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HomeMy WebLinkAbout37940-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 4/22/2015 No: 37524 Date: 4/22/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1100 Ruch Ln, Greenport SCTM #: 473889 Sec/Block/Lot: 52.-2-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/5/2013 pursuant to which Building Permit No. 37940 dated 4/16/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH THREE COVERED PORCHES PER ZBA DECISION #6594 DATED 10-18-2012 AS APPLIED FOR The certificate is issued to Pitman, William & Pitman, John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0018 11-18-2014 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37940 09-02-2014 04-16-2015 Hardy Plumbing A riz ignature (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37940 Date: 4/16/2013 Permission is hereby granted to: Pitman, William & Pitman, John 2 Coppell Dr Tenafly, NJ 07670 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as per SCHD approval, DEC NJ Letter, Trustee approval and ZBA approval, as applied for. At premises located at: 1100 Ruch Ln. Gree SCTM # 473889 Sec/Block/Lot # 52.-2-34 Pursuant to application dated To expire on Fees 10/16/2014. 4/5/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION -CO - NEW DWELLING $1,695.20 $50.00 DEMOLITION $310.00 �gu�nt� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37940 Date: 4/16/2013 Permission is hereby granted to: Pitman, William & Pitman, John 2 Coppell Dr Tenafly, NJ 07670 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as per SCHD approval, DEC NJ Letter, Trustee approval and ZBA approval, as applied for. At premises located at: 1100 Ruch Ln. Gree SCTM # 473889 Sec/Block/Lot # 52.-2-34 Pursuant to application dated To expire on Fees 10/16/2014. 4/5/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION -CO - NEW DWELLING $1,695.20 $50.00 DEMOLITION $310.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) ? Location of Property: l j 1) C) Ru -c-1 Q . r� o (Cl House No. Street Hamlet Owner or Owners of Property: _� C� 6'1 G - i ('C� o� Suffolk County Tax Map No 1000, Section f pb Block 02 Lot Subdivision Filed Map. Lot: Permit No. �Jq40 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ �(/ (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(@-town.southoId. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Pitman Address: 1100 Ruch Ln City: Greenport St: NY Zip: 11944 Building Permit* 37940 Section: 52 Block: 2 Lot 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat 1-ga Duplec Recpt 4 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches 4 Twist Lock Eat Fixtures TVSS Other Equipment 200a under ground service, modular house, NY State approval #19-58978, 1 -combination smoke/co detector Notes: Inspector Signature: Date: Sept 2 2014 81 -Cert Electrical Compliance Form.xls TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.Q. 1304" , 28 TOWN Ii,'.LL SOUTI-IOLD, N.7, 1 1971 . pI� j + i i APR 21 2015 I u, C it R T I F I C A T I 0 N Building P rmit No. � ' Owner, (please print) Plumber-�,g'��jy (please print) Date i I certify that the �Bo-Lder used- in the water supply system contains less than 2110 of 1% lead. 11 (plumber's signature) Sworn to before me t s day-of �' r Uotary :Publ'ic Nota*:, Pvh'.'ic, County STRAI�O NUMMY PLUX, 8t* of Nvw Yak No. O/ST8001493 Qualified in Suffolk County Commission Expires January 12 20zi OF SOUIy� • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATIO T [ ]ROUGH PLBG. [ ]FOUND ON 2ND [ ]INSULATION [ ] �FING /STRAPPING [ ]FINAL [ _FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: -e- DATE 11711 INSPECTOR OF 50(/l�,o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] ROUGH PLBG. ] INSULATION. ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) REMARKS: DATE 1-0 (3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 zfNISPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [Yj FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRICJNAL) REMARKS: 0 DATE �� � INSPECTORZ�7 Vo pF SOe3-7? Uj�o{o TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ --ROUGH PLBG..��-u.�s-,�-� 1 FOUNDATION 2�---� [ ]INSULATION [1,11FRAMING STRAPPING ]FIREPLACE &CHIMNEY [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (�G� ELECTRICAL (FINAL) REMARKS: -•-e �/� ��� DATE 1111 //15 INSPECTOR // OE SOUT,�,D6 . ly�ulmiN ��. TOWN. OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]'CAULKING REMARKS: r-- �/, 4, g t, L-1 h a — eD (e, DATE � J INSPECTORA- pf SOpT�o� , N iC TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-. [ ]FOUNDATION IST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ] INSU N [ ]FRAMING /STRAPPING [ INAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION I I RRE RESIs'rarrr coristRucnoH [ ] FIRE RESISTANT v¢NerRanow [ ]ELECTRICAL (ROUGH). [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE. INSPECTOR couMr,N OF SOUTHOLD BUI 765-1802 L -J DEPT. [ ] FOUNDATION IST . [.;]ROU" ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING DATE' / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: (631) 765-1802 FAX: (631) 765 - 9502 www.northfork.net/SouthoId/ Examined 2-00 Approved 289G� Disapproved a/c �1 Expiration 10b6, m6& -- BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. APPLICATION FOR BUILDING INSTRUCTIONS Contact: Mail to:SUFFOLK ENVIRONMENTAL P.O. Box 2003; Bridgehampton, NY 11932 Phone: (631) 537 — 5160 Date February 22, 2012 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 waterway. 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, 1 code, and regulatio , and to admit authorized inspectors on premises and in building for necessary inspections. (Sifnature of applicant, or name, if a corporation Suffolk Environmental Consulting, Inc. P.O. Box 2003; Bridgehampton, NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises JOHN PITMAN (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 1100 RUCH LANE ARSHAMOMOQUE House Number Street Hamlet County Tax Map No. 1000 Section 052 Block 02 Lot 034 Subdivision MAP of SHORECREST Filed Map No. N/A Lot N/A (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence b. Intended use and occupancy Residence 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition X Other Work 4. Estimated Cost $ 500,000 ± - Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use - N/A 7. Dimensions of existing structures, if any: Front 25' (max.) Rear 25' (max.) Depth 40' (max.) Height < 28.0' Number of Stories 1 Story Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 27' (max.) Rear 27'(max.) Depth 48' (max.) Height < 28.0' Number of Stories_ 1 Story 9. Size of lot: Front 50' Rear 50.71' Depth 185.80' 10. Date of Purchase N/A Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13. Will lot be re -graded YES NO X Will excess fill be removed from premises: YES NO X 2 Coppell Drive 14. Name of Owner of premises JOHN PITMAN Address Tenafly, NJ 07670 Phone No. (201) 569 —1328 Name of Architect RICHARD SAETTA Address 64355 Route 25; Southold, NY 11971 Phone No. (631) 765 - 4900 Name of Contractor N/A Address N/A Phone No. N/A 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent - Suffolk Environmental Consulting, Inc (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2013 Notary Public Matthew D. Ivans Notary Public of New York No. olIV6053859 t� Qualified in lk i°ff January Z � 20 / 1 County Commission Exp Signature of Applicant J BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7771 DATE: APRIL 18, 2012 ISSUED TO: JOHN PITMAN PROPERTY ADDRESS: 1100 RUCH LANE, SOUTHOLD SCTM# 52-2-34 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 18, 2012, and in consideration of application fee in the sum of $250.00 paid by John Pitman and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following; Wetland Permit to demolish and remove the existing one-story dwelling 1,020sq.ft. and appurtenances 230sq.ft. and construct new two-story dwelling 1,050sq.ft., front porch 70sq.ft., rear deck 130sq.ft.; abandon use of existing cesspools and install a new sanitary system; install two (2) drywells; and for the existing flagpole; with the conditions of the installation and maintenance of a 10' wide non -turf buffer along the landward edge of the top of the embankment; the installation of a line of staked hay bales with silt fencing prior to construction; and as depicted on the survey prepared by Peconic Surveyors, P.C. last dated April 12, 2012, and stamped approved on April 18, 2012. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �O�OguFFO��-coG S� b H TERMS. AND CONDITIONS The Permittee -John Pitman residing at 1100 Ruch Lane Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the ,following: 1: That the said Board of Trustees and the Town of Southold are released from any and. all -damages, or claims for damages, of suits arisiing directly or indirectly as a result of;any operation performed pursuant to this 'on -nit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and .the said Permittee assumes,10A liability with respect thereto,to the complete exclusion of the Board.of Trustees of the Town of Southold. 2. That This Pen -nit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for An extension may be made to the Board at a later date. 3. That this 'P&m—iif ,should be retained indefinitely;, or as long as the said Permittee wishes to maintain the structure orproject involved, to provide evidence to anyone concerned .that :authorization was originally,obtained. . 4. That the work involved will be subject to the inspection and approval of the Board or :its agents, and non-compliance with the provisions of the originating application may be cause' :for revocation of this Permit by .resolution of the said .Board: _ 5. That there will be no unreasonable interference with navigation as a result:of the work herein authorized, 6. That there shall be no interference with the right of the public to pass and repass along the. - beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in :• the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction 'to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project'herein stated without expenses to the Town of Southold. $, The Permittee is required to provide evidence that a copy of this Trustee permit has been recordedw'ith the Suffolk County Clerk's Office as a notice covenant and deed restriction Io the,deed of the subject parcel. Such evidence shall be ,provided within ninety (90) _ calendar days of issuance of this permit. 9.- That the said Board will be notified b the Permittee of the completion of the work y. authorized. 10. That the Permittee will obtain all other permits and consents that ipay be required . supplemental to this permit, which may be subject to revoke upon failure to :ohtain same. John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee September 17, 2014 Mr. John Pitman 2 Coppell Drive Tenafly, NJ 07670 pF SOUTyo� 4 � o s �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: JOHN PITMAN 1100 RUCH LANE, SOUTHOLD SCTM# 52-2-34 Dear Mr. Pitman: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 17, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #7771 for the as -built first and second floor covered porches (each +/-140sq.ft.); and to construct a set of 4'x3' steps leading to a 4'x4' landing to 4'x7' steps from first story porch to ground; and as depicted on the revised project plan prepared by John. Pitman, received on August 18, 2014 and stamped approved on September 17, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony! Brook A, ft '50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www.dec.state.nv.us Joe Martens Commissioner John Pitman 2 Coppell Drive Tenafly, NJ 07670 LETTER OF NO JURISDICTION TIDAL WETLANDS ACT April 10, 2012 Re: Application #1-4738-04103/00001 Pitman Property, 1100 Ruch Lane, Southold, NY SCTM # 1000-52-3-34 Dear Applicant: Based on the information you have submitted .the Department of Environmental Conservation (DEC) has determined that the proposed project consisting of the removal of the existing and construction of a new single family dwelling (SFD), accessory structures and roof runoff drywell structures is located landward of the topographic crest of the bluff in excess of 10 feet in elevation, shown as `Top of Bank" on the survey prepared by John T. Metzger L.S. last revised 2/15/2012, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for this particular project. Be advised, no construction, sedimentation, or disturbance of any. kind may take place seaward of the tidal wetiands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility necessary permits or approvals from other agencies or local municipalities. . Sin rely, usan V. Ackerman Deputy Permit Administrator GRZ cc; : BQH: TW; Suffolk Environmental _:Consulting, file of obtaining any BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 _ Office Location: CA Town Annex /First Floor, Capital One Bank O •A :O 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERIVIINATION MEETING OF OCTOBER 18, 2012 ZBA FILE: 6594 NAME OF APPLICANT: John Pitman SCTM#1000-52-2-34 and 1000-52-3-11 PROPERTY LOCATION: 1100 Ruch Lane (adj. to Arshamomaqe Pond) Greenport, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 17, 2012 stating that this application is considered a matter for local determination as there appears to be no significant ,county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP 'Coordinator issued a recommendation dated September 24, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a single family dwelling and a framed garage situation on the parcel noted as tax lot number 1000-52-3-11. The property has a private road (Ruch Lane) running through the middle of the parcel. The dwelling lot has 50.00 feet along Ruch Lane, 177.33 feet along the eastern property line, 50.71 on Arshamomaqe Pond, 185.80 feet on the western property line and the garage parcel has 50.00 feet on Ruch Lane, 150.00 feet along the eastern property line, 50.00 feet on the northern property line and 150.00 along the western property line as shown on the survey dated August 18, 2010, last revised May 15, 2012 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's August 7, 20.12 Notice of Disapproval based on an application for building permit for demolition and construction of a new single family dwelling at: 1) less than the code required combined side yard setbacks of 25 feet, located at: 1100 Ruch Lane (adj. to Arshamomaqe Pond) Greenport, NY. SCTM#1000-52-2-34 & 1000-52-3- 11 (both parcels are considered one lot). RELIEF REQUESTED: The applicant proposes to demolish the existing dwelling and construct a new two story dwelling with total side yards of 22 feet where the code requires 25 feet. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: Page 2 of 3 — October 18, 2012 ZBA File#6595 -Pitman CPM: 1000-52-2-34 &52-3-11 The Zoning Board of Appeals held a public hearing on this application on October 4, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law ,&267-.b(3)(b)M. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant is proposing to use approximately the same footprint and maintain the same square footage as the existing dwelling. The entire neighborhood consists of non- conforming quarter acre lots with non-conforming setbacks. The majority of the homes/cottages on Ruch Lane were built prior to zoning. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant could be achieved by some method, feasible for the applicant to pursue, other than an area variance, if the applicant used traditional stick-built construction where the, width ' of.the--proposed -new dwelling could be reduced. However, the applicant has chosen to construct a pre-fabricated modular home that cannot be varied in width to create conforming side yards on his non-conforming 50 foot wide lot. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 12% relief from the code, and the existing non-conforming combined side yard will be maintained. 4. Town Law §267- bW)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse 'impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The applicant proposes a new updated septic system in the front yard which will be an environmental upgrade. 5. Town Law §267-b(3)(b)(Q. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Dinizio, and duly carried, to GRANT, the variance as applied for, and shown on the survey dated August 18, 2010, last revised May 15, 2012 prepared by John T. Metzger, LLS and the architectural drawings by Personal Building Systems, Inc. dated 8/15/11 and labeled 2840-Prestige 2 story front elevation, rear elevation left elevation, right elevation, 1st story floor plan and story floor plan. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. s. . Page 3 of 3 — October 18, 2012 ZBA File#6595 - Pitman CTM: 1000-52-2-34 &52-3-11 Vote of the Board: Ayes: Members Weisman (Chairperson), Dinizio, Schneider, Horning. Absent was: Member Goehringer. This Resolution was duly adopted (4-0). f'4�f /rt� Leslie Kanes Weisman, Chairperson Approved for filing ldrl 2-12012 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.richertCaI own souNoIny us BUHi DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Zw 1AL XPdz er Date: Company Name: Name: License No.: �j r Address: Phone No.: 1 JOBSITE INFORMATION: (*Indicates req *Name: yJ *Address: A *Cross Street: *Phone No.: Permit No.: 17L Map District: 1000 Section: _ _ Block: A- Lot: _ *BRILF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: NO Rough in *Do -you need a Temp Certificate: (Ya/ NO Temp Information (if needed) *Service Size: 1 Phase 3Phase *New Service: R Additional lnformation MD 1E .82=Request for Inspection 100 150 20 300 350 400 Other FzwF_1M_"r of Meters Change of Service Overhead BLDG. DEPT. TOWN OF SOUTHOLD 9LVOP �G 3 d�SATown of Southold Sed & Rust Erosion, menttatian Storm -Water -off.. AENT FORM '... t+rioPErm t pG►tio MT.M � THE FOLLOVVINti ACTIONS MAY REQUIRB THS;StJt3lH1$S ON OFA , 1000 052 — 02 034 STO A ORADING, RRMINMAND IEROSION CONTROLTLAN . , CERTIFIEDWAVESIGH PR0 . O A -M OF YOR& $COPE OF WORK -. PROPOSED CONSTRiJCT'r[ON ITEM # /WORK ASSESSMENT Yes No Lt Es Wha**i:( Area at the Project Pa<oeb? ( ludo Total Area of 0 1 Wiq Oft Project Retain ;Aq Stonri; lb, W 0.21 acres ± the Scope of Work (Qr Pniposed) is F: a Generated by a Two I?'7 inch RaMrta__60q te? (Thlg item Ovral bteAude aq run-0If erected b etre, v X b. What t the Tod! Area of lend Gearing dearirrg and/o't�4taWcgat atm as weq ak aN endfoc `ttrnd voce tar tt projios < 0.2 acres Impravemenb aril the pertranteatiort. of constttJton ac6irgyt surfaces ) WIMP") 2 Qoes the Stte Ptah andlor s<uv y Stx r lUl..Pmpoced PROVIDE BR>EF pROi!<•C Y` AESGRti''T'CON 0 -06 -Ada% h, .. ttea.dj Item0 shag mdtde aq Proposed Grade Ganges and Applicant proposes to demolish & remove the existing Stopes Co� 8urfaoe Water`F'taW. $ � the Site Pian andlor SUNW' 4ecagW6 qts erosbn v sedtment'eon _ Pn �' aotit'r!ol arts erosion and stone Water disch8rges.. 'Ttds Rein must bti i�atntainel ttumrIjotRdyeEntire '4 Project Regte arty Land Figktg, G,rasng or tya�an where there is a cltatge � the'tJatura! X mtolvirQ rttwe than 200 CuWYerds _. of M6t6tw within any Parser? One -Story Dwelling (1, 020 sq. ft. ±) and appurtenances 230 s ft. ± , and construct a new i? ( q• ) Two -Story Dwelling (1, 050 sq. ft. ± `footprint'), Front Porch (70 sq. ft. ±). Rear Deck (130 sq. ft. , Poo abandon use of existing cesspools, install a new Sanitary System and install two (2) Drywells. 5 via gi1s AppUcaUon Ream Land Dis*Ing A �t r Encompassingsrt Area.in F.xoessof FiveThousand (5,000 S.F.) Square Feet of Grand Surfaoa? 6 is there a Natural Wetei botgsEs_tturtrttng through_ the ed wrHh the Trustees jtai$ditxivit ❑ — Site? Is this Prof ortivithfnOiteHttnd " otaVf►etiandor ted (100'}feet . Aaitewl nEC sifffi+Pa i{egtdre BubrNmbn of a SWPP ,, iepdked'fot ti'til .,'qh tt>�iott Beach? i6urtgs of one (1)or niona eei@s; 4mB or bss thy+ anm ace tlsat eta p3tt of a @atrrtx+n Pb+► that W!! ttaly�aoe ar moi ales orfand; 7 Wil there be Site preperallon on t6t>D Grade. Si9pes yyhigh ExceBd l 1Reen 1 W0 VergtxRlser7l illcfudirp Oottstrta�io� a UwoFtTng sal dEKittbah ot*s'of Ism then one (� acio vvhera (t0 Dis One Hundred(101r) of Hartmntal taatoa? tris ogG hea debraa+o0 a S lis regiri"d for tdaai' dkcharges (SVYpPP's`t3tmh aleft tha IdGrTatunttZiq�Gatdett� ortlte SPDESQenctol Peiititt fofsmta� w.r.r nfadtugaf bora ean:attelion.otivt4r trcmittto op4fo-0o.j 7r $ Wal t)rhrewtays, ParWng Areasottterieiviotis Suifac� be'Stoped ro Direct stoop=waterRtln-On 1.-YIte tf YIiPF� tie txepere4 fd` brUfe jtttjfaoi.f FTe tP De�ib►t inW endfor tn, ttt8 direcgon of A Towm , t 1017tte artant► a 2. t3WPPP dasgtba eto�iateadsedimfproortttot and poi oasrap> n fhaml vrs mi pry tit wlbi6el ttsQd a►dnor 9 WPI this Project Re9trite the t?loem of Nietetiai, Rerr oval Of Vegejago[i800 � Coma 6 any D wAt�uotod n�uoe trio paA�tta+ In frotm wa%rdls and to tgsuse _ �,d,et�ettdaa�.�.�� f�ri Within the Town► Right oYlray or Road $ttottfder ' Area?rnr:teaewrtuoTt�,6sebrmif+>ia,oro�•M•i� — +/�parab,wrs�m.r'arbee>roatrect, t�a n� req�e � v?ft'-0onatttbtlon s6�.yrai�rnneia pt�ftoo a at:toaaesn.+�n. Aw tttro�h if �+rnit. Cnedc W&rA. sax atd th. oorubnetlon stt. dldtat>a�ias tt � s,0do 8:r� a � A� a►.r.., . eOmpOfiettt thttN 60 PteAared by a t ,t'roksatOt _ l baq-3_, h tQewYaik f • +0. (>+t Fa9Non Cw of Im b ttY � �+t1 8�"d tarok b6 6mttltd be Rw.iv ikta to MY PirtaN fat fstald0?9mbb F flim p al4 a �Eeim�t8tt*rt (tit]?ts::htriedil�a+ktilandkr�or�idlGigtdonRrAdfor��nipF�itPo�p!QoM 51 IT-OFN1V ORK,_ SUFFOLK _ COUNTY SS BRUCE A. ANDERSON ig SUFFOLK ENVIRONIV1ENTALCONSULTING.INC._µ being ddysworn, deposes and says that he/she isdie applicant for Permit. (tuna w tnavidiai ag tmoa,o�etty AGENT Andthat he/she is_the......:.....:.:�......:..�........... ..» �. .. .. ....... ,..... - • totmw ",. "' CaiPaiale'o"Siotx, esc.) " Owner and/or teptesetmtative of the Owner or Owners, and is dilly authorized to perform or have performed the said worts and to make and file this applic�lr91 drat all statemen contained in ads are true to the best of his knowledge and.belieE; and Ihat the work will be performed in the trratrner set faith in -the appht�ton: riled li Srgam'tt; me ,, ,.:. ........%:... r.....:l..rlL .. .. 20 it ..... Notary Public �� .. ........ ... ........».. ....,. fire FORM - 06/10 1­11_N.o. 01 iV6053859 Qualified in Suffolk County Commission Expires January 22, 20i� Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President April 4, 2013 Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: Hunan Property Situate: 1100 Ruch Lane, Arshamomoque, NY SCTM#: 1000 _ 52 - 02 - 34 Dear Ms. Conklin, This Firm represents Mr. John Pitman, owner of the above referenced property, who is seeking all regulatory approvals to improve thereon. In order for lum to do so, Mr. Pitman has contracted us to obtain a building permit for the demolition of the existing building on the property, and the construction of a new Single Family Residence on die property. Consequently I have attached the following to satisfy the requirements for a building permit application: • Application for Building Permit from the Town of Southold. '/ • Notice of Approval from the New York State Department of State's Division of Code Enforcement & Administration. This includes relevant ResCheck and Stamped Plans for the building. • Foundation Plans & Deck Plans drawn and stamped by foseph Fschem, P.E. on February 28, 2013. • Letter of No Jurisdiction from the New York State Department of Environmental / Conservation regarding the proposed action on the above property. • Approval from the Suffolk County Department of Health Services in the form of stamped plans, dated March 19, 2013. • Approval from the Southold Town Zoning Board of Appeals regarding the proposed / activity on the above property, dated October 22, 2012. f • Approval from the Southold Town Board of Trustees regarding the proposed activity on the above property, dated April 18, 2012 • Stormwater Runoff Form prepared by this office. ,/ • Stormwater Pollution Prevention Plan prepared by Suff )11k Environmental Consulting, Inc. and Joseph Fischetti, P.E., dated Decembe 12 • e ons and Floor Plans prepared by Professional BuddingSystetns, Inc., last dated (' August 15, 2011. • Owner's Endorsement signe y o nn Pitman authorizing Suffolk Environmental Consulting to act as his agent. Thank you in advance for your attention and consideration in this matter. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. Sincerely, James/Laird cc. J. Pitman Stormwater Pollution Prevention Plan PITMAN Property 1100 Ruch Lane Arshamomoque, NY, 11971 Prepared By: Suffolk Environmental Consulting Inc. P.O. Box 2003 Bridgehampton NY 11932 (631) 537-5160 Joseph Fischetti, P.E. 1725 Hobart Road Southold, NY 11971 (631) 765-2954 December 12, 2012 Section 1: Project Purpose and Objectives The applicant proposes to build a second story addition on his existing one story dwelling. In order to proceed with this matter, compliance with § 236 of the Southold Town Code is required. This SWPPP complies with the performance standards set forth in § 236-13 of the Southold Town Code. The Town's Stormwater Code requires that site erosion, sedimentation and stormwater runoff control measures be appropriate for existing topography, vegetation and other salient natural feature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general conformity with natural topography, and retain natural vegetation and trees to the maximum extent practicable in order to create the least erosion potential and handle adequately the volume and rate or velocity of surface water runoff. No stormwater will be diverted to another property, or onto Ruch Lane, either during site preparation or after development. §236 of the Town Code establishes performance controls that are satisfied in this SWPPP. They include: 1. The appropriate control of erosion, sedimentation and stormwater runoff prior to, during and after site preparation and construction; 2. The implementation of appropriate measure for dust control during grading operations; 3. The protection of areas exposed by site preparation and during site construction with silt fencing; 4. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation, including timing of the stripping of vegetative cover and grading, so that no individual building site is stripped of its vegetation cover more than 30 days prior to commencement of construction through implementation of a reasonable schedule to minimize the amount of time for site clearing, construction and restoration. Section 2: Project Description Applicant proposes to clear subject property in a lawful manner, and then construct a single family residence, detached garage as well as a deck and pool. §236-10 requires that a Drainage Control Permit be obtained because proposed grading or stripping of the parcel in excess of 5000 square feet is proposed. In order to obtain a Drainage Control Permit compliance with the standards set forth in §236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Site Erosion /Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. dated December 12, 2012. The attached Site Erosion, Sedimentation and Storm Water Control Plan contains the following structural and non-structural erosion, sedimentation and storm water controls: ❖ Silt fence details, deployment and specifications, ❖ Temporary Construction Entrance ❖ Drywells for storm water control for all impervious surfaces Section 3: Contact Information 3.1 Owner: John Pitman 2 Coppell Drive. Tenafly, NJ, 07670 3.2 Contractor: Undecided 3.3 Responsibilities of the Owner Owner/Contractor shall be responsible for the following: 1. Maintaining compliance with the applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Management Practices (BMPs) in all areas of the site under its day-to-day control. 2. Maintain the cleanliness of Ruch Lane from construction related debris and sedimentation and implement storm drain inlet protection BMPs throughout the construction process. 3. Provide for adequate litter control. Control of construction chemicals and debris. 4. Provide for temporary erosion control as needed. 5. Suitably stabilize soils after construction by establishing permanent vegetative cover. The Owner/Contractor shall not store erodible or hazardous materials on the roadway. Section 4: Description of Soils Present at Site Soils found on the subject parcels consist of the following: HaB Haven Loam, 2 to 6 percent slopes 82.9% of lot area CpE Carver Plymouth Sands, 15 to 35 percent slopes 17.1% of lot area Plymouth Loamy Sand is the only soil type on the property. This soil is characterized by being very deep and well drained. Plymouth loamy sand has been given a K -Erosion Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The K -Erosion Factor indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter in the soil, as well as on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other Factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Haven Loam has been given a K - Erosion factor of .24. This places Haven Loam at the borderline between "Sandy" soils and "Medium Textured" soils such as silty loams. A K - Erosion factor of .24 demonstrates that while the soil is still resistant to runoff, it is a healthier, more complete soil. Carver and Plymouth Sands has been given a K - Erosion factor of 0.15, placing it on the lower end of the erosion spectrum, and as such, the dominant soil type on the relevant area is not highly erodible. Furthermore, both Carver and Plymouth Sands, and Haven Loam have been assigned T Factors by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T factor is an estimate of the maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. This rate is in tons per acre per year. The T factor for Carver and Plymouth Sands is 4 tons per year, while the T factor for Haven Loam is 3 tons per year. The importance of the T Factor is to show the potential damage to the on-site ecosystem through soil loss due to erosion. T values range from just over 0, to 5. The T values provided by the USGS show that erosion on the site is not a pressing concern, because each soil type can withstand a large amount of soil loss due to erosion, and still maintain a productive ecosystem. Even though the T Factors indicate that soil erosion is not a pressing concern for the on-site soils; This SWPPP seeks to minimize soil disturbance and soil loss, while applying best management practices (BMPs) including stockpiling of top soil, temporary soil stabilization, and seeding of all disturbed areas. Each of the soil types present on the property is also placed into a wind erodibility group by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). A wind erodibility group (WEG) consists of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are the least susceptible. In this case, the classification into a wind erodibility group is without import as the proposed use is for a single family residence, with no area being left without vegetative cover excepting that of the natural occurring beach. a J Section 5. Demolition and _Construction Phasing Plans and Sequence ' of Operations Demolition Phase I: ❖ Install a line of siltation fencing / staked haybales where denoted on Stormwater Pollution Prevention Plan attached at Appendix B. ❖ Delineate / stabilize construction access with a crushed stone driveway ❖ Commence Site clearing and grubbing as required Demolition Phase II: ❖ Commence demolition as required Construction Phase I: ❖ Start construction of house. Construction Phase II: ❖ After construction is completed, install drywells for the house and new sanitary system Construction Phase III: ❖ Remove silt fence at the and Southwest end of property Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6.1 Schedule of initial placement or implementation of erosion and sediment control practices Upon the issuance of a Building Permit, the owner will create a temporary construction driveway made of crushed stone. After the siltation fencing has been installed, any required clearing will commence. The contractor will then commence his demolition and construction of the proposed dwelling and its appurtenances, such as the detached garage, deck and swimming pool. After the residence is built, the driveway with accompanying drain will be installed, All excess concrete and other construction materials will be removed from the site and suitably disposed of. 6.2 Minimum time frames for continuance of erosion and sediment control practice The erosion and sedimentation control practices prescribed herein are to continue until all disturbed areas are stabilized. Stabilization is achieved upon the establishment of full vegetated germination in the construction area. Disturbed areas are anticipated to be fully stabilized by the fall of 2013. In the event that disturbed areas are not fully stabilized, the erosion control BMPs shall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan The Site Erosion / Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. December 12, 2012 and attached hereto at Appendix B. This SWPPP envisions the implementation of these temporary sediment control measures consistent with the standards contained in the §236 of the Town Code. In essence, disturbance over the land is minimized and any sediment laden stormwater would be controlled by strategic placement of silt fences. Ruch Lane would be similarly protected during construction. After completion of construction the full stabilization of disturbed lands will be achieved through plantings. The permanent solution is a structural upgrade for the site and a benefit to the town. Section 8: Site Map Section 9: Maintenance Inspection Schedule The proposed residential structure is to be owned/occupied. The owner/contractor is responsible for the implementation of this SWPPP. As such, maintenance and inspection will be continuous and ongoing throughout the construction process up to full vegetative stabilization of disturbed soils. Thereafter, the owner will insure that the structural runoff controls are maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All litter and waste materials will be collected and disposed into a dumpster. Only trash and construction debris will be disposed of into the dumpster. The dumpster will remain covered to prevent wind born dispersal of deposited materials. Once filled to capacity, the dumpster will be removed and replaced by a private carter. Waste concrete will be collected and removed from site by a private contractor upon completing the construction of the building foundation. Materials such as wood pallets and cardboard will be collected and recycled. 10.2 Control of construction Chemicals Waste materials including petroleum products, paints, solvents, and used oil filters will be stored in structurally sound and clearly marked containers. The containers will be kept separate from the litter and construction debris and disposed of in accordance with applicable regulations, which pertain to hazardous materials. Appendix A: SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc. on December 12, 2012 Appendix B: Site Erosion / Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, PE on December 12, 2012 SWPPP Assessment FORM: 03-12 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner -Agent -Coneakant-Contractor or Other (Circle One) Property OWNER. (If Different than Applicant) Bruce Anderson - Suffolk Environmental Consulting, Inc. John Pitman Address: P.O. Box 2003, Bridgehampton, NY. 11932 Address: 2 Coppell Drive, Tenafly, NJ, 07670 Telephorm#.631-537-5160 1Fax 0:631-537-5291 TeMphone#.201-569-1328 Faxlk E-Mag: bruce@suffolkenvironmental.com E-Mail: Property Address: 1100 Ruch Lane, Arshamomoque, NY Brief Description of Consanction Activity, Proposed Stractmal BMPs, Sort Stahali�tion BMPs, Protect Scope and/or Sequence of Construction .Activity'- S.0 T.M. # 02-03 1000 52 34.11 97kt 2_W Bbd( Lot (Provide Addidmgl Pep09 as NeCded) See Attach ed_Description -------------------- Name of Conh r and/or Contact Person Responsible for Irnplementaffen ofSwPPP: Same as Owner --------------------------------------------- ----------------•-------_--_------------- ------------- .----------- ..,---------_.._....------ -------------------------------------------- --- ---------------------------------- --------------------------------�--_--------_ Address' Telephone Telephone tk Fax Ik E-Mag: - m Naa of Persons Responsible for Installation & Maintenance of Erosion Control Practice: Same as Owner -------------------------------------------- ------.-------------------------------------- ---------------------------------------------- -------------------------------------------- Telephoned Fart# E-Mail• TotalAreaofAO 16,578 s.f. PrgectParcels: Total Area of Land clearing 5,000 and/orCiround DiaWrbanm- tsF.,amy teF. rw�F _-------------------------______---__--_—_--- Pro)ectDuration: Start End (Anticipated) 4 Months Data: 7/12 Date: 11/13 {wmceracew,deroayel ----------------------------------------- ---_ - WWII[ this Project Disturbefive (5)orMore Acres at ®= Any One Time During the Proposed Development? Yes No -------___.._____-----.----------------------- ----------------------------- .-__—_—___-----_ IfYES: Please AnwertheFollowingl a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site ® ® Ust the NAMES or desatptlon *fall Potentially Impacted Waterbodles andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No Ar Qmoque—Rond-----------------------.--- c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Sol[ StabalfzationMeasures ? Yes No-_--- d. Does the SWPPP Adequately Identify a Complete ® ® ------- _.....__..._..__.-_.--- -_..._....._,..------ .--------------- Project Phasing Plan 7 Yes No e. Does the SWPPP Indicate Additional Site Specific Status of Impacted waterbody: (eg. TMOL, M(d) Listed, Impaired-) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Invent and SWPPP Acceptance Form for Review ® ® Type of Impacted Waterbody: (eg. Lake, Creep, Bay, Pond, Sound, Freshwaterwetland_) CONNIE D. BUNCH by the Town of Southold ? Yes No STA1'F.OFNFWYORK, Suffolk o. COUNTY OF........................................... SS Qualified in Suffolk County Expires April 14, P14 Bruce Anderson Commission ThatI,...-......................................................................... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of Individual signing Domment) .......................................................... And that he/she is the .............................Agent... .................................................................. •(Oi-r� Contractor, Agent, Corporate dicer, etc.) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will he performed in the manner set forth in the application filed herewith. Sworn to before me flits- _....... day of................... . 20,B Notary Public........!) t �t�,�... y� .... & ................ • .......... ................ ........ �.................................... twe of Applicentj SWPPP Assessment FORM: 03-12 Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR C ERTM- CA'HON STATFAIENT O'dor to the, coT!.�en"r y,-*fieqwn�r-oFppOrq rmqst Identify ALL pontracto men; of qqn$trq0 on act!v.4 r(.�) and sub-contractors)that,will be responsl6leforinitilling, construdting, repairing, replaclng, lnspe nniand maintai(hingthevrosion and sediment control practices -included In'.theS WMPISAand the -contractors) and !ub-contrictor(s)'that -will be responsible'forc-onstructingthe- post-condtrucitlion stormwater-management. practices included in the SWPI'P. Ttio dw'00',and/or opeietol shall v each of thd-.,h#6ctors andlor s b.."o"J066t914 10WIf from "their company that Will Y6 t 6001410fdr-Impl6mbhUdidO of the 5WPPPThispOftqq shall ho knovir±i as, the A:iid tl*-A- the 0��bi a h trained . basis contractor , [d/ --to -$ 0 n...pf opera, F, fit 14 t Opo,tr6ined ;contractor t 010#tor $�Opsl 6 on a ally, basis 9P soli disturbance activities are beipp'perl'br-Med. the owner and/or operator shall have each otthe contractors and subcontractors, Identified above sign a copy of .thefollowingcertification statement bolowbetbre they commence ,any.construction.-acflilf - MiTTIPA coffif- that I uric �, any corrective ._Y cotlditioiis Wei SWPP and agree to ng understand 0 ON 10 POW—Oh. I� 0!#t) 4.040 d rP 4emo 'Con 0� of the ' RW''- construction activities and that -K Is unlawful for any person to cause or-contrIbUtelo'a violationof standards.'Furthermore, I understand thatcerfifying'&1se,'fixorrect or Inaccursie-tinf6rmation is -.a violation of referenced permit and the laws of the ttaie of New York and could subject me46 criminal; civil and/or Owner 4/4/13 NI I E" TILW' Oaf= Am in a 1, on providing the certification statement above, this .90 m4# also identify the specific elements of I.— 1 1. li�.. statement; I � , pa the S -,WP,- P-04hit each contractor and/or sub -:contractor responsible for. Specific SWPPP Element- ------------ I ------ ------------------- ------ ---- ------- (Piease basobe i6 1 ---- ----- ------------------------------ ----- NAME "and T&4t of the t'*11064 Ooritrqoor(O Pitman - john Owner 4!4/13 MPiemetttatlon ., NAME, address and telephone number. of the Contracting Firm; JR "M RNOOA -------------- i 100 kUCWLiie A%s!XeLqqqn Property Address and .*pNumber oft.h.ej4e:. s. AA <# 000. 52, 02 -341 The owner 19010100,001IM16-4hill: --- ttithAll.0000 lon'sta r ..a,c,,.temogs) to tko'ooy dutho' SWPPP'thot l§iO41fitAlned a# the construction s hired__.o irplemsnt Ide In tho sign-thO Ooffiiidattb Otatei0gh -AN provide the , 1-1 1 At -, .. t (5 business days, unless othervitse-notifledby the Departmerii. FORM 0342. Orin4pepuop paper fom�t Storm water Management Control Plan Checklist 91 : 03-12 T.O.S. "SWPPP" Preparation - Chapter 236 Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 For Department Use Only: 8'c:r.M. PrvpertyAddross: t000 REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS -(D ETAILS:+ oes the SWPPP Adequate) Provide for andlor Indicate the Following: 1 YES , NO N.A. , Explanation for NO or N_A. Plan Sheet Location (pg, 1. Drainage calculations a Stormwater.MPs yqslgnedto contain a Two Inch Rainfall on -Site. ---------------- 2 - Constructlon Phasing Plan Indicating Sequence of Proposed Activities. •Constructlon - 3 General Location Mar).-- --f�,®,�, ___._.___. .__.._._____..__ ._,..__---•-.-•- 4 Draiange Site Plan Drawn to Scale fa- t- the Inch or Iar�er Indicating the Following_ _ i i ®; �; _ Locatio�andDesajgUonofJ?ro_pertyB4undardes;._._-----•----____._._-..___,_.___.._. b� SlteAcreageL_____ 1�1 1�•-----.._______...__._..__.__.__ _ T _ _ _ _c_ All ExisUM Natural and/or Man Made Features on and within 50_of the Property Boundary, _ _i i "Eel -- -••- - -••- - - - --- - - - - - - - - - - -.- _ __ _ _ ._ _ _ _ . _ - _ ._ - d. Test Hole Date Indicating Soil Characteristics &Depth to Seesortal Fltgh Water Table; V ,- ...__ _. _. _. _ _,_ _ _ e. Contours lndloatingPropert�ElevationsSMln.2�; �- ; ; ;®i®�--- ___ ----- _ _..-.----.-___..----_-•_-- fotdradeBFntshForE�UonfExi'Ung_nd_Propo ------._..___ seStrucFres;--------- " '"CooatTon g: er;-^_ oti Wo'oc7ed%Geas1 Iso3ated5`rees wilfi a M(nimum �imerisfon of iB� Diamet-1 -_.7i: ...__.._._.._____'I�,�,Idyl^__^_____.__`____--__.._.........___-_•-.•___.. ..-_••_-____•___. S'o�l�"onservatlonl5fsfrTc�Solfffurvey__________........_____..___-___._-•---•-- iiii 5. Background Information about the Scope -f the Protect, Lcoation & Description of the Site, _.__.._--_ _ Proposed Changes to the Site and All Existing Development on the site .__._�..._f�lUm&C4V�rAerJ.t�jitgll�ii�9T9tel.�C9.g9i4„e.Rd_Qlsxu_rpanc��T91�SltQ.A[4;�;_.._____.._.._a 1 1 >_-------__.._--------••--•-------__.._-•----•------.-_...-•-•-•-•---•-- b. All Excavation, Filling, Stripping & Grading Proposed and Identified As to depth, Volume 1 1 , ®CO, R�_tJalureof�111ate.��.IR�L��----------••-____-•-_--------------•-•-•-----�10 ---------._-_.---------__._.---�-- y _ _c. ANAreasRegnlringplearing_end(,or NltfpgL_..___._--•-_--__..___.__ _______..���®��� .._.._.__._......-•--.._.__..___. ....__. ._ __,__.__-..._._ .- d. AIF Areas Where Topsoil is to be Removed, Stockpiled and where Topsoil will ultimately m __.___..._._.._.-- be placed; 1®1® r _ __------ -- eP e. All Temporar�r &Permanent Vegetation to be Placed on Site; m t ®� f. All Tem Storm Water Runoff rary &Permanent BMP Conti -I Measures Proposed_ _ _ ` ^ , �, , , [L71 [Ql The An-oipated Pattern of Surface Drainage Dudng_Periodsof 1'eak Rune, � [D f ®, ®L h. The Location Wal l�oads,'bdveways, Sidewalks, Patios, Structures-, OhliUes ether � � � � _ rmpro`vemenfs,'fndudfng - __ - -- -• - •_ •- m; ®; ®;- i emporary docess & �orisfn7ctlontagtng Areas; "_-_____._____-___.i i ,�j --_..______.-•------------___.__._..___.___.._ _-T,-TfieFls-TngWFinaltonEursanaor-gpotMiv.Wdhsoftfieske: ___._-•-------• 8. A Schedule of the Sequence for the Installation of All Planned So11 Erosion, Sedimentation � , , , , cM; ®� � & Stormwater Runoff Control Measures. f _d 7„_VDescxiptionofPolludonPreverrtias onMeuresthatwilibe'Im„plementedt�-Y---Jy_______^,._.._....._._...._� EF A Description of the Minimum Erosion & Sediment Co-ntrol PracUces to be Installed a,nd/or Implemented for Each Construction Lk vd that will result in Boll Disturbance._ _ _ _ 9. Description of Construction & Waste materials Expected fo be Stored -Site. . � , , , _..__- 1Q.�Ternporary&PermaneritSollStabF1k on Plan that meets the' CurrentVersfonofthe r 1 , ; ----^- -_.W ....________ ___.__.__ i i ®i ®i ___", ._•___ N - _ _ New York State Storm Water Design Manual Technical Standard. —i�f®I�i ------.._._...----..__--_-------_.--._..,....._..-- 11. General Site Plan and ConstructionDn3wirsforthePn�ect .._� CoHiro)Practicesyjmi�i®`�+Y^�------TM____^___ 'T 13--------------------- mDormPracticessMapetwillbeCon_veitedtoP rmariei�taoHiro)MeasuresSediment " Implementation Schedule for Sts/�inryry Temnnfanl Erosion Control Practice or BMP. i 1 �y--�11 r�--n 1 _. ___ __------- 14.- -^^--•'---.............---_._Fl.. ii___,1G �•.::Z....__-----'. ----......--_------------.__-_.---_._......---. ....--------_ '.,WEfra._._----.._.__.--4®,L.L-Y,[0)&--------------------------------------------------- 16. Maintenance Schedule to Ensure Continuous &Effective Operation of Erosion & Sediment Control Practices. Sediment ,.... ... .... ^_______-.___.______..__.._..._-..--------------,_-___,-__-----_-------� 1 1 r_----__.___._^ ..____.___ _^_.. _.--------------­--- ------^ 1B. Names of Potential Surface Waters of the State of Now York andlor MS4 that may be , , , , ' m --_-.--_ -Impacted •Im acted b Development __________-.._-_•-_.--____-----_4 1 1 1----------_-----.------____----_,___ _-___�Q____------------- EQ .W.--StormWater--ntrol Planlmelement-tion----siblllUesforEachpartofthe__ C, =0: Project Construction Site. : 1 , 1 _ ____________________..___-_-------_-.._---------_____..___-_-_-_-_---_-_--------__-__-,---_ 18. Allother ExistlnaData that Describes Storm WaterRunoffand/orNatural DrainageSwell sY_^_?m+ �[��®�__-'^_'__________. _____-.__ 18. IdeMiflcation of All Contractors} /Sub Contractors) Responsible for InstaUing, Constructing, Repairing. Racro Inspecting and MaIntalnin q the Erosion & Sediment Control Practices. Storm water Management Control Plan Checklist 91 : 03-12 1b DEC "SWPPP" Preparation - Chapter 236-19 Storm Water Pollution Prevention Plan Review Checklist Checklist # 2 (Additional items to be Included with' Checklist # 1 when Article III Is trigered.) For Department Use Only: ' s.c.T.M.M Property Address: 1000 Stock. REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i , , ,YES , NO , N.A. , Explanation for NO or N_A. Must be Approved try SMO Does the SWPPP Adequately Provide for and/or Indicate ttre Followin :) Plan Sheet , Location (pg. 1. Does a lanlndlcatean or owe Items Re ire C---n-i--- et __J i , -.._-�_- ._._ 2, Does the Plan Indicate and/or Show a Description of Each Post -Construction Stormwater _ Management Practice? -----_.._------_______-----------------•-•- 3. Does the Slte PiarUConstruction Drawing(s) Irrdlcate and/or Show the Location &Size of Each Post -Construction Stormwater Management Practice ? 4. Does the Site Plan/Construction Drayring(s) Indicate andlor Show Hydrologic & Hydreutic Analysis For All Structural Components the Stomiwater ®� __ ____------- - - of Magagement System• for Applicable Storms_? _ -, r , r---------------------------`-- -------------_ 5. Does the Site Plan/Construction Drawings) Indicate and/or Provide a Comparison of Post- ___ _ Development Stormwater Runoff Conditions with Pre -Development Conditions ? �. does the Site Plan/Construction Drewing(s) Indicate and/or Show All Dlmenslons, Material ' r r Specifications & Installation Details for Each Post -Construction Stormwater Practice ? 7. Does the Site PIanlConstruction Drawing(s) Inalcate-a MadrWriince Schedule 0 Fo7vid- id by r r , , the Constractor(s) to Ensure Continuous & Effective Operation of Each Post -Construction Stormwater Management Practice ? ___-____.._-_.___-_____-______-___________-._._..___-. _...__-.-..___------ S 3 i L_._.___'___.______'__---___________.-____--___ i Does the Sile Plan/Construction Drewing(s) Indicate and/or Show Maintenance Easements to ; ; Ensure Access to All Stormwater Management Practices at the Site forthe Purpose of Inspection and Repati - - -• 9: Does the Site Pian/Construction Drawing(s) Indicate and/or Show Inspection and Meintenance , , ®� Agreement(s) that are BindingonAllSubseguentLandowners ?-----------,-----___.ski r �.--•--•-•_•-•-•--•----- 10. For All Adivltles meeting the Threshold In 236-19(8)(1), the SWPPP shall be Prepared & Signed By a Professional In the Principles and Practices of Stormwater Management & Treatment Who Who Shall Certiythatt he Destpn Meets the Regtftments of Chapter 236__ ; ; __ 71. Does an Indicate and/or Identif the Ply All Potential Sources of Pollution whim may effect the , ,, , 10 i� Quality of Stormwater Discharges ? , t r r a-----------------._-.-.__-_-__ -___---____ 12. -Does the PlanProvtde-Daaumentatlon3upportlngtheDeterminetionofi4ppr'avatwitliRegard- i�ji®��, c None on the site. _.-_------_ ._ to Historic Pieces or Arch-----ResourcesthatIncludes theFoliowln�__-_________ , r , r ___.._______-__-___-__-._.__---___.___ __---------------------------------- -___---__- _-, , , a. Information whether the stormwater discharge or land development activities would have r , an effect on a property that is listed or ellglble for listing or etlglble for listing on the ; k0; i13 ®; ___---___..____ ____________________ _ State_orf� onalReglsterofMstoricPlgces;_ - ' ' ' '----------------------------------------------------- b. bf The Results of Historic ResourcesScreeninaDeterminationsthathavebeenCcnducted i[M11T�rl�1 ___________ o. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, i =, �, ®i - ' ' ' ' or Eligible for Lls!ft,-on the State or National R Isterof Historic Places; and WhereA�verseEffectsNlayOccrir,AnyWrittengreement'stnPlacewlthlheNY90ffice--i i i L ---------------------------------------------------- of Parks, Recreation and Historic Places (OPRHP) or other Governmental Agency to Mitigate Those Effects. TS. .-ADescrfptionoftheNoll(s)Presendafthe5Sfte,Inti'udingenlrjenfTficetlonofthe----------i i i r________ _______ _______________._____-------- ____-_-Hydraul[cSoII Hydraulic Soil,�I,®,IIII, _______. ______-. __ _ _____.. , __ ____ Qrvup------------------------------------------------ a_ 1 e. IdentificeUon of Any Elents of thegn thae iCnforncthe ' ' ' _____ .___ _ Design manual, Including Reasons for the Deviation orAltemative Design and a Description Eeutvaiency with technical Standards.--------------------------------- i i . i i ------ -_______ ------------ ___ i , r 1'------- ------------ 15. AHydrologicandHydraulicAnalysisforAllStructuralComponentsoh, '®� Stormwater Management Control System_ ____ _________. _______ -- iV W'15@@ FedWffii ry, wttE Calculations, oftiieSliing Crtterlathat'was llsedT6.15 esign -� ' '�-� -- �`�" -_ __ __ Practices. __ _ _ _-__ All Post -Construction Stormwater Management r__________ __ ___ ______._______ ___..____ 17 An Operetionsand Meintenance Plarithat Includes Inspectionend Meintenance -- � W , , , , _. -----__ Schedules and Action to Ensure Continuous and Effective Operation of Each Post -Construction Storm Water management Practice. Storm Water Management Control Plan Checklist # 2: 03-12 Storm water management Control Plan CheC10ISt 9 1 : 03-12 T.O.S. "SWPPP" Preparation - Chapter 236 Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 For Department Use Only: S.C.T.M. # Property Address: loon or�mu eedion 6,00k tat REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i J i i :YES, NQ N,A. Explanation for NO N.A. Plan Sheet Does the SWPPP Adequate) Provide for andlor Indicate the Foliowin : , or i Location (pg. 1. Drainage Calculations& Stormwater BMPs Designed to contain a Two Inch RaInfali On -Sit, Constructlon Phasing Plan indicating Sequence of P%posed Construction Adivities, I [�+ ®� ®1 _ _,_ _ _ _ •• _ _ _ _ _ _ _ __ _ ..... _ .. _ __. _ _ _ __ _ _. 3. General Location Map,_____ ,�,®I�i _ _ _ __ _ _ _ _ _ _ _ _. 4. Draiange Site Plan Drawn to Scale at Sixtr {&D')feet to the Inch or ikrggrIndicating the Following a_ Location and Descriptionof-propertyBo&!Aries;,-•____-•-__-.___._ _______,_____1�+ rml,®r-•_-._.__....__-•-__ _".__..._.._._-_-•-.__.____._._.__.___._..___.__.__,_. -- b: Site_Acrea,9e;�--_- •- _ _ ___-._ _ __ -•- -._ ___.__.li�i®i i-._-__._-_.-___ _ L CY All Exis4ngr Natural and/or Man Made Features on and within 50:of the Property Boundaryt_., + _ d. Test Hole Data Indicating SoP Characteristics & Depth to Seasonal High Water Table_ 1 E r [ 1® _ _ _ ___e. ContourslndicatingPro e. Elevations MIn.2'; i + i i,---=._-._----------.-•_--.-•---.-_-----------__..__._____._..___._ - - -- -• •••_ _ _ ._ _._ ._ _ __ __. _ _.._ ._ _ _ ..._ _ _._ .. _ _.._ _ ......_ .. _ _, f. Spot Grade &Finish Floor Etevations for Existing Proposed ._ __ _ ,_ _ _ .. _... _. _. _.._ and Structures; ocat,on o ood areas Isolated grass vlrrlFt a Minimum �i"mension o#'f8 Diameter, 1 � 1®1®r _ ._ _ _.. _ _ __ _ _._ Ir. Boils"onservatfonWsfridSs�fSurvey: - 1�, ,�,®, 5. Background Information about the Scape of the Pro)ect, Lacetion &Description of the Site, � � � ®� � � Changes to the Slte and 211 Existing Development on the site Including the Following. _ s r , s __Proposed _ _../til_I�&LRYQ��41,4iiL Ln9T9 1P .1?S>fI�RSl�� n�@$t i lX4t d;_ __ -_ '�1EMj---------- ---_ _„ ---- --- __-__ _----- _ -- - b. All Excavation, Filling, Stripping & Grading Proposed and Identitied•as to depth, Volume ��I Co It Mul __...._Netureotatgd@,l§hvo!y4d;_-------...._-----•--•-•---_____"I __._.._,__.._. c. All AreasRQW Kn9-PE11rtgenAl-gr GrubMITL..___---------.._-________----��lr®r®s _ - _. _ .. __ d. All Areas Where Topsoil is to be Removed, Stockpiled and where To r , r •-_ _._ _. __ _ _ _._ _ -_ ._ .. _ __ _ _ _ _ _ _ _ _ __ ._ _ ._ ps ckp Topsoil will ultimate! - y I10:[=I®1 , _ - -- -•- - - - - •• - .__ I t t AllTemporar�&Per_rnanerrtVeggt i tobePlacedan.Site;---_------_---_-- I®+ t®r®t All Temporary Runoff Proposed_ - f. 8 Permanent Storm Water BMP Control Measures _ , r r , __ , ^ , 1 r----------- -____.._-_-__________ g. The Anticipated Pattern of Surface Drainage During. of Peak Runoffi [D+ ®� ®L ____-._i'mprovements,fnc(uafrrg�hemporaryECccess�on`struc`GonS�ag�gAreas; mi®i®"--- "-L•`7fiesal-ngTFina'1*Fn Eu- rsanalcir-Spa -Efe`vatToi►softtiest�e:- _________-___...__--__-____------_.---_._.________________.____.___ 8. A Schedule of the Sequenl� for the Installation of All Planned Soll Erosion, Sedimentation _ & Stormwater Runoff Control Measures. P2qqdRftrLQf Fo-M-on Prevention Measures that will be Implemented. rm�[��(�]�__.:._.___.-_-_---•---___....__._...._-•----___.___.___._____.__........ - -- 8. A Descrlption of the Minimum Erosion & Sediment Control Practices to be Installed and/or Immlemerrtedfor ---- -----onstructio--a--Act-------llres----aElDis-------------M__-_I r � �------- ______. 9. 9. DesaipgonofConstruction & Waste matedalsExpectedtobeStoredOnSiie._ _�W___-__j� 10. Temporary &Permanent Soli Stab`i &ronPlan that meets the'durrenF Version of the!E0,1=1 i i ® s New York State Storm Water Design Manual Technical Standard. 11._�GeneralSftePlanandCo_----l-----on i-sfor -- pct--------_._--.---_-----_-lcmi®1[1ai--------__._-_-------_-_---_-„_„-._,...__ �--------------------- ---•-- ----•--1 r , r--------------_----_-.. 12. Dlmenstansy Material SQecifintLcns & Installation Details for At Erosion & Sediment Control Practices , �111 ®I r 13. Temporary Practices that will beConvertedtoPermanentconfrolMeasu_res._�__M_._..___.e®'- 14. Im�lementation3cheduleforSta�ingTemgorar,)r__ErosionControlPradlceorBMP. a��[Q��[�]�______ ____...._.... W___.______. 1s.- Mairiten'ance Sdiedule to Ensure dontfnuous & Effective 0peraUon of Erosion &---------- --- - Sediment Control Practices. Sediment 16. Names of Potential Surface Waters of the State of New York andlor MS4 that may be , , , , Im acted bV Deve merit 17. Delineation of Storm Water Control Plan Implementation ResponsibllRles for Each part of _______ _,_,...-.„__.---•--- ---Projitj-- etr----3lte.____-} _..__ _.. .._._ -------------------------------------------: r 1 , -_All 18. other-:dstingketathatDescrilmStormWaterRuno-ffand/orNaturalDraina„geSwales,_jam]+ �1®�----_---___.---------------------- --.--____ ___ ___-�_-�_��__�-R,�__...-..__ 18. IIdeMltication of All Contractor(s) / Sub -Contractors) Responsible for Installing, Consfruc9ng, r , t r Repairing. R aidn , Replaclng, Inspecting_ and Maintaining the Erosion& Sediment Control Practices. Storm water management Control Plan CheC10ISt 9 1 : 03-12 � Y 4%0 DEC "SWPPP"' Preparation - . Chapter 236-19 Storm Water Pollution Prevention Plan Review Checklist Checklist # 2 (Additional Items to be included with' Checklist # 1 when Article III is tdgered.) For Department Use Only: - s.c.T.M.t{: Property Address: 1000 DIWCI surae eWA REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i , i Does the SWPPP Ade uatei Provide for and/or Indicate the Followin :) ,YES 1 NO , N.A. , Explanation for NO or NA. Must be Approved by SMO Plan Sheet Location (pg. #) oes a tan indicate an or Show all Items Requi _ _ _- _ -1 n t Is Packet 2. Does the Plan Indicate and/or Shaw a Description of Each Post-Construction Stormwater 1 i i C� i I� i Management Practice ? _ _ 3. Doss the Slte Ptan/Canstructlorr Drawing(s) Indicate and/or Show the Location & Size of �, l� 1®1 Each Post-Construction Stormwater Management Practice ? _ _ _ _ _ _ _ .. _ _ _ _ _.._ . 1 i i i_ ......_ .. _ . _ chPost•-------•--------erM--•-----__- ------ --- - - - --• - _.._ _ .. _._ 4. Does the Site PIar,/Construction Drav�+ir,g(s) Indicate and/or Show Hydrologic &Hydraulic Anatysls ; r 1 _ _.._ _ .. _ ..,..... _ _. _. _ _ _ -_For All Structural Components of the Stormwater Management System for Applicable Storms 7 I -----• --r 1 i i--._._.._._.._--------- ----- ------------------ _....._._ ta' 5. Does the Site PIan/Constructlon Drewing(s) indicate and/or Provide a Comparison of Post- 1 ®1 ®�®, ' ' ' ' ' Development Stormwater Runoff Conditions with Pre-Deveto ment Conditions ? _ B. Does the S(te Plan/Gonstmctron Drawing(-s) �naicate and/or Show All Dlmenslons,�laterfai ( I Specifications & installation Details for Each Post-Construction Stormwater Practice ? 7. Does the Site Plan/Construction Drawing(s) Indicate a Maintenance Schedule Provided by r 1 , , the Constractor(s) to Ensure Continuous & Effective Operation of Each Post-Construction Stormwater Management Practice ? ' ' ' 8. Does the Sfte PIanlConstructlon Drawing(s) indicate and/or Show Maintenance Easemerds to 9 1 Ensure Access to All Stormwater Management Practices atthe Site forthe Purpose of Inspection and Repair? __._ _^----__-_-- _ __---_--•--•--__-----------__ __.. i 1 r-----------------------._•_____._._..._____.__ 9. Does the Site PlanlConstruction Drawing(s) Indicate and/or Show Inspection and Maintenance , , , , _-._.._.--__-_.. Agreement(s)�that are Binding onAli SubseuentLandowners ?_^_- 10. For All Activities meeting the Threshold In 236-19(8)(1), the SWPPP shall be Prepared & Signed By a Professional In the Principles and Practices of Stormwater Management & Treatment Who r lo, ®0 =11 11 Who Shall CertlythatlheDeslpnMeatstheRequlrementsofClrapter236,11 i __11 _._._________ -_. r r------------------------ ____.._._._.__---____»_-.._._.___ 11. Does the Pian Indicate and/or Identify All Potential Sources of Pollution which may Qualq of Stormwater Discharges ?®� _---•--------------------------- 1 , ---------------------------------------------- Does the Plan Provide Documentation Supporting the Detennlnatlon of Approval with Regard 1Q7p1®11�� None on the site. toHistodcPlaces orArcheological Resources that Includes the Followln�_-___-____....__I I ' -------" _..-- _... l 1 I I-------------------•--•-•-----------__---.•....___.---.-._.. a. Information whether the stormwater discharge or land development activities would have r 1 r 1 _.. an effect on a property that Is listed or eligible for listing or eligible for listing on the 110, ®;1131 _ .,__-_--.._____________________________ State arNational Registeroflilstorlcl'lease;_ ` ' ' '----------------------------------------------------- Resources b� TheRe_sultsofHlsta'deResourcesScreeningDeterminationstathavebeenConducted�� r1M1E=j=1 ___________ _ ___ _ _ _--------------------------_ . _„--__-__-_ _ ___-__..---------------- c. Description of Measures Necessary to Avoid oMinimize Advere Impacts Places Lsted,®i ' ' ' ' _ ----------. or Ellglble for Listing, on the State or National Reglster of Historic Places• and r-�d WhereAcrversiEfFectsWgZccur,Any�T1►rittenAgreemeWt 15lacewiltithgW Office -i i i-_._____ _.____.__.____..__ _ _-__..______.. .__.__ »_,_. of Parks, Recreation and Historic Places (OPRHP) or other Governmental Agency to Mitigate Those Effects. i i t i __________ 13.-_AOesixX06;fthi Yoll(s)Presentattfi 8tF9.1riciudinganlde;Katronofihe-----------i t i �------------------ `_______ ----------- Hydraulic HydraultcSollGroup-____-____a�i®i®i-.._-__________________________________-------------- t 4.- Idennficatlon of Any Elements of the Design that are not In Conformance with the U __________. Design manual, Including Reasons for the Deviation orAlternative Design and a Description i (M i ®i® of the Eeuivalency y!n technical Standards._ i i . i i "`'_""""_"-_._________________.___ ---� i 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the i[Oli Stormwater MenegemerttControl_jstem '®1®1 _� , ----------------------------------------------------- 16. A Detained Summary, with Celcui-atioris, otrtrie Sizing Crfter'la fhat was /lees 76,15 esign --- 1 1 All Post-Constructlon Stormwater Management Practices. ----------------------------- ----_ -_--------------------. .---------------------------------•-, , , r--------- 17. An Operations and Malntenance Plan that Includes Inspection and Malntenenca , , , , _. ____.. _ Schedules and Action to Ensure Continuous and Effective Operatlon of Each Post-Constructlon Stone Water management Practice. i Storm Water Management Control Plan Checklist # 2: 03-92 Town. of Southold Chapter 23.6. = Stormwater Management CONTRACTOR CERTMCATION STATEMENT Prior to the dommencement of'constit�ciion activity, the'owner or operator must Identify ALL contra*r(s); and sub-confractor(sj that`will lie responsible for fnstalling,,construdting, repairing, replacing, inspec j and maintaining the;eroston and sediment` control pradtices included In_e S1ArPPi?; and the contractors) and sub=contradfor(s) thatwill.be responsible' for -constructing the,post-construction stormwatermanagemerit, practices in n the SWPPP. The ovmor apii/or oPerator'shall have,each of the cQ i. .or$ and/or sup o tractors identify at IQast on!k person ffoni iheYt company that Will b&,responsibio for Implerrlentatlon of the WPM This: Persalt shall bo"o as, tho trained dontractor 'fhe owner sndior oper¢tor�hall ensure that at lea§t one %rained ,ntracXdr is} on site'ort a dally basis Wh00 solidisfurba#tce activities are beingperfoim The owner and/ar operatorshall have each of the contractors and subcontractors identified above, sign acopy of the.:fpilowinq certification statement below before they commence any.constructlon•acti4*. CERGAT'ION "I hexeby certify that I urltlerstand and agree tocotnply with the terms and condlpot>♦s Qf the, SWPPP anti agree to rpplemeint air correctn►e acticos idQrttified by the ggaldied inspbcto 01 'a site Jrispection i also understand tfjat the(ilrner or operatgr must,compfy with the terms_ and cohditlons of tha.rrlost torrent version of the Nsiy Ydrk $tate Pollutant D sch rge Elimination System ("SIDES"}general permit for o... rmwaier dischaugas fror I construction activles and that -h is unlawful for any person to cause or coritilbuteto a vlola8on of water-quaiity standards. Furthermore, I understand flint certifyingfalse,'incorreci orfnaccurais�lnformation is;a violation of the referenced permit an laws of the State:of New York and -could subject me -.46 vriminal, civil` andtor administrative. prOceelirigs.,^ _ LA c ..� Owner 4i411 3 oaf. CN ad op to provlding.the cerEiflcaEian statement.aliove, this page �xiust also IIdentifyilie specific elements of tEieYVPpP't`hat each contractor andlorsub= contractor.wlll be responsible for. Specific. SWPPP Element: -------------- --- - __ NaEdTi>�I:oftheTraMedcontrslKs) John PitmenOwner 4/4/13 reaporNz 61e fat OWPPP impiethentat[on; .. nnoc D NAME, address. and telephone:number of the.,bontracting flim; Jo_hR t-nJSD .- -- -- 110 Rwch Lary, Arsh�i orla guy _lY .-�-_ Property Addie and SuffQ1k Caur>ty f ax i sp Number of the:site; 00 Ruch L 11th,, Ar8har0t Qg4ez NY_.. .541A.+k 10w 52, 02:. 34 Theliw►ier and/or,; aperatorsheil attath.Nl certification statenleht(s} to tite.eof of tale $VIIPPP that is malritainesl of th+� construe o- o alta. if new or additionai corttractore aha ;hired to Wilpiiement itiea$ums iden`tffged lrti fife S."'PIR ftar 0o sir ciao�n has commenced, they must;also s7gtt the r rti icatipn sfateme and peovide thh Ktltere theepertrrepf of Ertviroptiebtstl Gonservatlrin r!euests a dopyf thg SPPI?' htspectlQn i owner and/or operafor shall submit theiocuments'ln both electronic {PDF only) and paper format (51.business days, unless otherwise notified bythe Department:. §WPP C0ftiiication Statement FORM: 0342• -3?1� 40 Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Faxes-7��/ja°�--- Bruce Anderson, M.S., President nn E C E� u E l NOV 2 5 2014 November 24, 2014 BLDG. DEPT. TON OF SOUTHOLD Michael Verity, Chief Building Inspector Southold Building Department P. O. Box 1179 Southold, NY 11971 Re: PITMAN Property Situate: 1100 Ruch Lane; Arshamomoque; Town of Southold, NY SCTM #: 1000-052 —02-034 Dear Mr. Verity, Enclosed herewith please find the survey for the premises referenced above stamped Approval of Constructed Works by the Health Department on November 18. 2014. gLSincerel , Bruce A. Anderson' Cc. J. Pitman (approval encl.) • Stormwater Runoff Form prepared by this office. • Stormwater Pollution Prevention Plan prepared by Suffolk Environmental Consulting, Inc. and Joseph Fischetti, P.E., dated Decembe 12 •---Ele ons and Floor Plans prepared by Professional Bud&uffSystems, Inc., last dated August 15, 2011. • Owner's Endorsement signed Consulting to act as his agent. authorizing Suffolk Environmental Thank you in advance for your attention and consideration in this matter. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. Sincerely, James. Laird cc. J. Pitman Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Bruce Anderson, M.S., President April 4, 2013 Ms. Pat Conklin Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: Pitrnan Property Situate: 1100 Ruch Lane, Arshamomoque, NY SCTM#: 1000 - 52 - 02 - 34 Dear Ms. Conklin, Fax: (631) 537-5291 This Firm represents Mr. John Pitman, owner of the above referenced property, who is seeking all regulatory approvals to improve thereon. In order for him to do so, Mr. Pitman has contracted us to obtain a building permit for the demolition of the existing building on the property, and the construction of a new Single Family Residence on the property. Consequently I have attached the following to satisfy the requirements for a building permit application: • Application for Building Permit from the Town of Southold. '/ Notice of Approval from the New York State Department of State's Division of Code ✓ Enforcement & Administration. This includes relevant ResCheck and Stamped Plans for the buildinz. • Foundation Plans & Deck Plans drawn and stamped by,joseph Fischetti, P.E. on February 28, 2013. • Letter of No Jurisdiction from the New York State Department of Environmental / Conservation regarding the proposed action on the above property. • Approval from the Suffolk County Department of Health Services in the form of stamped plans, dated March 19, 2013. • Approval from the Southold Town Zoning Board of Appeals regarding the proposed / activity on the above property, dated October 22, 2012. f • Approval from the Southold Town Board of Trustees regarding the proposed activity on the above property, dated April 18, 2012 Date - io A / /j V File # TOWN OF SOUTHOLD COMPLAIN T REFERRAL FORM Location of Complaint: 1100 �4 6, #--'T 01 Property Owner:_ Q�—�� Phone NATURE OF COMPLAINT: AG I IUN I AKIN: Optional: Complainant: By Phone Mail In Person Address Phone: Report Taken By Date Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: RAIN RUNOFF ..CONTAkWFJV T HOUSE �" -v 1145 s , l , 1/45 x'/ x 0.17 = 195 c�l. ,195122,3 & 9 W. PROVIDE 2 DWS- 9VO x- 5' deep FLOAT W000 DECK Hay Bale Stabilization o N � N1 . Crushed Stone Construction Driveway n1 L =. C1 N as' ndr'.r4 Siltation Fencing PPTMANPro Date: 12/12/2012 Y DOWNSLOPE SIDE OF FILTER ert :._ - k a' S�tuate1100 Ruch Lane; Southold, NY Draw n by: Jr� — 52 — 02 11SCTM # 52 — 02,,-- 34 & 1000 Comments: Adapted from the Survey o subject ProP , Y ecomc Surveyors on a� —asPrePare SUFFOLK ENVIRONMENTAL CONSULTING, INC. Joseph F i sc h ett i, P.E. P.O. Box 2003 • Bridgehampton • NY • 11932 (631) 537 - 5160 (phone) - (631) 537 - 5291 (facsimile) 1725 Hobart Road, Southold NY, 11971 ' Phone: (631) 765-2954 RAIN RUNOFF ..CONTAkWFJV T HOUSE �" -v 1145 s , l , 1/45 x'/ x 0.17 = 195 c�l. ,195122,3 & 9 W. PROVIDE 2 DWS- 9VO x- 5' deep FLOAT W000 DECK Hay Bale Stabilization o N � N1 . Crushed Stone Construction Driveway n1 L =. C1 N as' ndr'.r4 Siltation Fencing 1111 I I(I + 1FILTER FABRIC FENCE BALE BINDING (I I i lI COMPACTED BACKFILL \tIiI 11111 r +mow E.MimL 6 FR GARAGE Q 30Z �+! ZVI •USE 2" X 2" WOOD OR EQUIVALENT STEEL STAKES. oa. p- V' SUPPORTSTAKES' (2 PER BALE) STRAW BALES - INSTALLED CONTINOUSLY AGAINST SUPPORT STAKES' (� S' MAX. SPACING) DOWNSLOPE SIDE OF FILTER FABRIC FENCE k 1111 I I(I + 1FILTER FABRIC FENCE BALE BINDING (I I i lI COMPACTED BACKFILL \tIiI 11111 r +mow E.MimL 6 FR GARAGE Q 30Z �+! ZVI •USE 2" X 2" WOOD OR EQUIVALENT STEEL STAKES. oa. p- V' SCDHS Ref.# R10-12-0018 TEST BORING 76y12MI�onald Geosclence EL 16.5 0'C� Q — - 4A Dark Brown The locations of wells and.,cesspools 4� 'Q� Vy0ti : Loam OL shown hereon are from field observations \ 0.5' and or from data oblalned from others. �\�} �s .iC,Sj Brown Slit ML Therefore their locations and or existence SSS `rC.9 mss], 3' is not guaranteed.- �� O� '0 ' C Brown Silly Sand �0, O '�qA� with 10% Gravel c SM �,�� \ �• 0 S 61 `.���((( °° Brown line to Coarse / Sand SW \h 15.8 EL..T' ,o - Water In Brown Fine to Coarse Sand SW \ V X03 OAS (-C , \o\ "o �,� , \ �. R ��? / \ ti s. Q�v 0 IH. ° `Ca tip. h ri a : �• �' \�^ l � 04 O �P PROPOSED SEPTIC SYSTEM 2o F C •o° / pyo ,o° 4wv (4 BEDROOMS) 'y Ipo / P , ah �0 a o �' sso 1 - 1000 GAL. PRECAST SEPTIC TANK I - L EA CHING POOL 8'0 x' 12' DEEP W1 TH �' :- �.� 00 \ v 3' ABOVE COLLAR DSWA-TER TOM TO BE�� S/ SO sF OJO PROPOSED DWELLING TO DISCONNECT 4�' c Q< `SOD �`% '00,'� Q FROM EXISTING SEPTIC SYSTEM- G 6. 0, EXISTING H0 SE NOT SHOWN.HEREONcFo TO BE REMOVED Tq RAIN RUNOFF CONTAINMENT HOUSE' _ 1145 sq./j., h o• ��. <�C, .oq J145 :X'1 x 0.17 = 195 cu.lt. q PROVIDE 2 D'Ws' B'® x.5' deep � ., ! - Fig �� !' S�. • o 'sj�' HO USE aa54• ��' ,��' Fin.' Fir. e► 18.5 (, _• `\ R % ? . \ EL 17.9 Fln. Grade EL 17.4 Al p ��6. :'�• /1' MlN� /r 3 `V� • IE 16.3 0.5' IE ST. 16.0 15 51E.15.4 LP \ /� 'f GRouNo NATER EL 0.7 (Ntgdesl Expecledl 3' MIN. �\ SEPTIC SYSTEM CROSSE TIONCD 5 NO SCALE �Zv 00tV o 4'. �Q �•�E zo�F o P - o ,foo �`� SUR VEY OF PROPER �S s� �\ o 2�P _-co - . ARSNAMOMOOUE �' /op _ N TOWN OF SOUTHOL °°lvr°&R ..SUFFOLK COUNT Y,: N.. . @/ ,SEPTIC 'A' B' MEASUREMENTS 1000 — 52 02 - 34 � e� � T, 27' 17' 1000 - 52. 03 -�11 \` Scale.: 1 ' = 30 _ .. ti Aug 18; 9010 0, SepT.•I4,I ! 2b1 b ( HOuS ols)•.. Feb.lS, 2012 (re vlslons) March 13? 201? (revlslons) p Cl) to April 2 2012 (revlslons) C c April /4 2012(1evislons) T C- cs ;a -t May /5, 201.2 (revlslons) r L 1p o nj – a i'C D, 0 dune 21, 2012- (addlllon) ® 0 4 ®= ATH O J *7 OcP..7, 2013 (foundofon) "4� CD -i7 4 v =WETLANDS FLAG - �Q � © 0,-),R oo ;��7 MA��Y 23, 2014 (final) � � < �, ^> Oct. 23 20/4 (revisions /inall LANDWARD EDGE OF TIDAL .WETLANDS 'AS DELINEATED BY D LL ? o ��' N w SUFFOLK ENVIRONMENTAL CONSULTING, INC. AUGUST 8, _901 c*� „ J I Y O, I;—:;. m� a "1 ..i. `'. ' ' ^3 r^Jt fir;,, f'- -?i \ �o I am 'familiar with the STANDARDS FOR .APPROVA2; a , H 7 , �-� _ rn M ,.L AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDC and will abide b lh'e conditions set forth !herein a dnthe �? „ _ :-�i r�.� ; stn CD permit to construe/. FLOOD ZONES FROM FIRM n �; E5 36/ 03CO158H . cco n 1: c, p r ` 3 N. Y. LIC. M0.49618 ANY ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION �i�• •}t'� OF SECTION- 7209 OF THE NEW YORK STATE EDUCATION LAW. '� i!`c. 10. T'iy�, EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS G ` ` i r i1} PEC ' 1 S'tJRVE�YORS; P. C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREdF ONLY 1 (631) 765-5020 FAX 765-179.7-. IF. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE " SURVEYOR WHOSE SIGNATURE APPEARS HEREON. � v z► P. 0. BOX '909 1230 TRAVELER STREET ELEVATIONS ARE REFERENCED TO NAVD 88 0 ` G N SOUTHOLD, N. Y. 1197110-187 U SCDHS Ref.# RIO-12-0018 TEST BORING 67/ Donald Geoscience 210 O O EL 16.5 _ Dark Brown The locations of wells and :Cesspools : ��'O9i�S,S," shown hereon are from field observations \ , 0.5' Loom OL and or from data obtained from others. \\k �' S 9�i �C,p Brown Silt ML Therefore their locations and or existence 3' is not guaranteed. q � Q'O • eo Brown Silty Sand b9 �? �0. O �yA� wel. � 'With 10% Grove ` t SM q `SS 9' N4O Brown fine. to Coarse .Sand SW 15.8 EL. .7' '°•. Water !n Brown Flne to Coarse Sand SW 1T . ( Q ���- �v. �,� X03 °0 • 41 Aq p ; o OR -� H R O f� �'` o �' ,rya �:: �o co � G PROPOSED SEPTIC SYSTEM �'�o/c • .o° SON ,� oO���Cr ,O° • �wv y off. (4 BEDROOMS( ., •, R CP � `Sso �'\ Q' DK �h 1 - 1000 GAL. PRECAST SEPTIC TANK I- LEACHING POOL 8'0 X 12'. DEEP `WITHO�� w� 3' SAND GOLLAR,ISWJ 60TTOM TD BE `6�'�4� S �/ _ CD' p o0 3' ABOVE GROUND WATER �i S •aF. o � M� o 0 PROPOSED DWELLING TO DISCONNECT �J' Q /SO p/j` 00.'v FROM EXISTING SEPTIC SYSTEM, �Q �+1b 'i., _ O`er QJr s I VO o EXISTING HOUSE NOT SHOWN .HEREON a� .00 00. OjLE TO BE REMOVED p /' �s o�4 RAIN U RUNOFF CONTAINMENT�'OCiBZ/ �A 1145<% 3 7 x 0.17 ? 195 cFi.f�l. g, 4 135/22.+ 9 PROVIDE P DWr 6'0 x 5' deep �03� AO- O HOUSE N. C �� ��' Fin Fir. al 18.5 4,4 46 p EL 17.9 Fan. grade E.L. 1,7.4 OOP �•� pa,. .�s \ IE 183IE S7 03• GyyQO\� 15.5 1E 13.4 LP 12' \` G� a� P��, 03`h0 EL 3, 8' a OLAND WATER EL 0.7 ffghW m 3' "M rob SEPTIC SYSTEM CRO$SEC:TION p� o �� NO SCALE e 001owe 0� Q`o d �' • . `' \o AP •oo ...�'o°�Q�' SURVEY. OF PROPERTIES AT ,To ARSHAMOMOOUE . T. O \ 3e , ?/V1 • : C % TOWN OF SOUTHOLD \ °NTo�w SUFFOLK COUNTY, N Y. re, a 1000. - 52 - 02 - 34 \, 1000 - 52 -03- 11 Scale: 1" - 30' . f 1 Aug., 1b `2010 '•. SOT sa 0 �- Aug. 31,' 2010 (cesspools) q� SepT. /4, 201/ (PROP HOUSE( Feb./5, 2012 (revisions) q,t March13, 20/T, (revisions) April 4 2(evNa oP QF May 15, 2012 (revisions) 40TH /O -June 21, 2012 (addition) ' Oj�� Oct. -7, 2013 (foundation) v. = WETLANDS FLAG , LANDWARD. EDGE OF TIDAL .WETLANDS AS DELINEATED BY ll r SUFFOLK ENVIRONMENTAL CONSULTING, INC AUGUST 8, 20111 . I am% (dmlllar, with (the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the. conditions set forth therein and on the ^ `' permit to-construct. -- FLOOD ZONES FROM FIRM 36103CO158H ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION N Y.S: LIC. 1tf0.49618 OF SECTION- 7209 OF THE NEW YORK STATE EDUCATION LAW. ' , - EXCEPT .AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS PECON/C SURVEYORS, F. C. V HEREON ARE VALID FOR THIS MAP AND.COPIES THEREOF ONLY (631) 765-5020 FAX 765-1797 F. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. P.O. BOX ' 909 0 =l 8 6 1230 TRA VEL ER STREET ELEVATIONS ARE REFERENCED TO ,NAND 88 SOUTHOLD, N..Y. 11971 SCDHS Ref.# RIO -12-0018 TEST BORING byl2Mco nald Geosclence k ." '110 77 EL l 6 5 S �< sr Fo O,_ Dark Brown Loam OL Brown Slit ML Brown Silty Sand with 10% Gravel SM Brown fine to Coarse Sand SW Wafer In Brown Fine to Coarse Sand SW 0 . The locations of wells and,,Cesspools4oF shown hereon are from field observations , and or from data obtained from others. ��\r �� s �9�i �C,p Therefore their locations and or existence is not guaranteed.'� T �00 00 co EL,y .7' .0, Ar & q3 h O �o ' 0%0 Water Y -ST Be Inspected By Thi°` . � ufPolk Cour! Dept. Of Hea Services. Call 852-570 , 8 Hours In Ad To Schad InspecUon(s). PROPOSED SEPTIC SYSTEM l4 BEDROOMSI 1 - 1000 GAL. PRECAST SEPTIC TANK I- LEACHING POOL 8'0 x 12' DEEP WITH 3' SAND COLLAR (SW) BOTTOM,TO BE ` 0 3' ABOVE GROUND WATER �s S PROPOSED DWELLTNG TO DISCONNECTS ° J� Q S�`SO %r� FROM EXISTING SEPTIC SYSTEM- p o�90 17 do • EXISTING HOUSE NOT SHOWN HEREON odd F.e> ' O• J J���/ �Q TO JE REMOVED,h !,, �s Vic` th S�/g�m o 0 v115 � qt,, Dp RAIN RUNOFF CONTAINMENT °�5� ,� V '�S� �ipC7/'t HOUSE \- 1145.sq. . �� , Fr „• ' Mont 1145•x..1 x 0.17 F 195 cull, �h ,,, Qy •'- �� c!y /95122.3 + 9 \G� 3' PRO'WDE 2 DWs'610 X_.5' deep 0 HOUSE T Fln. Fir, d 18.5 Q410aG \ EL 17.9 Fin. Grade EL 17.4 " ` L IE i n� �'�."�/ re r nar�� s• G•�Q00 �V��\. J\��, mac, / \ '•�v 160 Sr o SPIE 15.4 LP 12 O\� G `OQ Ot/ /L Ra jP�tlY` `Q03'h0 EL 3. 8' 0 GROUND WATER EL 0.7 H0 64 3' wN. a J � �` r- ` �1�C��' J� -� �• �p� �� SEPTIC SYSTEM 'CROSSECTION vC.) NO SCA L E 00, aoo �y.� 4�N� ZONA ',� \� AP ,00 . ,,�ooP�" SURVEY OF PROPERTIES �t Zp e p ti Co �'7 h o AT Ti., oN`` ARSHAMOMOQ{lE 3e Y zo�� �� TOWN OF SOUTHOLD JON? �lNTY DEPARTMENT OF HEALTH SERV�FFOO� COUNTY, O 2N 34' N. Y. / CE$ PEHN0*'F0.R APPROVAL OF CONSTRUCTION FOR A 1 00 - 52 -03 - 11 C2 5 SINGLE FAMILY REsIDENC.E ONLY Scale. 1" = 30 0 g Aug.' 18 2010 ul 30" DATE H. 1 2013 U�—UG Sep.l4 2Q20PcNOEIIsJ t� H' E F' N O • % �� Feb.l5, 2012 (rev/slons) LU APPROVED March 13, 201? (revisions) 0 April 2 2.012 revlslons) &L" �-q FoPi MAX 9U April 14 20)2frev ons) 0'. °P QF F BEDROOMS May 15, 2012 (rev/sloes) , a �C" •= LATH EXPIRES THR YEARS FROM DATE OF APPROVAL June 21, 2012 (addNlon) 1 v WETLANDS FLAG LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED �F �Ei" SUFFOLK ENVIRONMENTAL CONSULTING, INC. AUGUST , Ar}�afndon p0C con meet of existing sanitary'yste �N I am familiar with the STANDARDS FOR AP %l�0�� ,R with de m must be in AND CONSTRUCTION OF SUBSURFACE SEA "Pie ori Partment��fientSub , DISPOSAL SYSTEMS FOR SINGLE FAMILY'M--- pf. mit and will abide by the conditions set forth therein and on the permit to construct.—ff �a FLOOD ZONES FROM FIRM t `� 36/ 03CO158H ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION //' % .. % 1rf0.496/8 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS PECON/C SURVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY (6311 765-5020 FAX 765-1797 IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HERE6N. P.O. BOX'909 1230 TRA VEL ER S TREE ELEVATIONS ARE REFERENCED TO NAVD 88 SOUTHOLD, N.Y. 11971 10-187 / __...._ .. _....... .8-2012 11:37 From:WSDOS CObES 5184864487 To : *99157OB376133 State of NT W York Departmenit.of State Division ol Code Enforcement & Administration One cornmero Plaza, 99 Washington Avenue .Albany, New York 12231 (5 18) 474-4013 fax; (S 18) 486-4487 www.dos.statemy_us Pase:l,1 This notice serves to inform the I I Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and t=eas for Factory Manufactur Homes, to allow the construction of single family homes, two family homes, and/or other modular bui ings or components in compliance with the State Uniform Fire Prevention and Building Code, as d bed herein: Manufacturer's Name: ! Building Description: I E Approval dumber: Applicable Code: i Expiration 'Date; Maximum Ground Snow zone; Seismic Design Category: basic Wind Speed: Exposure Category, DOS Contact Person; Additional Conditions: Approval Date: Professional Building Systems 72'East Market Street P.O. Box 219 Middleburg, PA 17842 Custom Building Systems 200 Custom Avenue Middleburg, PA 17842 Detached One- and Two -Family Dwellings Multiple Family Dwellings (Tovithhouses) M013-02-052 Residential Code of New York.State 2010 (RCNYS) January 24, 2013 85 PSF A,BorC Shall not exceed 120 MPH A,8orC James Harding None July 7, 2011 Ronald Mester, AIA Mector A copy of this Notice or Approval shall acc impany an plans and specifications submitted as part of a permit application. Plans should not require a D06 seal provided thi registered design prMeselonol references the approval number and certifies that the piens and speitications cordorm to the pla is Arid specifications approved by and on file with the DOS. The approval IdenOW above is limited to all construction that place in the factory. She related work including ikallplion and conneetion of the brulding and/or comporiaM, foundations; m whaffical connections, stairs, decks, etc, is the responsibility of the Code Enforcement Official. The presence of the insignia of M vvel shall be presumptive evidence that the factory manuf9otum d home or component complies with the provisions of the BCNYS. If the code enforcement offloial believes that any factory manufactured camronent is in violation of one or more provisions of the t3 5, helshe should contact the DOS for further review and/or determination. R'EScheck Software V&.Mpfi 4AA�T Co � ��I�iance Cbert�ificate: -' 1ik Fjr'Oject 1it1e:'O'N42"23'2 Erfqty.Clode: 261'0. New York E,'94qy Conservation Wcatio 'h, 'iqqqlk pq— qn, �y,, New York Const UctonType: M11y, Projeret Type: qw Cqn truction Condiiio6dd Floor Area: 1;735 ft2 Glazing Af.6a Pqrbentage! 17% Heating be Days: '67,50 Climate Zone: 4 Permit Date: Construction Site: Owner/Acient: souTHbLD, NYJ 1971 SAETTA THE BUILDER INC. PO BOX 946 -_dUbGuEj NY 11959 51`6-256-9028 1 Desigher/Contektot: PROFESSIONAL ,buILDING SYSTEMS 72 `' G, PA'IEA§t MARKET' STREET MIDDLEBUR ' 7842 .11 1 ': -­,. 570-837-1424 Wall 1: Wood Fram,e, 16"o.c, 2,508 21.0 0.0 116 Window 1: Vinyl Frame'Double Pane with Low -E 279 0.290 81 SHbC:'0.34 Wiriclow: Vifiyl Frame:Double'Pbhe with Low -E 121 0.280 34 SHGC: 6.'34 Window 2:,,ViqyI,Frame:PoubIe Pane with Low -E 6 0.260 2 Skbb: 0:34 Door 1: Solid 22 0.150 3 Door 2- Solid '20 6.240 5 ,Door 3: Glass 20 0.300 6 SIk6b: 0.60 Floor 1: All -Wood' Joistf-Truss:Over Unconditioned SlJaGe 1,116 19.0 0.0 52 Project Title- ON -42232 Report date: 01/31/13 Data filename:. MA40.000142_232.rck .Page 1 of 7 10 Compliance Statement. The proposedbuilding design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building tias been designed to meet the 2010 Newyork t nergy Cori ervationCon struction Code requirements.in REScheck Version 4.4.4 and'to comply with the mandatory requirements listed in the REScheck inspection Checklist. - Title Signature Date Project Title: ON -42232 Data filename: M:\40000\42232.rck Report date: 01/31/13 Page 2 of 7 3 . A RESb-h6&k Software" V Ws on 4'4 . .. �� �a a rt � i{ �'-�., i a ■ x ¢'." �,� :: N � £�: alnsp.ec�3ion��Chec��list _ , . Requirements .0 0%'were,;addressed ,directly in the: REScheck software Project Title ON -4223 , Report date 01/31/1,3 Data filename M:\40000142232.�6k Page 3, 7 r A t s � z • rt ro. �.,�,. , r. �:'.,_. .., -:a ,. .... ew.,... ,_ } `, k - n ;' <r d' _ L.a •k is •,�', , y c,,, & v fi w? w a k � , a^ � �.. � c : �k 3 dy, w3' 9}Rn 3e ;-.1,4 a � a tom, "wdz eq, �,v� 3+'� � '.x �•.��. �' � i4d i r*",.«atYM «a,,.- I@ J ��##_:w+.-t3 t' ',k,;� °}»�,.._-�' v�ga�.3"6wt$Ii�tl � "t,""�'%'t'y '�S�•Fb �nii'"0 �� ��e \ " c i » � ��n;��Fs`5 «�'�`�e � �'�. r �l- '" ay '"4y4 �S_�}.. � �k����y�'f�'�,i � Ymy f,�" %i�,M }'•f S�'n4 f �r,�.r a. x � � � .'S a �� •Y x � �� �``, f�Y'wYq�•C � ':,��•�x.' ,.,,» PF fM�'^i'•,t�, 'Y+5§"EA N' ^� � .�:; #btu a..�+:'3�rL.�, - A8r ;< xY <. .� ; .. p „�. ,� P 3 ,t #xQosedfoundahon insulation ❑Complies ;x protection. 7 Does NofCo I lyi z � �'� � - ❑Not�Obsenr e' . ,❑ otAgphcabler , Q Snow elt controls m M- ;❑ ° lies r�.❑D s Compl o t y, eN �❑NotAPpliOble_ � rv4 Additional Comments/Assumptions; 42 raffi4N X4h 5' T`3 C} pitf f f> a n x 4 Ptan V Pins : 3Fet rtetl y>di tes? Co A�Su �fio YL2t �:f 'Y . ::'9 l 'w c"�ik4 ,1' r�, .. ,<z % t S:'. ". ✓t )+. F is '� 4.02:4 4 ; Fenestrapon that is not site` built is t 4� ❑complies , [FR20]1liste8and labeled`as meeting's ❑Does Not Comply; � ;'AAMA/wb"CSA 1014 S 2/A440 or, � � � � ❑NotiI' �� i has i[tfiltraUon rates per NERC 400 ❑Nof li �� Appcable ,. that don exceed,code�limits:,. _ _ _•.�'ot 0�_ 5 IC ratecJ`recessed hghttng fixturesAw s6 sealed a4 housipg%mtenor.fi_nisfi and y r ^ �� ❑Complies �� ❑Doe's Not C_ ply labeled indicate &It, 2,0 cfm -; 9� Not.Observable � ieaka eto -9.-at75Pa. � o c ❑Not Iicable ; APP. 403.2.1 rSypply ducts in attics are insulated to R ; 'R ;❑Complies [FR12]' R 8 All other ducts M unconditioned t R_ R_ ❑Does Not Comply I spaces or outsidethe building ;Not_ Observable envelope are insulated to R 6 Not iENot Applicable ap'lieablb If all systems are;ductless.. ; ;'• 403,:2.2 i All joints and seams of air, ducts, air building ; � _ �> � '� E< ❑Corr Plies ❑Does Not Comply' [FR13] , handlers, filter boxes, and return ducts xRp �� ' y cavities used as are; ❑Not"Observable ' sealed.❑Not i4pplicable r3 3 Building cavities are not used as ducts R35]3 Complies ; Oboes jFi or plenums. Not Comply T I��� a ❑Not Observable , ❑Not Applicable ; HVAC piping conveying fluids above ; R- i R- i❑Com'plies i F#�t, 105 OF or chilled fluids below 55 OF UID946Not Cornplyt are insulated to R-3. i ;❑Not Observable ; i ,ONotAppllczble 3 303 Circulating service hot water pipes are: R- ) R- Complies i 'insulated ,[FR ' to R-2'. i i❑Does Not Coin ply i i ,❑Not Observable Not Applicable 4035 Automatic or gravity dampers are'-�*�xE 19 installeii all outdo -or intakes and m r" '�� ❑Compl'ies i ❑Does `No! Comply P Yi, �on � �.ri Y a �, ; , exhausts.❑Not �a Observable i r ❑Not Applicable Additional Comments/Assumptions: 1 High_Impact (Tier 1) w' Medium Impact (Ter 2)a Low Impact (Tier 3) Project Title: ON -42232 Report date: 01/31/13 Data filename: M:\46000\42232.rck Page .5 of 7 1 High mpact (Tier, 7,) :ate- Med6m Impact -(Tier2.), p Low Impact (Tier, 3) Project Title: ON -42232 Report date: 01%31/13 Data filename: M:t40000142232.rck Page 6 of 7 9 %1 1 , wv" 7M MO H% i "N' x 10ek"'. 402.4 2 x ' kdo-' 166402,4.2.1 7 7 ' t-'7-ACH,, ❑Does Not -prppy! ':6y,b16iWe`door IRT, 6i"bbsbrV8ble in which case JerificaUon Ma to:, ,mom; ,occur during Insulation Inspection. � � _ - -4,§' M_4 buining fireplaces have vv009prig outdoor l5c, !'rnbly: jr s g :combustion % Kc E ble I jie 46. 22 ,Duct tightness post construction ies , N 4 Ewlthrriax!Tyrn Idak6be" ,-§f'8 �J6 R) es Not Comply 11" 6Utd166rs,6t biriVabie of, i5s' i�-in'tests; verification rriby inN'di A Cal e "0' fr rp!ng s irriUrn 166k6ge of 6 qf' across systems a6d4 cfr� without;air thermostats installed stalled , , ". s. 6s ; -, Not comply: I] on fdreed I c L. 6bsi6r'v"a'ble Not NpiAppjiqable 034,1 2E< Hea !,OuMp therrnost6t installed on Q d heat ❑Complies ❑Does Not tornply: p6rnos., Ej otrObs6rvable cable ir I Uldfi I service.,hot water systems 6t 6' 4t r,anudl have automatic ops,Not ,Comply Olivable j4 Rea8iIy.`aGcE!ss!.e SVA n heaters -6i tbfi 6 for swimming UlDo6gMt Com plyl i46f-'Ap"p�fic�';i, le-, swiir he's &,Pool heaters and F 91 ppMps are resent. S ' Not _0 ply; Observable 'Ifime ie Heated s'y"vA,m,mung poolshave' a cover. 'Covers cheated over 90 OP O�m - Not Comply Ro" .bripools are ins-ulat&d to R-12. b" 13 Not se a le s�e � �, tApplicable 04 Compliance certificate post6d,.p m s E03 es N'otCo,mplyt 'y2 (?bservable - nl��t A ble pjp!ica 03 m6h4acturer m -a nu I als for mephanical, -, El OMP!-,§ ti—, iprh laipir,lipa, rig equ ent have been provided.' MboesIS16t Comply! PY! E]Noi Obs--qh'6 ' Additional Comments/Assumptions: 1 Hidh4rrjpa8t (Tier 1) Medium Impact (TierImpact (fier,3) Project Title: ON-42i�2 Rei)'Offdat6: 001M Data filefia-m'e: M:�40000\42232.rck �Pa66 7 of 7 Lf A �[,On nstructi.on,tCode -IMF C61069 bRoOf 4�c��en�y; R4a'i6 e 9p. y§."em ,W6tcie'H6Ater: fiamp: Cohirbenifi: i page �, r Protect 42232 r CL PECK ` Locabon �IVING/SHUN OM STACKED MATE -WALL BEAM (PER HALF) RBS MODULAR " n' n ' r is s h�� 72 EAST M9�LtKET ST M� f �' Mulh Loaded Mulh'Span Beam t �, r •off ��. 2009 fnte'rnat onal Bu (ding Code(2005 MI;DDLEBURG PA 1f7�82 (.2)1�5INx9251N41325T 2 0 Rigidlem LUL TRoseburg Forest',Froduets StruCalc Version 8:0 112 0 . 1%29/2013„3 13 03 PM I ; fi Section Adequate By 315% Controllin Fac(or;Deflecho � CAUTIONS � _�, �•. •.F, '” � e° •: -+ � r ammaUons are to be_full connected to "povtde uniform trarisfer of loads to allmelpbers, _ M )DEF,LECTIONST��Center '�� �' � ';LOADING DIAGRAM `t' ' ;Live Load 0 34 473. 1 b"8 Load .0-01 i0 . Total Load 0-35 IN L1457 eflection Criteria: 40 T fal. Load D U2 'a. U360�' o ,. ='LtveLoad Deflection;Cntgn..., .._:_� __ -_ _..-..._... .. _..._ ,REACTIONS 8 Live Load 1260 Ib 1314 Ib .Dead Load, 46 'Alb 46 Jb. _ ._ , Total Load 1306 Iti x360 lb t } _ - �,.v uW�� �r s`:..akb.,a....�.-,s.�,...n..k.a�. u:b<:eEwa,�.�arvn. Kardvsi_ixv_ac, ."a• Bearing Length Q.58 n 0 60 in , BEAM DATA 'Center Span Length Unbraced Length -Top 0 . ft 27. Ugbraced Length-Bo'ftom 13:25 ft Live Load DUraf on Factor 1.00 Notch Depji_ 0.'00 UNIFORM LOADS Center MATERIAL PROPERTIES Unrfonm Live Load 0 plf 2 0 Rigidlam LUL Roseburg Forest Products Unifor`m'Dead load 0 plf;. Base Values Adjusted Beam Self Weight 7 ptf Bending'Stress. Fb = 2900 p'si Fb' = 2996 ,psi s i,. • .. Total Unrform Load 7 plf , Cd=1 00 CF=1 03 Shea[ Stress Fv = 285 psi Fv' 285 'psi TR a N?mbDAL> S =CEN R SPAN LOAD TE Cd=1 00 Loa u_ One.'" wo° •, . Modulus of Elasticity: E 2000 ksi E',= 2000 ksi Left Live Load _ 189 `plf 2}13 plf Comp.1 to Grain: Fc-;� - 750 'psi' Fc -1' = 750 psi LeftDead Load 0.0 1 f . 0 ;p f, Right Live Load 189 ,plf 213 plf Controlling Moment - 43`51 ft Ib. Right Dead Loan 0 i 0, plf 6:62 Ft on leftisupport of span 2:(Center Span) Load Start 0'ft 10 33 ff Created by combining all,dead loads and live'Ioafs on spans)Z Load End 10 33;ft-- 13 25 ft . Controlling Shear. 1215 Ib Load Length 10.33 ft 2 92 ft �.;,h r At a distance d from ngFit support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: t�eq a wded SectUon'Modulus' 17 43 W 42;78 in3 Area (Shear) 6.-i6 int 27;75 int Moment of Inertia(deflection'): 150.4,8 ln4 197-.86 An4 q � �r SE Momentft-Iib 10681 ft -'.Ib Shear -1215 Ib 5273 Ibj' •vr :NOTES 1 � H IPA PREV,A2E� $Y. _6612 D �o NARRATIV_ E 130002 0Q.jnec201;3 PBS-4223 27;5' x 48'Jwo-Story over Basement Roof Slope: 7/12. ` Wind Speed. 120 MPH Exposufe .0 NY, The'mean roof height (MRH) ;of the house is adjusted to account for a 4'4' basement wall projection above,grade. ` lEW#1 is designed'as a portal frame. Hold-downs are required at the base of each end of the frame. Per floor plan, -lEW#1 _is to be constructed with 2x8 studs all along porch and 2EW#1 is to be ....--._;._. �,_.rconstructed_with;2x8 studs,alLalong.deck W 1 # ,is_ designed. a _aahearYvall segments_. Hold ,downs are required at the bas 'of each.end of ...... _, „ each shearwall segment. - - - g p flp _. Anchor bolt space--forattaehnent o� sidewalls 'andyeridwal'Is-to�conurete-foun ation�wa s Ys' ` ......................... reduced to allow stra s to be used to tie oor bands to sill Tates at each anchor bolt. Computer analyses of portal frames utilize common S4S lumber with various lumber grades in order to obtain member forces and reactions. Main verticalmembers and ;beams are converted to LVL members that have greater allowable stresses than those for which the members were designed. Per New York requirements, minimum thickness of straps = 20 ga. 3 J-300021, , a "r ' SHEARWALL DESIGN (per 2OOYWF,CM)-' 1JILDIN011INF0RMA ION:a:'_.:Pa'.. JOB.NUMBER:= 1301102 PLAN NAME/NUMBER= PBS -42232 _ FIRST FLOORWIDTH .(WO - 27.5 R - -'- - SECONDFLOORWIOTH(WN= 27.611 FIRST FLOOR LENGTH (L;) = 48 /t SECOND FLOOR LErTH,(LO= 481t - ROOFSPAN= 27.5 fl TRUSS SPACING (TOC)- 16 in STUD SPACING (Sc C ) a ' '16 In WINDtS(V3S)= PEED 120 mph _ '.EXPOSUREFACTOR- "C MEAN ROOF HEIGHT ADJUSTMENT FACTOR(CMRH)= 1.347 WALL�HEIGHT ADJUSTMENT :FACTOR ,(CWH)= H78.- 1.125 SHEA AM.SUMMItRY:.s, FIRST FLOOR ENDWALL_ 01: 7116" SUNROOM I DININGROOM END - SPACEDAT6 P,ORTAL2FJt/µlE REGIJ WED-9SEEIHAN D'�CALC(1L'ATIONS FIRST FLOOR ENDWALL 02. 7116' OSB EXTERIOR.(BLOCKED) w/.7/1G-,OSB.INTERIOR'(BLOCKED) LAUNDRY I. BEDROOM Of END WRR.Sd. COMMON NAILS SPACED AT2F EDGE. SEGMENTED;SHEARWAYE!REQUIRED^7;7ZT�' FIRST FLOOR SIDEWALL 01: 7/1G'OSB EXTERIOR'(BLOCKED) w/ 12' GWB INTERIOR 'SUN ROOM I LAUNDRY SIDE WITH BdCOMMON ,NAILS SPACED' AT 6'EDGE FIRST FLOOR SIDEWALL02: 7/16'GSB EXTERIOR (BLOCKED) w/ 12' GWB INTERIOR DINING/'. KITCHEN i BR01 SIDE W" 8d COMMON NAILS SPACED AT.6'.EDGE . SECOND FLOORENDWALL51: 7/16'; OSB EXTERIOR,(BLOCKED) W 121 GWR'INTERIOR BR02I BATH 03END WITH :ad.COMMON NAILS- SPACED AT 2' EDGE.', : SEGMeNTFOLSHEARWALLt. DMBI-�EFRAMINGREQUWEDiaM SECOND FLOOR ENDWALL 02:.7/16'_OSB EXTERIOR (BLOCKED)'Vv/ 7/16- OSB INTERIOR (BLOCKED) STORAGE I 6R3 END WITH Sd COMMON' NAILS SPACEDAT 4 -EDGE .SECOND FLOOR SIDEWALL 01: 7/16' OSB EXTERIOR (BLOO.KED) .1112- GWI INTERIOR BR02 /STORAGE SIDE WITH 'Bd COMMON: NAILS SPACED AT V EDGE SECOND FLOOR SIDEWALL 02:'7116-_6SB EXTERIOR (SLOCKED).w/ 1/2' GWB INTERIOR BATH 031 BR 041 6R03 SIDE WITH Bd COMMON NAILS SPACED AT 6- EDGE PjkEPARED.BY: BARLOW.ENGINEEFtWG. P.C. 6612 SIX FORKS RU, SUITE 186 RALEIGH;.9037615- PegB'1 o(72 E+Si.Ivi.Ery rmHmvsomavas�ulzmuaizi ox.vuwvFts�i.-1+sT�irsr�saweu-moiwFCMuwscEatcaes-ids 125/2013 C 5 EATMKMSUM SX=V Vit K« c ROOF SHEATHING T/16' OSB (UNALOCIED) w/ Bd NAILING 8 !12 CEILING SHEATHING LZ' GWB (UN -BLOCKED) w1 FASTENERSO 7-77' t FLOOR SHEATHING: 19/82'MIN. OSB (UN-BLOCIO=D) wf Bd NAILING 8'J12' SHEATHNG'SUCTION FASTENING:FOR ROOFZONE 1 USE 0.131'x25' COMMON NAR (FACE NAILED AT 12 o:a FOR ROOF,ZONE _U x2S COMMON NAIL (FACE NN' LED)�AT B In o.o. FORRQOFZO(NE3(CORNER�..USE0.131 x25'COMMON HAIL.(FACE NAILED)aAT6lo o.0: FOR ROOF ZONE 30H'(CORNER OVERHANG) USE 0,131 x2.5'.COMMON NNL:(FACE NAILED)AT 51rIP•c , FORWALLZONE4 USE'0.131'i25 COMMON NAIL (FACENAILED) AT12'In'o;a FOR WALLZONE 5: E0.131'x 2.5',qOMMqv NAIL(FACE NAILED) AT 12 In 8.a - CONNECTiON.SUMMARX .=' ` n ,._-CONNECMNSr O—B • SREC*IM-GRIEQUIVAt T UPI:IFTCONNECf10N31' G. REQUIRED TRUSS TE DOWN. USE'(4) 10E (0:131.'.x 3') NAIL (ENDNAILED) CEILING BAND TO TRUSS AND USE(1)'SIMPSON H25A EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 34TIW 2d FLOOR.STUD TO'CEIUNG BAND: USE A,1.5' x 20 ga STRAP EACH STUD WITH. (6) W NAIL(S)EACH END OR WITH (1p) 16 g. STAPLE(S) EACH' END _ OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 699 lbs 2d FLOOR STUD TO FLOOR BAND USEA 1.5 x20 9e. STRAP EACH STUD WITH (6) 8d NAIL(S) EACH END ORWITH,(15) 16. ga. STAPLE(S) EACH, END OR. CONNECTION TO W'T4TTAND AN UPLIFT FORCE OF 622 lbs 2 q FLOOR BAND TO 1st CEI_ NG BAND' USE A 1.5' x 20'6a. STRAP EACH STUD WITH (6) 8d NAIL(S) EACH END OR WITH (15) 16 ge. STAPLE(S) EACH,PND - OR CONNECTION TO WITHSTAND AN UPLIFT, FORCE OF,6M I" USEA letFLOOR 'STWTOCEIUNGBAND. 1.5*x 20 ga. STRAP El CH STUD WITH (6) 8d NAIL(S) EACH END - OR WITH.(15) 16 ge. S7APLE(S) EACH END. OR CONNECTION TO WITHSTAND AN'UPLIFT FORCE OF 567 Ws let FLOOR STUD TO BOOR BAND. USE A 1.5' 20 ga.STRAP,EACH STUD WITH 8d NAIL(S) EACH END ORVJIfIi (15) 16 ga,STAPLE(S) EACH END , OR CONNECTION. TOW RHSTAND ANUPLIFT FORCE OF,481 Itis FLOOR BAND TO SILL PLATE CONPECTX/N. USE (3)SIMPSON:RSP4(1)PLATES AT EACH ANCHOR BOLZLOCATION Y TO CONNECT FLOOR.BAND TO SILL PLATE ' S, = KaEA7I€kW'SP,ACONG OR CONNECTION.TO WITHSTAND AN. UPLIFT FORCE OF.8531,bs LATERAL CON TRUSS TO TOP PLATE CONNECTION: USE (3) 0.131- x 3',"L.(TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: ATTACH WITH 8d (0.131'.x251 NAIL (FACE NAILED) AT 6.ON CENTER PLATE. TO STUD CONNECTION:. USE (3) 10d (0.131-x 37 NAIL (ENDNAILED),PER STUD' BOTTOM PLATE TO FLOOR CONNEGnOtt ATTACH WITH 16A (0.131' x 3.5') NAIL (FACE NAILED) -AT 8' ON CENTER TOP.PLATESPLICES TOP PLATE SPLICES SHALL BE A MINIMUM OF 5 I w/ (2) ROWS 10d (0.131"x 3'). NAIL (FACE NAILED) 4' o.c HCRRONTAL.FLOOR DIAPHRAGM'CONTINUITY SECONDFLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) USE A MIN.'OF (10)1!2' DLA. THRU BOLTS (SPACED A MAX,OF 57' OR USE A MIN. OF (21) 318' DA LAG SCREWS (SPACED A MAX OF ZT' a:o.) MODULE TO MODULEOONNECTON.AT.FLOOR RIMBANO: (AT ENDWALLS) USEA 1.6' z 20 ga STRAP, WITH (4) 8E _NAIL(S) EACH END OR WITH (10) 16 ga. STAPLES) EACH'.END' TO ATTACHMODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO W ITHSTANO A TENSILE FORCE OF 448 IDs FQNST FLOOR • MODULE TO MODULE CONNECTIGN AT FLOOR RIMBAND: (ALONG MATE LINE) AEA MIN. OF (10)"UY ,DUL THRU BOLTS (SPACED A'.MAX OF ST-o.e) OR USE A MIN. OF (21)'.3/8' DIA. LAG SCREWS (SPACED A MAX OF 27' o:q) MODULE TO CONNECTION AT FLOOR RIMBAND'(AT ENDWALLS) use a 1:e z 20 ga: STRAP N4TH (3) Id,"L(S) Eq END OR WIITI.('I)18 ga FT PLE(S) EACHIED TO ATTACHCH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE MODULETO'MODI}LE AT EA'FORCEOF 3341bs .PRFPAREDBY: C BARLOW ENGI,NEERNG, 6 P:C. BB72 SIX FORKS RD SURE 104 ' RALEIGN,'.N627875' ' Pags2of22 Eieae.Iyw Fml�mn3amzF�<aeavlaola bll �. UNNT3t3PL-/�srartrsileuavni-saclwrcu e,isceaosFas�aaz .. , - - 1/25/2013 ��SHEAR'CONNECTIONS��-'�.�':'. SECOND FLOOR ENDWALL UNIT SHEAR SHEATT)IN�G TO FLOOR BAND' USE SF¢ATHING CONNECTION WITH,2 ROW (3) OF Bd NP1LS AT 2-O.C. (ANO SHEATHING TO TRUSS BOTTOM �CHORD) OR CONNECTION TO W ITHSTAND A SHEAR FORCE OF 818 pf_ UNIT UPLIFT SHEATHING TO FLOOR BAND USE SFfrATF9NG CONNECTION WITH 2 ROWS) OF Bd NARS ATi.O,C.. OR COtJNECTION TO W fTHSTAND ASHEAR FORCEOF 816 pC , ALTERNATES FASTEN 1' WIDE STRE OF 200 #d MINIMUM CONSTRUCTION AOFESNE sHEATHwcroBA+4DwrrH .. - TRUSS BOTTOM CHORD TO TOP PLATE CbNNECT10N. USE lad (0.148 x?� NAIL (7OQ1 —) ®'S ON CENTER OR US fjl) SBIPSON LTP4:'PLATE 4j 24' ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7704T. ( 148' •_n NAL (TOENAILED) AT 7.ON C SEENTER WMBAND TO BOTTOM I TOP PLATE I RIb1SNd1 CONNECTION` USE10d 0. OR U(T) SIMPSON LTP4 RA7E'Q (2' ON CENTER OR CONNECTION TO W ITHSTAND'A SHEAR FORCE OF 15672 It. FLOOR SIOEWALL ' UNIT SHEAR SHEATHING TO FLOOR BANG USESHEATHWG CONNECTION WITH I ROW(S) OF Bd NNLS AT 6' O -C, OR CONNECTION TO W RFISTAND A SHEAR FORCE OF 118 pT UNIT UPLIFT SHEATHING TO FLOOR BAND. USE SHEATHING CONNECT]ON WITH 1 ROW (S) OF8a NALS AT B' O,C. OR CONNECTION TO W ITHSTANO A SHEAR FORCE OF p8 -118 ALTERNATE: FASTEN SHEATHING IO BAND WITH 7' WIDE STRIP OF 200 pe MINIMUM CONSTRUCTION ADHESIVE RIMiBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION, L)SEiOd(0:148`x37NAd(bENLI )i12'6N CENTER ORUBE.(1)Shr.PS NLTP4PLATE696'ONCENTER.' OR CONNECTION TO Wf7FISTAND'A SHEAR FORCE OF, SB Os FIRST FLOOR ENDWALL �. UNIT SHEAR SHEATHING TO FLOOR BAND' USE SHEA?}8NG CONNECTION W LTH 3 ROWS) OF Bd NAILS AT 2' O.C. OR CONNECTION TONRHSTAND A SHEAR FORCE OF 1188 p8 UNIT UPLIFT SHEATHING TO FLOOR BAND USE SHiEATHV4G CONNECT_WITH3 ROW(,)CFBd NACSAT70.C. OR CDNNECTION TO wRHSTAND A SHEARFDRCE OF_7188 ALTERNATE: FASTEN SHEATHING TO BAND WITH VVIDE STRIP OF 200 Oil; MINIMUM CONSTRUCTION ADHESIVE RIA'BAND TO BILL RATE CONNECTION USE lad (0,l IW j 3T NAL 6OEXAIUED) III 7 ON CENTER • OR USE (1) SIMP" LTP4 PLATE 08 ON COTTER OR CONNECTION TO W I-HSTAND A'SFEAR FORCE OF 21618 P. -BCL PLATE TO FOUNDATION CONNECTION: USE.IfZ ANCHOR BOLTS 015' OZ, OR USE W ANCHOR B01.T9 ®21' O.0 OR CONNEC71ONT0 WITHST" A SIF FORCE OF 21648 f4 FIRST FLOOR SIDEWALL , UNIT SHEAR SHEAT1iING TO FLOOR BAND, USE SHEATHING CONNECTION W ITN I; ROW(S) OF.8d.NAILS AT 3.O.C. OR CONNECTION TO WITHSTAND A SHSAR FORCE OF 311 PIT UNIT UPLIFT SHEATHING TO FLOOR BAND USESFEATFCNOCONNECTION,,WfIH'1;ROW(3)OF:Bd NAC3AT3'O.C. 6RCONNECTIDNTowrtFTANbXHEARF6REE.6F9ll PIT ALTERNATE,. FASTEN SHEATHING ?O BAND W LTH 1'WIDE STRIP OF200 pd M9NAAUMCONSTRl1CTION AOHESNE RIMBAND TO 591 PLATE CONNECTION USE 10d (O 148'x3') NAIL (TOBIMLED), @ 8' ON CENTER • OR USE (1) SIMPSON LTP4 PLATE @ 40' ON CENTER OR CONNECTION iO WITHSTAND ASHEAR FORCE OF 8188 hs BCL PLATE TO FOUNDATION CONNECTION: USE VT ANCHOR BOLTS @ 3T. 0 OR USE 6'8' ANCHOR BOLTS ® 32' D.0 ORCOMIIECTION TO W ITTISTAND A SHEAR FORCE OF 8188 hs HOLODOWN CONNECTIONS SECOND SECONDFLOOR FIRST 'FIRST FLOOR CONNECTION. IF F .PREPARED BY: 7 BARLOW.ENGINI E G. P.C. 8612 SIX FOR16 RD SUITE 104 - - RAL06H, NC 2Tfii5 - -Page 3 of 22 E+ EN PAJ-1—P8842ZiN ]-0 Mmy LwNHLvu STORYSlEAAWALL.IDO1WFlI&ASCE-TASYB6-1n++ 1'/25/2013 1 SHEARWAL' L'8616N ' (er2001 WFCM),' Asnsix,:i)ESI01!I�dEETS?L+"�71TA'�ION30FiTNEi1NFCM EiHt)[)dLOG�! s TRUSSTO PLATE CONNECTORS UPLIFT STRENGTH: SHEAR STRENGTH: (1) SIMPSON HZSA U . 480 bs F2 . 110 Ibs (2) SIMPSON H2SA U = 960 m - Fy= 220 8u (2)sImPSON LS50 U= 12608- Fi= 0lbs 1 200 psi MINIMUM CONSTRUCTION ADHESIVE Z = 100 p.1 (END -GRAIN) 200 p.1 MINIMUM CONSTRUCTION ADHESIVE Z = 200 PSI (FACE) .FLAT STRAPS FASTENERS: Bd NAIL 16 ga.'STAPLE 1.5"x26 ga. STRAP Z. 465 lbs Z. 76.7 49.9 bs 1.5" x 22 ga.. STRAP Z. 810 bs Z: 1272 48.6 bs 1.5'x20 9a. STRAP Z= 9730- Z n 127.3 48.3 bs (2) 1.5' x 229a. STRAP Z. 1620 bs Z= 129.4 46.4 lbs -(2) 1.5" x 209a- STRAP Z= 1946 is Z= 131.4 46 M HOLDDOWNS w11 12' EDGE DISTANCE MINIMUM 8'STEM�WALL - ASSUME 30DO;psk Fc: CONCRETE SIMPSON,LSTHDBRJ Z. 1950 bs SIMPSON.STHDIORJ Z. 3230 bs SIMPSON STHDI4RJ Z= 4430 lb. (2) SIMPSON STHD14RJ Z. 6660 V. 1/2' DIA TNRU BOLT Z. 623 lb. IWANCHOR'BOLT Z. 1056 Lb. 5)8'ANCHOR BOLT Z= 148i V. 3/8' DIA LAG SCREW Z= 288 8- 8d (0.131'x 2.5*) NAIL (FACENAILED) Z. 100 bs 10d(0.131' x3') NAIL ;(FACE ,NAILED) Z. 131m, 16d (0.131'x 3.5) NAIL (FACE NAILED) Z= 131 bs Ild(0.131- x25' NAIL,(TOENAILED) Z. 6lbs 0.131'x3' 'NAIL (r?ENAlUED) Z. 109 in Bd(0.131'x 25") NAIL.(ENDNAILED) Z. 670- 10d.(0.131'x31'NAIL(ENDNA9:ED) Z. 881bs 10d(0.148'a31NAIL (TOENAILED) Z. 132 16d(0.162'x3.S)NAIL(FACENAILED) Z. 191 lbs 16d (0.167 x 351 NAIL (EJDNFJLED) Z. 128 ba ed (0.131"x2.51 NAIL (FACE. NAILED) 7/161 SIDE MEMBER Z. 95 lbs 0.131'x25'CONIMONNAIL(FACE NAI LED) Z. 69 lbs I—soEwm108xwAL) (1) SIMPSON L74 PLATE Z. S75 lb. (1) SIMPSON RSP4(1)PLATE Z. 2851bs (2) SIMPSON RSP4(1) PLATES Z. S70 lbs (3) SIMPSON RSP4(1)'PLAmsS Z. 855 bs 1/7GV✓B (UN -BLOCKED) wl FASTENERS C T!/' Z= 70 pg 7/16- OSB (UN -BLOCKED) w/ fid NAILI` q 6'/12' Z= 296 pH 7/16'.OSB (BLOCKED) w/ 8d NAILING_ 6-117 Z. 328 pit _19132- MIN. OSB (U"l-gCKED) w/ ad NAILING ® 8'/17 Z. 309 pM ' 19/32`MIN_:OSB(BLOCKED)W/ed NAILING 61117 Z. 347 pl1 7/16'OSB(BLOCKED)w/8d NAILING P 6'/1784'—@PERIMETER Z. 437 pif 19/37 OSS (BLOCKED) wl 8d NAILING @ 6717 84 a.c. @;PERIMETER Z. 461 p0 1aD2 U6a 0nac01Mm woe+o®4'nzn21¢'ncQPEFUEf6l0aleiek6leiNc Zn 694 pU NOTE SIMPSON CONNECTORS 8 FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUMEDF/SP VALUES PREPARED,BY: .BARLOW.ENgINEERWG. P.C. 8812 SIX FORKS.RD, SUITeI04 RALEIGH; N927613 EiBrI�Esq P�vfCail]0002 PBa-1aD313013a1T!Oft my ONNFRSII-14 STO 6lENtWxL- Wf nABLEJ4KP65-1ZLtt 8 Page A of 22 1/15/2013 UPLIFT CONNECTION. LOAD: PER TABLE 2-2A• 2061 WFCM AT 16' (wlipP')= 435 pH Wup=. wlip••CMRH.-.0.6•ROL•RS14= wup-435pH•1.347-0,8'15psf•27,5'll/4= _524 Of STANDARD TRUSS TO CEILING BAND CONNECTION: (4) IDd (0.131',x 3•) NAIL (ENDNAILED) Z= 4 NAILS x 88Iba/ NAIL Z= 352 bs REQUIRED TRUSS TIE DOWN: P. - "p' TOC-.352lbs P� - 524 p7. 16 In / 12 - 352 lbs = P. = 347 Lbs USE (4) 100 (0.131' x_37 NAIL (ENDNAILED) CEILING BAND TO TRUSS AND us (1) SIMPSONH2.SAEACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCEOF'347 IbS REQUIRED SIDEWALL STUD TIE DOWN LOADING: lid FLOOR STUD TO CEW NG BAND: Pa, = Wap' SOC 524 • 16112 699 6S 2d FLOOR STUD TO FLOOR BAND: Pm -'P- 0J3' W DL • Hi • SOC - P�=699b-0.6.12psf'8ft•16In112= '622 bs 2d FLOOR BAND TO lel CEAJNG BAND, P.. Pap: 622 lbs _ III FLOOR STUD TO CEIUNG BAND. Pm=P­0.6'FDL'Wl/4'SOC= P-= 622@5-0.6.10psf•27.5R/4-16.In/12- P-m = 567 bs let FLOOR STUD TO FLOOR BAND: PIp=P--.0.6 'WDL• H,'SOC= Pia 667 lbs -0.6. 12 Psf• 9R• 16 Irk 112 481 bs CHECK FASTENERS: 8d NAIL Z = 1273 Lbs 699 b/ 127.3 lb./FASTENER= 5.49 FASTENERS USE (6) 90 NAIL(9) EACH END 16ga. STAPLE Z 48.3 be 699 lhs/48.31bs/.FASTENER = 14.46 FASTENERS USE, (15)16 ge STAPLE(S) EACH END USE A 1.5- x 20 ga. STRAP EACH STUD WITH (6) 8d NAILS) EACH END OR WITH (15) 16 pa. STAPLE(S).EACH,END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 699.be SIDEWALL tal FLOOR BAND TO SILL. PLATECONNECTION: SIDEWALL UPUFTAT SILL PLATE w., P-/1SOC-.0.6•F6L•WI./4n .=4816s'12/16in-0.6•10pV-27.5ft/4 = W4 320 p6 PLATE CONNECTION ATANCHOR BOLT LOCATIONS: 12' ANCHOR BOLT SPACING (BOC) = 32 in Py'SOC-. 320 pH•32= '653 lbs USE (3) SIMPSON.RSP4(1) PLATES ATEACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 873 ms' PREPAREDBY: BARLOW ENGIINEERING. P.C. O 6612 SIX FORKS RD, Sl1ITE 104 9 RALEIGH;: NC 27615 Page 5. of 22 E16a1uv F�q P�eyetlY,1300a2 Pes�IDztllsola OH m•IxJNHt9'L-1J SToarsl�rnwxL-auoiwxu laSCEa-0S�.sca�z 1/215/2013 CHECK BENDING IN PJkBAND: -DBL'2x1DSPF#2 RIMBAND DESIGN VALUES: SECTIONMODULUS(S)=.. 4278'ID3 (fb) - Mwx. 8 M—'= 320 pff,* (32112x2 = 3413 M. 8 APPLIED fbM_ =, 3413 IrN!J. BO psi S 42 M.1I 3 ALLOWABLE BENDING (fb) = 875 pM > APPLIED fb = 80 Pd 'DBL'2x10 SPF 02;RIMBAND IS OK ADA '...00MMUNOMMHli'/.tGAA" ROOF SPAN = 27.5 It ROOF PITCH ,7 112 WIND PERPENDICULAR TO RIDGE-' 'PERTABLE2-K 2001 WFCM AT27.5 (Wlye*= 212 p8 w4pers wl-pef'�' CMRH'CWH= .. .. -321 Of "r- 2126If*7.347`,1.125= - - WINO'PARALLEL TO:RIDGE: PER TABLE 25B, 2001 WFCM AT 27.5;(wl-para`)= 132 pff w14.ei,= wl-pare;• CMRHCWH� wl- ere = 132plf' 1.347 "1.125 = Of WIND PERPENDICULAR TO RIDGEI. . PERTABLE2.542001 WFCMFLlp&f - 219 p8 FU -per = FLF a CMRH'CWH= _ FLyer= 219 p0' 1.347. 1.125 -,332 Of WIND PARALLEL TO RIDGE.- PER IDGE:PER TABLE 25B, 2007 WFCM. FLFpare- 149 pl( ' FL1-para FU -P@ ' CMRFi CWH= FU,— ` 149 p0' 647 - 1:125 Pn PER TABLE 21, 2001 WFCM wt-welf 145 p0 wl-w l= WFwaN`CMRH= "-2 - 145 pff ` 1.347 = 195 pff TRUSS MULTIPLIER = 1.33 STUD MULTIPLIER = 1.33 TRUSS TO TOP PLATE CONNECTION: Pc=w_*Mr- 195pU'133- 259 lbs # OF 0.131' x 3' NAIL (TOENAILED) REQUIRED - 259.I1,s. = 3 NAILS Z 109166 USE (3) 0.131' x 3' NAR (TOENAILED)PER TRUSS PREPARED BY: , BARLOW ENGINEERING: P.C. .. 66Y2 8IX FORKS f3O, SUfiE 194 RALEIGN NC37615 Hfirlov f=N Pn1eG�1160002 PBS41DZa1130123 pHievUWVER.S/L-1�STOHYa1EIRwIll-LU1WFfY !ASCE-7�.'FaS1]Y!2 'o Page 6 of 22 1/25/2013 PLATE TOPLATE CONNECTION: SPACING OF BE(0, X131' x 2.6-) NAIL(FACE NAILED) = 'Z*12 .10016s'12= 6 inO.C. , w� 195'p1( ATTACH wITH 8d (07131". 257 NAIL,(FACE NAILED) AT 6" ON CENTER PLATE TO STUD-CONNECTON: Pc =, wt..c Mr, = 195 p0' 1.33 = 259 lba # OF 10d (0.131' x 3l)NAIL.(ENDNAILED) REQUIRED= Pc 259 R. - 3 NAILS - Z 88 ms USE (3)10d.(0.131" x 3-) NAIL (END NAILED) PER STUD BOTTOM PLATE TO FLOOR CONNECTION: SPACING OF 16d (0.131"x 3.5) NAIL (FACE NAILED) = Z' 12 = '131 0-' 12.= 8 in O.C. w� 195 plf (16--) ATTACH WITH 15d, (0.131"x 3.T) NAIL (FACE NAILED) AT 8" ON CENTER TflP. L A[€SP4 fCE1LENGTH" , r" a , STRUCTURE ,WIDTH (W)= .275 I1 STRUCTURE LENGTH (L)= 48R 10d (0.131'. 3') NAIL .(FACE NAILED) Z 131 V - ROOF DIAPHRAGM LOADING (wl-per) = 321 pif , FLOOR DIAPHRAGM LEADING •(FII-I—j 332 plf FLOOR DIAPHRAGM LOADING CONTROLS CONTROLLING LOADING: 332 p0 DIAPHRAGM CHORD FORCE= T= w1 er' x= 332plf'.481`02- 3477 I6s 8' W ' 8'27.Sft REQUIRED SPLICE LENGTH (wl(2) 1 Od 4' ox.y. T'4'112'/ft= 3477@x'4'/ 17/ R= 5 f '2'Z 2'1310 -/NAIL TOP PLATE SPLICES SHALL BE A MINIMUMOF5 ft W/ (2) ROWS 10d (0.131"x 3") MAL (FACE NAILED) 4" ox ROOF-;D]AP.: t,:DA:SHEA INCrRE�IREMEt{F.S�za..;:.>:'.,� .:.,. mil?•; �• r''Y' "", . ROOF SPAN (RS) { 27.5 It ROOF .LENGTT.(RQ = 48 ft ROOFPITCH- 7 M2 ROOF ANGLE (RA) 30.3' wys 321 p8 STANDARD ROOF• SHEATHING= 7/16' OSB.(UN-BLOCKED) W lId NAILING @ 6'117 ROOF SHEATHING SHEAR CAPACITY(v,j= 296 plf STANDARD CEILING SHEATHING 12' GWB (UN -BLOCKED) W FASTENERS ® TY7' CEILING SHEATHINGSHEAR CAPACITY (vj- 70 plf MAX DIAPHRAGM SHEAR (v) L -WL, 12 - 48 ft'. 321 plf / 2 = 281 plf RS 27.5 ft NET DIAPHRAGM SHEAR CAPACITY (vo r c 29.6 plf +70 p6= 366 plf DIAPHRAGM SHEAR CAPACITY < STANDARD ROOFICEILING DIAPHRAGM REQUIRED PN CAPACITY -366 pH STANDARD ROOFICEILING DIAPHRAGM OK PREPARED BY: BARLOW ENGINEERING. P.C. ', 1 6612 SIX FORKS -RD, Sbrm 104 .. RALEIGH,'NC 27615 Page.7 OT 22 Evle4wry FigwwAjaaaoz res-lrzizzaliora oH�urvNdRaau sroarsi��Awni-mmwTdiawscea-0sPes�nnu - 125/2013 p - p" CMRH p = 83.5 psi' 1.347 p = 112A8 psf TRUSS LOADING 112.48 psf z III'-112'Ift150 p8 150 p0 22 FASTENERS/ft= 5 in O.C. 69 lbs I FASTENER MAX ALLOWABLE SPACING:.). ` .32 in O.C. USE oml-• 25' C014MON NAR (FACE NAILED) AT S In os. PREPARED BY: I ' -B'_JI ARLDW ENGIHEERING.,P.C. 6612SDI FORKS,�RD,SUITE104 RALEIGH; NC 27615 Page 8 of 22 Elkd1 EN Plj—nw 1/25/2013 ' SHEARWALL DESIGN PROFESSIONAL BUILDING'SYST'EMS - BUILDING :WIDTH (W)= 27.68 ' B0116I14G LENGTH (L) 48'ft 332 plf STANDARD FLOOR SHEATHING = 19/32' MIK OSB (UN -BLOCKED) w18d NAILING ® 6'112' FLOOR DIAPHRAGM SHEAR CAPACITY (Q - 309 pif MAX FLOOR DIAPHRAGM SHEAR (v)�. LFU.,.; 12=. 48 It 33Yplf/2= 290 pi _ ,W,'. DIAPHRAGM SHEARCAPACITY <' 'STANDARD ROOFICEILJNG DIAPHRAGM - RE6UIRED=299ptf CAPACITY v 309 plf STANDARD FLOOR DIAPHRAGM OK SHEATH,NG`'SUC.TION:CONNECT'ON, P,ER72001; C ,-TA L'f.2f.9i _ ,69 '"-�""'�'""�'`-'-`"-'�""�'�'-" -...:.. _ e_ _ TRUSS SPACING (TOC)- 16 in O.C. STUDSPACING (SOC) - 16 In O.C. 0.131'x25' COMMON NAIL (FACE'NAILED) 691bs(7116'SIDE MEMBER; WITHDRAWAL) Z. 3 I MEAN ROOF HEIGHT ADJUSTMENT FACTOR (CMRH)= 1.347 FOR ROOF ZONE 1 (FIELD): P. = 26.6 psf p- p" CMRH p - 26.6 ps(' 1.347 P. 35.84 psf TRUSS LOADING= 35.84 psfx 16'p.c. 112'/ft= 48 plf 48 p8 0.7 FASTENERS/ It- 17 In O.C. 69 lbs l FASTENER MAX ALLOWABLE SPACING:e,�. ,~ 32 In O.C. .USE 0.131' x 25' COMMON NAIL (FACE NAILED) AT 121n o.e. FOR ROOF ZONE 2(EDGE): p'= 51.4 psf p = p' "CMRH. p- 51.4 psf' 1.347 p. 6924 pd TRUSS LOADING= 69.24. pd. 16'o.. 112'1 It 92 plf 92 p8 _ = 1 A FASTENERS / It = 8 in O.C. 6916sl FASTENER MAX ALLOWABLE SPACING: F- �"..:. 72 In O.C. USE 0.131' X 25' COMMON NAIL (FACE NAILED) AT 81n o.o. FOR ROOF ZONE 3(CORNER): p'= 672 psf p - p" CMRH p = 67.2 psf' 1247 P. 8032 pe TRUSS LOADING- 90.52 psf z 16'o.c 112'1 It- 121 ptt 121 ptf., _ 1.8 FASTENERS I ft -6 In OiC. 69 Abe I FASTENER MAX ALLOWABLE SPACING: _�-.`' �,.",.A2 l O.C. USE 0.131"x 25' COMMON NAIL (FACE NAILED) AT 6 I ox, FOR ROOF ZONE 30H (CORNER OVERHANG): p'= 83.5 psf p - p" CMRH p = 83.5 psi' 1.347 p = 112A8 psf TRUSS LOADING 112.48 psf z III'-112'Ift150 p8 150 p0 22 FASTENERS/ft= 5 in O.C. 69 lbs I FASTENER MAX ALLOWABLE SPACING:.). ` .32 in O.C. USE oml-• 25' C014MON NAR (FACE NAILED) AT S In os. PREPARED BY: I ' -B'_JI ARLDW ENGIHEERING.,P.C. 6612SDI FORKS,�RD,SUITE104 RALEIGH; NC 27615 Page 8 of 22 Elkd1 EN Plj—nw 1/25/2013 'SHEARWALLDES_IGN -(per'#01 WFCM) PROFESSIONALBUILDING SYSTEMS. FOR WALL 2ONE;'4(FIELD): p'= 26.9 pet p- W * CMRH p- 28.9 psf' 1.347 _ p. 3853 Pet STUD LOADING= 38.93 pet x 16' o.p./12'1 R= 52. ptf 52 pff �.; 0.8 FASTENERS/ ft= 15 mO.C. 69 Es /:FASTENER .MAX ALLOWABLE SPACING: ..12 Id 6., C. USE 0.131" x 2:5' COMMON NAIL (FACE. NAILED) AT 121n ox, FOR WALL ZONE 5 (EDGE): p' 35.6 pd p = p" CMRH p- 35.6 psf' 1.347 P = 47.96 Psf STUD LOADING =47.96 psf x 16"o.c. 112*1It= 64 p11 64 pgf = 1.0 FASTENERS/ ft= 12 M O.C. 69 ms J FASTENER MAX ALLOWABLE SPACING: 12 mO.C. USE 0.131"x 25' COMMON NAIL (FACE NAILED) AT 12 in ox, SECOND FLOOR ENDWAL'L #7"SHEATHING LENGTH REQUIREMENTS> BR#2I BATH #3 END - FIRST FLOOR.LENGTH.(WI)o 27.5 ft SECOND FLOOR LENGTH (W,)- 27.58 FIRST FLOORLENGTH'(Lt)= 48 ft SECOND FLOOR LENGTH (L�)= 48R SHEARWALL TWE 7116'OS13EXTERIOR(BLOCKED) w11I2' GWB INTERIOR SHEATHING. EDGE Bd NAIL SPACING = 2 in O.C. (8d NAILS OR EQUIVALENT) SHEARWALLSTRENGTH (V)- 924 plf MIN. SHEARWALL SEGMENT LENGTH= 2-3 ft FULL HEIGHT SHEATHINGPROVIOED.�I:�= 9.37 ft .2nd FL.PERCFNT FULL HEIGHT, SHEATHING- 100 % 2nd FL MAX. UNRESTRAINED OPENING HEIGHT 6.83 ft SHEAR ADJUSTMENT FACTOR (C.) = 1 (TABLE 23053.72, IBC) 2nd FL NUMBER OF SHEARWALLS (N—) - 2 ADDITIONAL WALL LOAD - 0 Ws SHEARWALL REACTION(R—)=Ly'w, N --ADDITIONAL= R_ - 48 ft' 321 pR l2 t 0 Lbs = 7704 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L_) = R_/ V - 77D4 lb./ 924 ptf- B.34 ft SEGMENTED FULL HEIGHTSHEATHING LENGTH REQUIRED ENDWALL -Lew/Co-'834ft/1' 834ft SEGMENTED FULL HEIGHT SHEATHING SEGMENTED FULL HEIGHT SHEATHING REQUIRED 8.34 ft PROVIDED - 9.37 R ENUWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO SECOND:FLOOR,'HORIZONTALif,LOORiDU\P.HRAGM,CONTINUIT,Y,'- MODULE TO MODULE CONNECTION AT FLOOR RIMOAND: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V,- (3'F -14)'L 314.332plf'48ft- 6976 ms 2 2 # 12' DIA THRU BOLT= YL59761bs = 10 BOLTS Z.— • 623 ms SPACING- Lx/#- 48 ft 110 BOLTS 57 m # 3/8' DIA LAG SCREW - yL = 5976 M - 21 SCREWS Z.— 288 @.-- SPACING= L2!#- 488121 SCREW: 27 in USE A MIN. OF (10) 11Y DIA THRU BOLTS (SPACED A MAX OF 57--) OR USE A MIN. OF (21) 31r DIA LAG SCREWS (SPACED A MAX. OF 27' o.a) TO ATTACH,MODULE TO MODULE ALONG MATE LINE PREPARED BY: BARLOW ENGINEERING. P.C. 13 .8812 SIX. FORKS TtD;'SUf7E 184 RALEIGH;NC 27615 Page,9 of 22 E1e.b. Enc liapmva000zvpsl]TazaualZl oN my lA+TJER.soL+a eTonr sNEIRwNL-mwwFna awscE-]Us-aes-1aQ 1/25/2013 SHEARWALL'-DESIGN PROFESSIONAL'BUILDING SYSTEMS (per 2G01�VJFG41), � , NODULE TO MODULE CONNECTION AT FLOOR RINBAND (AT ENDWALLS) (CHORD FORCE CONTINUITY) i T- F--': W,� :- 228 p11' 27511 ".2 = .44.6 Om , 8- L= .e ,mak CHECK•FASTENERS: Ild NAIL Z= 127.3 bs 4461s/127.3'Ibs/,FASTENER= 3.5 FASTENERS USE (d)edrwL(s) EACH END 16 g.. STAPLE ,Z= 48.3 It. 446 Pos /48.3 lbs / FASTENER = 9.23 FASTENERS _ USE (10) 16'g.. STAPLE(S).EACH END USE A 13"x20 g. STRAP WITH (4) Ild NAIL(S) EACH END OR WRH (10)16 ge.STAPLE(3) EACHEND. TO ATTACH MODULE TO MODULE AT EACHENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 446 @. FULL HEIGHT SHEATHING PROVIDED (ELS = 13.75 It (VALUE OVER-WRFffEN) SHEARWALLADJOSTMENTFACTOR(Co)- 1 SHEARWALL REACTION �(R.,g)= 77D4 ms WALL HEIGHT (H) ,8 It UPLIFT FORCE (U�,) = R.x H E Ltx Co UQ=T7D4:Ibax Sift = 448316. 13.75 It x SEEPAGE 22FOR;CONNECTIONDESIGN SECOND" . OR-sENDWAL SHEA`iHRM .. C- 3REQU EMfi STORAGE? BR'3 END'.. . FTRSTFLOORWIDTH(Wt)= 27.5 ft SECOND FLOOR WIDTH (W,)- 27.5 It 'FIRSTFLOOR:L 'RTH(L,)- 48 It SECOND FLOOR LENGTH ,(Lil= 48h SHEARWALL'TYPE: 7/16' OSB EXTERIOR (BLOCKED) w/ 7/16' OSS INTERIOR (BLOCKED) SHEATHING EDGE Bd NAIL SPACING = A In'D.C. (Bd NAILS OR EQUIVALENT) SHEARWALL STRENOTH'(V) a 680 pN MIN. SHEARWALL SEGMENT•LENGTH= 2.3 ft FULL HEIGHT. SHEATHING PROVIDED (EW = 15.66 It 2nd FIL PFRCENTFULLHEIGHT SHEATHING= '57 % , 2nd FL MAX. UNRESTRAINED OPENING HEIGHT a 6.83 ft SHEAR ADJl1STMENT FACTOR (C.) = 0.603 (TABLE 23052.7.2, IBC) 2nd FL NUMBER OF SHEARWALLS-Vimi) = 2 ADDITJONAL WALL LOAD 0 Itis SHEARWALL REACTION -(P -.j L:'wro.I N -+ADDITIONAL= R�d2=488'321 pR/2+0 ms- 77040. MIN. LENGTH SEGMENTED SHEARWALLS:(L-)- R—IV = T7D4 lbs/SBD ms- 7:86 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUITED ENDWALL - L / C '='7.86 R16:603 PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED =13.04ft PROVIDED o 15JOtt ENDWALL SHEARWALLS OK ALL EXTERIOR SH"INGTO BE BLGCKED.LINO [SEQoNQTVQORWXWAMclM FULL HEIGHT SHEATHING,PROVIDED(EW = 15.661t SHEARWALL ADJUSTMENT 'FACTOR (C.)= 0.603 SHEARWALL REACTIONP-.) = 7704 16. WALL HEIGHT (k) 8 It UPLIFT FORCE (Ups: Rw x H T LI x Qo UQ = T704 Ibs x Sit 6527 lbs 15.66 It x 0.6D3 SEE PAGE 22 FOR CONNECTION DESIGN PREPARED BY: A BARLOW'ENGINEERING. 4 P.C. '6812 5B( FORKS RD SUITE I" RALEIGH, NC 27615` Paga11O ofl22 EaHenu,Ogl'mjW+1134W2Igsmazvntsolalxi �. wavesit-t�sToBv slErrsvru-zwtwwea,aar�->.os-aes+mz- .. '1/25/2013 SHEARWALL DESIGN USE SHFATNING CONNECTION WITH 2 ROW(S) OF 8d NAILS AT.2- O.0 OR CONNECTION TO WfTRSTAND A SHEAR FORCE OF 816 pN PREPARED BY: 15 BARLO W. ENGINEERPIO•,P.O. 8612 SIX FORKS RD SUITE104 RALIEiGi1 Nc 47815 Page 11 of 22 e+oay.F,re rm7xsnamoz aes-lwzxalwia oHn„uwvv+sw-la sroKrsf¢rawx%anlwrrwl a7s�-7 s-Pesamz 1/25/2013 - a SECOND'FLOOR WIDT'(M2) 27.5 f1 SECOND FLOOR LENGTH Vis) _. 48 K 332 plf 117 ANCHOR SOLT Z=- 4056 ms 5/8'ANCFIORBOLT ' Z. 1488 ILs 10d(0148 x3') ""(TOENAI' .Z= 132 ms 16d (9.11S2",x 3.5j NAIL(FACE NAILED) Z= 191 lbs' (1)SIMPSON'LTP4 PLATE Z= 575Ihs MAXIMUM. SECOND FLOORENDWALL SHEAR LOAD 7704 be TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION: ' # TOENAILS PER FOOT- V/Z/W= 7704Ibs1132.Ibs/27.5ft- 21 NAILS/ ft TOENAIL SPACING- 12l4- 12/21= 5'D.C. (16 -MAX) # LTP4 PLATES PER FOOT = VIZ / W = 7704 0.1675 lbs l 27.5 ft = 0.5 PLATES I ft LTP4 PLATE SPACING = 12/4- 12105 = 24 'D.C. (7T MAX) USE 10d (0.148' x 3' NAIL (TOENAILED) ® 57 ON CENTER • OR USE (1):SIMPSON LTP4 PLATE q 24- 9N CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7704 P- RIMBAND TO BOTTOM I TOP PLATE I RONBAND CONNECTION: V= MAX ENDWALL SHEAR +Li x FLS/2� V- 77M lbs t48ft. 332 p# 12 15672'@e # TOENAILS PER FOOT- V/Z7W- 156721bs/132 Ms1275 ft= 4.3 NAILS/ft TOENAIL SPACING= 121#= 12/4.3 2'O.C. 06'MAX) # LTP4 PLATES PER FOOT = VIZ/W= 15672 lbs 1675 Ibs 127.5 ft = 1.0 PLATES / ft LTP4 PLATE SPACING= 121#= 12/1= 12'O.C. (72' MAX) - - - USE 10d (DA 8' x 3') NAIL (fOENAILED) AT T ON CENTER OR USE (1) S(MPSON LTP4 PLATE @ 12 - ON CENTER OR CO NNECTION'TO WITHSTAND A SHEAR 'FORCE OF 15672 lb. rHE-4" DEATH rrT'JM ANI).=NNEC770N. UNIT SHEAR CHECK: SHEAR FORCE (V) _ R- 2: LY'X Cd SECOND FLGOR ENDWALL #1: V - 7704.0. _ 561 p5 13.75 ft' 1 :SECOND FLOOR ENDWALL #2: V. 7704@s _ 816 pff 15.66 ft ' 0.603 MAXIMUM SECOND FLOOR ENDWALL UNIT SHEAR- 816 plf CHECK # 8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d NAIL (FACE NAILED), 7116':SIDE MEMBER Z= 95 ft #OF 8d NAILS PER FOOT= V 816.p1f Z 9515s / NAIL # OF Sd NAILS PER FOOT= 859 NAILS PER. FOOT OVERALL fid NAIL SPACING= 121#= 12/8.59= 1.39'D.C. #OFROWS: 2 ROW(S) Bd NAIL SPACING WITHIN EACH ROW = 2 - SPACING 2' 1.39 o.c 2 'D.C. USE SHFATNING CONNECTION WITH 2 ROW(S) OF 8d NAILS AT.2- O.0 OR CONNECTION TO WfTRSTAND A SHEAR FORCE OF 816 pN PREPARED BY: 15 BARLO W. ENGINEERPIO•,P.O. 8612 SIX FORKS RD SUITE104 RALIEiGi1 Nc 47815 Page 11 of 22 e+oay.F,re rm7xsnamoz aes-lwzxalwia oHn„uwvv+sw-la sroKrsf¢rawx%anlwrrwl a7s�-7 s-Pesamz 1/25/2013 UNIT UPLIFT CHECK. (EQUAL TO UNM SHEAR) CHECK# ed (JAILS REQUIRED FOR SHEATHING CONNECTION: 8d (0;131'-i 2:5j NAIL'(FACE NAILED);SIDE MEMBER Z :95 �Ibs - # OF:8d NAILS'PER FOOT= V x•816 plf.. Z' "95 lbs )NAII' , # OF Sd NAILS PER. FOOT= 6.59 NAILS'PER.FOOT ' OVERALL Bd NAIL SPACING 12/fi='12/8.59= 1.39 D.C. #OFROWS: 2ROW(S), 8d NAIL SPACING WITHIN EACH'ROW - '.2 ' -SPACING 2'X1.39 o.c 2 O.C. :USE,SHEATHINGCONNECTIONWITH2ROW(5)OF.9d NAILSAT2'O.C. DR CONNECTION TO WITHSTAND A SHEAR FORCE OF, pM ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT (GLUE): V = 816 plt 200 psi MINIMUM CONSTRUCTION ADHESIVE Z. 200 psi (FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND. WIDTH OF GLUE STRIP REQUIRED = V 616.pif - 1 ,- Z =206 psi* 12"1 ft FASTEN SHNITHING+TO BAND WITH 1" WIDE STRIP OF 200. psi,MINIMUM.CONSTRUCTION ADHESIVE , • $ 3e ..-L ¢. r � �. �,.. a --a^ .r,,' � SUN ROOM'/DINING :ROOM`END'`"" FIRSTFLOORWIDTH(W,)..=. 27.5 ft ' SECOND FLOOR WIDTH (Ws) -. 27.5 ft FIRST FLOOR LENGTH '.(L,)= 46ft. SECOND FLOOR LENGTH (L,) 48.tt SHEARWALL.TYPE: 7/16' OSB EXTERIOR (BLOCKED) w/12' GW B INTERIOR - SHEATHING EDGEBd NAIL SPACING:= 6" in O.C: (8ANAILS OR EQUIVALENT) SHEARWALL STRENOTH.M, 436 pff MIN-SHEARWALL SEGMENT LENGTH28 ft 'SUM OF FULL HEIGHGIPROVIDED'(E L� 3.4ft TSHEATHIN 1st FL PERCENT FULL HEIGHT SHEATHING= 12 % 1st FL MAX UNRESTRAINED�OPENING HEIGkT= 6.89 ft SHEARADJUSTMENT FACTOR(-;)= 6.48(fABLE 23D59.72, IBC) 1st FLNUMBER OF SHEARWALLS (N-) ` 2 ADDITIONAL WALL LOAD '= D lb. SHEARWALL REACTION (R:,a,) L,' FL -1 N—♦ R—+.ADD. T)DNAL- - R.,e,=48:ft'332 p1f/2+77046s+0'ms� 15672 bs MIN. LENGTH SEGMENTED SHEARWALLS R-,/ V 156T2.ICs 1436 p6 =. 35.94 ft PERFORATED FULL .14EIGHT SH EATHINOLENGTHREQUIRED. DWALL-L �/Ca-'.35.84ft10.46=. PERFORATED FULL HEIGHT SHEATH -IN G ) PERFORATED FULL HEIGHT SHEATHING REQUIRED =7419ft PROVIDED -3Aft MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG,NIATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V,= t3'' F-141' L 314'332 p8.' 48 ft = 5976 8n 2 2 # 12" DIA- THRU BOLT- y,- = 5976 lbs 10 BOLTS Z.— 623 bs SPACING= L,1#=.48 ft 110 BOLTS 57 h # 3/8- DIA LAG SCREW - . 697616. = 21 SCREWS Z.— 298.66 SPACING Li!#= 48111%21.SCREW,' 27 in USE A MN OF (10) 12' DIA THRU BOLTS s(SPACED A MAX OF.67" o.c) OR USE A MIN OF (27)318' DIA LAG'SCREWS (SPACED A MAX;OF 27'o.c) TO ATTACH MODULE TO MODULE ALONGMATE LINE PREPARED'BY: BARLOWENGINEERNG: P,.C. 66125DCFORKSRD SU E';104 RALEIGH,•NC27815 ' E�lai 6q Pmfea�119pW2PBS-/31321N1110f?]pH iev tIKJBL9I,L-1�eTgSY BFEMMALL-2➢01WFtl15A9CE-]TZAR 16 Page 12.6f^22 1/25/2013 SHEARWpLL"DESIGN PROFESSIONAL BUILDING SYSTEMS - (per 2001 WFCM) - - MODULETO MODULECONNECTIONAT FLOOR, RIMBAND.(ATENDWALLS)' - (CHORD FORCE CONTINUITY) ' T=. 314•F__'W,3/4.•226plf'27SftA2: '334 tlz; CHECK,FASTENERS: Sd NAIL Z. 127.3 6s ' 334, lb. 1127.31bs/FASTENER = 2.62 FASTENERS USE (3) 8d,NAIL(S) EACH END 16 ga. STAPLE Z = 48.3 ft 334 ths/48.3 lbs/FASTENER= 6.92 FASTENERS USE (7) 16 ga. STAPLE(S) EACH END USE A 1S" x.20 ga., STRAP WITH (3)'Bd'RAIL(S)•EACH END OR,WfTH (7) 16 ga. STAPLES) EACH END TO ATTACHMODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCEOF 334 lbs IFRS�ELOOR-ENDWAW,-#i;WF,L*7iDUE"'O. TURNWG. FIRST FLOOR WIDTH (W,)= 27.5 ft SECOND FLOORWIDTHt(W2)" 27.5 It -FIRST FLOOR LENGTH (L,) a 48 ft SECOND FLOOR LENGTH (L�= 48 It SHEARWALLL,h T/P.E: 7/16' OSB EKTERIOR (BLOCKED) w4 7/16. OSB INTERIOR (BLOCKED) SHEATHINgEDGE.8d NAISPACING = 3 O.C. (Bd NAILS OR EQUIVALENT) SHEARWALL STRENGTH,M= 1260 plf MIN. SHEARWALL SEGMENT LENGTH= 2.6 It SUM OF FULL HEIGHT SHEATHING PROVIDED (E; 4) = 15:66 'ft 1st FL PERCENTFULLHEIGHTSHEATHING- 100 % '1st FLMA)l UNRESTRAINED OPENING,HEIGHT= 6.83 It SHEAR ADJUSTMENT FACTOR '(C.)- 1 ((ABLE 23115.3.7.2, IBC) 1st FL. NUMBER OF SHEARWALLS (N-) = 2 ADDITIONAL WALL LOAD - 0 lbs SHEARWALL REACTION (R-,) = L, • FL_ / N—+ R—+ADDITIONAL- R-, = 48 ft' 332 plf / 2+7704 bs+ 0lbs = 15672 Drs MIN.. LENGTH SEGMENTED SHEARWALLS (I..;) = R. I V - 15672 a)s 1126D pg= 12.44 ft SEGMENTED FULL-HEIGHTSHEATHING LENGTH REQUIRED NOWALL =L_/Co"12.44ft/1- 12A4.fl SEGMENTED FULL HEIGHTSHEATHING SEGMENTED FULL HEIGHT SHEATHING REQUIRED. 12.44 ft PROVIDED =16.66fl ENDWALL SHEARWALLS OK ALL'EXTERIOR SHEATHING TO BE BLOCKED LINO E1RSTaHW0R,,'ENDW/ Bii#2 1P,LIFiEDUE I OYERTi1RN�IG " d� k " SUM OF FULL HEIGHT SHEATHING PROVIDED (Z W - 15.66 ft SHEARWALL ADJUSTMENT,FACTOR'(C.)- 1 SHEARWALL REACTION (R.�e,) = 15672 M WAIL HEIGHT (H) 9 It UPLIFT FORCE (Us,) R—,,H +UQ= E L,xC. Uma 15672 lbs x 9It+6527lbs = 15534 lbs 15.66'x 1 SEE PAGE 22 FOR CONNECTION DESIGN PREPARED;BY: 17 BARLO W. ENGINEERIRG:,P.C. 6612 SIX FORKS RD,SUTTE 104 RNMIGH,.NC 27615 Page 13.af 22 E�6e4o: ryN wy.ouwooz Pes4vaza6taotz�Ixl�.vin6.ie+.sK-1J STorrsrlEwwuL-xooiwFce�aAs.7-0saeslmz. 1 /2 512 01 3 • 10d( 14B':3-),N%11L (TOFNNLEL7) -Z-=' 132: Itis (1),SIM LTP4 PLATE Z =. S766 MAXIMUM FIRST FLOOR ENOWAII'SHEAR LOAD = 15672 lbs. - IRIMBAND TO SILL PLATE CONNECTION: V MAXENDWALLSHEAR+L x(3/4'•FL'p_)/2'- • V= 1S672ib' s'+ 48 It, x(314'332`A)2 21848 lbs #TOENAILS PER FOOT- V/Z/W- 21648 16S 1 13 2 lb. 127.5 It 6.0 NAILS 1ft TOENAIL'S®ACING= 12/#- 121'6= . _2'&C. - # LTP4 PLATES PER FOOT = VIZ/W= 21649 Ibs 1575 M 127.5 It '1.4 PLATES / It LTP4 PLATE SPACING - 121#= 1211.4- 8 ' O.C. (72" MAX) USE 10d (0.140" x 3-) NAIL (TOENAILED) @ 2' ON CENTER OR USE(1) 13I1010601N LTP4 PLATE 6 6'-6N CENTER OR CONNECTION TO WITHSTAND A SHEAR.FORCE-0F 21 We mx SILL,PLATE TO FOUNDATION CONNECTION: # 12iANCHORSOLTSa VIZ= 21648�.0ie/1056ms= 21 BOLTS BOLTSPACING- (W -2)1(N-1)= '' '(275ft-2)/(21-1)- 1510 USE 1/2" ANCHOR BOLTS ® 16''O.0 ANCHOR BOLTS TO BE'A MIN OF4"AND A MAX. OF1-0FROM CORN ERS OR�CONNECTIONTOWRHSTANDASHEARFORCEOF21648'Bw # 51W ANCHORBOLTS VIZ- 216481bs / 148616— 15 BOLTS BOLT SPACING= (W; 2)'/(N-1)= -5275 ft -2)/(16-1)- 2110 'USE•6IB' ANCHOR BOLTS a 21 O.0 ANCHOR BOLTS TO BE A M114 OF 4" AND A MAX - OF r -o' FROM CORNERS 'OR CONNECT'l0NTO WITHSTAND A SHEAR FORCE OF 21648 Un CHECK SHEATHING TO RIMBAND CONNECTION: UNITSHEAR CHECK SHEAR F04CE(1/)=. . R,;4, _ sUXCo FIRSTFLOORENDWALL#1:. V. 16672 lbs = 1188 P8 ..,,.. � - DZ7' ALL 7Li: GRi '•.� . :. " 27.5 ft;' 0:48 •: FIRST FLOOR.ENOWALL#2: V. 15672 lbs 570 PO 27:6.1' MAXIMUM --FIRST .FLOOR ENDWALL UNIT SHEAR= CHECK# Bd NAILS REQUIRED FOR SHEATHING CONNECTION: ad (0.131':ZSy NAIL (FACE "LED). 7/16• SIDE MEMBER Z. BS Pos # OF Bd NAILS PER FOOT- _ V.1188. p1I Z 951bs7 NAIL # OF 8tl NAILS PER FOOT = 1261 NAILS PER FOOT OVERALL 8d NAIL SPACING= 121#= 12112:61- 0.95'O.C. # OF ROWS : 3 ROW(S) 81 NAIL SPACING WITHIN EACH ROW = 3' SPACING 3.0.95 o.a 2 ' D.C. USE SHEATHING CONNECDON WITH 3 ROWS) OF Sd NAILS AT2"•O.C. OR CONNECTION TO WITHSTAND A SHEAR�FORCE OF 11 ill 0 PREPARED BY • BAR, ENGINEERING. P.C. 1 .:6612 SIX FORKS RD 6Uf7E 104 ' RALEIGH};Nc zi'si5 - Big 14 D 22 E+aen. En PmjeCali�0002 Pasanzrnal lm roi m 11li1VFF8N.-u sronv m�raruuL-zomwcoe spa ^•:. -`. ... • 1/25/2019 P OF Bd NAILS PER FOOT�V' ., 1188 pH .,.:Z '` =ss lbs!:NAIL # OF 8d "LS PERTOOT- 1251 NAILS PER F09T OVERALL Sd NAILSPACING- 12/9= 1271251.= 0:45'D.C. q OF ROWS: 3 ROWS) 8d NAIL SPACING WITHIN'EACH ROW = 3' SPACING 3 0.95 O.C, 2 ';D.C. USE SHEATHING OONNECTION,VYATH 3 ROWS) OF 8d. NAILS AT 2" O.C. AOR Cd, 16 TO WRHSTAND A 3HEARFORCEOF 1188 FH ALTERNATE SHEATHING. CONNECTION FOR UNIT UPLIFT (GLUE): V. 1188 PB 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 200 pi (FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND: WIDTH OF GLUE STRIP REQUIRED = . • V _ 1188. p8 1 " . .. - Z '.200 ps1'`12'.lft FASTEN: SHEATHING TO BAND WITH '1' WIDE STRIP OF 200 ps1:MINIMUM CONSTRUCTION ADHESIVE 'BRR2/-STORAGE_SIDE FIRSTFLOOR WIDTH (W,)- 27.58 SECOND FLOOR'' "'"' (W' 27.5-R •FIRST FLOOR LENGTH (1-1) 48 R SECOND FLOOR LENGTH (L2) 4B ft •SHEARWALLTIPE: 7/16' OSS EXTERIOR (BLOCKED)./ 12- GWB INTERIOR SHEATHING EDGE 8d NAIL SPACI NG- 6 M O.C. (8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH 436 PH - MIN.SHEARWALLSEGMENTLENGTH! 2.3f1 SUM OF FULL HEIGk SHEkT NG',PROVIOED.(L Q .32.65 It '2nd FL PERCENT FULL HEIGHT SHEATHING= 74 % 20 FL MAX UNRESTRAINED OPEWNG HEIGHT 6:83 R SHEAR ADJU5INIENT FACTOR.(C.)� 0.716 (TABLE 2305.3.72; IBC) 2nd FL. NUMBER OF SHEARWALLS(N.L)= 2 , ADDITIONALWALL .LOADO. On SHEARWALL REACTION(R.eJ- W.."wro .{N—s ADDITIONAL R,,�2=. 27.5; It 200 ptl/,2+;0 Lb. 27501bs MIN. LENGTH SEGMENTED SHEARWALLS;(L':.)- R.—/V = 2T90 163 /436 p7-� 6.31 R - 'PERFORATED FULL. HEIGHT' SHEATHING LENGTH REQUIRED S[DEWALL-=-,Lsw/ CO'. 8:31 ft 10.716 - - isl ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED -FULL HUG_ HT SHEATHING REQUIRED IS. Bl'R PROVIDED -32658 SIDEW LLL SHE_ARWALLS'OK ALL'EXTERJI R'SHEAlHING TO BE BLOCKED UNO, sE ' . nT.�o�?$rD�w.�:k-�s;<-i(iPl�s�ac►F+'io�cii�izruRw) ca'��� � " r � ��.'�.<^�.�..., , ..�rfe�Y... SUM OF FULL HEIGHT SHEATHING.PROVIDED a.L� ` 3265 8 SHEARWALLADJUSTMENTFACTOR-(CO)- ,0.716 SHEARWALLREACTTON:(R—)= 27501b. WALLHEIGHT(H)= e ft :UPLIFT FORCE (UEI) - R, tx H UEI = 2750 M 18 ft 042 lbs 32:85 (t x 0.716, ' SEEPAGE 22 FOR CONNECTION DESIGN PREPARmIBT: (� BARLOW. ENGMEERING.P.C, 1i 6612 SIX FORKS RD SURE,164 I RALEIGH;NC 27615 _ PegB 15 of 22 E+a.lo.byv,q.muwom ces-�mazilsmvoH,.•.irta•.mtiuni stoRv sE�nwµl.voiwF�IawsC�arewaaz ..." -'1125/2013 USE 19d (0.148'._: 3') NAIL '.(TDENAIL'ED)@12' ON CENTER OR USE (1)'.SIMPSON:L74 PLATE�@ 56' OHCENTER OR CONNECTION TO YV"STAND A SHEAR�FORCE OF 5856 lbs PREPARED BY: 2� BARLOW EN6idRING. P.C. 5912 SIX FORKB RD, SUI7E tD4 RALEICH, NC 27615 ,Page 18 61f,22 E+Balar Tiq PAkd+llsmzPawu33zaliala ox�un,ca+sK-1�srom slgum�u-aiotwFw awvcfa ^�.......^^., 1/25/2013 SHEARWALL DESIGN PROFESSIONA_L BUILDING SYSTEMS ,. t. ' �: SECANgI,t)DR�...E�U�V'.ti:!-NgkL{Q�I E 'ri u....ra Y.•:::� r. .,. `d.'s,+^s..�. `. BATH #3TBR #47BR#3 SIDE. '," , .• .�. ..., ; - . �, -_.� - , ..,: . , _ _. • F1RSiFLOORWIDTH'(y9- 27.5 ft SEW FL'ZRDTIi;(WH= 27:5 ft. ' 11 WI Fl RST FLOOR LENGTH - 48 ft. • SECOND FLOOR LENGTH (LH s 48' -ft SHEARWALL--E.7116'�OS6 EXTERIOR ,(BLOCKED)./ 112'GWB INTERIOR, SHEATHING EDGE BC NAIL SPACING= 6 Ib O,C. (Bd NAILS OR EQUIVALENT) SHEARWALL STRENOTH,(V)= 436 pif MIN.,SHEARWA4 SEGMENT, LENGTHS Z3 It SUM OF FULL HEIGHT SHEATHIN(3:PROVIDED�ICE ,L)= 34.178 '2nd FL PEROENT FULL HESHEATHING- '71 'HIGHT 2nd FL -MAX UNRESTRAINED.OPENINGEIGHT- 6.63 ft ' SHEAR ADJUSTMENT FACT,05(Ca= 0.692L (TABLE 2305.3:7.2, ISP) 2nd FL NUMBER GF SHEARWALLS IN.q,) 2 ' ADDITIONAL WALL LOAD= Otis , _ SHEARWALL REACTION (Rwg)=W[',Wy /N, +ADDITIONAL= ' R,im -27.5ft-200pt./2+0Ibs- 2750 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L-) R—I V 2750 lbs 1436 pit= 6.31 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SI DEWALLmL / C. '691 ft 6.692 9.12'ft PERFORATED, FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED =9.12 ft PROVIDED - 34.17 ft SIDEWALLSHEARWALLS OK ALL: EXTERIOR SHEATHING.TO BEBLOCKED 'UNO SECON 84 DOR At V#2MU EtTO 1NG' SUMOF FULL HEIGFIT SHEATHING PROVIDED (E La= 34.17 ft - SHEARWALL ADJUSTMENTFACTOR (Co)= 0.692 SHEARWALL REACTION:OH. )= 2750 @s -WALL HEIGHT (H) B It UPLIFT FORCE,(Us/)R—,XH ELI. Co ,Ue, = 2750 IEs x 8 ft 931 Ibs 34:17 ftxO.692 SEE PAGE 22FOR'CONNECTION DESIGN FsECowp:FL"'OOR?SIDEWAla--us IEi4R?CQNN SECOND FLOOR WIDTH (W,)= 27.5 ft SECOND FLOOR LENGTH.(LO= 48ft FL - 226. plf 1/Z' ANCHORSOLT Z. 1058 6s 5/B' ANCHOR'BOLT Z= 1488 Ibs 1Dd(0.148'x 3')NNL(TOENAILED) Z= 1326s 16d (0.162' x 3.5') NAIL (FACE NAILED) Z. 191 lbs ' (1) 61MPSON LTP4 PLATE Z= 575 Un MAXIMUM SECOND FLOOR SIDEWALL SHEAR LOAD = 2750 pit RIMBAND TO BOTTOM /TOP PLATE / RIMBAND CONNECTION: V= MAX SIDEWAALL SHEAR +W7 x Fly.. 12= V= 2750 lbs +275 ft 226 p1f/2 5858 pif fI TOENAILS PER FOOT= VIZ/L- 5B581bs/1321bsl48ft- 0.9 NAILS/ft TOENAIL SPACING- 121#. 12109- 12'O.C. (16- MAX) # LTP4 PLATES PER FOOT- VIZ/W- 5858Ibs157SP-148ft= 02 PLATES/ft LTP.4 PLATE SPACING - 121 p = 12/0-2- 56 ' O.C. (72 MAX) USE 19d (0.148'._: 3') NAIL '.(TDENAIL'ED)@12' ON CENTER OR USE (1)'.SIMPSON:L74 PLATE�@ 56' OHCENTER OR CONNECTION TO YV"STAND A SHEAR�FORCE OF 5856 lbs PREPARED BY: 2� BARLOW EN6idRING. P.C. 5912 SIX FORKB RD, SUI7E tD4 RALEICH, NC 27615 ,Page 18 61f,22 E+Balar Tiq PAkd+llsmzPawu33zaliala ox�un,ca+sK-1�srom slgum�u-aiotwFw awvcfa ^�.......^^., 1/25/2013 .PREPARED BY: ^.�.. BARLOYYENGUIEERING: P.C. L 6613 SIX FORKS RD ;SUfTE 104 RAL'C 37615 Pegs 17 OF 22 E+Be eV 010e visro2 FBSA213ZQ I—Mur+n,..wa awi-l+sToar elErnwiu.mulwFcuailsa=aasPesivEIGH, N 3z. - 1/25/2013 SHEARWALLDESIGN PROFESSIONACBUILDINGSYSTEMS`f• (Per 2001 WFCM) ` ., - - .. ,... 1 �. HEC SHEA . G' - 'RIldBAtdDCL3NNECTl9Tt *; , t u".:" UNRSHEARCHECK: .- - 'SHEAR .. FORCE'.M = .. Ra,.1 ... . -- 'SECOND FLOOR SIDEWALL #1: V= 27501bs • - 118 pH 32.65ft'6:716 SECOND FLOOR SIDEWALL#2: V= 2750x. _ .. 117'pH 34.17 (!'0.692 - - MAXIMUM SECOND. FLOOR SIDEWALL UNIT SHEAR 718 p# CHECK# 8d MAILS REQUIRED FOR SHEATHING CONNECTION: 8d (0.131'x2.5') NAIL (FACE NAILED). 7/16' SIDE MEMBER Z. 95 me # OF 8d NAILS PER FOOT= 'V = 118. pif 'Z 95 lbs/.NAIL 4 OF 8d NAILS PER FOOT = 125 NAILS PER FOOT OVERALL Bd NAILSPACING= 1214= 1211.25= 9.60'O.C. # OF ROWS: 1 ROW(S) Bd NAIL SPACING WITHIN EACH ROW = 1SPACING 1 '9.6 o -c 6 ' O.C. USE SHEATHING CONNECTION NTH i ROW(S)OF 8d NAILS AT 8'.O,C. OR-CONNECTION'TO "STAND ASHEAR FORCE OF 118 PY UNIT UPLIFT CHECK:(EOUAL TO UNIT SHEAR) CHECK 8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d (0.131' x 2.51 NAIL (FACE NAILED), 7/16' SIDE MEMBER Z = 95 lbs # OF ad NAILS PER FOOT= V, . = 11S plf - Z 9516s / NAR '# OF BdNAILS PER FOOT = 125 NAILS PER FOOT OVERALL 6d NAIL SPACING= 12/#- 12/125= 9.60'D.C. # OF ROWS : 1 'ROW(S). Sd NAIL. SPACING WITHIN EACH ROW - 1' SPACING 1 ' 9.6 — 6 ' O.C. USE SHEATHING CONNECTIONWITH i ROW(S) OF 8d NAILS AT 6- O.L. OR CONNECTION TO,WTTRSTAND A SHEAR FORCE OF 118.pif ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT (GLUE): V. 118 pH 200 p.1 MINIMUM CONSTRUCTION ADHESIVE Z. 200 psi (FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR SAND: WIDTH OFGLUE STRIP REQUIRED V.118PIf. _ = 1 " Z 200 psI'12"/ft FASTEN SHEATHING TO BAND WITH 1' WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE .PREPARED BY: ^.�.. BARLOYYENGUIEERING: P.C. L 6613 SIX FORKS RD ;SUfTE 104 RAL'C 37615 Pegs 17 OF 22 E+Be eV 010e visro2 FBSA213ZQ I—Mur+n,..wa awi-l+sToar elErnwiu.mulwFcuailsa=aasPesivEIGH, N 3z. - 1/25/2013 FIRST FLOOR WIDTH.(W,)- 27.5A SECOND FLOOR WIDTH�(WH- 27.5 It FIRST�FLO'OR LENGTH (LI)= , , SHEARWALL DESIGN PROFESSIONAL�BUILDING SYSTEMS 'SHEARWALL TYPE 7/16' OSB EXTERIOR (BLOCKED) w/ V7 GWB INTERIOR SHEATHING EDGE &d NAIL SPACING = 6 127 O.C. (8d NAILS OR EQUIVALENT) . , �F.OtS'fELOG)R. ;SF1EA:. IN �JZEQUkiEM 436 Pif -`SUN'ROOM /LAUNDRY.'SIDE '' 26 it - �1R5T FLOOR WIDTH (W,) 27.5 It . ,- •. ,. '.SECOND FLOOR WIDTH (W7)` 27.5 It ' ' FIRST FLOOR LENGTIi.(LI)= 48'ft - 5.83 ft ' SECOND FLOOR LENGTFI,(L� -f 4B ft 0.662 (TABLE 23D5.3.72, IBC) ' BHEARWALL,T1'PE:7116'01SS EXTERIOR,(BLOCKED) w111Y6WB INTERIOR 2 'SHEATHING EDGE Bit -_NAR SPACING'= 8 N O.C. (8d NAILS OREQUIVALENT) Obs .SHEARWALL STRFIJGTH (V)= , 436 ,PIT /N,y,+R_.+ADDMONAL- MIN. SHEARWALLSEGMENi LENGTHS. 2.6 _ft, MIN. LENGTH SEGMENTED.SHEARWALLS RSI/V= • FULL HEIGHT SHEATHING PROVIDED 3099 ,tt ' tat FL PEI', _FIULL HEIGHT SHEATHING - 7D%- -: PERF,ORATFDFULL HEIGHT SHEATHING lel FL MAX UNRESTRAINED DPENING#1GHT-. 693 R PROVIDED =`211.49 R ' SHEARADJUS'M 4AC40R(Ci) 0.729 .(TABLE 2305.3.72, IBC) tat FL NUMBER OF SHEARWALLS'(N")- _ 2- ADOfT10NAL.WALL LOAD = 0lbs. . - SHEARWALL REACTION (RL—, - Wi-FL, 1 N, .R_+ADDITIONAL= ' R—, - 27.5 ft:' 226 p1112+2750 ba+0lbs= '5866 bs MIN. LENGTH SEGMENTED SHEARWALLS V-5858 lb. 1436 pH= 13.44 ft ' PERFORATED FULL'FiEIGHTSMEATHINO LENGTH REOUIRED'SIOEWALI:.=L�I.Ooa 13.44ft/6.729- 18.41ft - PERFPRATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING , REQUIRED=18A4 f1 PROVIDED ?30.90 f1 SIDEWALLSHEARWALLS OK ALL EXTERIUR SHEATHING TO BE BLOCKED UNO • ,f)RS1'SF�1-'DAR:S� /psi.�t �_.UP,UFair.DU�+�OAVERTURN&JG�.'�`'`�'� '_i>.,�,:.' �:.u�-+a ". .. SUMOF FULL HEIGHTSHEATHINGPROVIDED (Z Ljs 30.99R SHEARWALLAD USTMENTFACTOR::(Co)= 0.729 SHEARWALL.REACTION(R58581bs - WALL.HEIGHT(H)9 ft UPLIFT FORCE (UEI) - R,_, x H * UQ = UEI = 5858 ft 9.ft+_942 lb. = 3276 Ibs '30.99.x0.729 ;SEE PAGE 22FOR CONNECTION DESIGN FIRST FLOOR WIDTH.(W,)- 27.5A SECOND FLOOR WIDTH�(WH- 27.5 It FIRST�FLO'OR LENGTH (LI)= 48 It SECOND FLOOR LENGTH.(LA .= 48 It 'SHEARWALL TYPE 7/16' OSB EXTERIOR (BLOCKED) w/ V7 GWB INTERIOR SHEATHING EDGE &d NAIL SPACING = 6 127 O.C. (8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH'.( V)= 436 Pif MIN. SHEARWALL SEGMENT LENGTH= 26 it •FULL HEIGHT. SHEATHING PROVIDED= 28_.49 ft FL PERCENT FULLHEIGHT SHEATHING 59 % 1st FLMAXUNRESTRAINED OPENING HEIGHT 5.83 ft SHEAR ADJUSTMENT FACTOR (C,)= 0.662 (TABLE 23D5.3.72, IBC) 1st FL' NUMBER OF SHEARWAL IN")z 2 ADDITIONAL WALL. LOAD= Obs SHEARWALL REACTION (R—,).-W,'FLy /N,y,+R_.+ADDMONAL- Rw.', - 27.5 I1' 226 p1f 12+4750 lbs +O bs= 5058 Ibs MIN. LENGTH SEGMENTED.SHEARWALLS RSI/V= 5858lbs /436.pMe 1&44 It PERFORATED FULL HEIGHTSHEATHING LENGTH REQUIRED SIDEWALL =-L �/�C mA3Atft/0.662:x, '2030.ft'. PERFORATED FULL HEIGHT SHEATHING C PERF,ORATFDFULL HEIGHT SHEATHING REQUIRED'. "0 ft PROVIDED =`211.49 R SIDEWALLSHEARWALLSOK ALL EXTERIOR SHEATHING TO BE BLOCKED'UNO PREPARED BT: - BARLOW ENGINEERING.P.C. 22 6812 SUI FORHS RD"SUfTE164 RALEIGH;.NC 276145 -Page 18 Df 22 0, E+aaw.•E,cPn�I+z000z w=�Mlwlzs pHmuwvElwL-i�sToayst�wtw�u-mn+wralawsrF-7�Fsa-ialz , . 1/25/2013 SHEARWALL DESIGN FiRSTrFiOCR�DEWA1'L'i#2:�[iR1:aFTibUEA!D- i1ERTAJRN�IG�e ,.s'.. � ;r; SUM OF FULL HEIGHT SHEATHING PROVIDED.(Z W - 28.49 ft SHEARWALL ADJUSTMENT FACTOR--•(Gp)= 0.662 SHEARWALL REACTION'(R„ ) 5859 ft WALL1,66HT(H)=. ,9ft UPLIFT FORCE CUE,)=. R,b„xH _. +UF - ELIxCo UE,''585B@s z 9 ft+931 1bS 3727 lbs ' 28A9 x 0.662 • SEEPAGE 22 FOR CONNECTION DESIGN EIR57 fLOORiSIDEVYA1:Lz?sSHElIitICQNNECi10N3 ,_�;� �. ?.ta•.�.Sm.� `�B �'.�._..,.�'� *"�5: s� ..,....:'»`s.� "'. ,FIRST FLOOR WIDTH (W') -' .27.6 ft FIRST .FLOOR .LENGTH (L,)= 48 f1 FL—. 226 PIf V2'ANCHCR BOLT Z= 1056 Its ' 5/8' ANCHOR BOLT Z= 1408 ft 10d (0.148'x3') NAIL (TOENAILED) Z = 132 IGs (1) SIMPSON LTP4 PLATE 'Z= 675 Ibs MAMMUM.FIRST FLOOR SIDEWALL SHEAR LOAD = 595B It. RIMBAND TO SILL PLATE CONNECTION: V = .MAX SIDEWALL SHEAR+ W, x (3/4' FLS / 2 - V- 5858 Ors'+ 27.5 ft x(3/4' 226 ptf)/ 2 81139 lb. # TOENAILS PER FOOT= VIZ/L,= B189Ibs/1321bs/48ft- 1.3 NAILS/ ft TOENAIL SPACING= 12/#- 12/1.3= 9'.O.C. (16 -MAX) # LTP4 PLATES PER FOOT = V / Z/ W = 8189 1l t 575 1b048 ft - 0.3 PLATES I ft LTP4 PLATE SPACING - 12 / # = 1210.3- 40 ' O.C. (72' MAX) USE 10d (0.148'x3' NAIL (TOENAILED) @ 9' ON CENTER OR USE (1) SMPSON LTP4 PLATE ®40' ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 8189 me SILL PLATE TO FOUNDATION CONNECTION: # 112'ANCHGR BOLTS= VIZ. 81896s/10561t— 0 BOLTS BOLT SPACING= (L -2)/M-1) (48 ft-2)1IS-1)= USE 1/2' ANCHOR BOLTS ®32'O.0 ANCHOR BOLTS TO`BE A MIN. OF 4 -AND A MAX. OF 1'-0' FROM CORNERS OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 8189 lbs # 5/8'ANCHOR BOLTS= VIZ- 81891bs/1488Ib— 6 BOLTS BOLTSPACING= (L -2),/(N-1)= (48ft-2)/(6-1)= :��'--„-434F`rePM--na'd USE 5111- ANCHOR. BOLTS Q 32' O.0 ANCHOR BOLTS TO BEA MIN. OF.4' ANDA MAX. OF 1'41'FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 8189 1b. PREPAREDBY: 23 BARLOW�ENGINEERING. P.C. G 6612 SIX FORKS RD, SUITE 104 RALEiGA; NC 2 S}5 Page.19 of 22 E^Bvbx F�q Py�elleoom cas+u�z,^o}w1pOn�unr�a+sa-1�eroRr slmitrN-amfwFa awSCE-7-0sves-1mz - 1/25/2013 USE SHEATHING CONNECTION WTH 1 ROW(S).OF 9d NAILS AT 3- D.0 OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 311 pH PREPARED BY ^� BARLOW ENGINEERING L P.C. 6812 SUC FORKS RO SURE 104 RALEIGH; NC.ZI61li O.9820'. 22 - Elpano.rPgemttsuooiPati-tmaaliolzs off �,uasiw.0 sransrmmv'u-amwrcriews�--osrwaas ' 1i15/20i3 - - •: s 'SHEARWACL DESIGN. PROFESSIONAL BUILDING S_ YSTEMS - - ' -'UNITSHEAR�CHECK: SHEAR FORCE(V) = '..:R­ ZlL xca . FIRST FLOOR SIDEWALL#1: V=. :686516. 260 Pd It *'0.729 FIRST FLOOR SIDEWALL#2: V= 5858'Ibs - 311 f>K 2BA9` 0.652 MAXIMUM, FIRST FLOOR SIDEWALL UNIT SHEAR= 311 ptf CHECK ad NAILS REQUIRED FOR SHEATHING CONNECTION: Ed (0.131 2.5-) NAIL (FACE NAILED), 7116'SIDE.MEMBER Z= 95@s ' c # OF Sd NAILS PER FOOT=; V311,pV.. Z 95fbsf NAIL - #OF'Bd.NAILS PER FOOT= 328 NAILS PER FOOT OVERALL Ed: NAIL SPACING 1214= 121328= 3.65'O.C. ' #OFROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW =. 1SPACING 1 ' 3.65 or. 3 ' O.C. ' USE SHEATHING CONNECTONWTIH 1 ROW(S). OF 8d NAILS AT 3' O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 311 plf 'UNIT UPLIFT CHECK; (EQUAL TO UNIT SHEAR) CHECK#Bd NAILSREOUIRED FOR SHEATHING CONNECTION; Bd (0.131' x 251 RML (FACE NAILED), 7/16' SIDE MEMBER 'Z = 95 lbe # OF Bd NAILS PER FOOT= V .311. pH Z 951bO NAIL' ' # OF 8d NAILS PER FOOT = 328 NAILS PER FOOT OVERALL 8d NAILSPACING = 1214= 12/3.2B- 3.55 '0Z. #OFROWS: 1 ROW(S) Bd NAIL SPACING WITHIN EACH ROW . I* SPACING 1* 3.65 o.a 3 'D.C. USE SHEATHING CONNECTION WTH 1 ROW(S).OF 9d NAILS AT 3- D.0 OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 311 pH PREPARED BY ^� BARLOW ENGINEERING L P.C. 6812 SUC FORKS RO SURE 104 RALEIGH; NC.ZI61li O.9820'. 22 - Elpano.rPgemttsuooiPati-tmaaliolzs off �,uasiw.0 sransrmmv'u-amwrcriews�--osrwaas ' 1i15/20i3 UPLIFT,FORCES: (SEE ABOVE FOR CALCULATIONS) DEAD LOADS: FIRSTFLOORWIDTH.(W,)= 27.5 ft(MAX 4 -CEILING AEIGHT) SECOND FLOOR WIDTH (WU = 27.5 R (�M�AwXv.4' CEILING"HEIGH ) FIRSTFLOOR LENGTFi,(LI)=, 36'R \••r"� 4CEILING HEIGHT , SECOND FLOORLENG*io-' 32 ff(MAX 4' CEILING HEIGHT FIRST FLOOR HEIGHT (N 9 ft . SECONDFLOOR'HEJOHT,(H�� B ft ROOF.b CEILING ASSEMBLYDEAD LOAD•(RDL)� 15 psf WALL DEAD LOAD (WDL)o 12 psf FLOOR DEAD LOAD (FDL)_ 10 psT SIDEWALK SECONDFLOORCORNER: ROOF DEAD LOAD= 0.6,-RDL'W2'Li/8 ' ROOF PEAR LOAD 0.6' 15 psf' 27.5 ft. 32 R/ 6 = 990 lbs WALL DEAD LOAD= 0.6-.(W'DL'Hi'L2/2) , 0.6'12.p4 8'R'32'f 12- 922 ®8 TOTAL DEAD LOAD = 890X.I IM f .. 1912 0s CORNER STUD CONNECTION LOADS MAX WALL UPLIFT -SELF WEIGHT - 9421 . -:1912 lbs -970 lbs SIDEYALL FIRST FLOOR CORNER: WALL.DEADLOAD= 0.6'(WDL";HI':L,12)= WALL DEAD LOAD= 0.6'12,p.f'9 ft -36 ft 12 11666. 2.d FL0 RDEADLOAD 0'.6''FDL'W2'L./8= Z FLOOR DEAD LOAD = 0.6' 10,"pd,- 27.5 ft.' 321118 = 660 • bs 19 FLOOR DEAD LOAD =. 0.6' FOL' W, ' L1 / 8 • 1st FLOORDEAD'.LOAD = 0.6'10 p.! 27.5Tf'36018= T43 ft TOTAL DEAD LOAD = 1166 Rib +6601bs + 743 @s. 2569 `ms F SELF WEIGHT, INCLUDING ABOVE,WALL(S) 372 CORNER STUD CONNECTION LOAD MAX Ibe 2M9 U. -' 1012 ms.. =754 fb. ENDWALL SECOND FLOOR CORNER: , WALL DEAD LOAD= 0.6'(WDL';H2',Wz/2)= WALL DEAD LOAD ' 0.6' 12 p9' B ft' 27,5 ft 2 = 792. Ibs GABLE WALL DEAD LOAD= 0.6'.(WDL'(.H /2)'W 12)- GABLE WALL DEAD LOADS 0.6.12 pa 117112 )'(2TS 12)12)•(215AT12: 398 bM TOTAL DEAD. LOAD 'i92 lbs3M U. 1190 Es CORNER STUD' CONNECTION LOAD= MAX WALL UPLIFT - SELF WEIGHT 6527 Ibn 1190 a 5337 ms PREPARED BY jBARL0 ENGINEERINO'.P.C, 25 ,6812 SIX FORKS RD 'St)f7E 104' RALEIGH; NC 2767b' PagB 21 Of; 22 Eie.e. ee P�gemvi000z� solii ofinr,uwes�s�L-usroRrsl�rnwxL-mmwwearse,:a-0sFes-gas ,..".. V25/2013 SHEARWALL- DESIGN (per 2001 WFCM), WALL DEAD LOAD= 0.6•(WDL•H,'W,/2)= :WALL DEAD LOAD -.D.6.12pst',6 It 2T5q/2= 891 lbs CORNERSTUD CONNECTION LOAD,- MAX WALL UPLIFT -SELF WEIGHT,; INCLUDING ABOVE WALL(S) 16534 msNj lbs -1199 lbs - 13883 @s EJ'PORSOR►IERNOLpDD a v, UPLIFTFORCE- 6527:Ibs'(MAX OF SECOND FLOOR UPLIFT .FORCES) SECOND FLOOR DEAD LOAD (DLO 1912 ft+ 1190 lbs m 3102 lbs HOLDDOWN FORCE 6527 lbs -3102lbs ,34256xi CHECK FASTENERS: Sd NAIL Z= FALSE 6s 26 ms! FALSE Ea / FASTENER m #DIV!(11 F ERS #DN)01 16 gs STAPLE 2 = F s 3425 6u I FALSE ms I F _ #DN/01 FASTENERS USE #DN/OI 16tl COMMON NAIL ALLOWABLE SHEAR(Z)- 191 Bm MAX CORNER SND CONNECTION LOAD- 5337 Bn NAIL SPACING (2 ROWS)= 2 -H -Z -2'.8ft•191r.— 61n D.C. U 5337 K. _ (16- MAX) # OF 3/8' DIA. LAG SCREW REQUIRED - 5337 0. 19 LAG SCREWS Z 29B lb. '(6 MIN) FASTEN_ CORNER IFWDS 2 ROWS OF 16d COMMON NAILS 6- ON CENTER OR.USE (19)3/8' D9l LAG SCREWS - UPLIFTFORCE= '15534 M. (MAX OF. FIRST FLOOR UPLIFT FORCES), FIRST FLOOR DEAD L - 569Bre+19121bs+11901bs+B91 - 6562 Ibs HOLDDOWNFORCE= 1 - 562Ibs= - 897216. ,:OREPARED�BY; BARLOW ENGINEERWG.P.C. 6612 SIX FORKS RD, SUrrE'104 RALEIGH; NC 27615 E+Br EW Pmjedal130002 �MDH.IMNEi511-146Tortr 3lEARWNJ ]f10mFC1I5A5LE-7.OSPBS-IZ42 26 Page 2? -of 22 1/24f21013 tl ON NAIL ALLOWABLE SHEAR (Z) _ 191. Ibs MAX CORNER STUD TION LOAD= 134531be NAIL SPACING ROWS) 2•H•Z =2'9It ig 3 i O:C. U - 530is " (16''MAX) # OF3/8•DIA. LAG SCREW REQUIRED- i1 13453 lbs 47 LAG SCREWS Z 286 Bis (6 MIN) TEN CORNER STUDS 2 ROWS.OF 16d COMMON NAILS a3' ON CENTER OR�USE1471V DIA-LAGSCRENIS. ,:OREPARED�BY; BARLOW ENGINEERWG.P.C. 6612 SIX FORKS RD, SUrrE'104 RALEIGH; NC 27615 E+Br EW Pmjedal130002 �MDH.IMNEi511-146Tortr 3lEARWNJ ]f10mFC1I5A5LE-7.OSPBS-IZ42 26 Page 2? -of 22 1/24f21013 ►.1 D CAL Cr t4 r T�A9.�S�OMAl V�%.t7.7 A1V lY ilii ��YFlYlal: �� y'; } ►.1 D CAL Merle Load' Ibs I Des "tion. _ _ ' : 637E"� P�rtelharne`bnldlJoii%n`s:te uiredatlnuildatiolt�`ralls:-: Z Si sbrSiFJD]9R' see`'ital'fra i-alle5a6onoPFia'nd cal69 fofhold:dowo "lacem'ent1a "ut-subs `• B ., S • '., '' :i: PrcMde;10,6r5/8' encfibr bcRsraf32 co."c." max InlfoundatiortvraA`eteach sldewall to matchs acin of.Wo- band twAl lite connectors •- _-- :3 1 �C" ` �.' '' Piovkle l/2" a"ncfior.bofts atA�n:c or 5/8° anchor bolfs a[ 21 oto in fdund`atl"on w911 at each'endvrall .:" , `' - -' 7. D 1EVMi P&tal,Frarri6�'!eS6W nd e4lcbWRonsan8 elevaflon E.,," r .: 1EW#2'sheary Il `e• fii6n ' denotes menden"tF OS5ihbathin -re "inred intedor &`exterior "F' 7836-Sh66MvillFs"rn'enthofddown>Sirii"sbnHHDpii`SDS2.5'oreu' orconnectlon':towlth`standan'uI•dtforceof7a36lbs ,: �: ote'InstaAetioribfs dfledanctiorreLire3'min.wiiod'me"niberltilcknes=5.5"1 4 2x studs andl"-dla�anchor`boltmin.`A:B'embed.- r:rifc _ -, , -1 :,.i.•: ~ �or FC -:': 8972 Cd(h6 f6ld-down:%Slg son HHDp14SDS2:5 or,e ua connecfion to with'stand,bfi a6lift force of 8972:lbs,. , .._ '.. ' _ ._'-. ,_. ,� :: -- ":90745 _ NoteC'166thRition'of s` edfied anchor i `Ulrds'riilh:.mk od member`thickn'ess='5:6', 4 .2k's ds and 1`.dla'LanbKbr'bolti fiin:`KB:-embed. perh*. •. --.' 1 ` ' 1/2;:dia, la s6feNW at '-'ual'.veitfcals"•'cin or c6i'666Bo'n to wR tehd u Aft force of 13 453 lb-s 13453' Flrst'flobr`c'omerstud:coon"action=, '� _ _ lari66Us'Rrst level endvvall and sld&M sections In same:manner E s;A ical sldev"Is• roviddU lfft &lateral connections formisc._endwall 6 u lift& l`aterel`co6rfEZUdnsfdrrris i:'sfdewaAaectiohs`eY "feel sweYr Iw 831 Z •''' imson'LTP4'et�e ual venial spacing or connection to resist Module-to;rn'odule'oonnecfion across ointln extedorsheathin strnate�Ade:'1 S 8825 PHSheath'mfsc ' an'u'fdttorca o£8317_`Ibs " ' � "_ , 8312 . dModule-to-nwdule'con edion acxoss exterior olnt atmatei Ilne: 14 `Sim n A35 ate al vertical " acin or connec6anto resist '8400 .' an.u`tdtforbe of 8317Ibs J 3425.. ;Second level corner hold downs 1 3" x 16 ' a stra w/ 28 16dssinkers eaoh.er d or connection to resist u Ilft foree oF34251bs rovide 4585 — Slr -son CMSTC16 coiled stra" i or a Ua w/ min 25";end len " s „° K . Perforated'WEiai all'r uiies OSBrsheathir 'intddor&'exterior L " 2EVWl sheary Ilsd'ment 'dehotesse`m'en'taen'th • " -' b - M•�.' >65 B Sec ndllevel shearwall:"se menth6ld-fit T x.16 ai'stra "w/� 28 i8d sinkers each end i`idi'stra or corineoti on toreslst Aftforce`o`f6576'Ibs•. - 9170 , '^ .,. _. roNdeSlm• son�CMSTCI6 coAed`� 'sore" al w/min.'26"iend len Bis. � ` -° ' �' '`' •. �' - ` N Sheath'ends'caaneous-aecoridlevef'endwelf®ndddewaA�sedtonslnsame`mehneres.. o1 alsldeWis,6rovideupllft6tat'eral:ccnnec6orsformis6endwafl - .. c. ...:.secllons er kal�endwallr.`rovldeufifl:8�iateralcon"iiectiolisfor:ritise`sidewaAsec6oris er.-`kelsideweA's-,.,, . _ �•^ y , 0 - - al:vertleal "- do 'oraPins�cfionto reslsT' , .. :6578 .: Module;lo-mbdule"connectionarmssextedor cintitmateMe:' 11 Sim sonA35at u -:6600 ' .; anu AR;forceof6578�@s .- -,, -; ,�+, `.-. - •,,::.. - . �,;, - - �� P ..6578 : i Mod'Ole-lo-module coWacflon aaoss exledor oint at mate rin•e[- 11 sl `spbh A35 al • ua Vditcal "adn oroonnec6ori16 resist • .... • 6600. , ` `" -'ori 'Aftlorce'iif6678'Ibs�,.._,. ..,.. _, :.. -•-: z ,...;, ,,. _ - :p _. _ __ .. _ rsheatt,ln 'te'eaCfl Vdnd sbiit In"second levet'oellln`,irarnln ANDsecondlevel floor framin : 2 Dr10 w/2x10 bloddn eadi side at7-0' " fastdwfloo IR 627' Provide' 2,2x10 bl6d&4 between'secodd lav Jl oor oists-' ovar eAMorwell oflstievel modulefiMeneach end w/- 4 16d t6e-iaAs"anch6fblodd to -.. 654.. " ..ceAiri--barid�beloww/:1'6'z"20�ge:afro`sat�16'o.o•fasleneachendoTatre w/6`Bdnells s Anc iorsecbnd level .Roor fmnm h to first levet ceMh_ band below in dent hated loca6ondnsame manner as ulri d:foe otherehdwa6s •' - - - _ ' ' - 'useai:6°.z 20 'ae"s-`-ea"sNtlw! 8dnefisea:endort"vitn 16 16'ai'sta lesea:'dKd�orconoecflootow6h"standa6tfpHft'forceof6'22@s. Ca-. Ibs' Of:P ua orconnectienSo`Svithstand:aau Rtiorn'e�tB31716 _...:.. .�:98fi0 } _._._,—_...__;.,._. titute ",FC'.an'chor for `one "A"-where':Indicated o' :' an... .. � •:` ' 28 .. _...., .-:-.:. 2. .: .. _6- .27•pp `'�73 l ,.1J 9 UNIT .'A • . 9 ry d �_� + !i!7 6�0*' 3sg ,UMT;'B ;10 0 F-3 � ��l - Al FRONT 3 a p 3 p m p:« D - ® -----® '. rn, ' PORCH OVERHANG SLAB POSTS AND,:RAILING OR-POREH�O BE-SUi pwtw- ND --- '100 INSTALLED ON-SITE!BY OTHERS , t c Z a4. I N Ln su a Paiog'SC o , P z 1 o ;O0 1 O N P. "' In I �pzrn 138 O zo I I , 5 Z 'IIoo ,• Z.m m Nom' 3D. I ---=-- I C) a Im. g o p s s, 5'-0'3/6 I I 0 co D:aP.� I oy oC' }V L tA v m Om0��1 y 65p S� V o z(ZAJm6 ,, N = o -. _.f*1 _,- —_ _ -I 8 10' K) —___ Z , "UNG BY ut�Nurncnuttx .- - N A � -` w_I I �,. El al17 A $ Y 12•-11' i q' • - uaa '4 11 w3 OAII I '; N ... c , or 2x6+" G N 2 O ❑ - 1 2- 1- i,.vo 1u+om N, + �Z 'S rt• �1 � 0. ,• q._p: 8'-6 1/2" - - - •- - :>� a,o E° 11 _ - El N Z m o M < N • 9 Q a E.I (t 8-71/2 5 JAI®; SLL . • 12•-8' '-4-. 5 '7- tl ' �, ,• � PORCHA�-HANG, POSTS,AND RAILING FOR PORCH TO BE S L[ED iV ,b•-101 2' SAND b 10. 2- 'ON-SITE`S 7HERS PACE DntE DRnwri ar ` Stratus:` 2840—"PRESTIGE, 2',:STORY 8140 THE BUILDER. 0 10� PITMAN os " zo'r Hus PReuM- •. `, 1st STORY FLOOR, ,PLAN on 8 15 il.:_:. ,. •AG- e n lz.. , s+w -REV. pRELJAI Rev PReuAL:.. - .. - .:- ':. _SOUTHOLD '".: SUFFOLK - Y 12 28 812 HITS ._:FINAL D:Ppp .5jp1y,L 72 ik YAIIXE, SIPECfwv P.D.sox X19 sMm s+ml ioAo sa..M . ' e Bunnix+ �AGaEBwc,PA. nui 120, MPH 3 SECOND GUST 20 ,2200 29 e. s exams (5370) eu27112+ SYsl�vs,lit:. Fq>c,(sro) fln-siu onow ua _ xwt ea ru W.: 42232 SERIAL P.42232(760) .. O di 64'-0• o. f _azo" r � W 26-'-10 3/4'•Tt7e@eR[D•71 • , 0 r p ia'-o 1/2' STORAGE o�C m .o o 1 t� WALK-IN.: . 1 #2 wir -.,. \ v -,BEDROOM CLOSET Roos Sq Ft- 255.79 ; - -Po" 81 .8 vml f1N I r❑ " + V.9 VW,* 50,53LO o C--- z--- O T�rr7 `- -" .; Sa a° -,1mo,.i :•s1 4 I `� ( PLU DOM 1 HALL / P� / I 3 ..14 - "1 11r '?. Y iv �• JIAfB ,. { — :Si1 -,.. 9 OMIT X-11' SECT r�yQ� r` a,GWALL _? CN, :1 a 0 .� ❑� 12'-6. J .jA I 5a CD 6 WO � Ln BATH #2 'm BATH #3 n BE #4 (4 c) 0�0 N Q w 0Roan Sq At: 129.17 BEDROOM #; o 2 2 Q. I ! :�:• N., ._ . -,:I Ught,Rw. 10,33 Rom. Ught:P,&M,,l 2.3 4•^„„ Sq FL C,4 t,. _, DECK-', y., -T :...rn Vwl,RaF 5,17 l'ghFRe� 10.33 Ymt'Prariaab Pr 3' RADON. VENT” _ Wd eyide2 ti. - 21!19 O I - a- K \ N g I77 \. CLO I: N 11 -Op /4 ,;j_4• a 7-0' 2 6 I/2Ll t 1.r ®Z. E-• <72 . .!� - - - I 1z �qp' 8• y � NOTES1�* DENOTES ADDI'j�10 CCLUMN ' 5.,FLR'GIROER UNDER!BED�a;e2:T0 BE'(6)'•1:� 12'.X 9114'..M:L'- - --8. - - - " -- - - 22X6 E7RERI90R�WALLSt 6" OIC.' _ .� 6. CLG:BM OVER BED. /i2 TOIBE: (2}1 1/2'x8 1/4' M.L: 10. 3,_X4 MARRIAGE WALLS�16� 0 C HOUSE: :NO. OF STORIES,'=" WIND L EXPOSURE C , ATE , GORY­ -RbbF8LOOE= HOUSE LENGTH ISTLEVEL I _,CEILJN6 HT. ?ND L'EyEL,6ol`l NiG­Ht ,2 120 mph C iJ 12 48 ft 27.6 ft A_ ft (ASSUMED ORWE&ION ABOVE GRADE) 9 ft 8 ft ,0.83 ft MEAN ROOFHEIGHT CALCULATION., ,H60Sit-' KRH�_=�(BASEMENT,HT:) + ((NO., OF STORIES))([(FLOOR BAND) + (CEILING BAND)j 4 6S, T'.LEVEL CEILING, +,(,�ND11EVEL CEILIN0Hf)"+'' _ [1/2.pj PpI12�x (HOUSE 6 SE 10TH /121 28 34 ft, INCREASE -FOR SHEAkCALGF7 28.64 It PORTAL FRAME HOLD DOWN CALCULi4TIONS: ' FROM POR MAXPLIFT REACTION.8317 1169 PORTAL FRAME S4m!PSON,STHDl,4R ' J " CAPACITY 4430 lbs Nb.A'NCHORS'kiE'Q'b 2 TENSION AT TjPb8T = 771 d lbs 1.51',X 20 qa. STRAP CAPACITY = 973 lbs -NO., STkAk�'REqb = 8 (4 EACH SIDE) 8d NAIL CAPACITY = 127.3 lbs NO.NAiL'S:R-EQ'D TO DEVELOP STP r RA I ,�6A� PAC ITY = 8 31 X Aar I&W Eh U, 66� f I 27S ix L R 27615 - al HAND C, AT,10190Bartow A_ti Pro1, 'dct-N Uthbin18_0002 �Vibkit� Project Number 7 D 0 0 7h 602 0 .1 ModelNtambe- r:- PB84228 Project Location'!, N �pra -H ind'd 1661ati h -s 9" DESIGNA HOUSE: :NO. OF STORIES,'=" WIND L EXPOSURE C , ATE , GORY­ -RbbF8LOOE= HOUSE LENGTH ISTLEVEL I _,CEILJN6 HT. ?ND L'EyEL,6ol`l NiG­Ht ,2 120 mph C iJ 12 48 ft 27.6 ft A_ ft (ASSUMED ORWE&ION ABOVE GRADE) 9 ft 8 ft ,0.83 ft MEAN ROOFHEIGHT CALCULATION., ,H60Sit-' KRH�_=�(BASEMENT,HT:) + ((NO., OF STORIES))([(FLOOR BAND) + (CEILING BAND)j 4 6S, T'.LEVEL CEILING, +,(,�ND11EVEL CEILIN0Hf)"+'' _ [1/2.pj PpI12�x (HOUSE 6 SE 10TH /121 28 34 ft, INCREASE -FOR SHEAkCALGF7 28.64 It PORTAL FRAME HOLD DOWN CALCULi4TIONS: ' FROM POR MAXPLIFT REACTION.8317 1169 PORTAL FRAME S4m!PSON,STHDl,4R ' J " CAPACITY 4430 lbs Nb.A'NCHORS'kiE'Q'b 2 TENSION AT TjPb8T = 771 d lbs 1.51',X 20 qa. STRAP CAPACITY = 973 lbs -NO., STkAk�'REqb = 8 (4 EACH SIDE) 8d NAIL CAPACITY = 127.3 lbs NO.NAiL'S:R-EQ'D TO DEVELOP STP r RA I ,�6A� PAC ITY = 8 31 1 EW#2: WALL SEGMENT HEIGHT, H = 9 ft WALL SEGMENT LENGTH, .L= 45,ft MAX SHEAR AT T/WALL, P = 15672 ,Ibs NO. OF SEGMENTS = 4 MAX UPLIFT REACTION = (Px H) / L = 7836 lbs SIMPSON STHP14RJ CAPACITY = 4430 -lbs NO. ANCHORS REQ'D = 2 SIMPSON HHDQ11-SDS2.5 CAPACITY= 850514S _ -CUSE> NO. ANCHORS'REQ'D = 1 MODULE -TO -MODULE ENDWALL CONNECTIOWQALCULATIONS: 1 EW#1: FROM PORTAL FRAME CALCS MAX UPLIFT REACTION = 8317 lbs SIMPSON LTP4 CAPACITY = 575 lbs NO. ANCHORS REQ'D = 15 SIMPSON A35 CAPACITY = 600 lbs NO. ANGHORS,RI=Q'D= 14 (ALSO PLACE AT 1 EW#2 - CONSERVATIVE) 2EW#1: ROM SEGMENTED WALL CALLSMAX UPLIFT REACTION = 6578.. lbs SIMPSON A35'CAPACITY = 600 'lbs NO ANCHORS REVD = 11 (ALSO PLACE AT 2E W,#2 CONSERVATIVE) 32 2. LATERAL• LD ATFLOOR DIAPHRAGM '= 332 pif 2SW#2 MODEL: - 332 pji 5681 lbs 36 ft '8927 Ib's, 8 ft COMPRESSIVE FORCE = 8927 lbs S-P-,F.No. 2; Fcll = 425 ;psi AREA OF 2x10 = 13.87'1 n A2 MIN.,2X1O'S REQ'D = 2 [SHEATHED TOP & BOTTOM Wl BLOCKING AT 2'-0" o.c.] 2nd FLR;BAND TO 1ST CEILINO'EAND FORCE = 622 lbs (AT EACH STUD) 16d TOE -NAIL CAP. = 158'.Ibs NO TOE=NAIL REO'D = 4 3 33 FIRST FLOOR CORNER STUD CONNECTION FROM SHEARCALCS UPLIFT FORCE = 13453 'lbs Z� Vz' 6,Av LA&k'RbW 6- my, bl�" 350 lbs (1.1/2" SIDEVEMbER THKNS) S ALLOW INCREASE �560 lbs biA 1/2 LAG 'CREW CAP W/'I;.6 ALL6A ,N,Q 1/2!'-,LAG,,5Q LAGS SCREWS @EQUAL VERT. SPA.`.. '4 34 661 Z Six iFdftRd Suite �104t _- 2' -615 CALCULATIONS H R E C- I -LO HOLD sE-cbNDr,,FLOOR,,C.'ORNE.R�HOLDL�D'OWN:' Fk6M:tHEARCALC8,lUPLIFT FORCE - 3425'1 SIMPSON CMSTCI6 OOILED STRAP CAPACITY 4585-jbt NQ•. STRAPS D� 1 EACH L 3 b TH FIRST -'FLOOR CQRNER HOLD -D OWN: (NOTE -SEE PORTAL FRAME UPLIFT C-ALCS-FOR lEW#1 HOLD-DOWN REQMTS.) (NOTE"SEE sHEARWALL SEGMENT UPLIFT q4cs,FbR AbD'L 1 EW#2 HOLD-DOWN REQMTS.) OM SH'E-'Ak6ALC8 UPLIFT FORCE = 8972 lbs FROM 4m'PSON HHDQ14-SDS'2;5 CAP'A61'T',Y, = 10745 lbs NO-ANQ-HpRS�pEQ'p=.. SIMP_ SON 'H FIRST FLOOR CORNER STUD CONNECTION FROM SHEARCALCS UPLIFT FORCE = 13453 'lbs Z� Vz' 6,Av LA&k'RbW 6- my, bl�" 350 lbs (1.1/2" SIDEVEMbER THKNS) S ALLOW INCREASE �560 lbs biA 1/2 LAG 'CREW CAP W/'I;.6 ALL6A ,N,Q 1/2!'-,LAG,,5Q LAGS SCREWS @EQUAL VERT. SPA.`.. '4 34 AL t 1: 8x8 ?1T 90 .. . .........8.5'I .. .MODEL ELEVATION $z8 ENDWALL WIDTH, W 27.5 ft ROOF SLOPE, RS _ 7/12 - 1 . 15672 lbs ROOF/CEILIN.G'(R/C) A8SEM8LY DEAD LOAD = w_ Barlow Engineering, P C: WALL DEAD LOAD = 12 psf 6612 Six'Forks Rd. 40 .psf GROUND SNOW LOAD, pg' = Suite 104 �� pf = 0.7 x'Ce x Ct x i x pg. Ce= 1.0FLAT ROOF SNOW LOAD, Of= = 20 psf . Raleigh, NG 27615. : HAND CALCULATIONS, 4 1 /24/2013' 10 plf Wd12 = WALL DL x (3'+ 1o,.+ (1/2W x RS/12) = PAGE 1 OF'2 I ,PORTALRAME MOpEL; 27 Off P2 :(FO.�.Af�ALYISDES1�NdONLY�` P1 . JOINT LOADS: WIND LOAD FROM LEFT, Pwll = 15672 Ibs WIND LOAD FROM RIGHT, Pwlr = 15672 lbs WIND LOAD 6562 lbs (FROM HW CALCS FOR COMBINED CORNER HOLD-DOWNS W/ 0 6.REDUCTION) P2 = 0.5 X P1 3281 lbs <P1 & P2 TO BE COMBINED W/ Pwl ONLY FOR UPLIFT REACTION> " b3 COMPUTER ANALYST$ RESULTS - FRAME.ATl EW#1 � v1 v2 v3 v4 v5 h2 h4 I e1 ` c2 b3 c4 AL t 1: 8x8 ?1T 90 .. . .........8.5'I .. .MODEL ELEVATION $z8 ENDWALL WIDTH, W 27.5 ft ROOF SLOPE, RS _ 7/12 TRUSS & FLOOR JOIST SPACING, .S = 16 in FROM SHEARCAL•C, WIND LOAD= 15672 lbs ROOF/CEILIN.G'(R/C) A8SEM8LY DEAD LOAD = 15 ;psf WALL DEAD LOAD = 12 psf FLOOR, LIVE LOAD = 40 .psf GROUND SNOW LOAD, pg' = 26 psf pf = 0.7 x'Ce x Ct x i x pg. Ce= 1.0FLAT ROOF SNOW LOAD, Of= = 20 psf OR Of = Ix pg Ct= 1.2 SLOPED ROOF SNOW LOAD, ps = 20.psf ps = Cs x pf 1= 4:0 UNIFORM LOADS: (2) 2X8. Cs= 1.0 ' Wdl1 R/C DL x S/2, 10 plf Wd12 = WALL DL x (3'+ 1o,.+ (1/2W x RS/12) = 253 Off WII=LLXS72= 27 Off V1lsr'll ps X S/2 = 14 Off JOINT LOADS: WIND LOAD FROM LEFT, Pwll = 15672 Ibs WIND LOAD FROM RIGHT, Pwlr = 15672 lbs (CORNER DEAD LOAD X 0.6) , P1 = 6562 lbs (FROM HW CALCS FOR COMBINED CORNER HOLD-DOWNS W/ 0 6.REDUCTION) P2 = 0.5 X P1 3281 lbs <P1 & P2 TO BE COMBINED W/ Pwl ONLY FOR UPLIFT REACTION> " COMPUTER ANALYST$ RESULTS - FRAME.ATl EW#1 NOTE: ,POSTS & BEAMS c1 8x8 h2 CONVERTED TO LVL c2 $z8 h3 (2) 2X8. CONSTRUCTION - SEE 03 8x8 h4 (2) 2X8 ELEVATIONS BELOW. c4 8x8 vl (3) 2X$ bl (4) 2X1+0 v2 (2) 2X8 b2 (4) 2X1;0 v3 : (2) 2X8 . b3 (4) 2X10 v4 (2) 2X8. "h1 (2)2x8 V5 (3) 2X8 Sulte 104 Ralelgh'`NC 27615 . 1/24/2013. v ;:::--- .:•.+--:.T-T:.:-i.�..,�,.e:i..:. #d�T €1At 17#afzlwA::>Zl tslb 16''.c $8 `H j JN lt�iT f�►cklr& C7[1 tI a #Eli >~A f+kW(TFt ci iA11 .., r ... .:... .. . ll.2 �; !.... A':k':':CL'is ........... �vivS�ltly rli: N -' • 1��{��?W.. . ::.............s � :. ' o NOTE 4�� CEILING RIMBAND st� , day NOTE 4 ff >< NOTE 2 .;. -�::. -";-"NOTE 2 ::...:.. i... ' is i. .tSdxv,{:iiii:�:^:�fY::iv:-:::..: - •::2: �:� '�: .•. rim 4'• .G{T:j:i PK NOTE WALL SEGMENT ::>fT::xh, ><;.<in <„ WIDTHS EACH SIDE OF NOTE 3 WDW. OPNG. ARE 1` ` HEIGHT is WDW.OPNG h NOT EQUAL. � ::.:..� :, ' ;,::: • :» NARROW WIDE PANEL < PANEL x 4 NOTE 1 ::';<' b1 NOTE 1 NOTE FLOOR •RIMBAND MODULE ',A WIDTH MEMBER CONSTRUCTION MEMBER CONSTRUCTION c1 (7) 1 5"x7:25" LVL h2 (2);2X8 — c2 (7) 1:5'•'x7.25" 'LVL h3 (2) 2X8 c3 (7) 1 5"x7.25",LVL h4 (2) 2X8 c4 (7)1.5"x7.25":LVL v1 (3) 2X8 b1' (4) 1 5"x9.,25". LVL v2 (2) 2X8 b2 (4)1.5'"x9.25" LVL V3 (2) 2X8 b3 (4)1.5"x9.25" LVL v4 (2):2X8 h1 (2)2x8: v5 (3)2,X 8 PORTAL`FRAME NOTES: 1, PROVIDE (2) SIMPSON STHD14RJ TO ANCHOR END PANELS OF PORTAL FRAME TO FOUNDATION WALL. FASTEN VERTICALSTRAP'OF ANCHOR TO FRAME MEMBERS'PER MANUFACTURER'S REQUIREMENTS.'PLACE ANCHOR STR/ WITHIN 112" OF'SIDE EDGES OF WIDE PANEL. At NARROW PANEL PLACE ONE ANCHOR STRAP WITHIN 1/2" OF EDGE AT WDW OPNG. & OTHER ANCHOR STRAP ON SIDEWALL END OF PORTAL FRAME (AROUND CORNER). NOTE: P..ROVIDE.SIMPSON-HHD14-SDS2.5"ANCHOR ON SID EWALL END OF FRAME -FASTEN STRAP TO BACK OF c4. 2 PROVIDE(4) 1.5" x 20 ga. STRAPS EACH FACE (INTERIOR & EXTERIOR) TO FASTEN TOP. OF c1 TO b3. °FASTEN EACH EACH END OF EACH STRAP W/ (8) 8d NAILS. 3, PROVIDE (2)1:5' x 20 ga. STRAPS EACH. FACE (INTERIOR & .EXTERIOR) TO FASTEN TOP OF c2 & c3 ( N H END OF EACH STRAP -W/ (8) 8d NAILS. g TO b2 AND BOTTOM OF c2 AND c3 TO b1 FASTEN E ERIOR &EXTERIOR) ACROSS SHEATHING JOINT. 4 PROVIDE 4 1 5 x 20 a. STRAPS EACH FACE INT FASTEN EACH END OF EACH STRAP WITH {8) Sd NAILS. 5. ALL: LVL S ARE TO'HA VE THE FOLLOWING MINIMUM MATERIAL PROPERTIES: ( 2,000;Q00 psl; Fb.= 2,900 psl;'Fv = 285 psl; Fcll = 26o0 psi. FASTEN:EACH PLY OF MULTIPLE -PLY MEMBERS TO'ONE ANOIN,ER: UV/'ROWS OF (3)16d, NAILS @ 12 o.c, 6. ALL; 2x8 MEMBERS ARE TO BE GRADE S P:: -F N0. 2. (MINIMUM). 7. FOUNDATION WALLS AND FOOTINGS,MUST' BE CONSTRUCTED TO RESIST AN, UPLIFT FORCE OF 8860 lbs AT PORTAL'ERAME ANCHORS. 8. BOTTOM FIBERS OF BEAM b1 MAYBE NOTCHED AS;REQ',D. TO FIT OVER ANCHOR BOLTS ALONG SILL PLATE. est LEVEL ENDWALL11.PORTAL'FRAME ELEVATION (NTS.) 36 Eh w B RLOW ENGINEERING PC a mw}, 4 Current Date: 1/9/2013 6 Unitsl'syst m yEnglish,,. + Flle name C \Qocuments and SetUngs\drhlDesktop\Barlow Eng Projects\130002 PBS-42232\Revlsed~Portal Frame efz\,, Loadscondition Pwll=Wnd•Loadfrom _.R.2 0' __N 4.. - •- 5J 3t. _ _ ... _ - NJb N U N,7: L=-13.26',[It] s45 4 2X10 37 x"00 t°. I r c�i N a 17 N 16 ,� -- Ir I� 14 II = 9.09 (Ttj -' s4S 2 -2 -XB �o I X N25 6 — N26 N°27 u� e., Q10 L =.,3:09 {ft] M 22x9 _.R.2 0' __N 4.. - •- 5J 3t. _ _ ... _ - NJb N U N,7: L=-13.26',[It] s45 4 2X10 37 42x101 N25 6 — N26 N°27 L =13.26''{ft] SO • x10 4 _.R.2 0' __N 4.. - •- 5J 3t. _ _ ... _ - NJb N U N,7: L=-13.26',[It] s45 4 2X10 37 �H* BARLOW ENGINEERING, PG Current Date:. "9/2013 8:61 AM Units system_ Eriglish File name: C \Documentsand Sethn`gs\drh\Desktop\Barlow Eng Projects1130002 PBS -42 2'�JZRevis6d Portal Frame.etzl Wood Design Design code: AF&PA ND8-ASD-2005 Report Summary -Group by member Load condttions to be included in design Icl =wail+�vdl2+wll+wsl Ic2=Pw6O.6wd 11 +0.6wd I2 1c3=0.16P,wll+wdl9�+wdl2+0.75wll+0.75ws1 I64=6.6wd I1 +0.6wd I2+Pwl r Ic5=wdll+wd12+0.75wll+0.75wsl+0.75Pwir Ic6=Pwll+P1+P2 Ic7=Pwir+Pi+P2 Description Section Member Ctrl Eq. Ratio Status Reference bl S4S 4 2x10 6 I67 at 86.72% 0.82 OK (Sec. 3.3) b2 6 Ic4 at 23.96% 0:92 OK (Eq. 3.9-3) b3 7 Ic2 at 87.50% 0.52 OK (Eq. 3.9-3) cl S4S 8x8 1 Ic6 at 78.13% 0.89 _ OIC (Sec. 3.4) c2 S48 8x10 2 Ic4 at 100.00% 0.90 OK (Eq. 3.9-3) c3 3 Ic2 at 100.00% 0.75 OK (Eq.'3.9-3) c4 S4S 8x8 4 Ic7 at 78.13% 0.81 OK (Sec. 3.4) hl S4S 2_2x8 8 Ic7 at 0.00% 0.07 OK (Sec. 3.8) h2Ic6 9 at 0.00% 0.17 OK (Sec. 3.8) h3 10 1c2 at 0.0061. 0.98 OK (Sec. 3.8) 144 11 Ic7 at 0.00% 0.14 OK (Sec. 3.8) Vi S4S 32x8 12 I67 at 0.00% 0.02 OK (Sec. 3.8) v2 S4S 22x8 14 1c6 at 0.00% 0.23 OK (Sec. 3.8) 0 16 lel at 0.00% 0.01 OK (Sec. 3,6.3) v4 16 Ic7 at 0.00% 0.16 OK (Sec. 3.8) vfi S4S 32x8 13 Ic4 at 0.00% 0.08 OK (Sec. 3.8) Pagel 38 • o BARLOW ENGINEERING f?C Ih' T z5 Current Date 1/9/2013 8--. 53 AM Units system English ' m P,. _. .9 1. , F(le na a yC\Documents and Settln sldrn\Des6 \Barlow En Pro acts\130002YPBS-42232\Revised Portal F,rame:etil g Analysis results ReacEiots 0,ny x x •�` Fy Mx z Fx F, #- PA �y! - Direction of positive forces and moments Forces(Kiol Moments [Kip*ftl Node FX FY FZ MX MY MZ Cdndition lc1=wdll+wdi2tW]l+wsl 1 0.34271 1.98900 0.000,00 0-00000 0.00000 0.00000 8 -03421 1.98900 0.00000 0.00000 0.00000 0.00000 - SUM 0.00000 3.97800 0.00000 0.00000 0.00000 0.00000 Condition Ic2=Pw11+0.6wd11+0.6wdl2 1 -7.45803 -10.58232 0.00000 0.00000 0.00000 0:00000 8 8.21197 12.65088 0.00000 0.00000 0.00000 0.00000 SUM -15.670,00 2:06856 0.00000 0.00000 0(00000 0.00000 Condition Ic3=0.760w11+wdll+wdl2+0.76w11+0.75ws1 1 -5. 5 39590 -6.78975 0.00000 0.00000 0:00000 0.00000 8 6.35660 10.63515 0.00000 0.00000 -0.00000 0.00000 SUM - -11.75250 3.84540 T 0.00000 0.00000 0.00000 0.00000 Condition Ic4=0.6wdll+0.6wdM+Pwtr 1 7.99064 12.65088 0.00000 0,00000 0.00000 0.00000 8 7.67936 -10.58232 0.00000 0.00000 0.00000 0.0000 0, SUM 15.67000 2.06856 0.00000 0.00000 0.00000 10.00000 Condition Ic6=wd11+vvd12+0.75wll+0.75ws1+0.75Pwlr 1 6.19061 10 63515 0,00000 0.00000 0.00000 0.00000 8 5:56189 -6.78875 0.00000 0.00000 o.o66OD 0.00000 SUM 11.75250 3.84540 0.00000 0.00000 0.00000 0.00000 Condition Ic6=Pwll+P1+P2 1 -1.68649 -8.31660 0.00000 0.00000 0.00000 0:00000 8 -8.08351 18.21660 0.00000 0.00000 0.00000 0.00000 SUM -15.67000 9.90000 0.00000 0.00000 0.0000' 0.00000 Pagel 39 Conditlon"Ic7=PwIr+P1+P2 1 7.86218. 14.91660 8 7.80782 -5:01660 SUM 15.67000 -9.90000 Forces envelope Note.- 16 ,19 the controlling ioad condition Forces envelope for 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00-000 ` 0.00000 0.00000 '0,00000 0.00000 Paget 40 Ic3=0.75Pwll+wdll+wdl2+0.75w1I+0.75ws1 164=0:6wdii+0.6wdl2+Pwlr Ic5=wdl l +w,dl2+0.75w11+0, 75wsl+0.75Pwir Ic6=1'wil+01+P2 Ic7=Pwlr+Pi+P2 MEMBER 1 Station Axial Ic Shear V2 lc Shear V3 Ic Torsion Ic M22 Ic M33 lc [KiP1 [Kip] [Kip] [K1P'ft] [KlP'ft] NVII] 0% Max 6.37 Ic2 1.87 lc6 0.00 lei 0.00 :Ici 0.00 lei 9A4 Ic4 Min -10.00 Ic7 -2.15 Ic4 0.00 lei 0.00 lei 0.00 lei -8.54 lc6 25% Max 6.37 Ic2 1.87 Ic6 0.00 'lei 0.00 lei 0.00 lei 4:15 Ic4 Min -10.00 W-2.15 1c4 0.00 lei 0.00 lei 0.00 1c 1 -3.96 Ic6 50% Max 6.37 Ic2 3.32 Ic6 0.00 lei 0.00 lei 0.00 lei 3.84 Ic6 Min -10.00 Ic7 -3.43 lc4 0.00 lei 0.00 lei 0.00 lei -3.95 Ic4 75% Max 6.37 Ic2 0.20 Ic2 0.00 lei 0.00 lei o.bor lei 4.41 Ic6 Min -10.00 Ic7 -0.53 Ic7 0.00 lei 0.00 lei 0.00 101 -5.32 Ic4 1006/. Max 025 Ic2 8.86 Ic6 0.00 lei 0.00 lei 0:00'Ici 9.36 lc6 Min -3.62 W-8.18 Ic4 0.00 ICI 0.00 lei 0.00 lei -8.80 Ic4 MEMBER 2 Station Axial Ic Shear V2 Ic Shear V3 Ic Torsion Ic M22 lc M33 lc [KIP] VJP] [Kip] IKIP*ftl [KIP*ft] [KiP'ft] 0% Max 0.04 Ic6 6.51 Ic6 0.00 lei 0.00 lei 0.00 lei 24.76 .Ic4 ,Min -0.97 Icy -6.70 lo4 0.00 lei 0.00 lei 0.00 lei -23.82 lc6 25% Max 0.04 106 6.51 Ic6 0.00 lei 0.00 lei 0.00 lei 11.91 Ic4 Min -0:97 icy -6.70 Ic4 0.00 Ici 0.00 lei 0.00 lei -11.34 Ic6 50% 'Max 0.04 1c6 5.05 Ic6 0.00 Ici 0.00 lei 0.00 lei 0.55 - Ic7 Min -0.97 lc5 -5.42 Ic4 0.00 lei 0.00 lei 0.00 Id -0.55 Ic2 75% Max 0.04 Ic6 8.20 106 0.00 lei 0.00 Ici 0.00 lei 11.68 Ic6 Min -0.97 .Ic5 -8.35 Ic4 0.00 lei 0.00 lei 0.00 lei -12.21 'Ic4 100% Max 0.04 Ic8 8.20 Ic6 0.00 lei 0.00 ICI 0.00 Id 27.41 Ic6 Min -0.97 Icy 8.35 Ic4 0.00 lei ,0.00 lei 0.00 lei -28.23 Ic4 MEMBER 3 Station Axial Ic Shear V2 Ic Shear V3 is Torsion Ic M22 1c M33 Ic [Kip] [Kip] [KIP] [Kip* ft] [KIP`ftl [KiP`ft] 0% Max 0'.00 Ic4 5.91 Ic2 0.00 lei 0.00 lei 0.00 lei 20.34 Id Min -1.41 ic3 -5.69 'I67 0.00 lei 0.00 lei 0.00 lei -21.47 I62 25% Max 0.00 Ic4 5.91 Ic2 0.00 lei 0.00 lei 0.00 Ic1 9.43 Ic7 Min -1.41 Ica -5.69 Ic7 0.00 lei 0.00 lei 0.00 lei -10.14 Ic2 Paget 40 MEMBER 5 Station Axial [KIP] Ic Shear V2 [Kip] Ic Shear V3 [Kip] Ic Torsion IKIp"ftl Ic M22 IKIP*ftl Ic M33 [KiP'ft] Ic 0% Max 5.72 Ic6 5.17 Ic4 0.00 lei 0.00 lei 0.00 lei 8.54 Ic6 {c6 Min -5.84 IG4 -4.47 Ic6 0.00 lei 0.00 lei 0.00 lei -9.44 lc4 25% Max 0.86 Ic4 4.49 lc7 0.00 lei 0.00 Ic7 0.00 0 17.84 Ic2 Ic6 Min -0.79 Ic6 -4.49 Ic2 50% Max 0.00 I04 4.41 'Ic2 0.00 lei 0.00- lei ,0.00 lei 0.55 I04 0.00 lei Min -1.41 Ica -4.05 I67 0.00 lei 0.00 .Ici 0.00 lei -0.681 Ic6 lei 75% Mail 0.00 '.lc4 6.93 ic2 0.00 lei 0:00 lei 0.00 ..Ici 9.96 'Ic2 0.00 lei Min -1.41 Ic3 -6:69 Ic7 0.00 lei 0.00 161 0.00 •Ic1 9.49 I167 ". 100% M6 6.00 Ic4 - 6;93 W, 0.00 161 0.00 lei 0.00 Ic1 23.25 ic2 0:00 lei Min' -1.41 Ica -6:69 I0, - 0.00 lei 0.00 .Ici 0.00 lei -22;31 Ic7 lei MEMBER 4 Ic2 Ic2 Station Axial Ic Shear V2 Ic Shear V3 Ic Torsion lc M22 Ic M33 Ic [Kip] [Kip] [Kip] IKIP'ft] [Kip'ft] IKlp*$) 0% Max 6.17 Ic4 1.54 Ic2 0.06 lei 0.00 lei 0.00 lei 6.63 lc7 Min -12.44 Ic6 -1.28 Ic7 0.00 lei 0.00- lei 0:00 Ic7 -7.52 Ic2 25% Max 8.17 Ic4 1.54 Ic2 0.00 lei 0.00 'lei 0.00 lei 3.49 Ic4 Min -12.44 Ic6 -1.28 Ic7 0.00 lei 0.00 lei 0.00 'Ici -3.75 Ic6 50% Max 6.17 Ic4 3.04 Ic2 0.00, -Ici 0.00 lei 0.00 lei 3.37 ic2 Min -12.44 Ic6 -2.92 Ic7 .0.00 lei 0.00 lei 0.00 lei -3.29 lc7 75% Max 6.17 Ic4 0.54 Ic6 0.00 lei 0.00 lei 0.00 lei 4.75 I0 Min -12.44 Ic6 -0.31 Ic4 0.00 lei 0.00 lei 0.00 lei -4.11 lc7 100% Max 1.62 Ic2 7.39 Ic2 0.00 lei 0.00 161 0.00 lei 8.27 ic2 Min -7.71 I67 -8.06 Ic7 0.00 lei 0.00 lei 0.00 lei -8.97 Ic7 MEMBER 5 Station Axial [KIP] Ic Shear V2 [Kip] Ic Shear V3 [Kip] Ic Torsion IKIp"ftl Ic M22 IKIP*ftl Ic M33 [KiP'ft] Ic 0% Max 5.72 Ic6 5.17 Ic4 0.00 lei 0.00 lei 0.00 lei 8.54 Ic6 {c6 Min -5.84 IG4 -4.47 Ic6 0.00 lei 0.00 lei 0.00 lei -9.44 lc4 25% Max 0.86 Ic4 4.49 lc7 0.00 lei 0.00 Ic7 0.00 0 17.84 Ic2 Ic6 Min -0.79 Ic6 -4.49 Ic2 0.00 161 0.00 161 0.00 lei -17.52 I67 50% Max 0.86 Ic4 4.49 lc7 0.00 lei 0.00 lei 0.00 Ic1 2.95 lc2 .Ic2 Min -0.79 Ic6 -4.49 Ic2 0.00 lei 0.00 lei 0.00 lei -2.65 Ic7 75% Max 0.86 Ic4 4.49 I67 0.00 Ic1 0.00 lei 0.00 lei 12.22 .Ic7 Ic4 Min -0.79 Ic6 -4.49 Ic2 0.00 lei 0.00 lei 0.00 lei -11.95 ic2 100% Max 6.52 Ic7 4.42 Ic4 0.00 lei 0.00 lei 0:00 lei 6.63 lc7 Ic7 Min -6.67 Ic2 -5.78 Ic6 0.00 lei 0.00 lei 0.00 lei -7:52 Ic2 MEMBER Station Axial [KIPI 1c Shear V2 [Kip] Ic Shear V3 IMP] Ic Torsion [KIP'ftl is M22 -IKIP`ft] Ic M33 [KIP"ft] Ic 0% Max 7.68 Ic4 6.70 Ic4 0.00 lei 0.00 lei 0.00 lei 14.23 {c6 Min -8.69 Ir -6 -6.44 Ic6 0.00 lei 0.00 lei 0.00 lei -14.35 Ic4 25% Max 0.36 lei 7.70 Ic4 0.00 lei 0.00 lei 0.00 lei 20.07 Ic6 Min -1.09 Ic7 -7.44 Ic6 0.00 lei 0.00 lei 0.00 lei -20.14 Ic4 50% Max 0.36 Ic7 3.22 Ic4 0.00 lei 0.00 lei 0.00 lei 1.89 .Ic2 Min -1.09 Ic7 -3.20 Ic6 0.00 lei 0.00 lei 0.00 lei -1.43 Ic7 75% Max 0.36 lei 6.31 I67 0.00 lei 0.00 lei 0.00 lei 10.82 Ic4 Min -1.09 Ic7 -6.68 'Ic2 0.00 lei 0.00 lei 0.00 lei -10.77 Ic6 100% Max 6.87 Ic2 8.31 Ic7 0.00 lei 0.00 lei 0.00 lei 12.63 Ic7 Min -7.77 Ic7 -8.50 Ic2 0.00 Ici 0.00 lei 0.00 lei -12.59 Ic2 - - - - - - - -Page3 - 41 M22 Ic .'[Kip*ft] 000} ici, '0.00 - lei 0.00. Icl 0 00.: lei 0.00 ici 0.00 ac1 0.00 ; Icl 0 00 lei .0.00 14 0.00 lei M22 lc [KIP*ftl 0:00 lei 0.00 101 0.00 lei 0.00 lei 0.00 lei 0.00 Ic1 0.00 lei 0.00 . lei 0.00 lei 0.00 lei M22 Ic [Kip*ft] 0.00 ' lei UO lei 0.00 lei 0.00 . lei 0.00 101 0.00 lei 0.00 lei 0.00 lei 0.00 • lei 0.00 lei M33,, Ic [K P,4u 9,36 Ic6 -8.80 Ic4 7:31 'Ic2 7 20 . -Id 2.52, Ic2 Ic7 9.68 Ic4 -9.64 .Ic6 8.97 Ic7 -8;27 162 IV133 Ic [KiP*ftl 0.00 Icl 0:00 lei 0.00 Jct 0.00 Ic1 6.60 lei 0.00 •Ici 0.00 lei 6.00 'lei 0.00 lei 0.00 Jct M33 Ic [KIP'ft] 0.00 lei 0.00 lei 0.00 lei 0;00 'lei 0.00 lei 0.00 ici 0.00 lei 0.00 lei 0.00 lei 0.00 lei MEMBER 10 Station Axial lc Shear V2 le Shear. V3 MEMBER -,7 Torsion le M22 Ic M33 Ic Station Axiallc Shear V2 ° :lc Shear V3 le Torsion Ic IKIP*ftl [Kip�ftl [KiPI. Max -[K!Pl [KIPI [Kip'it] ` 0.00 lei Max 0.76 Ic1 1 02 Icy_ 000 •Ici 0 00, Ic1 Min -4.64 MP.tn 8.18. Ic4 -0 71 Ic6 0 00 lei 0 00 . Ici 0.00 lei 25% Max 0.76 Ic1 0 67 , Ic3 - 0.00 .ic1 0.00' "Ic1 0.00 lei 'Min 8:18. Ic4 024Ic7, : Q.00 ICI 0.00 J6150% -1.64 I67 Max -0.76 "Icl 3.96 Ic4 mo 'lei 0.09 :lei 0.00 lei Min -8.'18' 'Ic4 3 99 'Ic6 0 00 ICI 0.00 Ici lei 75% Max -0.76 Ic' 1 0.82 "Ic7 0.00 Ic1 0.00' 161 lc7 0.00 Min -8.18 .Ic4 0 95 Ic2 , 0.00 'Ici '0.00 Icl - lei 100% Max -0.76 161 2,17 Ic6. 0.00 Ici 0.00 161 0.00 Ic1 Min -8:18 10 -165 'lc4 0.00 lei 0.00 lei 0.0.0 MEMBER 8 0.00 lei 0.00 lei 0.00 Ici 0.00 lei Station Max Axial Ic Shear'V2 Ic Shear V3 lc Torsion le OAO ici b.'60 -lei [Kip] Ic1. KPI [Kip] [KIP�ft] Ic7 0,00 0% Max 1,34 Ic7 0.00 lei 0.00 lei 0.00 Id Min -1.52 Ic2 0.00 lei 0.00 ICI 0.00 lei 25% Max 1.34 Ic7 0.00 'lei .0,00 lei 0.00 lei Min -1:52 Ic2 0.00 'Ici 0.00 lei 0:00 lei 50% Max 1.34 Ic7 0.00 lei 0.00 lei 0.00 lei Min . -1.52 Jct 0.00 lei 0.00 lei 0.00 "lei 76% Max t.34 Ic7 0.00 lei 0.00 dei 0:00 161 Min -1.52 lc2 0.00 lei 0.00 - lei 0.00:. Ic1 100% Max 1:34 Ic7 0.00 lei 0.00 lei 0.00 ici Min -1.52 Ic2 0.00 'Ici 0.00 lei 0.00 lei MEMBER 9 Station Axial le Shear V2 Ic Shear V3 Ic Torsion Ic [KIP] IKIP] [Kip] [Klp`ftl 0% Max 3.15 Ic6 0.00 lei 0.00 Ic1 0.60 lei Min -2'.93 Ic4 0.00 lei 0.00 lei 0.00 lei 25% Max 3.15 Ic6 0.00 lei 0.00 lei 0;00 lei Min, =2.93 _ Ic4 0.00 lei 0.00 'ici 0.00 lei 50% Max 3.15 166 0.00 lei 0.00 lei 0.00 lei Min -2.93 Ic4 0.00 Ici 0.00 Ic4 0.00 lei 75%o Max 3.15 Ic8 0.00 lei 0:00 lc1 0.00 lei Min -2.93 Ic4 0.00 Ici 0.00 lei 0.00 lei 100% Max 3:15 Ic6 0,00 lei 0.00 lei 0.00 lei Min -2.93 Ic4 0.00 lei 0.00 lei 0.00 lei M22 Ic .'[Kip*ft] 000} ici, '0.00 - lei 0.00. Icl 0 00.: lei 0.00 ici 0.00 ac1 0.00 ; Icl 0 00 lei .0.00 14 0.00 lei M22 lc [KIP*ftl 0:00 lei 0.00 101 0.00 lei 0.00 lei 0.00 lei 0.00 Ic1 0.00 lei 0.00 . lei 0.00 lei 0.00 lei M22 Ic [Kip*ft] 0.00 ' lei UO lei 0.00 lei 0.00 . lei 0.00 101 0.00 lei 0.00 lei 0.00 lei 0.00 • lei 0.00 lei M33,, Ic [K P,4u 9,36 Ic6 -8.80 Ic4 7:31 'Ic2 7 20 . -Id 2.52, Ic2 Ic7 9.68 Ic4 -9.64 .Ic6 8.97 Ic7 -8;27 162 IV133 Ic [KiP*ftl 0.00 Icl 0:00 lei 0.00 Jct 0.00 Ic1 6.60 lei 0.00 •Ici 0.00 lei 6.00 'lei 0.00 lei 0.00 Jct M33 Ic [KIP'ft] 0.00 lei 0.00 lei 0.00 lei 0;00 'lei 0.00 lei 0.00 ici 0.00 lei 0.00 lei 0.00 lei 0.00 lei MEMBER 10 Station Axial lc Shear V2 le Shear. V3 le Torsion le M22 Ic M33 Ic IKiPI [Kip] KPI IKIP*41 IKIP*ftl [Kip�ftl 0% Max 1.50 Ic2 0.00 161 0.00 lei 0.00 lei 0.00 lei 0.00 lei Min -4.64 Ic7 0.00 lei 0.00 lei 0.00 lei 0.00 lei 0.00 lei 25% Max 1,50 Ic2 0.00 lei 0.00 lei 0.00 lei 0.00 lei 0.00 lei Min -1.64 I67 0.00 lei 0.00 lei 0.00 ICI 0.00 -lei 0.00 lei 50% Max 1:50 Ic2 0.00 lei 0.00 lei 0.00 lei 0.00 Ic 1 0.00 Ic1 Min -1.64 lc7 0.00 lei 0.00 lei 0:00 lei 0.00 lei .0.00 - lei 75% Max 1.50 Ic2 0.00 lei 0.00 lei 0.00 Ic1 0.00 Ic1 0:00 Ic1 -Min -1.64 ilc7 0.0.0 ACII 0.00 lei 0.00 lei 0.00 Ici 0.00 lei 100% Max 1.50 Ic2 0.00 lei 0.00 lei OAO ici b.'60 -lei 0.00 Ic1. Min -1.64 Ic7 0,00 lei 0.00 lei 0.00 ici" 0.00 'Ici 0,00 lei Page4 42 48'-O" Ac INIn'Mr. Y 3'-O" ._ 41'-O" DATE; � !� B.P. V 9 0� 41_011 BUILDER FEE• 1�'—`-- NO IFY BUILDiiJ. _'PARTMENT AT - ,----_--------------------------------------------------------------------_-------------------�-Z - -T}}�--------- ----------- i BI _ O I V I I - TM----- • �l------------------------------------------ IItfRED-------- i ----- iO -� _ 1 • .--------, I I 1 .--------,--------,--------, I I I 1 I 1 I I ----- -MPLY WIT ff0 TpWN `, ry ORK STI C :o (.-------------, IFOUNDATION 1/2" @32.00 OR 5/8" @ 32" OC FOR POURED CONCRETE • , LDo , T' EW '`/�' OOIZIDl I` 2. ROUGH - FRAMING & PLUMBING ---�---- 1\ �' - I �1 I V/ , 0 , • , 1 O I 1 1 1 0 , 1 0 1 I o I I 1 1 1 1 I 1 1 � 3. iNsULATION M . � • � 1 I I 4. FINAL - CONSTRUCTION MUST So ------ 1 I I , ; w `�' 4 • ; BE COMPLETE FOR C.O. • PLAN , ' =N ' 0 �� L N ALL CONSTRUCTION SHALL Iv1EET THE W ; (4) #4 BARS ew. CTYP.) ; -k, SOU[HOLD T%NSRW ' REQUIREMENTS OF THE CODES OF ; ; m . ' • YORK STATE. NOT RESPONSIBLE FOR • i ; I ; USE 15 UNLAlNFU DESIGN OR CONSTRUCTION ERRORS. ; I 1 X w/ 24°X24'X12' CONC. Ic Fra 3' BELOW , • , CERTIFICATE; O • .\ • \ ON UNDISTURBED DDSOIL V�IITI�OUT - -- o • OF OCCUPANCY ' r,, • PLUMBER CERTI :ICA: N I '.y ----•--------,PORCH, ON"LEAD RE.);• Io • 11 I.� 51'O11 I 71 O11 71 O11 51 111 51 -711 r'I Q11 CI QII CERTfFIC • =N BUILDER - BI _ O I V I I 4L CODE � -� ', 1 • .--------, I I 1 .--------,--------,--------, I I I 1 I 1 I I ----- -MPLY WIT ff0 TpWN `, ry ORK STI C :o ------ _ _;jN _ , T' EW '`/�' OOIZIDl I` N ---�---- 1\ �' - I �1 I V/ I - �J `("27 (�) 2X6 ACQ J • , 1 O I 1 1 1 0 , 1 0 1 I o I I 1 1 1 1 I 1 1 _ REc)UIRED • . � • � 1 I 1 1 I 1 I I I ' r So ------ ; w `�' I i 3'X3'X1' CONC. FTG. w/ PLAN , =N ' 0 �� L N (4) #4 BARS ew. CTYP.) OCCUPANCY OR SOU[HOLD T%NSRW . - V ' �� 10'daCONCPIER 1 ' i ; I ; USE 15 UNLAlNFU l0 1 X w/ 24°X24'X12' CONC. Ic Fra 3' BELOW , • , CERTIFICATE; • ON UNDISTURBED DDSOIL V�IITI�OUT - -- • OF OCCUPANCY ' r,, • PLUMBER CERTI :ICA: N 1 ON"LEAD RE.);• Io • ; CERTfFIC • =N L 1 ' �� _ - , , ® - sor.c Rus e m w,47T V IQ 'LEDGER BOARD TO BE FASTENDED SUPPLYSYSTEIN'CdANNQ' - ' x �N • :TO BUILDING WITH TIMBERLOK® i SELF -COUNTERSINKING SCREWS 8" PC WALL (OR SUPERIOR WALL) DAMPPROOF EXTERIOR 16"X8" CONC. } EXCEED.2116 OF 19rD LE4D, BY OLYMPIC MANUFACTURING FTG. w/ (3) M REBAR r 1 ' (2 SCREWS @32"O.C.) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------ • • • • • • • • • • • • • • 1 A _ _ _ _ _ _ _ _ _ _ 1 1 -- ---------------------------------- _ _ ---------------------------------------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 71-6'1 DO MOT PROCEED WITH PLUMBING6„.FRAMING UNTIL SURVEY - ALLPLUMBIiNG WASTE k 8 -p11 V1 F•FOUNDATION L!OCATIOIC: 4(DI-LIAO DCr-\I: AbOd t-ir-n 4 WATEFf LINES NEED co - FOUNDATION INSTALLED STRAP HOLD DOWN FROM BUILDER INSTALLED STRAP HOLD DOWN FROM FOUNDATION BUILDER INSTALLED STRAP HOLD DOWN FROM FOUNDATION TO STUDS. USE: (2) SIMPSON STRAP <1TO STUDS. USE: (2) SIMPSON HHDQ11-SDS2.5 HOLD DOWN 4:3FOUNDATION TO STUDS. USE: SIMPSON HHDQ14 ' HOLD DOWN STHD14RJ w/'(4) 2X STUDS &1" ® ANCHOR BOLTS HOLD DOWN w/ (4) 2X STUDS &1" 0 ANCHOR BOLTS �r — '" SCALE:. 1/4 - 1_ 0 ' RETAIN STORM WATER RUNOFF r PURSUANT TO CHAPTER 236 - OF THE TOWN CODE. m 1. eo L1,-,,0." GGT, 'LLT U) D 0 z 5 Z O= cQ ~ G O w WK } Z u w XON �AZ m0ti LD of w n.0� w cn `rte w v \ w Oa February 28, 2011 SHEET NO: D ELECTRICAL 6NSPECTiOY, REQUBRED 31-011 41'-O I' 4'-0 1 CR25 2856 2856 h M Z - TQ 2 � L4 SUN ROOM LEE] LAUNDRY-1O z = O, Q F- r ry o' o LIVING ROOM rn i— o�, ------------- M ��S 2856 -1 M FOYER ° U I 131-011 5'=0" LU _ , , 0. 4 , BATH #1 - Q D@1 o / 2X6 ACO I O w Z , l >- C� ,v ON -4X4ACQPOST o DINING ROOM KITCHEN BEDROOM #1 r,4- z N M W �d� � m o �w r'4o o 0 I ° DECKO O w � U) cy® 00 00 I o LEDGER BOARD TO BE FASTENDED n go 57< TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS I^' C BY OLYMPIC MANUFACTURING (2 SCREWS @ 32" O.C.) $ 2856 AR41 24210 ®F NES -011 February 28, 201 ol 3'-0" 5'-0" 40'-01I cn cc w 1ST. FLOOR PLAN �i�A SHEET NO: .0525 �ss►o ' SCALE: 1/4" = V-0" 48'-O" 3'-0" 41'-0" 41-011 CR25 DHn8111 W O G�tih U) m >- 0 Z N WALK-IN STORAGE z O BEDROOM No. 2 af CLOSET Ln =O N -------------- O � mLn ��1s _ 01\ c _ N ' rV 2,-6, N 0 ,�Y v V//, 11BATH #1 w 0 0z r wo cozy � a oo(o DECK '�/ BATH # 3 BEDROOM # 4 o BEDROOM #3 � _ Z m. N rn o o�M m O � co w OW o o , , I N � � r 5'-O" 40'-0" 2856-2 Q• F�St;/3+ y0, February 28, 201 48'-0" ci O 525�� 2� SHEET NO: 2ND. FLOOR PLAN A F .0 sl SCALE: 1/4" = V-0" Q3 (2) 2X10 ACQ GIRDER 4X4 ACQ POST (3) 2X8 ACQ GIRDER LAA i'V -t- ° ° 10"dia. CONC. PIER 24"X24"X12" CONC. FTG. 0 rn CRO,q,q.q.FC,TTnN SCALE: 3/8" = V-0" % D D D 8" PC WALL ° DAMPPROOF EXT. a ,o D ° ° t° 4 16"X8" CONC. FTG. (3) #4 REBAR ° �J FL � W z Zz0) W X � N (�z °m�N. o oF=-)M � a CO L U) V o p a do February 28, 2011 SHEET NO: a 1 GENERAL NOTES WIND FRAMING NOTES ING NOTES 1 � RIDGE -TO -RAFTER ASSEMBLY: SPACING 1-114'x20 gauge strap sham be attached to each pub of rafters in accordance to table 3A. RAFTERTO When a mliarde s used in lou d a ridge strep, the number of 10d wn n nate required ineadharid ofthe aallertie need net "end thatabulatednumberof8dnabinthe*up. 2). RAFTER -TO -WALL ASSEMBLY: CONSTRUCTION NOTES: 1). The Infonnallm within Ids set of construction documents is releled to bask: design Intent and framing details. They ere Intended as a omsWetlan aid, mat a substitute Lateral hamlag and shearwat connections for rafter, caging or truss to top plate shall be in for generally accepted good bu3dag practice and compliance with current New York accordance be table 3.3. When a rafter or truss do not fail in fine with surds below, rafters State bulldtng codes. The General Contractor Is responsible for providing standard or busses shag be attached to the wall top plate and the wag top plate shall be attached to construction deft U and procedures to erhsum a prWassbnally finished, structurally the to the wag stud with upbll connections. Rods overhanging the rake side of the building sound and a weatherproof completed product. shall be convected with uplift -act[= In accordance with table 3.3c 2). The General Contractor is responsible for ensuring that at work end construction 3). WALL-TO-WALL ASSEMBLY: meets current federel, state, county end local woes, melaenas and regulations, eLa. Wag shads above and studs below a flour level shell be attached with uplift connections in These codes are to be considered as par of the specifications for this building aim accordance with table 3.3b. When wall studs above do not fall In fine with studs below, the should be adhered le even t In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in LAP NAIL acance wan tattle 3.3. mN 3). Dimensions shag lake precedent over seated drawings. EACH FACE (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: END NAIL First wall skids shag be connected to the foundaton, all plate, or bottom plate with uplift 4). The designer has not been engaged lar construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 Inches In concrete m5ponaibllity, for construction courdinatng with these plans, nor res onsbility for foundation and sla5-an-grade, 15 inches N masonry block foundations, or lapped under construction means, methods, techniques, sequences, or pxocodures, or for safety the plate and nated In accordance with table 3.3b. When steel straps are lapped under the Precautions and programa In connection with the work There are no wanarndes for a bottom plate. 3 Inch square washes shag be used with the anchor bots. Anchor bet spectre use expressed or Implied in to use of these plans. spacing Is to be spaced and sized In accordance to table 32a. In addtbn to spacing, END NAIL anchor bots me to be spaced between 6.12 Inch" from the end of a sill plate and all 5). Reler to the Wndow, and Door schedule for exterior openings. SPACING 6). The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHE RWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior sheer wags with a minimum of 7/16 Inch wood structural panel an the exterior TOE attached with 8d common nabs at 6' o.a at the panel edges and 12' o.c N the field, and 7). The General Contraclar is to consut with to owner for an buM4n Meme 1/2 hhdh gypsum wallboard on the interior attached with 6d cooler rails at r o.c, at panel such as bookcases, shelving, pantry. Noses, trims, etc edges and Vr o.c. In the field shag be in accordance with the length requirements spedted 2 -lid COMMON EACH in table 3.15e -b. 8). Wind bad requirements shag be taken into acommd during consWctlon. TYPE lxterarEXTERIOR Typee °,hauls � mond END FOUNDATION NOTES: 11i e shite meet the regWr` of table 3.15a.b limas the appropriate, length edjustrnem factors in table 3.16. 1). The General Contractor and Mason to review pans, elevations, details and nates to determine intended heights of final d fbo(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: 2). All footings to rest an undisturbed Allowable sidewell length. provided In table 3.14 shag be permitted to be increased when (virgin) sell. Manor Nhearwafis are used. Sheathing and wnnedx ns shall be In accordance with 3). Provide 12'24.42 expenslanjoht material between concrete sobs and abutting and 22.4 respectively. concrete or masonry walls owuring In exterior or unheated Interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4} Any new concrete walls being attached to extstug ..crehx structure shag Header andlor girder conmactlons shag be attached with uplift connections in accordance be Installed with 04 re -bar, 18' long at 12' a.m. Use approved epoxy for I stalatbn. with table 3S. Window s® plates shall be have steel nxmnedom in accordance w0h labia 3.5. 5). Unless otherwise noted, all slabs w grade to be 25W p.sL Concrele to be LEDGER STRIP poured on 4Inch thick sand or gravel fig with 6x6 wire mash reinforcing. g. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be mW mum 3-112 Inch thIcIL All IM to be compacted to 95% relative density with Where a ridge Is to be used as a structural beam, the rafters shag either be notched and 6- maximum lits (layers), anchored on top of the beam or slope connectors shag be attarhed to each rafter-to-rkge 6). Crawl spaces to be provided with a minimum 18W t.4 excess opening. Install one along the open celTmg part of the building. Connections to the ridge and wall shall be be attached with the above requirements. 8116 haat hon foundation vend for every 150 sq. R of area DECK AND COVERED PORCH NOTES: 7). Dempproofexterlor offomdafbn with blbmhaous meting as par section R406 of 1). Unless otherwise noted, all framing material to be #1 ACO pressure treated lumber. N.Y.S. Residential Construdbn Code. A limitpolyethylene film shag over be applied the below grade portion of Warier walls prior to baddifllag. All fasteners, hungers and anchom to be gaMrked or stainless steel. 8). Drainage as per suction 8405 of N.Y.S. Residentbl Construction Cade. 2). Girders for dock joists to be wast -bolted to each post with wastand num Ghconcrete dem an plena shall be anchored with proper steel connectom anchored FRAMING NOTES Into concrete with a minimum 12' dla x 8' long anchor bolt with washers and nuts. 1). Ali framing tech ftes and methods as prescriptive design of (AF & PA) Wood Frame Const Manuel far One and Two Family Dwellings (WFCM); or as specified in R3012.1.1 3). Posts supporthg girders shag be anchored to a 125A2SAZ'thick concrete footing. Use a minimum 12' die x r long anchor bolt with washers and nus. Feelings Shall be 3 R 2). Union otherwise noted. an framing and structural wood material to be 92 + BTR. below grade. Porches with covered roofs shut have 12' da. concrete piers for the girders. Douglas Fir' 4). Deck)ons to have blocMng at 8'0 o.c.. 3). Floors, wags, callings and rafters to be spaced at 16 Innes o.c union noted otherwise. 5). A minlmum of 10 Inch hushing shall be Installed between the bul ding and ledger. Ledger to he fastened to building with 1fY dla. bogs with washers and nus 4). Unless otherwise noted, all bearing wag head- to be (2) 2.10 #2 +BTR. Doug. Fir. whoa needed Bearing wall headers to have (2) Jack skids and (2) full length studs on each side of all 6y Concrete shall be a minimum 6' above openings. LVL headers to have (3) Jack skids and (2) full length studs on each side of plum grade. openings. Bearing wall window ails .hag also have (2) widow sig plates for 2x4 wall between 4'1 and 6'0 and 2x8 wall openings between 5'11 and 85. Provide fire 7). Ali Joists to be supported with hangers and anrhos. Each Joist shall also be anchoredopenugs and bloddng where applicable. La 9hdar(s) 5). All flush beamelheaders to be installed with heavy duty ganIze lvid hg- and 8). Covered Roos shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES anahar. who. applicable a an contracting Jules. 6). Double up floor)osts under wags that nm parallel to the floarJusi ed under bathtubs. 1). Afl water supply, drainage and venting to be irhsaffed as per N.Y.S. Residential Flom to have ceramic ft Installed shag be verified for proper bad capaclty unless noted Cormin don Cade. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blocdngNridgirg In tbarJoiss at Bb aa. Use solid blocking In fleor)dss under ell bearing walls. 3). if wan studs, pates or joists are cul out during Installation for any plumbing related work provide adequate bracing and plates to protect and secure the strutlum. Verify with the 8). Provide Insulation bathes at eave vers between rakers. Insist draft blocidng as sate code and menuacaxre's recommendation for ma da urn hole size and spacing permuted. needed. HVAC SYSTEM NOTES 9). Unless otherwise cold, all roofs and walls La have a minimum 12' thick 4 -ply Fla COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 1). Mechanical subcontractor s responsible for adheadng to all applicable codes and safety requirements. 10). Unless otherwise noted hoe 3W thick T&G PTS Fir or Advantedh plywood subiloor adhered with PL400 adhesive and screwed to floor )olsts. F1rJshhed floor La be hauled 2j. HVAC subcontractor s to fully coordinate all system data and requirements with the over subiloor as per manufacture's instructions. equipment a MpfiK. 11). An bathroom to have 11r thick moletiaeaesisanl sheeh'ocic Geroge walls and FIVAC rt to pr vide final ontrador mph layout drawing and submit It to the General callings and over furnace to have SW t ick typrx sheehock An offer parts of bul dbg end owner ravein encyst ELECTRICAL NOTES: to have regular 10 sheetrook. An wells to be taped and finished. 12). All roof with a pitch less than 4:12 shag be Intuited with an Ice & Water boder or 1). An electrical to be Installed as per N.Y.S. Residential Conn-fiDn Code. approved equal. Flat mos stall be applied with a Fiberglas base sheet with an EPDM Larch down type materiel war. 2). An electrical work shall be approved by a quelifled Underwriter. 13). All sill plates and woad a contact with concrete to be prere ssutreated. Sit plates La 3). Insall Smake detectors and Carbon Monoxide detectors throughout as Wsection R313 be installed with a foam sur gasket and cop44ex termite shletd or approved equal. I of N.Y.S. Residential Construction Code. I ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FORACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE R(1(1F F'RGIIAIAI(=• JOINT DESCRIPTIONoTY AIL QTY ING NOTES CITY. SPACNG SPACING SPA RAFTERTO G WALL: 3-8d COMMON EACH TOE TOP PLATE 10' WALL 4-8d COMMON -NAIL RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOENAIL TO TOP PLATE 10' WALL- 4 -ed COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CERING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COUARTIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING FLOOR JOIST, BAND JOIST, EACH TOE TO RAFTER 2-8d COMMON END NAIL RIM BOARD 2-16d COMMON EACH END TO RAFTER CITYL. END NAIL NIU/d\ 0 11111111 7 !711117111 d 61 W JOINT DESCRIPTION AIL QTY NOTES CITY. SPACNG SPACING SPACING TOP PLATE TO 2-16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE 1 TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA SIDE NAR STUD TO 24' 2-16o COMMON FACE STUD O.C. NAR HEADER TO 16, O.C. 1fd COMMON FACE HEADER ALONG EDGES NAR TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-1So COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER E NM FACNAIL FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT SEE NE 2 END JOIST OR BLOCKING 3). For exterior panel riding, galvbtrad box rails shall be permitted to be substituted for common nets. GAURDRAIL9 ANY DIRECTION FLOOR FRAMING: EXPOSURE CATAGORY JOINT DESCRIPTION CITYL. NOTES SEE CONSTRUCTION ANDWNO PATH CONNECTION 1). PROVIDE Ti/8' TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. SPACING DETAIL PAGE & GENERAL NOTE PAGE JOIST TO: 4 -Bit COMMON PER TOE EGRESS SILL, TOP PLATE OR GIRDER JOIST NAIL FIRE PROTECTION BRIDGING 2 -lid COMMON EACH TOE SEE FLOOR PLANS TOJOIST END NAIL using parallel rows of studs or stopgered studs. i BLOCKING 2-3o COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3 -16d COMMON EACH TOE SHEET NO: SILL OR TOP PLATE BLOCK NAR LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAR JOIST ON LEDGER 3 -Bit COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3- iBd COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: ii JOINTDESCRlPTION Q -n. SPACING STRUCTURALPANEL Bit AS PER TABLE 3.8 wFCM-sec immimi Olc*..-1=17d\I=IIDICI JOINT DESCRIPTION NAIL NAR CITY. SPACNG DN. SPACING GYPSUMr 1Z' O.C. FIELD O.C. EDGE WALLBOARD Sit COOLERS IO'O.C.FIELD WALL SHEA I HING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL A9 PER TABLE 3.9 PANELS Bit COMMON WFCM-SEC 7116' OSB lid COMMON 3.0 ' QEDGE PLYWOOD 6'O.C. FIELD GYPSUM lid COOLERS r O.C. EDGE WALLBOARD Ur O.C. FIELD M nnR cuPnTulnlr_- JOINT DESCRIPTION NAR NAIL SEISMIC CITY. SPACNG STRUCTURAL PANELS Bd COMIMON &'O.C. EDGE 1' OR LESS 1Z' O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Noting requirements are based an wag sheathing noted 6- on cent sr at the panel edge. If wag sheathing ls raged 3' on -center at the panel edge to obtain higher &hear capacities, nalirg requirements for sahcturel members shag be doubled, w alternate connectors, such as shear plates, shad be used to maintain load path. 2). When wad sheathIng Is wmtirhuous over connected membersAu tabulated number of rails atoll be Pomtted to be reduced tot -16d nen par foot. PLAN CONTENTS_ OCCU ANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILOING USE RESIDENTIAL DWELLING SUPPORTS IN THE PANEL FIELD BUILDING HEIGHT WINTER ICESHIELO TOTAL SQ. FT. OF CONSTRUCTION SNOW LOAD SPEED (MPH) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND (AF&PA)WOOD FRAME CONST. MANUAL for One and Two Family Dwellings FRAMING ELEMENTS AS PER FLOOR PLANE. CROSS SECTION AND GENERAL NOTES DECAY EXT. BALCONIES 60 1{A7AROS DECKS 40 B ATTICS w/o STORAGE 10 MODERATE ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 be used. ROOMS (SLEEPING) - 30 LL O STAIRS 40 3). For exterior panel riding, galvbtrad box rails shall be permitted to be substituted for common nets. GAURDRAIL9 ANY DIRECTION 200 EXPOSURE CATAGORY CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY LOAD PATH SEE CONSTRUCTION ANDWNO PATH CONNECTION 1). PROVIDE Ti/8' TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. OC F -FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE Section R602.8 - FIREBLOLKING REQUIRED EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION �C Firebiocking shat be provided In wood -frame construction In the following locations. r 1). In concealed including furred the floor (SMOKE& Co DETECTORS) SEE FLOOR PLANS TRUSS DESIGN NIA -STANDARD STICK FRAME CONSTRUCTION using parallel rows of studs or stopgered studs. i ENERGY CALCULATIONS RESCHECK Valost CI IMATIC R GF0r.RAPHIC nFSIC,N CRITFRIA GROUND WIND SEISMIC NOTES FROST SUPPORTS IN THE PANEL FIELD the 4 foot perimeter edge zone attachments required shag be used. WINTER ICESHIELO FOOD SNOW LOAD SPEED (MPH) DESIGN CATEGORY WEATHERING LINE DEPTH TERMITE DECAY DESIGN TEMP. UNDERLAYM REQUIRED 1{A7AROS 20 LBS. 120 B SEVERE 3 F7. MODERATE SLIGHT TO 11 NONE - 0- O 1). For wall sheathing within 4 feet of the comem, the 4 fact edge zone attachment requirements shat 0 U) be used. TO HEAVY IdCIDERATE LL O members with nal spacings shat reduced o.c. -<UUt- SFitAI HINIJ Kt:UUIKtMtN I b rUK WINU LUAUS: SHEATHING LOCATION NAR SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD the 4 foot perimeter edge zone attachments required shag be used. 4' PERIMETER EDGE ZONE j8d COMMON @ 6' O.C. ed COMMON @ e' O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6-O.C. Bel COMMON ® 12' O.C. SEE NOTES: 1 ( BOTH FIELDS' NOTE 2 FOR PANEL FIELD SABLE ENDWALL RAKE AND RAKE TRUSS j8d COMMON @ 4.O.C. 8d COMMON ® 4.O.C. SEE NOTES: 1,3 � W v Z) O 2 Z NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Far roof sheathing whin 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak the 4 foot perimeter edge zone attachments required shag be used. 2). Tabulated 12 Inch oc nal spacing assumes sheathing attached to rafter/ toss framing members with G>0.49. Far framing members with <0.42<43W A9, the nag spacing shat be reduced to 6lnches o.c. 3). Tabulated 4 Inch o.a nal spacing assumes sheathing to rater / truss hnereing members with G>0.49. For LLI framing members with 0.42 G<.49. the nail spacing shag be reduced to 3 Inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 f,D z U -)AT Z 0) 4' EDGE ZONE ed COMMON Q 6. O.C. lid COMMON @ 1Z' O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE 2 FOR PANEL FIELD LU CD Q N x J INTERIOR ZONE Bd COMMON ®6' O.C.1 Bd COMMON @ 12' O.C. SEE NOTE 3 _ .__I .1 NOTES � � Z m = t� O THESE NOTES ARE ONLYTO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O s c-- 0- O 1). For wall sheathing within 4 feet of the comem, the 4 fact edge zone attachment requirements shat 0 U) be used. 2). Tabulated 12 Inch o.c. rat spacing assumes sheathing attached to stud framing members with G>0.49. For framing 0.42<G<, the be to 6Indas LL O members with nal spacings shat reduced o.c. 3). For exterior panel riding, galvbtrad box rails shall be permitted to be substituted for common nets. d NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE Ti/8' TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACC. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOLKING REQUIRED Fireblocking shag be provided to cut off all concealed draft openings (both vertical and horizontal and to form on effective fire barrier between stories, and between a tap story and the roof space. ��� �C Firebiocking shat be provided In wood -frame construction In the following locations. r 1). In concealed including furred the floor February 28, 201 spaces of stud walls and parfftions, spaces, at ceiling and �' r•��, levels. Concealed horizontal furred spaces shall also be flreblocked at into Ls not exceeding 10 feet. Batts or blankets of minerol or glass fiber shun be allowed as treblocking in walls constructed using parallel rows of studs or stopgered studs. i 2). At aft Interconnections between concealed ver11col and horizontal spaces such as occur at soffits, drop celtrgs and cove cLIUngs. _ 7 __ r CC 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces - LU C(/ under stairs shall comply with Section R311.2.2, N.Y.S. ResidenTLal Code. 4). At opennps around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ,y 0 flame and products of combustion. SHEET NO: L /0 052b� 5). For the fweblocldng of chimneys and fireplaces, refer to Section 81001.16, N.Y.S. Residential Cade. �FESSIO�P� r------------------------------2'a4:x1.'+8--- ----------------------------------------------------------- ---------2------------ - - - - -+ I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I ENDWALL ANCHOR BOLTS (1YP.) 1/2" @32"OC OR 5/8" @ 32" OC I I 1 • I I I I I 1 I I I 1 1 I • 1 I I I t i I I I I � i I � I 1 1 I 1 I 1 •-------•-----+ • 1 • � I 1 I 1 I I 1 I 1 I ---- -+F------------------------------ --- ----- ---------- ----- -- - - - --+ ;BUTTRESS I 1 1 1 ' I • i `----I-T--• I I Iq I I 1 1 X I 1 t I i • 1 1 10"dia CONC PIER I Q 1 I I m 1 w/ 3036"XB" CONC I I I M 1 FrG.3' BELOW GRADE I I 1 ON UNDISTURBED SOIL I • 1 1 � 1 I I �x I 1 ry I 1 I I� 4' RETAINING WALL I I 1 1 I I • I 1 1 1 I I I 1 1 1 I � 1 1 1 I I I 1 1 I 1 1 I I PORCH I 'p ; • ; 4" STEEL COLUMN • S LAB i 1 1 1 I 1' ONC. FTG. C/ 1 1------------- ---------- ---------- 4X4 X8_C ---- 1 1 I I'Q 1• I 1 1 •--------+ "--------+ •--------- I 1 I N 1 I 1 1 1 1 1 1 1 1 1 •__-____- 1- Q6 + r---------�------------ • 1 W10X33STEEL BEAM 1 1 ' 1- ----- TRENCNF0CffI-W`--- m i 1 I 1 1 1 1 1 1 . . . . . . . . . . . . M� . -e; 1 O 1 1 O 1 1 O 1 1 • • I 1 1 1 1 I 1 1 1 1 1 I I ------------ 1 1 1 I 1 1 1 1 - - - - - - - - - ' --------- ' ---------- ------------ --------'---------; 3'X3'XV CONC. FTG, w/ (4) #4 BARS em, (TYP.) I 1 I i I I I i I 1 I I 1 ENDWALL ANCHOR BOLTS (TYP.) 1/2" @15"OC OR 5/8" @ 21" OC I 1 i I 8" PC WALL (OR SUPERIOR WALL) DAMPPROOF EXTERIOR 16"X8" CONC. FTG. w/ (3) #4 REBAR --------------------------------------------------:BUlEESq---------------------------- I ------------------ 0 • ;K I'-& ------------------------------------------------------------2!-4°.x BUILDER INSTALLED STRAP HOLD DOWN FROM BUILDER INSTALLED STRAP HOLD DOWN FROM FOUNDATION BUILDER INSTALLED STRAP HOLD DOWN FROM O FOUNDATION TO STUDS. USE: (2) SIMPSON STRAP <1 TO STUDS. USE: (2) SIMPSON HHDQ11-SDS2.5 HOLD DOWN 402 FOUNDATION TO STUDS. USE: SIMPSON STHD14 HOLD DOWN STHD14R) w/ (4) 2X STUDS fr1" ®ANCHOR BOLTS HOLD DOWN w/ (4) 2X STUDS &1"M ANCHOR BOLTS C FOUNDATIO SCALE: 1/4" = 1'f0' W Z ZcoZ CY. rr,�� W xpcV vA<m2ti 0 j IR CO U) W W O O I- do v +f 9 October 01, 2013 y �EET NO: OCT - 4 2013 BLDG. DEPT. ^�� �O TOWN OF SOUTH D J I ` + '- - - - 4' -RETAIN "C VVALJ- - - - I� TRENCH FOOTING 1 w 1 � 1 � I I Iq j 1 X I 1 t I Iry 1 I 1 1 1 I Q 1 I I m 1 1 I I I p[ I I M 1 w I 1 O I I I 1 i(D I I I r( 2X6 ACO DI @16"OCI I 1 U I 1 I I I �x I 1 ry I 1 I I� 4' RETAINING WALL I ----- TRENCNF0CffI-W`--- m i 1 I 1 1 1 1 1 1 . . . . . . . . . . . . M� . -e; 1 O 1 1 O 1 1 O 1 1 • • I 1 1 1 1 I 1 1 1 1 1 I I ------------ 1 1 1 I 1 1 1 1 - - - - - - - - - ' --------- ' ---------- ------------ --------'---------; 3'X3'XV CONC. FTG, w/ (4) #4 BARS em, (TYP.) I 1 I i I I I i I 1 I I 1 ENDWALL ANCHOR BOLTS (TYP.) 1/2" @15"OC OR 5/8" @ 21" OC I 1 i I 8" PC WALL (OR SUPERIOR WALL) DAMPPROOF EXTERIOR 16"X8" CONC. FTG. w/ (3) #4 REBAR --------------------------------------------------:BUlEESq---------------------------- I ------------------ 0 • ;K I'-& ------------------------------------------------------------2!-4°.x BUILDER INSTALLED STRAP HOLD DOWN FROM BUILDER INSTALLED STRAP HOLD DOWN FROM FOUNDATION BUILDER INSTALLED STRAP HOLD DOWN FROM O FOUNDATION TO STUDS. USE: (2) SIMPSON STRAP <1 TO STUDS. USE: (2) SIMPSON HHDQ11-SDS2.5 HOLD DOWN 402 FOUNDATION TO STUDS. USE: SIMPSON STHD14 HOLD DOWN STHD14R) w/ (4) 2X STUDS fr1" ®ANCHOR BOLTS HOLD DOWN w/ (4) 2X STUDS &1"M ANCHOR BOLTS C FOUNDATIO SCALE: 1/4" = 1'f0' W Z ZcoZ CY. rr,�� W xpcV vA<m2ti 0 j IR CO U) W W O O I- do v +f 9 October 01, 2013 y �EET NO: OCT - 4 2013 BLDG. DEPT. ^�� �O TOWN OF SOUTH D J