSR SYP) USP JH2O JOIST HANGER DETAILLu SOFFIT is is z FASTEN W/ (1 1) 20d R.S. NAILS FASTENED W/ (20) 0.148"x 3" 2-2x12 HEADERS (2250 MSR SYP) 2x6 PURLINS @ 22"O.C. (21 00 MSR SPF) l0d) COMMON NAILS SOFFIT/HI-RIB CAP ( O USP JH2O JOIST HANGER ( (10) 20d R.S. NAILS PER JOINT 2x4 L-NAILER v i9 QQ USPJDS26S PURLIN HANGER 2x10 JOISTS @ 16" O.C. (NO. 1 SYP) 3/4"T&G PLYWOOD DECKING 1/2"x5 1/2" M. BOLTlz V RAFTER IN COLUMN & (6) 20d R.S. NAILS A LE 7 12 2x10 JOISTS @ 16" O.C. (NO. 1 SYP) LAMINATED COLUMN Z T#178 2.5 2x6 BEV. FASCIA T#144/146 TRIMS 7/16" OSB 1._9.. 9" (R-30) BATT INSULATION 2x6 BLOCK U 1 1 5" O.G. GUTTER 2x4 DOUBLEJ W TOP PLATE 5/8"GYPSUM WALLBOARD < 2x6xl4.5" HEADER SUPPORT (3) 2x6 LAMINATED COLUMN W/ADDITIONAL 2x6 J 2x4 DOUBLE TOP PLATE TREATED LAMINATE FOR HEADER SUPPORT TO V-0" Z SOFFIT l< BLOCK W/(l8) 20d R.S. NAILS BELOW GRADE V) 2x4 SOFFIT SUPPORTS 1/2" PLYWOOD (3) 2x6 LAMINATED COLUMN @@ USP JH2O JOIST HANGER (3) 2x6 LAMINATED COLUMN W/ADDITIONAL 2x6 TREATED L1J E-- SOFFIT/HI-RIB CAP (R-19) 6" LAMINATE FOR HEADER FLUOROFLEX 1000 HI-RIB STEEL KRAFT FACED SUPPORT TO V-0" 2x10 HEADER (2400 MSR SYP) BATT INSULATION 1/2" PLYWOOD >< BELOW GRADE Z ''? 12'-0" FASTENED W/(10) 20d R.S. 3-2x6 LAMINATED COLUMN u ,o GRADE TO HEEL "' ~ NAILS 6" (R-19) KRAFT FACED (2) ROWS 2x4 (2100 MSR SPF) VERTICAL lxb BATT INSULATION ®(3) ROWS 2x4 (2100 MSR SPF) L-NAILERS @ :Iiu C - : T#39 COLUMN ..., O ; L-NAILERS T&G PINE u COVER U 3-2x6 LAMINATED COLUMN VERTICAL 1 x6 T&G PINE LLI U 8'-4" 2x8 UNTREATED T&G �•`'o 2x4 STUDS 8'-1" SPLASHBOARD ©2x6 NOTCHED (2100 MSR SPF) L-NAILER �.— @ 24"O.C. 2x4 STUDS @ 24" O.C. < T#167 TRANSITION TRIM — 1 1 3-2x6 LAMINATED COLUMN W F— o FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT J W/ 2x6 TREATED LAMINATE 2x4 BOTTOM PLATE J � (20) 1/4"x 2 1/2" 2x4 BOTTOM 01/2"TREATED PLYWOOD PROTECTIVE LINER = p FOR HEADER SUPPORT TO PLATE (2) 2x8 TREATED BASEBOARD (1) ROW TREATED 2x8 W POWER LAG (20) LAG WASHER HEAD x 2 1/2 (20) 1/4 1'-0" BELOW GRADE W/ 7/16" O.S.B. SHIM T&G SPLASHBOARD r' ' ' m U WASHER HEAD YELLOW ZINC SCREWS YELLOW ZINC SCREWST#167 BASE TRIM 6" CONCRETE FLOOR O ° m O Y' 2 •l• 1., 1.L V 4" MIN. COMPACTED GRANULAR BASE* (1) ROW 2x8 TREATED SPLASHBOARD W 2x4 TREATED 6'-1 1/2" STIFFENER FASTEN TO 300M BRACKET W/(6) #14A x 1 Z 2x8 TREATED &2x4 TREATED 1/2"MILLED SCREWS 11-i = BASEBOARD W/ 7/16"O.S.B. SHIM 300M BRACKET FASTENED TO MFS W/(2) Q V) 21"THICK CONCRETE PAD(2500 PSI MINIMUM). HUS-P 6x40/5 SCREW ANCHORS w 4'-0" 4'-0" 2x4 RIPPED TREATED BLOCK 4-0' 4-0" 4'-0" (- 20" BELOW BOTTOM OF PRECAST CONCRETE MFS PRE-CAST CONCRETE COLUMN °.ea COLUMN AROUND EXPOSED REBAR CAGE AND O °a 3/4"x14"THREADED ROD WITH AN ADDITIONAL I1-1 0 MINIMUM 1"ABOVE BOTTOM OF PRECAST d'° a CONCRETE COLUMN. PLACE CONCRETE BELOW ° ' e °• ' —, °d ° n ° d AND ABOVE BOTTOM OF LOWER COLUMN IN ONE < : ° °e ♦ " 21' THICK CONCRETE PAD(2500 ' ' • • •' ° Q 21"THICK CONCRETE PAD PSI MINIMUM). 20" BELOW BOTTOM z OPERATION. (2500 PSI MINIMUM). 20" 18 30 OF PRECAST CONCRETE COLUMN 36" 30" 18" BELOW BOTTOM OF PRECAST AROUND EXPOSED REBAR CAGE CONCRETE COLUMN AROUND AND 3/4"x14"THREADED ROD WITH EXPOSED REBAR CAGE AND AN ADDITIONAL MINIMUM 1"ABOVE 3/4"x14"THREADED ROD BOTTOM OF PRECAST CONCRETE WITH AN ADDITIONAL MINIMUM 1" COLUMN. PLACE CONCRETE BELOW CROSS SECTION A ABOVE BOTTOM OF PRECAST AND ABOVE BOTTOM OF LOWER CONCRETE COLUMN. PLACE COLUMN IN ONE OPERATION. SCALE: 1/2" = V-0' CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 6-1 1/2" 12'-1 1/2" 1 1'-6" 12'-1 1/2" 2x6 UPRIGHT 3x4 TRACK BLOCK 51 M TRACK 2x8 TRACK GIRT STALL/LOFT TROLLEY HANGERS 1 1/2x2 BLOCK @ T#74 T#71 TRACK COVER 5-10" PANEL (PANEL WILL LAP HEADER APPROX. 3/4") eDRAWNBY.1 JCD APPROX. 5/16" DATE.' 6/17/2014 2x6 BLOCK W/T#33 CHECKED BY.' MURPHY 5x6 PRECAST CONCRETE LOWER COLUMN 5-8 1/4" 5-7 1/2" 5'-6' TOP OF 2x4 SHOULD BE DATE.' 07/10/14FLUSH W/TOP OF 2x6 COLUMN INSTALLATION REVISED DATE.' ---- 3/4" ADJUSTMENT ROD REVISED DATE.' ---- W/BASE PLATE 1. INSTALL PRECAST CONCRETE 8x8 NAIL PLATE BE SURE NO GAPS COLUMN W/ADJUSTMENT ROD & OCCUR BETWEEN RAFTER REVISED DATE. ---- UNDISTURBED SOIL BASE PLATE IN THE AUGERED •'' HOLE. 12 3/4" DECK REVISED 6 2. PLUMB PRECAST CONCRETE pt U COLUMN IN BOTH DIRECTIONS 2x6 BLOCK I A co .• Q• ;a 2x10 RIM JOIST + z T#71 TRACK COVER •O ?.•;;'. •• .. . : ;,`;.'.. 3. ADJUST HEIGHT UP OR DOWN 3-2x6 UPRIGHTS ,d WITH ADJUSTMENT HEX ROD RAFTER 9'-4" 51 M TRACK 2x10 (2400 MSR SYP) 4V 3x4 TRACK BOARD — (5)1 1/2"X0.135...0 R.S. TO GRADE TRACK GIRT 4. POUR READI-MIX CONCRETE INTO NAILS PER SIDE i(10) TOTAL 3-2x6 FULL HEIGHT 1 1/2x2 BLOCK &T#74 THE HOLE AS SPECIFIED. LAMINATED COLUMN (BEYOND) T#23 JAMB TRIM 5. BACKFILL AND COMPACT THE 6/12 PEAK CONNECTION DETAIL APPROX. 5/16" .-7 LOWER COLUMN COLUMN TrLPACE AROUND THE 2x10 TRACK GIRT TO BE NOTE: 0 / , �� O GRADE WITH SOIL SPLICED @ JAMB COLUMN ISOMETRIC AUGERED FROM THE SITE. LOCATIONS ONLY SCALE.-AS NOTED SLIDING LOFT DOOR SECTION B SHEET NO. SCALE: 1"= l'-0' S3 OF S/-7 OFFICE: FLUOROFLEXTM 1000 HI-RIB STEEL CUTCHOGUE, NY 6" HEADLOK SCREW 1/2" HEAVY DUTY THERMAX JOB NO. GABLE PURLIN FLASHING T#16 GABLE TRIM 4 — 2x6 PURLINS @ 24"O.C. >> 128-039110 T#8 RIDGECAP (NO. 2 SPF) 2x6 FASCIA 6-5 1/8" T#194 TRIM SOFFIT HI-RIB/SOFFIT CAP TRIM io 2x12 RAFTER (NO. 1 SYP) FLUOROFLEXTM 1000 HI-RIB STEEL o C 6-11 114" 19'-4 1/4" 174" 3-2x6 FULL HEIGHT LAMINATED COLUMN TO GRADE TO GRADE _o 12 6� N o• M w m o O Z ° SEE S5 FOR w Z GUARDRAIL ( O DETAIL v CL zf2-2x12 HEADERS (2250 MSR SYP) (10) 20d R.S. NAILS PER JOINT 3/4"T&G PLYWOOD DECKING z 2x10 JOISTS @ 16" O.C. (NO. 1 SYP) 1 I 1 (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD J l 1 2x6xl4.5" HEADER SUPPORT r ZINC SCREWS J z BLOCK FASTENED W/ (18) 20d R.S. NAILS 2x6 L-TRACK GIRT W STALL FRONT PIPE SECTION 811 W 2x6 TOP PLATE W/ R4 ANGLE 2x6x10'TREATED COLUMN SUPPORTS ADDITIONAL 2x4 NAILER EACH SIDE OF COLUMN EXTEND FLUOROFLEX 1000 HI-RIB STEEL FROM LOFT LOCATION TO 10" FINISH GRADE OLLi BELOW GRADE 3-2x6 LAMINATED COLUMN �/ �,,.,, 0 2x4 (NO. 2 SPF) NAILER (3) 2x6 LAMINATED COLUMN 300M BRACKET FASTENED TO MFS W/(2) �. U U HUS-P 6x40/5 SCREW ANCHORS 4'-0" (7) ROWS UNTREATED 2x8 T&G SPLASHBOARD (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO (2) 2x6 STUDS (SPACED EQUALLY) 9'-4" 300M BRACKET W/(6) #14A x 1 1/2"MILLED SCREWS w U 2x6 (NO. 2 SPF) NOTCHED NAILER <. e eMFS PRE-CAST CONCRETE COLUMN /_ � T#167 TRANSITION TRIM 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 1 1 1 Z (12) ROWS UNTREATED 2x8 T&G SPLASHBOARD 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN w FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT _ a AROUND EXPOSED REBAR CAGE AND 3/4"x14" _l F— O (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 'J = 0 24" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. m ! 1 YELLOW ZINC SCREWS 1/2"TREATED PLYWOOD PLACE CONCRETE BELOW AND ABOVE BOTTOM OF v o T#167 BASE TRIM (1) ROW TREATED 2x8 T&G SPLASHBOARD 4' q LOWER COLUMN IN ONE OPERATION. Q 2x8 TREATED N&G SPLASHBOARD XENDWALL SECTION D 0 2x6 TREATED BASE PLATE 6" CONCRETE FLOOR Z m 8„ (2) ROWS TREATED 2x8 T&G SPLASHBOARD SCALE: 1/2" = V-0" CD :,.,1�...•;,.,•' ... w..::,;.... ,.:.tea 1n ..4.., ..\^ ::Y.:;Y,: :Av a •:.•\r.... .. ,.M: '' .:1.:•1.• �./ FINISH GRADE \• 1 300M BRACKET FASTENED TO MFS W/(2) Z HUS-P 6x40/5 SCREW ANCHORS V MIN. COMPACTED GRANULAR BASE♦ (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO Q w 300M BRACKET W/(6) #14A x 1 1/2" MILLED SCREWS MFS PRE-CAST CONCRETE COLUMN D `n 4'-0" 4'-0" 4'-0" 1 I 1 8 IV A as _� , e ae o d .• e. a a• ,' e, • ' < e. Z 18" 30" 30" SIDEWALL SECTION C SCALE: 1/2"= V-0' 12" Ilk MEMBER #1 MEMBER #2 5/4x6" BLOCK 6" 6" NAIL PATTERN PLAN VIEW (2) 2x12 BEAM (2) 2x12 BEAM ATTACH MEMBER #1 TO MEMBER #2 WITH 1O . R.S. GUN NAILS @ 12" O.C. AT TOP AND FASTEN HEADER TO COLUMN FLUOROFLEXTM 1000 HI-RIB STEEL 2x6 UPRIGHT (2) 2x10 BEAM BOTTOM EACH SIDE OF BEAM. SET NAILS 2" WITH (10) 20d R.S. NAILS FASTENBY.' JCD FROM TOP AND BOTTOM OF THE MEMBERS. FASTEN HEADER TO COLUMN ATTACH MEMBER #1 TO MEMBER #2 WITH IOd . ' WITH ( ) 20+d R.S. NAILS 6 2x6xl4.5" BLOCK WITH R.S. GUN NAILS @ 12"O.C. AT TOP AND (18) 20d R.S. NAILS DATE: 6/17/2014 BOTTOM EACH SIDE OF BEAM. SET NAILS 2" CHECKED BY.• MURPHY FROM TOP AND BOTTOM OF THE MEMBERS. 6 2x6xl2"BLOCK WITH 2x4 RIPPED BLOCK 1 -O DATE: 07/10/14 • (5) 20d R.S.NAILS • REVISED DA TE: ---- 2xl OTRACK GIRT 2x4 RIPPED BLOCK 1'-0" 3-2x6 LAMINATED COLUMN REVISED DA TE: ---- • ' 1 1/2 2x6 TREATED FACEBOARD FOR HEADER SUPPORT. REVISED DATE. ---- T#71 TRACK COVER -2x6 LAMINATED COLUMN FASTEN TO COLUMN WITH 20d GUN NAILS REVISED DATE: ---- 51 M TRACK 1 1/2" @ 6" O.C. IN 1 1/2" IN FROM EACH EDGE. 3x4 TRACK BLOCK 9'-4" . TO GRADE U 1 1/2"x2" BLOCK & T#74 w"�;`Qi • ' � t T#23 JAMB TRIM 2x6 TREATED ADDITIONAL LAMINATE FOR HEADER w C-0 . Q SUPPORT. FASTEN TO COLUMN WITH 20d GUN NAILS 2x6 TREATED FACEBOARD FOR HEADER SUPPORT. •O (3) 2x6 FULL HEIGHT JAMB COLUMN (BEYOND) FASTEN TO COLUMN WITH 20d GUN NAILS @ 6" O.C. IN 1 1/2" IN FROM EACH EDGE. r 2x6 TREATED ADDITIONAL LAMINATE FOR HEADER W. 2x3 JAMB (BEYOND, @ 6" O.C. IN 1 1/2" IN FROM EACH EDGE. SUPPORM FASTEN TO COLUMN WITH 20d GUN NAILS S BOTTOM 2' TREATED) @ 6"o.c. IN 1 1/2" IN FROM EACH EDGE. NAILING FOR (2) 2x12 BEAM HEADERS �r, •` ;��4 SLIDING DOOR HEADER SECTION E NAILING FOR (2) 2x12 BEAM HEADERS (BEAM BUTTS TO FACE OF COLUMN) 0-� SCALE: V = V-0" (BEAM BUTTS TO FACE OF COLUMN) SCALE:AS NOTED SHEET NO. S4 OF S7 OFFICE: CUTCHOGUE, NY 12" 7-10 1/2" JOB NO. 1 28-039 1 1 0 1x8 RISER (TO COVER JOIST HANGER) HANDRAIL (ENDS SHALL RETURN TO WALL) 12" 3 1/2"MAX. 12 / 1 1/2" 6'-1 3/4" 34"to 38" 1 1/2"TO 2" DIAMETER LO HANDRAIL (ENDS SHALL ( 1 0 TOP OF CONCRETE 2x12 TREADS RETURN TO WALL) 34"TO 38" �.� `r FLOOR TO TOP OF 1x8 RISERS 2x10 RIM JOIST F FRONT 0- N FLOOR DECKING 3 2x12 STRINGERS 12 OF TREADS o. ( ) 3/4"T&G PLYWOOD:33/4"T&G PLYWOOD I roi 2x4 KICKER DECKING DECKING 34"to 38" + w 9'-0" m TOP OF CONCRETE 2x10 RIM JOIST 2x8 JOISTS @ 16"O.C. 7 3/g" HANDRAIL (ENDS SHALL BE � FLOOR TO BOTTOM RETURNED TO WALL)* O Z OF FLOOR JOISTS 2x4 DOUBLE TOP 2x8 JOISTS66O.C. (�/ Z 3'-8 1/4" 2x4 STUDS @ 16" O.C. PLATE JOIST HANGER TOP OF CONCRETE 1x8 RISER (TO COVER 7 3/8" HANDRAIL DETAIL Q TOP OF CONCRETE 3-0 1/4' JOIST HANGER FLOOR TO TOP 3'-0 1/4" 2x12 HEADER FLOOR TO TOP TOP OF CONCRETE JOIST HANGER 10 1/2' OF LANDING TOP OF CONCRETE 2x4 TREATED BOTTOM OF LANDING FLOOR TO BOTTOM 2x12 TREAIQD FLOOR TO BOTTOM PLATE FASTENED TO 1x8 RISERS OF JOIST CONCRETE W/ OF JOIST (3) 2x12 STRINGERS 1/4"x2 3/4"TAPCONS 2x4 TREATED KICKER 73/8 LLj °" °. ♦'p t• a °. ♦'P �• LLJ .. • .. .. Y ..♦ a ., l '•! ata �%.'.3;,..••,:'.".:.'. r ..,..:'. :a..1:.:Vii. .rr•:...•'^� 4 •:{�4 ..aY� 1 •Ft n L:' �.tr. z 4'-5 1/2" u lo UPPER STRINGERS LOWER STRINGERS Z :w `" STAIR CRITERIA UPPER STRINGERS O ��^InU 10 RISERS @ 7 3/8 = 6'-1 3/4" 9 TREADS @ 10 1/2" _ 7-10 1/2" ry LOWER STRINGERS W Utn "<o 6 RISERS @ 7 3/8"= 3'-a 1/4" 5 TREADS @ 10 1/2" =4'-4 1/2" L-SHAPED STAIR SECTIONS F J LJLJ_ o SCALE: 1/2"= Y-0" 2x4 BLOCK (RIPPED) W 0 2-2x12 HEADERS (2250 MSR SYP) m U 2-2x10 HEADERS (2400 MSR SYP) rvol*, o USP JH2O JOIST HANGER x 3/4"T&G PLYWOOD DECKING z m 2x10 JOISTS @ 16"O.C. (NO. 1 SYP) 2x4/2X6 HANDRAIL `r D °' 2x10 JOISTS @ 16"O.C. (NO. 1 SYP) LC-"-.)7 7/16" OSB Lu 1;7 1/2"' 42" N W 8 2x4 INTERMEDIATE RAIL (3) 2x6 LAMINATED STUB COLUMN TO —� 19 1/2" TOP OF HEADERS. NOTCH COLUMN @ HEADER --J 2x6 KICK BOARD LOCATIONS. FASTENED TO HEADERS W/ (8) 0.177"x 4 1/2" (30d) R.S. NAILS z ° 2x10 JOISTS (NO.1 SYP) @ 2-2x12 HEADER 16"O.C. >< 9'-4" 2x8 UNTREATED T&G GUARDRAIL SECTION SPLASHBOARD SCALE: 1/2" = l'-0" (1) ROW TREATED 2x8 T&G SPLASH BOARD DRAWN 8Y: J C D DATE: 611712O 14 4'-0" CHECKED 8 Y: MURPHY DATE: 07/10/14 REVISED DA TE: ---- 21"THICK CONCRETE PAD(2500 PSI MINIMUM). REVISED DATE: ---- cd 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4" REVISED DATE. ---- THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 24" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. k,,REVISED DATE: ---- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. Np SECTION G moo• •o . SCALE: 1/2"= 1'-0' A . �.4 ��;,� -1'• 1 r, a� SCALE:AS NOTED SHEET NO. S50F S7 rOFFICE,.- CTCHOGUE, NY 2x4 BACKER ATTACH TO 2x6 #8x3 1/2"WOOD SCREWS @ 10" O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS ♦ JOB NO. BLOCK WITH (8) 16D R.S. NAILS. #8 x 3 1/2" WOOD SCREWS SPACED 7/16"OSB INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO AS SHOWN ABOVE TO AVOID DOOR 128-039110 SLOT DOWN. ATTACH EACH TO PORCH FRAME WITH USP MPA1 (4 1 FRAMING CLIP EACH SIDE WITH ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. INSTALLATION SCREWS 2x10 NAILER (6) #9 x 1 1/2"TRU-GRIP SCREWS AND TO 2x6 BLOCK HEAD FLASHING 7/16"OSB PANEL &2x10 NAILER WITH (6) #9 x 1 1/2"TRU-GRIP SCREWS 2x6 BLOCK CUT TO FIT TIGHT BETWEEN NAILER AND HEADER TOE NAIL WITH (4) 16D R.S. NAILS. FASTEN 2x6 BLOCK TO 2x4 BACKER WITH (8) 16D R.S. NAILS, STAGGERED. DOORJAMB 2x4 BLOCK. ATTACH TO 2x6 BLOCK 2"x4" ROUGH FRAMING WITH (8) 16D R.S. NAILS. ATTACH END PORCH FRAME TO 2x4 BLOCK WITH (8) 16D R.S. NAILS WALK DOOR JAMB DETAIL 2x6 BLOCK BETWEEN 2x10 NAILER AND END PORCH FRAME HANGS 1/2"OVER 2x10 HEADER. TOENAIL BLOCK WITH (4) EDGE OF PORCH CORNER COLUMN 16D R.S. NAILS .• k USP JH2O JOIST HANGER. ATTACH TO PORCH FRAME WITH (6) l Od 2 7/8"x .148" DIA. 7/16 OSB SHIM NOTE: OSB WITH 1-3/4" R.S. COIL NAILS GALVANIZED POLE NAILS AND TO 2x10 DOOR PANEL AND WINDOW PROTECTION HEADER WITH (2) #9 x 1 1/2"TRU-GRIP SCREWS END PORCH FRAME DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT HEAD FLASHING o 12" O.C. TOP AND BOTTOM & (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT PROVIDED OR INSTALLED BY MORTON 7/16" OSB PANEL♦ U GUN NAILS. BUILDINGS' INC. OR MORTON BUILDINGS' DOOR SLAB ci SUBCONTRACTORS AND ARE THE OWNERS N RESPONSIBILITY. o o 0 -1 2x10 HEADER OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR ♦ a— w PORCH FRAME ATTACHED BETWEEN COLUMNS FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM Oz pi W USP JDS26S PURLIN HANGER EACH WALK DOOR SECTION CD SIDE OF TRUSS * WINDBOURNE DEBRIS PROTECTION - WALK DOOR CL 2x4 BACKER ATTACH TO 2x6 BLOCK W/ (8) 16d R.S. NAILS Q� 2x6 BLOCK. ATTACH TO 2x4 BACKER1 1 1 2x6 NOTCHED END OVERHANG PURLINS J U_ 1 WITH (8) 16D R.S. NAILS, STAGGERED. i FASTENED TO END FRAME WITH HEADLOK #8x3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS SCREW 2x6 PURLIN W , i INTO THE 2"x4" ROUGH FRAMING. PRE-DRILL HOLES 10" O.C. IN WINDOW JAMB FLASHINGS TO ��,f ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B. SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOWry ♦ I-- ,�•-� 2x6 BEVELED FASCIA FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. 1 I 1 2x4 BLOCK. ATTACH TO 2x6 BLOCK i TOP CHORD O.S.B. SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW ♦ LL } 7/16" OSB SHIM o WITH (8) 16D R.S. NAILS. i OF PORCH FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. w i i FRAME O D _ U ATTACH END PORCH FRAME TO i HEAD FLASHING � U- 2x4 BLOCK WITH (8) 16D R.S. NAILS i r, r, ♦ HEIGHT 7/16"OSB PANEL Lu U p � '}n F— * NOTE: OF WINDOW U 2x6 BLOCK FROM BOTTOM OF FASTEN HANGER TO FRAME W/(2) 0.148"x 1 1/2"NAILS &TO PURLIN +1 FINNED WINDOW J 2x10 HEADER TO TOP OF FIRST ATTACH END PORCH FRAME TO W/(4) 0.148"x 3" NAILS L1J 1 1 ! Z NAILER COLUMN WITH (5) 20D R.S. NAILS F- Q PURLIN HANGER DETAIL w s SCALE: 1 1/2" - V-0" SILL FLASHING m U WIDTH Q Ox OF WINDOW ': zm C � FIN WINDOW SECTION c� z Lu = Q N W d N WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW w S WHEN REMOVING DEBRIS PROTECTION FILL HOLES WITH COLOR COATED RUBBER WASHER SCREWS. >- Z 1 1/2" WOOD SCREWS @ 10"O.C. AROUND PRIMETER OF WINDOW ♦ ♦ 7/16" OSB PANEL KEEP SCREWS A MIN. OF 4"AWAY FROM THE GLASS TO PREVENT #8 x 3 1/2" WOOD SCREWS @ 10"O.C. THE GLASS FROM CRACKING. FINNED WINDOW 5-8" ♦ (2) 5'-8"x2'-9"SHEETS OF O.S.B. SHEATHING 2x6 NAILER FASTENED TO OUTSIDE OF SHEATHING TO SECURE O.S.B.SPLICE. (FASTEN W/ 1 1/2"SCREWS 10" O.C. EACH SIDE OF SPICE) WINDOW JAMB FLASHING 2"x4" ROUGH FRAMING FIN WINDOW JAMB DETAIL 5-6" :2'-9" DRAWN BY: JCD DATE: 6/17/2014 CHECKED BY: MURPHY DATE: 07110114 REVISED DATE.- ---- REVISED DATE., ---- REVISED DATE., ---- REVISED DATE' ---- wQF ISE WINDBOURNE DEBRIS PROTECTION - DIAMOND "M" DOOR �� .� � °� CV14 FIESSv SCALE:AS NOTED SHEET NO. S60F S7 OFFICE: CUTCHOGUE, NY JOB NO. CUPOLA CAP ® 128-0391 10 GATE HOOK LOCATION DIMENSIONS FLUOROFLEX 1000 HI-RIB STEEL (4 HOOKS PER DOOR, 2 PER PANEL) 2x10 TRACK GRIT CUPOLA ROOF 2'-8 1/2" NOTE: GATE HOOK MUST BE FASTENED TO DOOR, NOT TO COLUMN LATCH HANDLE (BEYOND) 10 1/2 SCREW EYE (BEYOND) ° " I 2'-8 3/4" U . cv) � 10 N GRADE LATCH HANDLE (BEYOND) CUPOLA SIDE FRAME© w SCREW EYE (BEYOND) O z DUTCH DOOR DETAILS ° z ° o CUPOLA BASE FRAME ® O 2x4 CUPOLA BASE BLOCK 9 ! h 2x6 CUPOLA PURLIN 2x6RL TANDARD IN z S PURLIN L11 J Lu 1 2x6 PURLIN SUPPORT BLOCK 3-2x6 JAMB COLUMN 3-2x6 JAMB COLUMN V) / W I II I II F7_ RAFTER (BEYOND) W r 0 D II II OL SCREW EYE I I W U ar...Q U I I I I <n O I I I I CENTERLINE OF CUPOLA j 1 r4 J �o @ I I I 1/4"x4-1/2"MULTI-PLY TRUSS SCREWS W O LLI w I 2x4 CUPOLA BASE BLOCK ® O 3 I I 9'-4" W U � Lu I I DOOR HEIGHT I I m o u I I 1 1 ROOF STRUCTURE FASTENING SCHEDULE 2x6 STANDARD PURLIN p m 0 2x6 CUPOLA PURLIN 3 33 1 T#8 RIDGE CAP TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) � I I I I I I ( I I 2x6 PURLIN SUPPORT BLOCK 30 31 °- 2 HI-RIB STEEL TO 2X6 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.) Z 3„ i 9" � 9„ ) 9„ � 9„ ) 3 z 3 2x6 PURLIN CLIPS TO RAFTER (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS I I I I LLJ N 4 PLATED RAFTER TO SIDEWALL COLUMN (2) 1/2"x 5 1/2" M.BOLTS & (4) 0.177"x 4" (20d) RING SHANK NAILS I I I I 2x6 PEAK PURLIN Lu 5 PLATED RAFTER TO INTERIOR COLUMN (1) 1/2"x 5 1/2" M.BOLTS & (4) 0.177"x 4" (20d) RING SHANK NAILS I I I Q N Z I I I I RAFTER PEAK 1 1 1 0 WALL FRAMING FASTENING SCHEDULE 6 2x6 NOTCHED NAILER TO COLUMN (4) 0.177"x4" (20d) RING SHANK NAILS @ ALL LOCATIONS DOOR OPENING z 7 1/2" PLYWOOD TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS 8 2x4 NAILER TO COLUMN (4) 0.177"x4" (20d) RING SHANK NAILS @ ALL LOCATIONS 9 2x4 NAILER TO 2x6 STUDS (2) 0.177"x 4" (20d) RING SHANK NAILS 10 END RAFTER TO END COLUMN (9) 0.177"x 4" (20d) RING SHANK NAILS TY P. DIAMOND "M" SLIDING DOOR 11 2x6 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 12 HI RIB STEEL T NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-0" o.c.) NOTE: 12'x10' DOUBLE SLIDING DIAMOND "M" DOOR SHOWN. 13 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP DOOR SIZE MAY VARY, BUT GENERAL PRINCIPLE STILL 14 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE APPLIES TO EACH DIAMOND)"M" DOOR. < 7/16" OSB SHEARWALL - 15 OSB TO PERIMETER BLOCKS/ FRAMING 0.113"x1-3/4" RING SHANK COIL NAILS @ 3" o.c. RAFTER 16 OSB TO INTERMEDIATE FRAMING 0.113"x1-3/4" RING SHANK COIL NAILS @ 6" o.c. 17 BLOCKS TO COLUMNS 0.131"x3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3" o.c. 3'6"x3'6" Cupola - Functional or Non-Functional PORCH FASTENING SCHEDULE (2x6 Purlins) 17 & PORCH FRAME TO PORCH COLUMN (1) 1/2"x5 1/2" MACHINE BOLT & (6) 0.177"x 4" (20d) RING SHANK NAILS 18 USP JDS26S PURLIN HANGER TO PORCH FRAME (2) 0.148"x 1 1/2" (1Od) NAILS (ABOVE TRUSS LOCATION) DRAWNBY: JCD 19 USP JDS26S PURLIN HANGER TO PURLIN (4) 0.148"x 1 1/2" (1Od) NAILS DATE: 6/17/2014 CHECKED BY: MURPHY 20 USP JH20 ADJUSTABLE JOIST HANGER TO HEADER (2) #9xl 1/2"TRU-GRIPS SCREWS & (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT GUN NAILS DATE: 07110114 21 USP JH20 ADJUSTABLE JOIST HANGER TO PORCH FRAME (6) 0.148"x 2-7/8" (1 Od) GALVANIZED POLE NAIL REVISED DATE: ---- 22 USP MPA1 FRAMING CLIP TO 2x4 NAILER (6) #9 x 1 1/2"TRU-GRIP SCREWS REVISED DATE.' ---- 23 USP MPAI FRAMING CLIP TO PORCH FRAME (6) #9 x 1 1/2"TRU-GRIP SCREWS REVISED DATE. ---- CUPOLA STRUCTURE FASTENING SCHEDULE REVISED DATE ---- 25 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS O' t . � 26 CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS ®� ,P� �0 �G�0, c * ¢� 27 CUPOLA SIDES TO CUPOLA BASE FRAME #12X1"SCOTS SCREWS (4) PER SIDE (16) TOTAL a J. C)• 28 CUPOLA BASE FRAME TO CUPOLA BASE BLOCK #14x2 1/2" ZAC SCREWS (6) PER SIDE (12) TOTAL 29 CUPOLA BASE BLOCK TO CUPOLA PURLIN 114"x 4-1/2" MULTI-PLY LAG SCREWS (5) PER SIDE (12) TOTAL 30 PURLIN SUPPORT BLOCK TO STANDARD PURLINS (3) 0.148"x 3-1/2" (1 bd) RING SHANK NAILS """' 31 PURLIN SUPPORT BLOCK TO PEAK PURLINS (3) 0.148"x 3-1/2" (1 bd) RING SHANK NAILS (7 32 CUPOLA PURLIN TO TRUSS (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS 33 CUPOLA PURLIN TO CUPOLA SUPPORT BLOCK (3) 0.148"x 3-1/2" (16d) RING SHANK NAILS SCALE:AS NOTED SHEET NO. S7OF S7