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HomeMy WebLinkAbout41091-Z of S%u' to Town of Southold * * P.O. Box 1179 �0 53095 Main Rd �`' COUNr. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46559 Date: 10/08/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 425 Stars Rd East Marion, NY 11939 Sec/Block/Lot: 31.-3-10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/17/2016 Pursuant to which Building Permit No. 41091 and dated: 10/17/2016 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Modular single family dwelling with unfinished basement, covered front entry and attached garage as applied for per ZBA#6632, dated 3/21/2013. The certificate is issued to: Merope Likokas George Likokas ,Helen Bouboulis Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-14-0021 1/30/2017 ELECTRICAL CERTIFICATE: 39049 07/14/2015 PLUMBERS CERTIFICATION: Cutcho ue East Plumbing& Heating 10/10/2018 A thori ed S gna e SOUPy��o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41091 Date: 10/17/2016 Permission is hereby granted to: Renewal Date: 12/16/2024 Merope Likokas 88-23 Ridge Blvd Brooklyn, NY 11209 To: Construct a new single family dwelling to the conditions of ZBA decision#6632 as applied for Premises Located at: 425 Stars Rd, East Marion, NY 11939 SCTM#31.-3-10 Pursuant to application dated 10/17/2016 and approved by the Building Inspector. To expire on 12/16/2026. Contractors: Fees: Renewal Fee $1,119.80 Total $1119.8 Building Inspector o�gUFEac��u TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41091 Date: 10/17/2016 Permission is hereby granted to: Likokas, Merope 88-23 Ridge Blvd Brooklyn, NY 11209 To: Construct a new single family dwelling to the conditions of ZBA decision #6632 as applied for Replaces BP# 39049 At premises located at: 425 Stars Rd., East Marion SCTM # 473889 Sec/Block/Lot# 31.-3-10 Pursuant to application dated 10/17/2016 and approved by the Building Inspector. To expire on 4/18/2018. Fees: PERMIT RENEWAL $1,049.80 Total: $1,049.80 Building Inspector o�SZ TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39049 Date: 7/24/2014 Permission is hereby granted to: Likokas Family Trust 8823 Ridge Blvd Brooklyn, NY 11209 To: construct a new single family dwelling to the conditions of ZBA decision #6632 as applied for At premises located at: 425 Stars Rd, East Marion SCTM # 473889 Sec/Block/Lot# 31.-3-10 Pursuant to application dated 6/16/2014 and approved by the Building Inspector. To expire on 1/23/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,099.60 CO -NEW DWELLING $50.00 Total: $2,149.60 L Building Inspector oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ao roger.riche rtP-town.southo Id.ny.us Southold,NY 11971-0959 Q �yC4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Likokas Address: 425 Stars Road City: East Marion St: New York Zip: 11939 Building Permit#: 39049 Section: 31 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Anything Electric License No: 5220-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 20 AA Switches 3 Twist Lock Exit Fixtures 11 TVSS Other Equipment: Modular House - NY State Inspection Sticker#19-61458 Notes: 200A Underground Service Inspector Signature: Date: July 14, 2015 Electrical 81 Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT _-, TOWN OF SOUTHOLD OCT 1 0 2018 C E R_T_I.F I C..A.T-I O.,N I?67Ii,DING DEPT. T 7� i Date: .... . f� IBuilding Permit No. Owner: (Please print) _ _Plumber:. 77 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. j (PIumbers Signature) Sworn to before me this i 20 day of j CONNIE D.BUNCH Notary Public,State of Now York No.01 BU6186050 Qualified in Suffolk County//���� Commission Expires April 14,2�—u --.Notary Publi :County j i 1 i I I i 3 �o to cOUM`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPE-CTION - [ 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 [ ] CAULKIN REMARKS: DATE INSPECTOR �pF S0(/j �j� how bolo o�ycoU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO ATION 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 VIOL ON [ ] CAULKING REMA7S: DATE ® �7 INSPECTOR OF SOpl�,o cOUM`l,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1 [ ] ROUGH PLUMBING J [ FOUNDATI 2ND [ ] INSULATION [ ] FRAMING T PPING [ ] FINAL [ ] FIREPLACE A CH [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: �'`'�S Saw- DATE 0 INSPECTOR IOF SOUIyo h� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [FINAL eP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o6 �&d- � . 6'(eA-" ei on Rft.,Jv�& 1qart` h ovlalk-Ton v -L&V4 DATE D INSPECTOR �Jkq- STEPHEN ROSSETTI ARCHITECT 28 TURTLE COVE DRIVE SOUTHAMPTON,NY TELEPHONE:631-283-5352 September 23,2014 Town of Southold Building Department Re: Likokas Residence Main Road 425 Stars Road PO Box 1179 East Narion,N.Y. Southold,N.Y. 11971 Permit#39049 Dear Sir or Madam, The dampproofing at the above residence was completed to my approval and I have attached picture of same. 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Cif Phone: Expiration 920 Building Inspector APPLICATION FOR BUILDING PERMIT Date ] , 20 ►�;L_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold; Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and.regulations, and to admit authorized inspectors on premises and in building for necessary inspections. SiAcaN `9AT (Signature of applicant or name,if a corporation) /NG /,5-6 /JiL fov7-u Liu) / 197 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �Lv��VT Name of owner of premises Ll 14oXA-P (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9-7-7 MAW 4_4 L AS-44.d tLI OJ House Number Street Hamlet County Tax Map No. 1000 Section :R 1 Block 3 Lot t� 2 '— Subdivision Filed�,MLa , To. Lot - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S f qrL- Uo80 SZ — Sc-AS 0r.1 A L_ &W-1 cat- c=J' b. Intended use and occupancy f�lAlVc o� �lcc-� Sing[�c�' �tir =:s'�rxTJ "s 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work L AmL)t o✓-' 1i4c:1_6cA_ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 1 We Name of Former Owner 11. Zone or use district in which premises are situated a 4p 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Z_1 I<oY_g.3 Address Phone No. -7 18-4 W-9 3� Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF . ) Ski r�ccy 7�ISNce being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A f (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application fl wBW UNCH Notary Public,State of New York Sworn to before me this No.0113Z;5185050 20 Qualified in Su'rfolk County day of f (�� mmissicin EXPlres April 14, Notary Public igna re of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 ? Survey SoutholdTown.NorthFork.net PERMIT NO. �/ 70 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 7 Flood Permit Examined 1�e 20� Single&Separate Storm-Water Assessment Forth Contact: Approved 20 f Mail to: Disapproved a/c n Phone: �C,5-, b Expiration 20_L(, •�� � ��,�r\�(� (� Building Inspector �C lJ U PLICATION FOR BUILDING PERMIT 11 Date 20 INSTRUCTIONS 1 a.This applicatio a corn etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 1 sets plans; 6i uptg0(ddt plan to scale.Fe according to schedule. b. { dk4`4ff sJ 1i and of buildings on premises,relationship to adjoining premises or public streets or areas,an� a s. r c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (S gnature of ap plicant or name,if a corporation) j� l.�i=�t�.1i C_—t.v CJ ti �lOv�'11bJJc_r-� (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises !rYl tz ilV, L1{cw I<AS (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 442.5-- s��r+-s Pb CFAs, mArL-L House Number Street Hamlet County Tax Map No. 1000 Section 3 Block 3 Lot O Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S l�A(LS GVGW 0 P6-K ,t- f SS to.C-1---) b. Intended use and occupancy lVDM(f 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description)'- 4. Estimated Cost Fee (To be paid on filing this'application) 5. If dwelling,number of dwelling units r Number of dwelling units on each floor. If garage, number of cars P- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 6V Rear (9 a, Depth 97� G u Height dT 9 3/14" Number of Stories e�91 F",tr (-bwrl 9. Size of lot:Front 1 (n, Rear 113` Depth /9-1 (o a o20 A,?0 St651- 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated eilb 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES_NO� 14.Names of Owner of premises ill•LI KOK►4S Address 1 Ha3 21 oGt-&-Vo Phone No.•7 1 Z t8g 9V3C> Name of Architect Address a.&AX> -y,.1 Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NOj!�_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO CONNIE D. BUNCH *IF YES,PROVIDE A COPY. ►notary�p Iic,State of New York No.01 BU6185050 Qualified In Suffolk County STATE OF NEW YORK)SS: Commission Expires April 14, COUNTY OF ) 5—% :"C!.t4 L31 S+-bp being duly swom,deposes and says that(s)he is the applicant (Name of individital signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith_ rj7S rn to before me ttk day of 20 LQ J� f '' `l/am Notary Public Signs re o Applicant t FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date: February 1, 2013 TO: Stacey Bishop for George Likokas 150 Waterview Drive Southold, NY 11271 Please take notice that your application dated January 25, 2013 For a merger determination at Location of property 9775 Route 25, E. Marion,NY Tax Map No. 1000—Section 31 Block 3 Lot 23 Is returned herewith and disapproved on the following grounds: The subject lot has merged with the adjacent lots to the north(SCTM#31-3-10 & 31-3-9) pursuant to Article II, Section 280-10(A) which states: "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with parcel for a common course of fifty 50) feet or more in distance. Nonconforming lots shall merge until the total+- lot size conforms to the current bulk schedule requirements." Authorized Signature CC: File, Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��a SoU�yOI 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 t Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • �O� 54375 Main Road(at Youngs Avenue) Ken Schneider cUUNTI, Southold,NY 11971 � http://southoldtown.noithfQrk.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)7654809•Fax(631)765-9064 MAR 28 2013 FINDINGS,DELIBERATIONS AND DETE) INATIONLDG. DEPT, MEETING OF MARCH 21,201 , Tn SOUTHOLD ZBA Application No.: 6632 Applicants/Owners: George Likokas Property Location: 9775 Route 25,East Marion,NY SCTM# 1000-31-03-23 SEORA 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 requirements 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 February 14, 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: The relief, permit, or interpretation requested in this application is I listed under the Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION: Request for a Waiver of Merger under Section 280-11 to unmerge an improved parcel having land area of 14,114 square feet (SCTM #1000-31-03-23) from an adjacent improved parcel having land area of 20,120 square feet (SCTM# 1000-31-03-10) and a vacant parcel having land area of 20,131 square feet (SCTM41000-3P-0370 , ase on the Building Inspector's Notice of Disapproval pursuant to Section 280-10(A), determining the properties have been merged. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7, 2013, at which time written and oral evidence were presented. Pursuant to,§ 280-11(A): the Applicant has submitted documentation, to the satisfaction of the Board, that there have been no transfers of ownership to an unrelated person or entity since the time the merger was effected. j Pursuant to §280-11(B),the Zoning Board finds that I i I i Page 2 of 2—March 21,2013 ZBA File#6632-Likokas SCTM: 1000-31-3-23,9,10 (1) The waiver would recognize an improved lot (SCTM #1000-31-03-23) that is comparable in size to the adjoining vacant lot to the west. However the waiver would recognize the subject improved lot as one of the smallest compared to the majority of the improved lots in the neighborhood. (2) The waiver would also recognize a lot that is improved and has historically been treated and maintained as a separate and independent residential lot with two one-story frame cottages used as seasonal rentals, (SCTM# 1000-31-03-10) and a lot that has historically been treated and j maintained as separate and unimproved (SCTM#1000-31-03-09). Both of these lots are k comparable in size to.other lots along Stars Road. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because, the applicant proposes to j remove four existing one-story frame cottages,two from the subject lot(SCTM#1000-31-03-23) f and two from the adjoining lot to the north, (SCTM#1000-31-03-10). Doing so will bring the lots C into more conformity with the code. i RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried to i GRANT,the waiver of merger as applied for the subject lots (SCTM#1000-31-03- 23,9,10) as shown on the survey by Nathan Taft Corwin III,L.S., dated August 29, 2007, revised January 29,2013 "Add Proposed Houses. Subject to the following conditions; Condition: j I 1. All the cottages shown on the survey shall be removed. 2. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as 1000-3-9 & 10 be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. Vote of the Board: Ayes:Members: Weisman(Chairperson), Goehringer, Horning, Schneider. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing-3 q4 /2013 I i Scott A. Russell ,��°$U k STOIR M[WAX]EIK SUPERVISOR ( 1 M[A\1�A\G]EMUEN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -------------- DOES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[A C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑6E. Site preparation within the .one-hundred-y*ear floodplain as depicted on FIRM Map of any watercourse. ❑[,' ". Installation of new ,or resurfaced impervious surfaces of 1,000 square ` . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. i If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. -----------=- _.. -=-- __ ._._..._.__.. .._..... ... Date APPLICANT: (Property Owner,Design Profession ,Agent ontractor,Other) S.C.T.M. #: 1000 District NAME: yj}QCLt/ t Ci1c10 -CZk%T- clwt ,-* � Section Block of 'Sign"`"'c' / "Qrr� FOR BUILDING DEPARTMENT USE ONLY 0 Contact Information: Jl�CC1�/ -�o �`?301 o Mkpl a Nu.bul Reviewed By - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — E] Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 PJ3 APPLICANT: S.C.T.M.a: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) —p cr-- �Q � CHAPTER 236 31 3 lZ Stormwater Management Control Plan CHECK LIST NAME: S' t�CCy (��Si�� Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. leme vnnl Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Signalli elephone Numben 1. A Site Plan drawn.to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Property Boundaries b. Total Site Acreage, / c. Existing-Natural& Man Made Features within 500 L.F. O� of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. DRAINAGEREQUIRED f. Existing & Proposed Contours of the Site (Minimum 2'intervals) -' T-03Engineering at 765-1560 before . g, Location of all existing & proposed structures, roads, rove a Engineer's Certification driveways, sidewalks, drainage improvements & utilities. a drainage has been install ed to code h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stdckpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. 5 O IT CONTROLS 2. Stormwater Management Control Plan must include Calculations showing Shall incluirlp hijt not bp limited tn- that the stormwater improvements are sized to capture,store,and infiltrate Awplim;iintainpdrnnStriiCtmnn. - — .... on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event, 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls; 0 b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) l G DEPAR= )t ENGINE ' E USE ONLY F-1 Additional Information is Required. Reviewed & l Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - - 6y1AZ a Stormwater Management Control Plan is Complete. Date: C VNI SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 10-03-14; 10: 15 5891334 TOWN. OF SOUTHOLD. WILDING DEPARTMENT - R©ger Richert Efectiical ties ector• 7�6�-1 SQ2 Tempa ary CefffficatQ Date Humber of Meters J SIBIL Size Ptiese Overhead Underground. . New service Change of Service Rammed ExisOng Service Location �ZS J�/q`L'S t�, Gy � L ' Issued.to lnstaWd by Appl(catinn for etectrlcal se ie 6.c uipdnent is=premlseis ttie,Town of Sautlt®Id, On appllaant's pvC a tioaifiatthls• - Installation Is complete,SuutWd TOM Wtll efecbicd inspection of Erie seMce oeiuipment. This veriflc atio ' valid for 96 diyts'.fw- m' the above dare. Authorized-by - DivisLon Eled-dfcal Insped-lons / t*O CAS ell- . 63 u C �� X iK �V F6"- ,e4 Wk,,We, 150 Waterview Drive Southold,NY 11971 (631) 765-8410 office/fax (631)905-4382 cell ............................................................... January 21, 2016 Town of Southold r-� f Building Department Re: Permit#39049J' f �I JAN 2 5 2016 425 Stars Rd L East Marion Regarding the above referenced building permit the Owners have asked that I request an extension beyond the January 23, 2016 expiration date. I have been informed that work required for the house to pass its Final CO inspection have not been completed, including some heating/cooling mechanicals, exterior storm water containment systems and several additional lesser projects. The Owners informed me they had been having financial difficulties which affected their ability to complete the home. As their finances have now improved, they request a one time extension to address those items needing completion and prepare it for the County and Town COs. Any and all consideration in this matter would be greatly appreciated. Regards, tace Bishop 631-905-4382 1 TITLE NO: F12-7404-86196SUFF District: 1000 Section: 031.00 Block: 03.00 Lot: 009.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Orestis Likokas,Merope Likokas,George Likokas and Helen Likokas, as Trustees of the Likokas Family Trust and Oresitis Likokas and Merope Likokas, as to life estate and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousands Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: June 19, 2012 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GOLESKI Sworn to before me this 19th day of June, 2012 Notary Public AME 8COTr NOWY pubk 8W@ 3MW YO* QU~In su"C_ O 1 Ibm B� Mey 31._cam 1 TITLENO. F12-7404-86196SLTFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-031.00-03.00-009.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/01/1957. SUBJECT PREMISES: 1000-031.00-03.00-009.000 William Clark, as Administrator with the Liber 2574 cp 32 Will annexed of the goods, chattels and Dated: 5/23/1946 Credits of Daniel E. Clark, deceased Rec'd: 6/06/1946 To (premises &more) Costas Stars Costas Stars Liber 6046 cp 484 To Dated: 9/30/1966 Nicholas Chrissides, John Aloizakis and Rec'd: 10/07/1966 Christ Anastasiou (premises &more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GO ESKI Sworn to before me this 19th day of June, 2012 Notary Public JUNESCOTT Notary thiW Stab of New YC* No.47MM QUOUbd to s County o Term BOW May 31,_ 2 Nicholas Chrissides, John Aloizakis and Liber 6437 cp 497 Christ Anastasiou Dated: 9/29/1968 To Rec'd: 10/15/1968 Orestis Likokas and Merope Likokas, his wife, as to (premises &more) 1/3ra interest, Steve Tenedios and Athena Tenedios, as to 1/3ra interest and Peter Pananis and Vasiliki Pananis, as to 1/3ra interest Steve Tenedios and Athena Tenedios, his wife Liber 6706 cp 187 To Dated: 2/02/1970 Orestis Likokas and Merope Likokas, his wife and Rec'd: 2/18/1970 Peter Pananis and Vasililci Pananis, his wife (premises &more) Peter Pananis and Vasililci Pananis, his wife Liber 6882 cp 505 To Dated: 1/19/1971 Orestis Likokas and Merope Likokas, his wife Rec'd: 2/08/1971 (premises &more) Orestis Likokas and Merope Likokas, his wife Liber 12635 cp 994 To Dated: 1/11/2010 Orestis Likokas, Merope Likokas, George Rec'd: 8/31/2010 Likokas and Helen Likokas, as Trustees of the Likokas Family Trust and Orestis Likokas and Merope Likokas, as to life estate LAST DEED OF RECORD PREMISES NORTH: 1000-031.00-03.00-008.000 William Clark, as Administrator with the Liber 2574 cp 32 Will annexed of the goods, chattels and Dated: 5/23/194.6 Credits of Daniel E. Clark, deceased Rec'd: 6/06/1946 To (premises &more) Costas Stars FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GOLESKI Sworn to before me this 19th day of June, 2012 Notary Public JUK 4COTr NIObWP Z I&MNowlibik QWMW In&Mk County I, 3 Tfflm EVM May 91,._a f3 r' Costas Stars Liber 6206 cp 60 To Dated: 10/15/1963 Ana Mataxas Rec'd: 8/21/1967 Ana Mataxas Liber 6206 cp 62 To Dated: 8/18/1967 Michael D.Nomikos and Ana Nomikos, his wife Rec'd: 8/21/1967 Ana Nomikos, as surviving tenant by the entirety Liber 10109 cp 425 To Dated: 7/22/1986 Bernard L. Kapell Rec'd: 8/26/1986 Bernard L. Kapell Liber 10256 cp 41 To Dated: 1/27/1987 Daniel C. Finne, Jr. and Tina Marie Finne, his wife Rec'd: 2/25/1987 Daniel C. Finne, Jr. and Tina Marie Finne, his wife Liber 11038 cp 103 To Dated: 3/15/1990 George Petropoulakis and Julia Petropoulakis, his wife Rec'd: 3/21/1990 LAST DEED OF RECORD PREMISES EAST: STARS ROAD PREMISES SOUTH: 1000-031.00-03.00-010.000 William Clark, as Administrator with the Liber 2574 cp 32 Will annexed of the goods, chattels and Dated: 5/23/1946 Credits of Daniel E. Clark, deceased Rec'd: 6/06/1946 To (premises &mdre) Costas Stars FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GOL SKI Sworn to before me this 19th day of June, 2012 Notary Public WWp�ESCOTT Stdo o1NewYork No.4i93043 Tbum ExpM�s��31 ourdy ( A 4 Costas Stars Liber 6046 cp 484 To Dated: 9/30/1966 Nicholas Chrissides, John Aloizakis and Rec'd: 10/07/1966 Christ Anastasiou (premises &more) Nicholas Chrissides, John Aloizakis and Liber 6437 cp 497 Christ Anastasiou Dated: 9/29/1968 To Rec'd: 10/15/1968 Orestis Likokas and Merope Likokas, his wife, as to (premises &more) 1/3rd interest, Steve Tenedios and Athena Tenedios, as to 1/3rd interest and Peter Pananis and Vasiliki Pananis, as to 1/3rd interest Steve Tenedios and Athena Tenedios, his wife Liber 6706 cp 187 To Dated: 2/02/1970 Orestis Likokas and Merope Likokas, his wife and Rec'd: 2/18/1970 Peter Pananis and Vasiliki Pananis, his wife (premises &more) Peter Pananis and Vasiliki Pananis, his wife Liber 6882 cp 505 To Dated: 1/19/1971 Orestis Likokas and Merope Likokas, his wife Rec'd: 2/08/1971 (premises &more) Orestis Likokas and Merope Likokas, his wife Liber 12635 cp 995 To Dated: 1/11/2010 Orestis Likokas, Merope Likokas, George Rec'd: 8/31/2010 Likokas and Helen Likokas, as Trustees of the Likokas Family Trust and Orestis Likokas and Merope Likokas, as to life estate ' LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC '>dSANDRA J. G LESKI Sworn to before me this 19th day of June, 2012 Notary Public NoterY Mmft am of New� No.4793043 QUBIMW in suft1k OWN 'em EXOM May 31. /J 5 PREMISES WEST: 1000-031.00-03.00-011.009 William P. Furst and Jennie Furst, his wife Liber 1121 cp 243 To Dated: 1/05/1925 Andrew J. Dyenkowski and Rec'd: 1/08/1925 Paulina Dyenkowski (premises &more) Paulina Dyenkowski died a resident of Suffolk County on 3/08/1940. Andrew J. Dyenkowski a/k/a Andrew J. Dzenkowski died a resident of Suffolk County on 3/05/1973. Julia Conway and Joseph J. Dzenkowski a/k/a Liber 9122 cp 465 Dyenkowski, as co-executors of the last will and Dated: 12/28/1981 Testament of Andrew J. Dzenkowski a/k/a Rec'd: 12/31/1981 Dyenkowski, deceased (premises &more) To Herbert R. Mandel Herbert R. Mandel Liber 9486 cp 249 To Dated: 12/20/1983 Highpoint at East Marion Section Two Inc. Rec'd: 12/30/1983 (premises &more) Highpoint at East Marion Section Two Inc. Liber 9602 cp 325 To Dated: 7/05/1984 Herbert R. Mandel Rec'd: 7/18/1984 (premises &more) Herbert R. Mandel Liber 9902 cp 479 To Dated: 10/07/1985 Steve Angelakis and Argeroula Angelakis, his wife Rec'd: 10/28/1985 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GOL SKI Sworn to before me this 19th day of June, 2012 Notary Public JUNESCOTT Noriry F�, New York 4793043 6 QueB9ed In Suffolk County ibrm EXOM they 31,�.� 0 �� t PREMISES WEST: 1000-031.00-03.00-011.008 William P. Furst and Jennie Furst, his wife Liber 1121 cp 243 To Dated: 1/05/1925 Andrew J. Dyenkowski and Rec'd: 1/08/1925 Paulina Dyenkowski (premises &more) Paulina Dyenkowski died a resident of Suffolk County on 3/08/1940. Andrew J. Dyenkowski a/k/a Andrew J. Dzenkowski died a resident of Suffolk County on 3/05/1973. Julia Conway and Joseph J. Dzenkowski a/k/a Liber 9122 cp 465 Dyenkowski, as co-executors of the last will and Dated: 12/28/1981 Testament of Andrew J. Dzenkowski a/k/a Rec'd: 12/31/1981 Dyenkowski, deceased (premises &more) To Herbert R. Mandel Herbert R. Mandel Liber 9486 cp 249 To Dated: 12/20/1983 Highpoint at East Marion Section Two Inc. Rec'd: 12/30/1983 (premises &more) Highpoint at East Marion Section Two Inc. Liber 9602 cp 325 To Dated: 7/05/1984 Herbert R. Mandel Rec'd: 7/18/1984 (premises &more) Herbert R. Mandel Liber 9871 cp 551 To Dated: 8/15/1985 Stelnina Realty Corp. Rec'd: 9/12/1985 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC GU SANDRA J. G LESKI Sworn to before me this 19th day of June, 2012 Notary Public DUNE sooTr 7 t dxy PWft NGW y0* Qudftd In Term Eg*asMBY 31 Ili Stmda[d N.Y.B.i.V.Po[m g007-3.36-ION—Ba[gain and Sal.Deed,wi• Covenant a�aln¢Cnntoi t Am—Ia�vidual �Q I THISINDEN'IURE,made the 2nd day of 176bruary ,nineteen hundred and seventy V 'I BETWEEN STEVE TEbTEDIOS and ATHENA TENEDIOS, his wife, both 1 ., residing at 515 - 82nd Street, Brooklyn, Nett York, ,i party of the first part,and ORESTIS LIKOICAS and MERCPE LIKOKAS, his-wife- both residing at 411 - 88th Street, Brooklyn, I-'`ew York, and PETER PANANIS and VASILIKI PANANIS, his wife, both residing at 325 - 82nd Street, Brooklyn, New York, to I. .. .. ...., ., .. party`of the second part; t: !!JBlET1Hi-that the party'of the first part,in consideration.of ONE I-IUNDRED ($100:000 0)=-- tMf 'i---------------------------------- -------------------- dollars, ilawful monev of the united States,•and other good and valuable considerations pald ; by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or. j I successors and assigns of the party of the second part forever, fi I ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, � T, lying and being juJd= at East Marion, Town of Southold Count of Suffolk g �' Y g g � Y ' and State of New York, known and designated as Lots 1 and 2 on a certain map entitled, "14ap of Stars Ivianor" and filed in the Office i of the Clerk of the Coun.tj of Suffolk on September 19, 1963 as Map 1No. 3864 and a described parcel which, when. taken together are , more particularly bounded and desdriL-ed as fol.lows:- BEGINNING at the corner formed by the intersection of -the north- w:esterly side of Main Road with the westerly side of Stars Road; running thence South 57 degrees 24 minutes 2C' seconds West, along the northwesterly side of Main. Road, 73.9U feet; thence N8 th 17 degrees 30 minutes 50 seconds West, along land now or formerlyNldridge, 265.73 feet; thence South 83 degrees 18 minutes 50 second.West along the division line between lot 1 on said map and said land now or formerly of Eldridge and land now or formerly of Malinauscas, 138.15 feet; thence North 10 degrees 58 minutes 30 seconds 'Nest along land now or formerly of Dzenkoski,242.23 feet; thence North. . 79 degrees 42 minutes 40 seconds East, along the southerly side of lot 3 on said map .155.31. feet to the westerly side of Stars Road; thence along the westerly side of Stars Road three courses 'as `.follows: ' . (1) South 10. degrees 17 minutes.20 seconds East, 90.79 feet; thence ' .-5ekith..49 ,degrees, 59 minutes.•30. seconds•East, 186..84 feet; thence 1 (3) South 25- degrees 05 minutes 20 seconds East 218.97 feet•to the corner and the point or place of beginning. TOGETHER with a right of way over a 50 foot private road':from the easterly end of Aquaview' Avenue easterly about 334 feet to the\ easterly boundary of land now or formerly of Stars. �: ' itEAl'ESTATE , . STATE OF:'it . TRANSFER TAX - ;::. .,=NEVyI'YORK * 7 7 U �tr •':, Inoue' P.B.I0945_ n11 IIN• JIII �IgE 606 ?AMI 8 _ t, I li TOGETHER with a right of way 35 feet wide from said 50 foot liprivate road southerly, about 275 feet to Stars Road. i; TOGETHER with the right to use, in common with others, a-strip Hof land 40 feet in width, the westerly line of which is the easterly. boundary of land formerly of Le and which runs from the northerly II line. of said 50 foot private roadnortherly to Long Island Sound'. TOGETHER with the right to use in common with others a parcel of libeac4 about 40 feet in depth by 90 feet in length lying easterly I! from the above describjed 40 foot right of way. BEING and intended to be the same premises conveyed to the party I' of the first part and the party of the second part by deed dated (� September ,29th, 1968, .recorded in Liber 6437, Page 497, in the ; !! Suffolk County Clerk's Office on October 15, 1968. 11 . . Subject to the e::isting mortgage of record which the party' of lithe second part hereby .assumes and covenants to pay. I' If ;i • I li I II , i; i • I I� it �II , 1 y n Standard A::Y.B.T.U.Form 8007-7-56-IOM—Bargain and Sale Deed,with Covenant against Gnnroic Act+-lndivhlwl or Corporation i V�- tjE v / �fS day of January nineteen hundred and seventy-one • THIS INDENTURE,made the, y y BETWEEN PETER PANANIS and vASILIKI .PANAIM his wife, both residing at 325-82nd Street, Brooklyn, New York, party of the first part,and ORESTIS LIKOKAS and MEROPE LIKOKAS, his wife, both residing at 8823 Ridge Boulevard, Brooklyn, New York, 11209, l � M � party of the second part, WITNESSETH,that the party of the first pait,_in consideration of ONE HUNDRED ($100.00) DOLLARS and other valuable consideration mmus, lawful money of the United States, paid by the party of the second part, doe.ihereby grant and release onto the party of the second part, the heirs or vsuccessors and assigns of the party of the second part forever, ith the builrlin�x and improvements thereon erected, situate, ALL that certain plot,piece or parcel of land,�ti 177 7 lying and beinXmthe at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as Lots 1 and 2 on a certain map entitled, '14ap of Stars Manor" and filed in the Office of the Clerk of the County bf Suffolk on September 19, 1963 as Map No. 3864 and a described parcel which, when taken together are more particularly bounded and described as follows:- BEGr,INNING at the corner formed by the intersection of the northwesterly side of Main Road with the westerly side of Stars Road; running thence South 57 degrees 24 minutes 20 seconds West, along the northwesterly side of Main Road, 73.90 feet; thence North 17 degrees 30 minutes 50 seconds West, along land now or formerly of Eldridge, 265.73 feet; 8 thence South 83 degrees 18 minutes 50 seconds I+'est along the division line between lot 1 on said map and said land now or formerly of Eldridge and land now or formerly of Malinauscas, 138,15 feet; thence North 10 degrees 58 minutes 30 seconds West along land now or formerly of Dzenkoski, 242.28 feet; thence North 79 degrees 42 minutes 40 seconds East, along the southerly side of lot 3 on said map 155.31 feet to the westerly side of Stars Road; thence along the westerly side of Stars 'Road three courses as follows: (1) South 10 degrees 17 minutes 20 seconds East, 90.79 feet; thence (2) South 19 degrees 59 minutes 30 seconds least, L86.84 feet; then (3) South 25 degrees 05 minutes 20 seconds East 218.97 feet to the corner and the point or place of beginning). TOGETHER with a right of way over a 50 foot private road from the easterly end of Aquavieoi Avenue easterly about 334 feet to the easterly boundary of land now or formerly of Stars. TOGETHER with a right of way 35 feet wide from said 50 foot private road southerly, about 275 feet to Stars Road. TOGETHER with the right to use, in common with others, a strip of land 40 feet in width, the westerly line of which is the easterly boundary of land formerly of Lenz and which runs from the northerly line of said 50 foot private road northerly about 275 feet to Long Island Sound 1 M - � TOGETHER with the right to use in common with others a parcel of beach about 40 feet in depth by 90 feet in length lying easterly from •the above described 40 foot right of way. BEING and intended to be the same premises conveyed to the parties of the first part herein by Costas Stars by deed dated September 30, 1966 and recorded in the Suffolk County Clerk's Office on October 7, 1966 in-Liber 6046 of deeds at page 484, and by deed dated February 2nd, L970 and recorded in the Suffolk County Clerk's office on February 18th, 1970 in Liber 6706 of Deeds, at Page 187, conveyed to the parties of the first part herein by STEVE TENEDIOS and ATHENA ;TENEDIOS, his wife. SUBJECT to a first mortgage now reduced to $17,048:53 with accrued interest thereon, held by Costas Stars. as Number of pages S RECORDED 2010 Avp 31 11:26:50 AM JUDITH A. PASCALE This document will be public CLERK OF record.Please remove all SUFFOLK COUNTS' Social Security Numbers L D00012635P 993. prior to recording. DT# 10-02295 Deed/Mortgage Instrument Deed/Mortgage Tax.Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee o�`] = Mortgage Amt. 1.Basic Tax Handling 00 2. Additional Tax TP-584 � Sub Total Notation SpeOAssit. or EA-52.17(County)�� Sub Total Spec./Add, EA-5217(State) !a.S'� TOT.MTG,TAX 07) Dual Town Dual County R.P.T.S.A, �36 T Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit • �+ Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 f --I �� family dwelling only. Sub Total YES or NO Other ^ � Grand Total d3 0 If NO, see appropriate tax clause on page# of this instrument. I—l0 4 Dist. 10018165 1000 03100 0300 023000 5 Community Preservation Fund F T S Consideration Amount$ j2 9l.D Tax Service RSMI A Agency Tax Due 5 Verification Improved�� 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land CONNORSAND SULUVAN A A7TORNEYS-AT-LAW,PLLC �J TD 7408 Fifth Ayenuo-Suite 1 Brooklyn,Now York 11209 TD TD Mail to:ludith A, ascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www•suffolkcountyny.gov/clerk Title It 8 Suffolk County Recording & Endorsement Page This page forms part of the attached made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in f 4e4�5 SUFFOLK COUNTY,NEW YORK. TO In the TOWN of 4 l n the VILLAGE ,^,- ��,n, r HAMLET ofZ� BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over QUITCLAIM DEED CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENTS HOULD BE USED BY LAWYERS ONLY i I THIS INDENTURE,made the �I'day of Two Thousand Ten BETWEEN i ORESTIS LIKOKAS and MEROPE LIKOKAS, his wife,both residing at 8823 Ridge Boulevard,Brooklyn,New York 11209, i j party of the first part,and i ORESTIS LIKOKAS, residing at 8823 Ridge Boulevard, Brooklyn, New York 11209, f MEROPE LIKOKAS,residing at 8823 Ridge Boulevard,Brooklyn,New York 11209,GEORGE LIKOKAS, residing at 8821 Ridge Boulevard, Brooklyn, New York 11209, and HELEN LIKOKAS, residing at 20 Carrington.Drive, Greenwich, Connecticut 06831, as Trustees of the Likokas Family Trust, party of the second part, WITNESSETH,that the party of the first part,in consideration of ten dollars and other valuable consideration paid by the party of the second part,does hereby remise,release and quitclaim unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate lying and being in the County of Suffolk,State of New York,bounded and described as follows: SEE SCHDULE "A" ATTACHED HERETO Said Premises known as 9775 Route 25,North Fork,New York;approximately 0.33 acres;Suffolk County Tax map Number 473889 31-3-23. THE PARTIES OF THE FIRST PART named herein are sole lifetime beneficiaries of the Party of the Second Part,the"Likokas Family Trust"dated _ GZQ I I"*- ,2010,during the lifetimes of the Parties of the First Part and are entitled to all available veterans and senior exemptions as provided under RPTL subsections 458(7),458-a(5)and 467(9),and the school tax relief(STAR) exemption as provided under RPTL section 425. TOGETHER with all the right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose: The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. INPRESENCE OF: WI ORESTIS LIKOKAS MER PE L)1KOKASt XIKOGEOROKASKAS Standard N•Y.B.T.U.form 9004—Quitclaim Dead—Uniform Acknowledgment(single sheet) Form 2216 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Kings ss: State of New York,County of Kings ss: On the day of the year 2010 On the day of n the year 2010 before me,the unde ' ned,personall appeared before me,the undervined,personal ppeared ORESTIS LIKOKAS and MEROPE LIKOKAS GEORGE LIKOKAS personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by that he executed the same in his capacity, and that by his their signatures on the instrument, the individuals, or the signature on the instrument,the individual,or the person upon iperson upon behalf of which the individuals acted,executed behalf of which the individual acted,executed the instrument. the instrument. (signal and office of individual taking acknowledgment) (signature d office of individual taking acknowledgment HALYNA KOnCHAK HALYNA KORCHAK NOTARY PUBLIC,STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YORK N0.01KOO130181 NO.01KO6130181 QUALIFIED IN KINGS CO U 1 QUALIFIED IN KINGS CO COMMISSION EXPIRES 7/11/ �J COMMISSION EXPIRES 7/11/ /3 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of On the_day of in the year 2010,before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names(s)is(are)subscribed to the within instrument and acknowledged to me thaj he/sl c/they executed the same in his/her/their eapacity(ies),and that by his/her/their signature(s) on the instrument, the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City.or other political subdivision) (and insert the Slate or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) QUITCLAIM DEED SECTION BLOCK 3 Title No. LOT 2� COUNTY OR TOWN Suffolk ORESTIS LIKOKAS and MEROPE LIKOKAS STREET ADDRESS 9775 Route 25 TO North Fork,New York ORESTIS LIKOKAS,MEROPE LIKOKAS, GEORGE LIKOKAS and HELEN LIKOKAS, Recorded at Request of as Trustees COMMONWEALTH LAND TITLE INSURANCE COMPANY ! aTANOARD FORM OI N2W YORX BOARD OF TITLE UNDERWRITERS RETURN BY MAIL TO: Distributed by VINTAGE ABSTRACT CORP 2124 FLATBUSH AVENUE Connors and Sullivan Attomeys-at-Law,PLLC BROOKLYN.NY 11234 718-377•0200 7408 Fifth Avenue-Suite 2 Brooklyn,New York 11209 Tel:(718)238-6500 1 W u i 0 I Z I g u W a 0 ' O • W 6 j s a a N y I w 4 I N W a I i • a ] Number of pages RECORDED 2010 Aug 31 11:26:50 AM This document will be public JUDITH A. PASCALE record.Please remove all FOLK OF uFFol_K oouHr r Social Security Numbers L D00012635 prior t0 recording, P 995•DT4 10•-02297 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee 'a Mortgage Amt.' 1.Basic Tax Handling 00 2, Additional Tax TP-584 cJ Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total 5pec,/Add. EA-5217(State) TOT,MTG,TAX R,P.T.S.A, Dual Town Dual County T Held for Appointment Comm.of Ed. 5. 00 —� '.: 7ransferTax Affidavit • . Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other _ Grand Total If NO, see appropriate tax clause on page# of this Instrument, 4 1 Dist. Rlnrk Lot 5 Community Preservation Fund loon 03100 0300 oi000b'a F rty Q10018168 Consideration Amount$ r0/JTax ServiceAgency CPF Tax Due $ Verification Im rev 6 Sails actions/Discnargesmeiao�ca ,_____�_ i RECORD&RETURN TO: Vacant Land CONNORS AND SULUVAN D� ATTORNEYS-AT--LAW,PLLC 7408 F(fth Avenue-SuUe 2 Brook(vn,New York 112o9 TD TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co,Name www,suffolkcountyny,gov/clerk Title N 8 Suffolk County Recording & Endorsement Page This page forms part of the attached I�614 made by; (SPECIFY TYPE OF INSTRUMENT) i'he premises herein is situated in SUFFOLK COUNTY,NEW YORK, TO In the TOWN of In the VILLAGE or HAMLET of eo�'- K/ XES 6 TH MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over QUITCLAIM DEED r CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the day of on. ,Two Thousand Ten i . BETWEEN ORESTIS LIKOKAS and MEROPE LIKOKAS, his wife,both residing at 8823 Ridge Boulevard,Brooklyn,New York 11209, i party of the first part,and ORESTIS LIKOKAS, residing at 8823 Ridge Boulevard, Brooklyn, New York 11209, MEROPE LIKOKAS,residing at 8823 Ridge Boulevard,Brooklyn,New York 11209,GEORGE LIKOKAS, residing at 8821 Ridge Boulevard, Brooklyn, New York 11209, and HELEN LIKOKAS, residing at 20 Carrington Drive, Greenwich, Connecticut 06831, as Trustees of the Likokas Family Trust, party of the second part, WITNESSETH,that the party of the first part,in consideration of ten dollars and other valuable consideration paid by the party of the second part,does hereby remise,release and quitclaim unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, i ALL that certain plot,piece or parcel of land,with the buildings and improvements there6n erected,situate lying and being in the County of Suffolk,State of New York,bounded and described as follows: j SEE SCHEDULE "A" ATTACHED HERETO Said Premises known as 425 Stars Road,North Fork,New York;approximately 0.47 acres;Suffolk County Tax map Number 473889 31-3-10. THE PARTIES OF THE FIRST PART named herein are t e sole lifetime beneficiaries of the Party of the Second Part,the"Likokas Family Trust"dated 1 1•4' ,2010,during the lifetimes of the Parties of the First Part and are entitled to all available veterans and senior exemptions as provided under RPTL subsections 458(7),458-a(5)and 467(9),and the school tax relief(STAR) exemption as provided under RPTL section 425. TOGETHER with all the right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the First part will receive the consideration forthis conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"parry"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: &_,/,44 WITNESS ORESTIS LIKOKAS i MER.RLIKOKAS S i GEOS i Standard N.Y.B.T.U.form 8004—Quitclaim Deed—Uniform Acknowledgment(single sheet) I Form 2216 i , s TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Kings ss: State of New York,County of Kings ss: On the day of �in the year 2010 On the day of the year 2010 before me,the and reigned,personaK appeared before me,the undedIrkned,personal] appeared j ORESTIS LIKOKAS and MEROPE LIKOKAS GEORGE LIKOKAS personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of j satisfactory evidence to be the individuals whose names are satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me subscribed to the within instrument and acknowledged to me that they executed the same in their capacities, and that by that he executed the same in his capacity, and that by his I their signatures on the instrument, the individuals, or the signature on the instrument,the individual,or the person upon j person upon behalf of which the individuals acted,executed behalf of which the individual acted,executed the instrument. the instrument. (signature agToffice of individual taking acknowledgment) (signatu—r need office of inkgpA t�k Fac(tnowledgment HALYNA KORCHAK NOTARY PUBLIC,STATE OF NEW YORK NOTARY PUBLIC,STATE OF NEW YORK NO.01KO6130181 NO.OI KOB1301 Bi QUALIFIED IN KINGS COU ��3 QUALIFIED IN KINGS COUP,/3 COMMISSION EXPIRES 71111—- COMMISSION EXPIRES 7/111 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of On the_day of in the year 2010,before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) QUITCLAIM DEED SECTION 3� BLOCK 2O Title No. LOT COUNTY OR TOWN ORESTIS LIKOKAS and MEROPE LIKOKAS STREET ADDRESS 425 Stars Road TO North Fork,New York ORESTIS LIKOKAS,MEROPE LIKOKAS, GEORGE LIKOKAS and HELEN LIKOKAS, Recorded at Request of as Trustees COMMONWEALTH LAND TITLE INSURANCE COMPANY =CORP RETURN BY MAIL TO: aTANOARD FORM OOARD OF TITLE VNOERWRITERSed by Connors and Sullivan Attorneys-at-Law,PLLC VIACT CORPH AVENUE 7408 Fifth Avenue-Suite 2 r1Y 1t23a Brooklyn,New York 11209 200 Tel:(718)238-6500 W 1 V 0 O ' O O u W a W I o 1 yW I N I W 6 . F L! 7 W SCHEDULE "A" ALL that certain plot,piece or parcel of land,with the buildings and improvements,thereon erected, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as Lot, 1 ' on a certain map entitled, "Map of Stars Manor"and filed in the Office of the Clerk and the County 6f Suffolk on September 19, 1963 as Map No. 3864 as I . y Number of pages RECORDED 2010 Aua 31 11:26:50 AM This document will be public JUDITR A. PASCALS p CLERK OF record.Please remove all SUFFOLK COUNTY Social Security Numbers L D90012635 prior to recording. F 9.4• DT# 10-02296 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps I 3 FEES I Page/Filing Fee Mortgage Amt. 1,Basic Tax Handling 5. 00 i 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. I or EA-52 17-(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County i R.P,T.S.A. Held for Appointment Comm:of Ed. 5. 00 4 Transfer Tax a Affidavit • �+ Mansion Tax Certified Copy The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge. 15. 00 family dwelling only. Sub Iota! YES or NO Other _ Grand Total If NO, see appropriate tax clause on page# of this instrument. i C 4 1 Dist. 5 Community Preservation Fund r10018177 1000 03100 0300 009000 a P T S Consideration Amount$ O•. 0 0 Tax Service Agency RSMI A CPF Tax Due $ Verification 18�U0"� Improved 6 Satisfactions/uiscnarges/Releases L'ist•Frop-6t Owners Mailing Addi ess RECORD&RETURN T0: Vacant Land CONNORS AND SULLIYAN TD. I ATTORNEYS-AT-LAW,PLLC 7408 F(jth Avenue.Suite 2 TD Brooklyn,New York 11209 TD Mail to;Judith A.Kascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name ! www.suffolkcountyhy.gov/clerk Title# /fJ 8 Suffolk County Recording & Endorsement Page I This page forms part of the attached E made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in 1-7SUFFOLK COUNTY,NEW YORK. i TO In the TOWN of In the VILLAGE ,�OCiJS'7 or HAMLET of XES 6 THR UST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over QUITCLAIM DEED CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the day of Two Thousand Ten BETWEEN ORESTIS LIKOKAS and MEROPE LIKOKAS,his wife, both residing at 8823 Ridge Boulevard,Brooklyn,New York 11209, party of the first part,and ORESTIS LIKOKAS, residing at 8823 Ridge Boulevard, Brooklyn, New York 11209, MEROPE LIKOKAS,residing at 8823 Ridge Boulevard,Brooklyn,New York 11209,GEORGE LIKOKAS, residing at 8821 Ridge Boulevard, Brooklyn, New York 11209, and HELEN LIKOKAS, residing at 20 Carrington Drive, Greenwich, Connecticut 06831, as Trustees of the Likokas Family Trust, party of the second part, WITNESSETH,that the party of the first part,in consideration of ten dollars and other valuable consideration paid by the party of the second part,does hereby remise,release and quitclaim unto the party of the second part,the heirs or successors and assigns of the parry of the second part forever, ALL that certain plot,piece or parcel of land,.with the buildings and improvements thereon erected,situate lying and being in the County of Suffolk,State of New York,bounded and described as follows: SEE SCHEDULE "A" ATTACHED HERETO Said Premises known as 455 Stars Road,North Fork,New York;approximately 0.47 acres;Suffolk County Tax map Number 473899 31-3-9. THE PARTIES OF THE FIRST PART named herein are t sole lifetime beneficiaries of the Party of the Second Part,the"Likokas Family Trust"dated r r) 1 11 - ,2010,during the lifetimes of the Parties of the First Part and are entitled to all available veterans and senior exemptions as provided under RPTL subsections 458(7),458-a(5)and 467(9),and the school tax relief(STAR) exemption as provided under RPTL section 425. TOGETHER with all the right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the parry of the second part,the heirs or successors and assigns of the party. of the second part forever. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the First part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE 17 WITNES / ORESTIS LIKOKAS pp MER PE L KOKAS GEO KOKAS K EN L S Standard N.Y.B•T.U.form 8004—Quitclaim Deed—Uniform Acknowledgment(single sheet) Form 2216 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Kings ss: State of New York,County of Kings ss: On the day of &fiG/ the year 2010 On the day of the year 2010 before me,the undersigned,personally 6eared before me,the undersigned,personally peared ORESTIS LIKOKAS and MEROPE LIKOKAS GEORGE LIKOKAS personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of I satisfactory evidence to be the individuals whose names are satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by that he executed the same in his capacity, and that by his ! their signatures on the instrument, the individuals, or the signature on the instrument,the individual,or the person upon person upon behalf of which the individuals acted,executed behalfof which the individual acted,executed the instrument. the instrument. (signaturfand office of individual taking acknowledgment) (signature and office of individual taking acknowledgment HALYNA KORCHAK HALYNA KORCHAK NOTARY PUBLIC,STATE OF NEW YORK I NOTARY PUBLIC,STATE OF NEW YORK N0,011<06130781 NO.01 K06130181 QUALIFIED IN KINGS COUN QUALIFIED IN KINGS COU COMMISSION EXPIRES 7/11/ j. COMMISSION EXPIRES 7/111 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of On the_day of in the year 2010,before me,the undersigned,personally appeared personally known to me or proved to me on the basis ofsatisfactory evidence td be the individual(s)whose names(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) QUITCLAIM DEED SECTION 3 BLOCK Title No. LOT 9 COUNTY OR TOWN Suffolk ORESTIS LIKOKAS and MEROPE LIKOKAS STREET ADDRESS 455 Stars Road TO North Fork,New York ORESTIS LIKOKAS,MEROPE LIKOKAS, GEORGE LIKOKAS and HELEN LIKOKAS, Recorded at Request of as Trustees COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO: SfANOARD FORM OF NEW YORK BOARD OF TITLE VNOERWRITERS Distributed by Connors and Sullivan Attorneys-at-Law,PLLC vINTAIGE ABSTRAC-r CORP 2124 FLATBUSH AVENUE 7408 Fifth Avenue-Suite 2 BROOKLYN,NY 11714 Brooklyn,New York 11209 71B-377.0200 Tel:(718)238-6500 09 _�� /� W • V LL 0 O ¢ I 4 O I � I ¢ I I � I � I � . I w W N W Q I I ! SCHEDULE IAA" ALL that certain plot,piece or parcel of land,with the buildings and improvements,thereon erected, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as 1o74 Z on a certain map entitled,"Map of Stars Manor" and filed in the Office of the Clerk and the County of Suffolk on September 19, 1963 as Map No. 3864 , _ I SURVEY OF PROPERTY SITUA TE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LOTD S.C. TAX No. 1000-31 —03-09 155.31 : S.C. TAX No. 1000-31 —03- 10 ° S.C. TAX No. 1000-31 -03-23 A.. N ;e� FOIto 1 1rs' SCALE 1 "=20' • :. : AUGUST 299 2007 7 9•42, 40,E E • p . 44'. , • .� AREA DA TA SET STAKE [*1 4' ate^ ,: S.C. TAX No. 20,131 sq. ft. 1000-31-03-09 0.462 cc. Za w a S.C. TAX No, 20,120 sq. ft. 4 1000-31-03-10 0.462 cc. .. d••.' Ln • • S.C. TAX No. 14,114 sq. ft. o •' 1000-31-03-23 0.324 cc.•:. O � ' 0 :; = ♦ a. TOTAL 54,345 sq. ft. .i • • ..• � .. . . 1.248 cc. LOT& 10p0-31:03—p9 O . S v . • J ° ♦ d <d FENCE `* �♦ \�L ' a d♦ ;,d. �} • a 1.21V. LA • ' NOTES: • 1-. LOT NUMBERS SHOWN THUS: LOT 1 REFER TO 60.3$' Scr *XE 4' ;a . ••••• MAP OF STARS MANOR • n FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY " ' ' S • • :t . .,.4'. ON SEPTEMBER 19, 1963 AS FILE No. 3864 a . AY •. 4 • . 2. LOT NUMBERS SHOWN THUS: LOT(39 REFER TO „ A 0`�` ° ' a 4 a SUBDIVISION MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. 79 42'q0 E : °• : FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY N . •, ON JULY 13, 1984 AS FILE No. 7755 ' 392/ d: • 33.0 y d a ♦ y z ORY 2) PROP : .' , - ra ST �; AN FRAME ilk \ ILA COTTAGE4. '" a m • ROOF cor+c' COO,CRESE LOTQ _1 p / O♦ a• % .,. N S.C. TAXSO 1 STORY N Zp�NKS ��P\ a • .'. FRAME '� \ �r ° . . • . 0 a COTTAGE \ :♦ ° FWNO SEEP "x STEP • • ZIP ` ° COW 180 Iw 23,1 cn '` n •'•' !"� ° • , » FEE D�G 42 �G'`wN �;. .• o� tia• a .. Sg 180 -1, ? ��` N F�tP'Mp E r>`'�'` • try,,. ::::•' :\ �, wooD & 180.1 DE 5' ED o • O SET E t RE ; CoNc ; . w are L.FEMCE OF ST 2.1'E. Ott 55. ;;:: �S d♦ • ' V' • ,� .a NIOIF THY E. LOCKRIDGE s a e 1'3: DORO •IPA 0 ': .•d . • •. . Ni R�. ��'G o. mac^ • •• ''. 'd ♦ •Q •.a a. N f• y ,,•4 • a. 25� � �\ •� ! d .• ae. •. .�.•. y•♦• �' '♦ ! .d d • 4. ; 7 .a A 'a• • 23 4 PAS OR • d j a • •♦ a • iS , : a •. �15 cn X r1°' ° a A. Jc� `ag Qy� i, t • ,I• .i A. ° • ` ' ,. 5 • a . do z �• � _ s.,,. 'Cam;•:\�`i '.w� s ��. � - - ' .. _ __ -- - :� "tip '� `��..•:. ti�,�:'.. � .. •..° ••• .'—`, ° Nrn N �°� •..�- .;' ,�•� Jae' • .. • -:. •' • C TV w 1 •,.3.y.' d ••• •. i ;...���, e a• •• a o d • • UNAUTHORIZED ALTERATION OR ADDITION • TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN y ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS E57ABUSBY THE LIALS. AND ■ FOR SUCH�U�SE BY THE NEW YYOORK"STA _ aF NF L Nathan Taft Cor ,n III TITLELand Surveyor 1 _ - - _ �r Title Surveys - Subdivisions - Site Plans - Construction Layout 67, 0 PHONE (631)727-2090 Fax (631)727 1727 F OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. L.ic. No. 50467 Riverhead, New York 11901 Riverhead, New York 1 1 901-0965 i SURVEY OF PROPERTY SI T UA TE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 —03-09 S.C. TAX No. 1000-31 -03- 10 d S.C. TAX No. 1000-31 —03-23 L°T s SCALE 1 "=20' • °155.31 AUGUST 29, 2007 Mt• d,e JANUARY 29, 2013 ADD PROPOSED HOUSES — FOUND CO O .,d ° N g•42 40„ E .' : e. FEB rj Ir Dppp.. .. •, . DD ,, :a d• AREA DA TA LpT 2� a +'.' • e' • ' z 0 31+03-09 2 TAX No 0,131 s ff. N0. 100 4q�' . •• — — — S.C. .. 00 31 03 09 0 462 ac T A r. • • ;e • s S.C. TAX No. 20,120 sq. ft. CP :. , 03 10 0.46 d d .• 4 •i' 2 ac. yJ>� D d S. 5 C. T AX No 14 11 W 4 s ft. '•Yam`!' a ' q O 4' • • — — 1000 31 0 — d 3 23 0.324 ac. O TOTAL 54 345 s ................. .. On ;. 1.248 ac. d e. 41• i i O 33 � '•e r�y�•,�':: .: :. PO � G J d v d to N CONC. UNDMON tit a e FENCE tpJ Id •, ............... 1.2'W, N e d • NOTES: Ilv 60.3g S�5opoE �.. ,• e " ' °' v A. 1. LOT NUMBERS SHOWN THUS: LOT 1� REFER TO MAP OF STARS MANOR FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY � — e • At ° ON SEPTEMBER 19, 1963 AS FILE No. 3864 —' — 2. LOT NUMBERS SHOWN THUS: LOT 39 REFER TO 79.42' 40" e SUBDIVISION MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. N FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY °. . ' d• • ON JULY 13, 1984 AS FILE No. 7755 _ • • `•d, .av O LOTO `'° • 3 31_03-10 q, 1 � � 9ttYa 'k 1 • d S.C, TAX ... raTAGE �� :• •' e 'i5.0� .....I::::: ::::::::::::::: PAR • : a ........... .........• .ae•... ,OAF AO�iVER i .s d.. ''• e: .•, t 4. :. .;. Pp • .. :: : :' ... �.::: •i:.....(• p,,,.«aa:p°°.°°9Rc:.�:.:::•.� ::r:•rrt:•rr:i:' d'd 'd d • . 9 °ate :}::: : . .o d, d • Fr:i :.:riii?:ir:r:i?r (irr::'rt':'r ::c:•:•:•: :i :.....1...:. :. :::. :. :::: A }.....:. :. ::: d SCE FOUND ON. tt 1a,.e�: :.....l q d • CoNC• M t: Cr� e • d' �NG c°moo E° 180� '- �'• d d .. W 1 EX\S� 9E REM ^�}, •�-1,. oho �, • a °. • , y i • , Of� �Al FENCE ; ssS �G M c 83185 Y� 0.7'N. �ojp �� s % J ' �; ..oZ • e v It- o �. 1 y, G SET WOOD �o DEED ? 1,<' R � .::. Wes:. .:: STAKE OF POST &WIR' O; ; HO. 5 J d O (LeREMm4sV : n1�/FENCE EP Y t J 44 a RPISS IF OTHY E� LOCKRIDGE ;K sZ 1a.3 CP > ",j,,:: p. DOR O° � 11.3 •.. gyp. O N ,� .•d • d v e. d 0 a ' �n '°• d, ' O • d ° •. e 4.1 8 d • �v A 4 > e.d .' 'n+ d:, .° •.. a•• 'd A ° x,0 von `o 'd °. •. rlb 3� 'd ' % 10.5 h� ,��? �p�'Dye fit^ �� •. moo. b �cy� �2� ••e d a (O'irP't"J I Q� a CP • Op f \ ..s'• :ti� 7o�F �� GOB ;• i s I3 yF co'• �>� \�K, Li C� to /_ \ 5 J'C �. ��3'�ry• ;1 •.' • �15. : . W -CP d. C7 oo G° 1� •' a •:. YF p A,�O •'e • l� e • 11W S � .,d '' •: .. �. sic, •� ,o Em dd• • PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IA.L.S. AND APPROVED AND ADOPTED �( FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. AS 557 t t '�. .. x, ' :• N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FaX TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY FOR GEORGE LIKOKAS PAGE 1 OF 2 SITUATE EAST MARION TOWN OF SOUTHOLD LOT& 250 SUFFOLK COUNTY, NEW YORK 60�3a� wood 255,�� S.C. TAX No. 1000-31 -03-10 VACANT STAKE SCALE 1"=30' _ AUGUST 29, 2007 E JANUARY 29, 2013 ADD PROPOSED HOUSE Off a��a aEMovs; APR IL 15, 2014 ADD ELEVATIONS to eE MAY 13, 2014 ADD EXISTING SANITARY SYSTEM TO BE REMOVED N � '42 4 N JUNE 8, 2014 ADD STORMWATER NOTES 9 TEST HOLE �26.0 1 I AREA = 20,120 sq. ft. pRONGSG ESARN�E�IMITS \�V N 0.462 ac. ° NOTES: AL 1 CS o o g 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM I (� -a rn EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 N r r 27.2 ( �— F 1 I W a �o v' 1 z 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. y v �STIOFPY Gj AO. �,n cn n 0 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. I t FR„ Q G1.6 xrn to;aeT: ?av6:.... `l PLO GN�N1taR� 5vst�w q 1 POOL. 12' DEEP, 8' dia. cT CP ➢x rn 1 1 .:.....-o........... . pOR G`'POJ60 I< O ,..... ` 6X15�g n6M 3i d PROPOSED EXPANSION POOL m -1 Cf N 1`- "::. :::; o p:::::::R; 1 So p�W0 L\t�E w• a �, r� O —pROP05ED—�� rn�_I O t: ': ::: :::::::::: W� d : PROPOSED LEACHING POOL 501L 5TO0KPILE z rn p ....... .�::. w L;•:O9: rn�,rn o I`;;i 1 - PROPOSED SEPTIC TANK XySTIN r::::::: Qfa �) � 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD c t1 rn sTDRrn:Z :::1 c � OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ou r l—tT1 1 .: ........:::.: LOT ���O I1 ^ ?RAMO.:::.:::::: ll:;`:.. vFD oRp 5. LOT NUMBERS SHOWN THUS: LOT 1Q REFER TO NCE y�z�3 rn II To rn� N. MAP OF STARS MANOR FE .......... (� �+ n ,!p. FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY p4W p Z�y rCD �1 Y W`� ON SEPTEMBER 19, 1963 AS FILE No. 3864 -c n.-� �l 6. LOT NUMBERS SHOWN THUS: LOT 39 REFER TO C z z SUBDIVISION MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. o 6 ll�__ - .s �� m �� 26.6 , FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 4 2�� k,Y ON JULY 13, 1984 AS FILE No. 7755 j o Ili —N EX6o 9E tZEMOVE�®o® � 2� ova y� 3 I SANITARY SYSTEM TO BE PUMPED CLEAN AND REMOVED. DRAINAGE SYSTE ALC TIO FENCE -300 0.7'N, o c 1l , LO N \ ROOF AREA: 1,751 sq. ft. ° f :p �" �a IS g0.63 tr �� 1,751 sq. ft. X 0.17 = 298 cu. ft. r_ O T \l iC C SET WOOD 2 WIRE FENCE o G 298 cu. ft. / 42.2 = 7.1 vertical ft. of 8' dia. leaching pool required STAKE REMAINS OF POST & Z 180.15' DEED �',of PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS {� STAKE Zi a y ENCE N%pANANIS „ W o PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 3.2'S. z1'E 83, 8�CJO a pETER' PANANI5 S VA5ILIKI G y DRIVEWAY AREA: 900 sq. ft., Slolf 900 sq. ff. X 0:17 = 153 cu. ft. ELEN LIKO s USESpPUBLC WATER'�O PROVIDE (1) 8'4dia. X 4 6 high vertical STORM DRAIN dPOOL aching pool required 0 F H s. N� LOCKRIDGE pWELUNG WATERPROPOSED 8' : I_::0::� DOROTHI' E. o, USES PUBLIC PREP ED y D C6�YLRH E MI DWELLING tL ARDS F R n U&vevslAs �T BUSHED BY THE L... S " BROVED.Ab'AOPTED` .. - USES PUBLIC _ - - FOR SU Us�'�Y E AEA Y�ORrK sTA E# D APPROVAL OF STOR ER MANAGEMENT DGI ~ Y C CONTRQL 4A h '@ld@ IL Date: � � ••,t�� �- a}, TEST HOLE DATA ApproVed by:� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 20, 2013) o D�Q4AGE INSPECTIONS ARE REQUIRED BROWN SILTY SAND WITH 107 GRAVEL SM r;•N:YS. Lic. o. 50467 4• �ci:ntact TOS Engineering at 765-1560 beforgNADTHORI-.ALT RATION 0 ADDITION 0 THIS SURVEY T AVID ON OF j��� SECTION 7209 0 THE N YORK STATE a a /�4`�;• �CkAll,OR Provide Engineer's Certification EDUCATION LAW. -Nathan S l `�O!'�1IVm III ��� RING that the drainage has been installed to Cod °E'LANDEI FS SURVEYOR'S INKED SEAL OS VEY MAP NOT RR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land eyor PALE BROWN FINE TO COARSE SAND WITH 10-20% GRAVEL SW TO BE A VALID TRUE COPY. EROSION&SEDIMENT CONTROLS CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Shall include but not be limited to: IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND A well maintained Construction Entrance, TO THE ASSIGNEES OF THE LENDING INSTI- 17' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 Wire Backed Silt Fencing,stabilization& THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT MAILING ADDRESS Seeding of exposed and/or inactive soils. ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 1931 Jomesport, New York 11947 Jamesport, New York 11947 STORMWATER MANAGEMENT NOTES: SURVEY FOR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING GEORGE LIKOKAS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. PAGE 2 OF 2 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF STEEL OR WOOD DETAILS U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC REO'D. WITHOUT WIRE MESH SUPPORT SIT POST (TYP.) AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. UATE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS EAST UATE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 10' MAX. O.C. SPACINGMARION DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/ WIRE SUPPORT FENCE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 6' MAX. O.C. SPACING TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE W/O WIRE SUPPORT FENCE SUFFOLK COUNTY, NEW YORK SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 'Y " • S.C. TAX No. 1000-31-03-10 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL "'" FLOW BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOT TO SCALE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES - ;: JUNE B. 2014 ADD STORMWATER NOTES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ATTACH FILTER FABRIC SECURELY NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED io TO UPSTREAM SIDE OF POST AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A SHALL BE BEREMOVED SEDIMENTS IS 3-4 MONTHS.AWAY FROM HE TRAPPED ES BALES TO AN APPROVED ��/// //\//\/ °"'f /%\// /\\\ SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. \/�\/�\�\\i NOT TO SCALE 4" X 6" TRENCH 50' MIN. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. W/ COMPACTED OR TO BE SUFFlCIENT TO 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. BACKFILL KEEP SEDIMENT ON SITE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO I HAY BALES AND/OR ON THE PROPOSED RESIDENCE. MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER > SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED as 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW o OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF oFF—SITE TRANSPORT. FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 36" HIGH POLE (MAX.) Q I — y _ SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW STEEL OR WOOD POST ----------------- IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF `c�/ N FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, I ¢`� r' WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE , VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND 10. SUIITABLOEWTH.VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA !\\%\\ :' �\\%\\%\ HAY BALES AND/OR VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER //\\//\ THAN 1 SQUARE FOOT IN SIZE. \/ PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /\ /\\i a„X 6" TRENCH OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO �/� /j/ W/ COMPACTED THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, BACKFILL OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. EXISTING GRADE TRENCH DETAIL ROAD (NOT TO SCALE) �_LEESR NOTES: CONSTRUCTION ENTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS COMPACTED 3/4" STONE BLEND REGRADING & VEGETATING DISTURBED AREAS. DR N.Y.S. .G.T. APPROVED R.O.A. SHALL BE DRY AND STABLE. FILL TO 18" MIN. ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) J? APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY CO � CE AND REQUIRED PERIOD OF USE. (NOT TO SCALE) 2 SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) (N'T 1 FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER v STABILIZE ENTIRE PILE WITH VEGETATION OR COVER 8" TRAFFIC BEARING SLAB ( ) max. \1/ 41 111 , PIPE FROM ROOF GUTTERS :r' J CRUSHED 3/4" �1-1/2" STONE � N ALL AROUND Y�. ic. No. 50467 a^ v LEACHING RINGS REINFORCED PRECAST CONC. Nathan Taft Corwin III INFO PSI 28 DAYS � � � � � 3'-0'• 3'-0" � (min.) 4.� (min.) Land Surveyor o E Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fox (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE 1586 Main Road P.O. Box 16 ) Jamesport, New York 11947 Jamesport, New York 11947 DRAINAGE SYSTEM CALCULATIONS: SURVEY OF PROPERTY ROOF AREA: 1,751 sq. ft. 1,751 sq. ft. X 0.17 = 298 cu. ff. SITUATE 298 cu. ft. / 42.2 = 7.1 vertical ft. of 8' dia. leaching pool required EAST MARION PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS �. .� Abandonm%-1lt D e-,is:i,,' c > PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: .......I g"" 7 ��i •In must be in TOWN OF SOUTHOLD t.;;>': comfct3;�arcuvv= bde: ^� itS FFOLK COUNTY, NEW YORK a'q= .- - conplet��'�,_,t �"VM_ 0 gd a��,4 � S C. TAX No. 1000-31 -03-10 LOT 3$' 25.0 SCALE 1"=30' 60 SET OOD STAKE 2s.s AUGUST 29, 2007 JANUARY 29, 2013 ADD PROPOSED HOUSE 2014 ADD ELEVATIONS MAY 13 1�014 DD EXI ING SANITARY SYSTEM TO BE REMOVED O�� E —� oaT°a� oho/ 0 WATER 1{{Z{E( .) r�.� t :yF� "', {i�d TED �1` �HE N 2' 4 soeE :7: i;. r,_ Q{tEl = 20,120 s ft. '4 — N v1 SUFFOLK COUNTY DC,( °i .s 1:r S' :1 :;ER\J{C_. q' 9 I TEST HOLE 0 C V�a 0.462 cc. N CALL 852-Q4G4. 411S ;i:sJ�a 11 '; ADVANCE, 01 G C r^ To S&HaEDULE !NS ECT iON(S). 29.7 I t;:::::.r— c9� c o m c I S�y�i_--. : cr m r+ 27.2 r F p' ;I W " a v �J �r z 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM o O = �r.:'.2.. d` O' , F EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 N Z I 1 1 < c C) 3 . r z I AM6. J �o o 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. 03 _ _ 7" DEEP G `" F qlb =rn Ii► i :sE " � I PCz�GN sySj�M � . 0 3. MINIMUM $EACHING SYSTEM ID FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. `L (P m <� X a':::;::::::. ` Vol? G SaNy 0 Y7 �� -;3 1 POOL; 12'. DEEP, 8' dia. Cp R1-t c1 d N II 1r �a:..� . PROPOSED EXPANSION POOL ; ....err ::::::•;:_:. W� ; �L ����➢ r-j V�A/`a13®pG: :15_'. �p ���Odd a PROPOSED LEACHING POOL LOT o� rnu, Ir V, O l7 ®PROPOSED SEPTIC TANK 70 = >:iAG ::': ::::::" = . . 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O➢ I f RE1d........... " oa AY` OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Fo 4W A �d rn�rn II i I " 5. LOT NUMBERS SHOWN THUS: LOT IA REFER TO FOOND dG'>rQ3 I�- t" J I I MAP OF STARS MANOR cr-::::! J r3 $ MON. v_ prn• r11 I Lc FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY CONC- ON SEPTEMBER 19, 1963 AS FILE No. 3864 o do 7\ 28.9 G6 - 26.6 6. LOT NUMBERS SHOWN THUS: LOT 39 REFER TO j N IIIN `xz 1sEMOE ;�;270 o��q �� FLBDDIVINIOHEMAP OFFICE OF THENCLERK EAST SUFFOLK COUNSECTION TWO, INC E EI� N N II N y ���� ON JULY 13, 1984 AS FILE No. 7755 U1 D FENCE I 0 11 0 i `�N '\ 7. EXISTING SANITARY SYSTEM TO BE PUMPED CLEAN AND REMOVED. 0.7•N• l - SET WOOD Z FENCE o 0 a c iiA� 14 20 n WIRE OG o DEED c^ r, r Ifs lit �.t:i: i ! 73 iiWALTH SE IC n STAKE OF POST & �y 180.15' W WO jUFFw3.:� � uFi�tS 31 5 2SE 2 REMAINS O» 2 Z ET H�OlF ANANNIS pE 1,ii' c; �;?w s1:A:_0r fsO'<Si UC`�{®Id C�®R�i FF.C®.e rn 3 8'5 W P E -rPpANA 1.10 ®�ICE�6� b Maap( S 83 VASILII,_ Z LE i A.h:�L'. RE i� ; 'E 1 4t m� �y N10/FOKAS t:�JELUNGWATER � S9ArG F HELEN LIK usEs Luaus . _ PRE ED O-RDANCE THE MINIMUM DOROTHY E.LOCKRIDGE oWPueLc WATER aa �r j 7 y�� ^ ^/ fly ST s FAR S STABUSHED •� IHII fi I i-l.�'J. h1g.{'. '�. to'-I •' '�� BY E LAA.FC„$W+FID 9.P� fIJ ...(((���DDDOPTED USES ----- -�+-�•+��•� F ,I�Qk.YI. O�R14f LAND DWELLING // T s5 ,s°�' T L+ USES PUBLIC WATER APPROVED //1 P' O•� o Fop,PUJAXIMU F BEDPOOLIS �-(° Z EXPIRES Ti HREEE YEARS FROM DATE OF APPR TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 20, 2013) 0• Y.S. Lic. No. 50467 BROWN SILTY SAND WITH 10% GRAVEL SM _ �0�y UNAUTHORIZED ALTERATION OR ADDITION 4• TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Nathan 'I`af Corwin ��� EDUCATION LAW. 's COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land .Surveyor EMBOSSED SEAL SHA ILL NOT BE CONSIDERED PALE BROWN FINE TO COARSE SAND WITH 10-20% GRAVEL SW TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- 17• TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 1931 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY FOR J�Q GEORGE LIKOKAS PAGE 1 OF 2" SITUATE EAST MARION TOWN OF SOUTHOLD LOT ° 250 SUFFOLK COUNTY-, NEW YORK q60.3B . S.C. TAX No. 1000-31 —03-10 t '• 1 SET 1100D 25.5 VACANT STAKE SCALE 1"=30' AUGUST 29, 2007 pY - JANUARY 29, 2013 ADD PROPOSED HOUSE 42 "ovcv' APRIL 15, 2014 ADD ELEVATIONS -7(� �+ MAY 13, 2014 ADD EXISTING SANITARY SYSTEM TO BE REMOVED N I ✓o ��EST HOE ! JUNE 8, 2014 ADD STORMWATER NOTES SILT FENGE �— J JUNE 26, 2014 REVISED FRONT PORCH N B c AREA = 20,120 sq. ft. PROPGSG�p(zING LIMIT`S PII� %G t� m NOTES: 0.462 ac. p,LON lzk1 Y 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM 7 I <.::::::::.r __ Q0 C1 o r� c o� EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 -) t 27.2 -`.` !I W so o v lJ y z 2. MINIMUM SEPTIC.TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. :.2� ;:'.`"gCRQG. 011I 0' ��� c^ �G' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP AO o p 0- 3. MINIMUM LEACHING SYSTEM FOR 3.BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ,V 0 STEM Z PLO GN n� s� v s� rn 1 POOL; 12' DEEP, 8' dia. CT 88• rTil I l::_:: :::::10:::g ::RElA9vE. .::.. I 0� SpN1tp0 W U\ n ➢x Tn I :: o:;;::;::;:::;. P t�NG Move fit^ PROPOSED EXPANSION POOL v Cp z rn� x I ;_.:... ;;:a::. �.,..,.. ` �x150Ev1a�/3 uA f11U�— 7- ��"'ac� d PROPOSED LEACHING POOL O �_pROPOSED—� i. STOCKPILE z 1`,` : ::.. 501E �Z� tss: :::. aY: i J L n rt1 O rn t;,�::..:..: PROPOSED SEPTIC TANK L �713 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 r�<�N II ,. <, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LOT ({71 r I! eets?Goyg::: 41 5. LOT NUMBERS SHOWN THUS: LOT 1& REFER TO FEN 03-Z rn II!! T .....................::.::.g.�:. v� MAP OF STARS MANOR GE my :::::::: : :' FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 4W m zd➢r II! t"' I I • c� ON SEPTEMBER 19, 1963 AS FILE No. 3864 MON 2 6. LOT NUMBERS SHOWN.THUS: LOT 39 REFER TO �y a:.......I Z SUBDIVISION MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. 0 d(� 28.9;_,-3 PG6 A �� 26.6 FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 01 EXjS10E a 55 M via �� 27 a 0 �2� 7. OEXIST EXISTING SANITARY SYSTEM TO o BE PUMPEDCLEAN AND REMOVED. I / N — 0� 0 DRAINAGE SYSTEM CALCULATIONS: N FENCE I 1\ \ N ��z y 00 O7'N. o 0 11 , u? u\ \ ROOF AREA: 1,751 sq. ft. G r 0 r„ .,, - ZC•'�o 119 63 -LP "G a 1,751 sq. ft. X 0.17 = .298 cu. ft. �p c� 80 61 LO c� 298 cu. ft. 42.2 = 7.1 vertical ft. of 8' dia. leachingpool required WOOD z FENGE 0 1g DEE SET STAKE OF POST & WIRE a 2 180. D u?o, PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS P q 31.5 REMAINS rv/0/F ENCE 95 PANANIS PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: 2.1'E. 50 W i pETER NANIS r� 3.2'S. S 83" 1 S pA DRIVEWAY AREA: 900 sq. ft. A VASILIKI y 900 sq. ft. X 0.17 = 153 cu. ft. " N/O1FOKAS pWELL�GWATER X�3 153 cu. ft. / 42.2 ='3.6 vertical ft. of 8' dia. leaching pool required HELES LIK us PUB a_o PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL -. N�0 F cv s- LOCKRIDGE pWELL1NG TER p r' PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: • DOROTHY E. puBuc wA �o, DWELLING USES PREPARED IN' ORQJGEs TH INIMUM 'Z �� STANDARD 0 51IFt'VE1 !rESTA�Cl$HED USE PUBLIC WATER BY THE A���.APP-ROOSWI)AgOP1� FOR CH L'aY�TH N.Eyf..01tKTA�Fs fAt� TITLE A$SDer • t°iie` TEST HOLE DATA (i _ (TEST HOLE DUG BY McDONALO GEOSCIENCE ON SEPTEMBER 20, 2013) N1Y.S. U.I. No. 50467 BROWN SILTY SAND WITH 10% GRAVEL SM o UNAUTHORIZED ALTERATION OR ADDITION .. ..d' 4, SECTION 7209 OF THE NEW YORK STATE TO THIS SURVEY IS A VIOLATION OF ■athfAa r�C ••Y ,, •' ■ w'n 'll EDUCATION LAW. N COPIES OF THIS SURVEY MAP NOT BEARING (�"�'� THE LAND SURVEYOR'S INKED SEAL OR `, ��. EMBOSSED SEAL SHALL NOT BE CONSIDERED Land -�- j e Y Of PALE BROWN FINE TO COARSE SAND WITH 10-20% GRAVEL SW TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- 17' TUTION."CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box f Jamesport, New York 11947 Jamesport, New York 11947 SURVEY FOR GEORGE LIKOKAS SITUATE EAST MARION TOWN OF SOUTHOLD LOT& SUFFOLK COUNTY, NEW YORK 60.3aET WOOD S.C. TAX No. 1000-31 -03-10 STAKE SCALE 1"=30' AUGUST 29, 2007 C JANUARY 29, 2013 ADD PROPOSED HOUSE 42, A O L APRIL 15. 2014 ADD ELEVATIONS 4 MAY 13, 2014 ADD EXISTING SANITARY SYSTEM TO BE REMOVED N 7 9' I� ' JUNE 8, 2014 ADD STORMWATER NOTES REVISED FRONT ORCH LO �) 1 SEPTEMBER'140120114 FOUNDATION LOCATION 46/ 1 CEL GE 53 a, I AREA = 20,120 sq. ft. N1RpN l4 E �5i 0.462 ac. o Z o s, 0 1 'o_ a+ `L o 0 80 $� NOTES: ILTI z n 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM m -A EXISTING ELEVATIONS ARE SHOWN THUS: o- 2� 2. LOT NUMBERS SHOWN THUS: LOT 1L REFER TO MAP OF STARS MANOR G a- J FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY LL y lid N ON SEPTEMBER 19, 1963 AS FILE No. 3864 25 6� 3. LOT NUMBERS SHOWN THUS: LOT 39 REFER TO SUBDIVISION MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. Z '- FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY LOT �. ON JULY 13, 1984 AS FILE No. 7755 O- pR 09( FENCE p1� FOUND p COO C MON• N o T 2 O N A� y m FENCE �T 0.7'N. o U? \ 2"7 Q Ei3� `. 0 SET WOOD & WIRE FENCE p o a • f STAKE Z 180.15' DEED W to �^o� J REMAINS OF POST �Zo O; ENCE 1 Q 50„ W o N%p NANIS SEP 18 2014 3.2 S. 2.10E. BY 1 U z PETER S VASILIKI PANANI5.N10 y N/0/F, E HEL N LIKO S ",o BLDG.SOUTH LOCKRIDG s TOWN OF SOUTHOLD D0R0TH�' E. PREPA 51)'1 COR WITH THE MINIMUM ST DS F,O d1 ��5UR s AS ESTABLISHED / \1/ FOR fAOPTED I AN�'[SP�P 2�O LVYOR STATE LAND FOR'�S�U�Cta�y�iSC 8Y�7 �N)=SYP®rp� 1-0 t' .Y.S. Lic. No. 50467 O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72 OF THE NEW YORK STATE EDUCATION LA Nat orwin III EDUCATION LAW. .( COPIES OF THIS SURVEY MAP NOT BEARING - A \Y THE LAND SURVEYOR'S INKED SEAL L a _ v e y o r EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 1931 Jamesport, New York 11947 Jamesport, New York 11947 YSTEM TIE MEASUREMENTS SURVEY FOR HOUSE HOUSE GEORGE LIKOKAS s� CORNER CORNER SITUATE 2 SEPTIC TANK COVER 48' 22.5' EAST MARION LEACHING POOL 61 34' TOWN OF SOUTHOLD COVER SUFFOLK COUNTY, NEW YORK LOT 160.3B SET WOOD �� -- S.C. TAX No. 1000-31 -03-10 STAKE SCALE 1"=30' AUGUST 29, 2007 JAN9, A^ 4 o I CEP p0°L • D ��1 0 MAY 13, 2014UADD EXISTING 3SANITARY SYSTEM ADD PROPOSED HOUSE BE REMOVED �i-L „ °N\NG ��7VLL77 111��� APRIL 15, 2014 ADD ELEVATIONS JUNE 8, 2014 ADD STORMWATER NOTES N 3 i JUNE 26. 2014 REVISED FRONTPORCH N °UND 1N Aai J Pg°JpPNE T�K CEEN E �� SEpT1C (� SEPTEMBER 14, 2014 FOUNDATION LOCATION MAY 19, 2015 FINAL SURVEY p(t° ENTRP 1 TpNK AREA = 20,120 sq. ft. 01 JUN 2 0 20t? 0.462 CO. 19 ;. r Z CN100M Za J ,�• H su ING DEFT. LAooF °stE s J �� � OF SOU MOLD' N 17 °0 5 N v1°pD W 9c : LP O / 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM 00 n�0 WwPTER4INE y EXISTING ELEVATIONS ARE SHOWN THUS: N. 2. LOT NUMBERS SHOWN THUS: LOT 1Q REFER TO E O T \go 1� MAP OF STARS MANOR v v NE pR1� FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY SEPS ��� 2� ST° DRP1N�. ON SEPTEMBER 19, 1963 AS FILE No. 3864 26 Tn °FyP(E 3. LOT NUMBERS SHOWN THUS: LOT 39 REFER TO �J SUBDIVISION MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. LOT 1� FILED THE cL 77 OF SUFFOLK COUNTY ON JJU Y 13, 11984 AS FILE No. 5 FENCE 25 F u ������� p.4 W m FOUND vo CONC• MON• u �p �� o '^ SUFF.CO. HEALTH SEF iC� FCNCF _ ,.. !-.t.;:;�>,�' ; ��;� OFFBCE flFASTEVIIRTtC y 00 0.7 N. o o e L \ i,;1: ;'-'' n.u: ':� :r{` t. O yG 180.63 JAN 3 p'20l'7` r � � FEN o00 �•�-aFQ�IRt._. WOOD PDST & WIRE y o 180.15' DEED IheC, SET STAKE OF c p y v'O, c:. 3.2'SFNCE 2.1 EMAINS '�J Ore W ? pETE/'P ANANIS e ., I.� !i; 1 e, .'s °1-I'7l+63Ciei�ies 8t tl�o 7td "`G6 =1z hMB Z 8 P ti S B3' 1 V SILIF:I 1Li. , : ..,.J•S,?'lC?.'C:."^.GCUif.i:+: �' �r..,rr�� i� F HELEflolF IN N L KOKAS as ,.,1,G Otis{,]e,4};} t' �i':at CJ":"Je;(4i1f�Oi;y� sDR®O��1�. j Y EO LoCKRIDGE Cp s. �,�. �� D pROTH `Jo. a1�tY,�i.Fti ga `J< / " OF p Office a��pr?,t�y,�,,,,,.�.q n PREPA - IN[ M 1 y V9BI�Q�d VV'"CdcJ l4�tiJGIIb�YL JI.'� BYE E L.___11A��6 f 6� E E SE \J _ FO SUCHTDN\E NEW Y D E AS -� o S. ic. No. 50467 To THIS SURVRIZEDEY ALTERATION VIOLATION ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION OF THE NEW YORK STATE Nathan �U r w i n III -EDUCATIONN LA LAW. ` COPIES OF THIS SURVEY MAP NOT BEARING \y THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY,-NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 1931 Jamesport, New York 11947 Jamesport, New York 11947 i S i LAVYQt%Stir . NEW YORK STATE DEPARTMENT OF;STATE DMSION OF BUILDING STANDARDS AND CODES One Commerce Plaza, 99 Washington Avenue Albany, NY 12231 WILDING ICED%IkTi�>1.r1NT Phone:(518)474-4073 Fax:(518)486-448Z v . _ STANDARD&AND.CODES Cal~ www.dos.nv.gov E=mail:info(a�dos.ny.gov NOTM OF APPROVAL This NOTICE OF .APPROVAL serves to inform the local 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 .Fees for Factory Man ufactured.,Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State .Uniform Fire Prevention and Building Code, as described herein: Manufacturer's.Name: Icon,Legacy CMH,LLC 246 Sand Hill Road Selinsgrove, PA 17870 Building Description: Detached One-and Two-Family Dwellings and Multiple.Single-Family Dwellings(Townhouses). Approval Number: M006-2013-090 Renewal of previously approved system M 006-08-066 Applicable Code: . Residential Code;of New York State 2010-(RCNYS) Expiration Date: September 22,2014 " Maximum Ground Snow Zone: Not-to exceed 120 PSF Seismic Design.Category: A„B, of C for Detached One-and Two-Fan Dwellings A:or'B for Multiple;Single-Family Dwellings(Townhouses) Basic Wind Speed' Less Than 110,mph Exposure Category: A, B, or C DOS.Contact Person: Gerard A. Hathaway Additional Conditions: None. Approval Date: October 16, 2013 Ronald Piester,AIA Director Building Standards-and Codes Division' A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should'not require-a DOS seal provided the registered design professional.references the approval number and certifies that the plans and specifications conform to the-plans and specifications approved by and on file with the DOS. The approval identified above is limited to all construction that takes place in thefactory. Site related work including installation and connection"of the building and/or components,foundations,mechanical connections, staiirs,decks, etc. is'the responsibility of the Code:Enforcement Official. The presence of the insignia.of'approval shall',be presumptive evidence that the factory manufactured home"or component complies with.the provisions of the RCNYS. If the,code,enforcement official believes that any factory manufactured component is in"violation of one,or more provisions of"the:RMS, he/she should coritact the DOS for furthei review and/or determination. NEAV YORK STATE NEW YORK STATE DEPARTMENT OF STATE Division of Building Standards and Codes One Commerce Plaza, 99 Washington Avenue Albany, NY 12231C:n l�C['ART�U11~NT Phone:(518)474-4073 Fax: (518)486-4487 OF SEE ww,.dos.ny.c7ov E-mail: info(a)dos.ny.00v STANDARDS AND CODES i. NOTICE OF APPROVAL This notice serves to inform the Ioca[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 Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or.components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: i Manufacturers Name: Icon Legacy CMH, LLC 246 Sand Hill Road Selinsgrove, PA 17870 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) Approval Number: M006-2014-075 System Approval Applicable Coder Residential Code of New York State 2010 (RCNYS 2010) Expiration Date: July 17, 2016 Maximum Ground Snow Zone: 120 PSF Seismic Design Category: A, B, C, DO, D1 or D2 (Per 2010 RCNYS Section R602.10 Wall Bracing) Basic Wind Speed: 120 MPH (3 Sec. Gust) Exposure Category: A, B, or C DOS Contact Person: Don Thomas Jr., AIA Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." Approval Date: July 17, 2014 Ronald Piester, AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The following statement may be used to provide this certification: "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 17,2014 under systems number M006-2014-075" The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks; etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be.presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/off determination. A a STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES I GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE July 17,2014 C Mr. Robert Wilkinson • Icon Legacy CMH, LLC 246 Sand Hill Road Selinsgrove, PA 17870 RE: M006-2014-075 SYSTEM APPROVAL(Replacing Previously Approved System#M006-08-066) In reference to your written application for Renewal and Modification of previously approved system#M006-08- 066 received July 15, 2014, to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses),System of Models designated M055-2014-045 is hereby approved to allow such construction in compliance with the Residential Code of New York State 2010 (RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until July 17,2016 unless sooner revoked;"and is subject to renewal at that time. The conditions of this Systems Approval also include the following: Manufacturers Name: Icon Legacy CMH 246 Sand Hill Road Selinsgrove, PA 17870 Maximum Ground Snow Zone: 120 PSF Seismic.Design Category: A, B, C, DO, D1 or D2(Per 2010 RCNYS Section R602.10 Wall Bracing) Basic Wind Speed: 120 MPH (3 Sec. Gust) Exposure Category: A, B, or C Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and approval number. 2. The Division will periodically request permit_ plan sets be submitted for individual review. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated:with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 17, 2014 under systems number M006-2014-075." 3. All trusses designed for use in Modular Buildings shall meet the requirements of the RCNYS 2010 and the design methodology associated with the ASCE 7-05 design standard. WWW.DOS.NY,GOV E—MAIL:.INFOG@DOSAY.GOV lighting, etc.) • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes • Potable water supply piping • HVAC equipment and duct sizing information Heat.loss calculations upon request I Miscellaneous Plans and,Details showing: • Non-typical details and design calculations for(prow roof, dormer framing, cantilever beams,wind columns,thrust beams, etc.) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting .or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. Enclosed with this letter are the approved plans and Notice of Approval. The Notice of Approval letter shall accompany all plans and specifications submitted as part of a permit application. This approval is subject to the condition that all construction is to be in conformance with the Residential Code of New York State 2010. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available at: http://www:dos.ny.gov/DCEA/pdf/InsigniaofApprovalOrderFormDOS 1962.pdf The fees required for this approval were: Plan Filing Fee $ 50.00 Plan Review Fee $4500.00 Total $4550.00 All fees have been paid. (The Modification review fee of$50/HR x 4 HRS=$200 has been offset by crediting Icon Legacy$200 for the last two months remaining in their Renewal period of the Old previously approved system#M006-08-066) Sincerely, Ronald Piester, AIA-Director Division of Building Standards and Codes Enclosures: One(1)stamped set of full size plans Notice of Approval cc: Richard Wenner, P.E., PFS Corporation,2877 Skatetown Road, Bloomsburg, PA 17815 File: M006-2014-075 SAL REScheck Software Version 4.5.0 Compliance Certificate WE Project LIKOKASFSf ', , Energy Code: 2010 New York Energy Conservation 1 Location: Suffolk County, New York Construction Type: Single-family �} Project Type: New Construction t Q775`� Conditioned Floor Area: 2,388 ft2 Q Glazing Area 17% OPI;G Climate Zone: 4 (5750 HDD) 05/13/14 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 326 HEWLETTE AVE. EAST END CONSTRUCTION ICON LEGACY CMH EAST PATCHOGUE, NY 11772 150 WATERVIEW DRIVE 246 SAND HILL RD SOUTHOLD, NY 11971 SELINSGROVE, PA 17870 Compliance: Passes using UA trade-off Compliance: 8.4%Better Than Code Maximum UA: 394 Your UA: 361 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. zing Assembly or R-Value R-Value . Door UA Perimeter U-Factor BEHIND KNEE WALLS: Flat Ceiling or Scissor Truss 842 38.0 0.0 0.030 25 BETWEEN KNEE WALLS: Flat Ceiling or Scissor Truss 352 27.0 0.0 0.038 13 Wall 1:Wood Frame, 16"o.c. 2,503 21.0 0.0 , 0.057 116 Window 1:Vinyl Frame:Double Pane with Low-E 364 0.350 127 Door 1: Solid 44 0.140 6 Door 2: Glass 43 0.250 11 Door 3: Glass 22 0.280 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,210 19.0 0.0 0.047 57 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ICON LEGACY CMH 5/9/14 Name-Title Signature Date Project Title: LIKOKAS Report date: 05/09/14 Data filename:\\Legacypdc\engi nee ring\RESCHECK\4600-4699\O#4676.rck Pagel of 7 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ,Section Pre-I nspection/Plan Review ,° Plans Verified F�eld`Verified Complies? Comments/Assumptions &Re ID Value Value 103.2 ;'Construction drawings and ❑Complies [PR1]1 )documentation sufficiently -Q1 ❑Does Not demonstrates energy code ❑Not Observable compliance for the building I envelope. , ❑Not Applicable 103.2, ;Construction drawings and '❑Complies ; 403.7 !documentation sufficiently ❑Does Not [PR3]1 ;demonstrates energy code ;compliance for lighting and ❑Not Observable mechanical systems. Systems ❑Not Applicable (serving multiple dwelling units ' 1 :must demonstrate compliance ! with the commercial code. _ 403.6 Heating and cooling equipment is; Heating: Heating: I❑Complies ; [PR2]2 sized per ACCA Manual S based Btu/hr I Btu/hr 1❑Does Not 1 on loads per ACCA Manual]or other approved methods. Cooling: Cooling: :[]Not Observable pp Btu/hr I Btu/hr 1❑Not Applicable 1 1 1 I I 1 t 3 1 I 1 I t I Additional Comments/Assumptions: 1 High Impact(Tier 1) :2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: LIKOKAS Report date: 05/09/14 Data filename: \\Legacypdc\engineering\RESCHECK\4600-4699\0#4676.rck Page 2 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy a 303.2.1 ;Exposed foundation insulation ;❑Complies [FO11]2 protection. UDoes Not ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. E]Complies [FO12]2 ;❑Does Not J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: LIKOKAS Report date: 05/09/14 Data filename: \\Legacypdc\engi need ng\RESCHECK\4600-4699\O#4676.rck Page 3 of 7 i Section, - Plans Verified' Field Verified' " # Framing/Rough-in In Complies? Comments/Assumptions & Req.ID, Value Value 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 "is listed and labeled as meeting "❑Does Not jAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code - ❑Not Applicable I limits. 402,4.5, < IC-rated recessed lighting fixtures T a '. . . . ��t. ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. ❑Not Observable _ ❑Not Applicable 403.2.1 ;Supply ducts in attics are I R- I R- !❑Complies I [FR12]1 ;insulated to R-8.All other ducts R R_ ;❑Does Not m unconditioned spaces or I !❑Not Observable (outside the building envelope are! ! I insulated to R-6. Not applicable if I ;❑Not Applicable jail systems are ductless. I I 403.2.2 ;All joints and seams of air ducts, ❑Complies ! [FR13]1 !air handlers,filter boxes,and ❑Does Not ! !building cavities used as return ;ducts are sealed. _ F -]Not Observable I I ! ❑Not Applicable 4012.3 Building cavities are not used as ❑Complies ! [FR15]3 )ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ! R- I R- I❑Complies ! [FR17]2 above 105°F or chilled fluids ! ;❑Does Not below 55°F are insulated to R-3. I ! :[-]Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- I❑Complies ! [FR18]z " pipes are insulated to R-2. ;❑Does Not :[-]Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies I [FR19]2 )installed on all outdoor air ,`_,� 0 ❑Does Not intakes and exhausts. []Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: LIKOKAS Report date: 05/09/14 Data filename: \\Legacypdc\engineering\RESCHECK\4600-4699\O#4676.rck Page 4 of 7 r J 2010 New ' York Insulation Inspection , Complies? Comments/Assumptions ` Energy 303.1 All installed insulation labeled or ;❑Complies [IN1312 z ''installed R-values provided. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LIKOKAS Report date: 05/09/14 Data filename: \\Legacypdc\engineering\RESCHECK\4600-4699\O#4676.rck Page 5 of 7 Section Plans Verified .Field Verified, # Finallnspection-Provisions Value Value Complies?,, Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ; ACH 50= ; ACH 50 ;❑Com°plies ° 402.4.2.1 (verified by blower door test result: :❑Does Not [F[17]1 of&It;7 ACH at 50 Pa.This . ;requirement may instead be met ; ,❑Not Observable ; ivia visual inspection, in which ;❑Not Applicable case verification may need to ;occur during Insulation ; 'Inspection. 402.4:3 Wood-burning fireplaces have ❑Complies ; [FI8]2 gasketed doors and outdoor _ ❑Does Not combustion air. r, ❑Not Observable ; ❑Not Applicable 403.2.2 Duct tightness via post- ; cfm ; cfm ;❑Complies ; [FI4]1 !construction with maximum ❑Does Not i U leakage of 8 cfm to outdoors,or; ❑Not Observable ;12 cfm across systems. For , :rough-in tests,verification may ; I❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems :and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ; °g ❑Not Applicable 403.1.2� <Heat pump thermostat installed El Complies ; [FI10]2 n Ion heat pumps. ❑Does Not , ' ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies ; [Fl11]2 systems have automatic or []Does Not ° accessible manual controls. ❑Not Observable ; ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies ; [FI12]3 , heaters for swimming pools. ( ❑Does Not i ❑Not Observable ❑Not Applicable 403.9.2- JTimer switches on pool heaters ❑Complies [FI19]3 ;and pumps are present. ❑Does Not [-]Not Observable ❑Not Applicable , .403.9.3 ;Heated swimming pools have a ❑Complies ; [F120]3 ;cover. Covers on pools heated ❑Does Not over 90°F are insulated to R-12. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; 11`I712 ❑Does Not , ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for t ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not }equipment have been provided. ❑Not Observable 141 ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: LIKOKAS Report date: 05/09/14 Data filename:\\Legacypdc\engineering\RESCHECK\4600-4699\O#4676.rck Page 6 of 7 e � I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LIKOKAS Report date: 05/09/14 Data filename: \\Legacypdc\engineering\RESCHECK\4600-4699\O#4676.rck Page 7 of 7 y 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Valuo Wall 21.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&D.. Window 0.35 Door 0.14 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments HIGH WIND CALCULATIONS: FOR ICON - LEGACY CUSTOM. MODULAR HOMES., LLC SELINSGRQVE,TA O#4676: 12Q-Wil WIND.EXP:OSURE, G NEW YORK tu 0_787 5l 05/13/14 PREPARED BY: BARLOW ENGINEERING;P.C. 6512 SIX FORKS,RD,SUITE 205, B RALEIGH,Nc 27615 140303, 1 ICnN-LEGACY:CUSTOM MODULAR FIOMES, INDEX. NARRATIVE P3 SECTION I P4-63° HIGH WIND CALCULATIONS SECTION 2 WIND 05.CALCULATIONS P64771. (FOR ADDITIONAL LOAD$ONLY).' SECTION 3 P7249 HAND;CALCULA:TIONS SECTION 4 P84"81 ALTERNATE.CONNECTIONS o � . O 0 < . 05/13/14 140303 2 NARRATIVE 140303 0179nec2014 LEGACY 0#4676 ' Two Story With Attached Garage House Dimensions:27.5' x 44.0' House Roof Slope:7/12 Garage Dimensions:25.0' x 24.0' Garage Roof Slope(Shed Roof): 3.875/12& 12/12 Wind Speed: 120 MPH Exposure C New York DENNIS HILTON Manufacturer's drawings indicate that the structure will be placed over a crawl space and supported by masonry or concrete perimeter foundation walls. Distance from finished grade to top of house roof ridge is shown on the drawings as 27'-9 3/a". The mean roof height(MRH)of the house is calculated accordingly. The same MRH is used for the Garage(conservative). The overall structure is modeled as two separate structures. The house structure is modeled as a 27.5' x 44.0' rectangle with 7/12 double-pitched roof full length. The garage structure is modeled as a 25.0' x 24.0' rectangle with 3.875/12 double-pitched roof full length. The resulting gable endwall profile is such that no additional loads are needed to account for the dormer on the side of the roof with 12/12 slope. Wind 05 wind pressures are used to calculate additional wind loads on a reversed gable roof section and the front porch roof.These loads are added to the loads of appropriate house sidewalls. Shear forces calculated at(garage)G1EW#2 and G2EW#1 are added to those of(house) 1EW#1 and 2EW#1 respectively. Truss calculations are used to determine house sidewall uplift forces and design house hold-down connections. Minimum 20 gauge straps are specified in accordance with State of New York requirements. It is assumed that the foundation system will be designed to resist loads imposed by the modular structures. 3 ƒo§& 7 cUTOMkaD&LRo s . � k6Ci. IRGH WIND CALCULATIONS � �&� «� • �. yz _ , !\ »`\\ . ;: c \ < . . ! � ,A\y . \l/ 787 1 © t � OC4A� 140303 4 1 ; SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) S`O��PVV Zod aya 0 Iy,* k eNDyq<C ,yt FAO 0. "'Zoo R FN L BUILDING INFORMATION: :..:::..:...::....::: :HOUSE JOB NUMBER= 140303 PLAN NAME/NUMBER= LEGACY OR4676 FIRST FLOOR WIDTH(W1)= 27.5 It SECOND FLOOR WIDTH(W2)= 27.5 It FIRST FLOOR LENGTH(L1)= 44 R SECOND FLOOR LENGTH(L2)= 44 It ROOF SPAN= 27.5 fl TRUSS SPACING(TOC)= 161n STUD SPACING(SOC)= 16 In WIND SPEED(V3S)= 120mph EXPOSURE FACTOR= C MEAN ROOF HEIGHT ADJUSTMENT FACTOR(CMRH)= 1.296 WALL HEIGHT ADJUSTMENT FACTOR(CWH)= H I B= 1.000 SHEARWALLSUMMARY: ::,..;::.:::.:::..:: .:"•. : ;:>:.::::.. .::::,:.:,;.,....:;,;.....::::.,...._...:....,,,...:,:... .. SHEATHING FASTENING MUST USE THE MORE RESTRICTIVE FASTENING OF THAT SPECIFIED FOR SHEARWALL SHEATHING FASTENING AND SHEATHING SUCTION FASTENING "8d"AND"8d COMMON"DENOTE 0.131"x 2.5"NAIL FIRST FLOOR ENDWALL#1:7I16'OSB EXTERIOR(BLOCKED)wl1/2'GWB INTERIOR KITCHEN/BATH 1 END WITH 8d COMMON NAILS SPACED AT 2"EDGE SEGMENTED SHEARWALL WI DOUBLE FRAMING AT PANEL EDGES&BOTTOM PLATE FIRST FLOOR ENDWALL#2:7/16'OSB EXTERIOR(BLOCKED)w/1/2-GWB INTERIOR LIVING ROOM/FAMILY ROOM END WITH ad COMMON NAILS SPACED AT 2"EDGE SEGMENTED SHEARWALL wl DOUBLE FRAMING AT PANEL EDGES&BOTTOM PLATE FIRST FLOOR SIDEWALL#1:7/16'OSB EXTERIOR(BLOCKED)wl 112'GWB INTERIOR DINING l KITCHEN SIDE WITH 8d COMMON NAILS SPACED AT 6"EDGE FIRST FLOOR SIDEWALL#2:7/16"OSB EXTERIOR(BLOCKED)wl 112"GWB INTERIOR LIVING ROOM SIDE WITH 8d COMMON NAILS SPACED AT 3"EDGE SECOND FLOOR ENDWALL#1:7/16"OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR FLEX ROOM END WITH ad COMMON NAILS SPACED AT 6"EDGE SECOND FLOOR ENDWALL#2:7116"OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SR 21 BR 3 END WITH ad COMMON NAILS SPACED AT 6"EDGE SECOND FLOOR SIDEWALL#1:7/16'OSB EXTERIOR(BLOCKED)wl 1/2'GWB INTERIOR FLEX ROOM/SR 3 SIDE WITH ad COMMON NAILS SPACED AT 6"EDGE SECOND FLOOR SIDEWALL 42:7116'OSB EXTERIOR(BLOCKED)wl 112'GWB INTERIOR FLEX ROOM I SR 2 SIDE WITH 8d COMMON NAILS SPACED AT 6"EDGE PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203•B Page 1 of 29 RALEIGH,NC 27615 5/5/2014 P:@01411403031ShearcaiclLEGACY 2-STORY HOUSE SHEARWALL-2001 W FCM&ASCE-7-05As SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) [SHEATHING SUMMARY: ROOF SHEATHING:7/16'OSB(UN-BLOCKED)wl Bd NAILING @ 6'112" CEILING SHEATHING: 1/2*GWB(UN-BLOCKED)w/FASTENERS @ 7'17' FLOOR SHEATHING:19/32'MIN.OSB(UN-BLOCKED)w/8d NAILING@ 6712' SHEATHING SUCTION FASTENING: FOR ROOF ZONE 1:USE 0.131'x 2.6'COMMON NAIL(FACE NAILED)AT 12 In D.C. FOR ROOF ZONE 2:USE 0.131'X 2.5'COMMON NAIL(FACE NAILED)AT 9 In D.C. FOR ROOF ZONE 3(CORNER):USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 7 In D.C. FOR ROOF ZONE 30H(CORNER OVERHANG):USE 0.131*x 2.5"COMMON NAIL(FACE NAILED)AT 5 In D.C. FOR WALL ZONE 4:USE 0.131*x 2.5"COMMON NAIL(FACE NAILED)AT 12 In o.c. FOR WALL ZONE 5:USE 0.1131"x 2.5'COMMON NAIL(FACE NAILED)AT 12 In D.C. EDGE DIMENSION,Z= 3 ft ICONNECTION SUMMARY: CONNECTIONS TO BE-AS SPECIFIED OR EQUIVALENT UPLIFT.CONNECT.0 REQUIRED TRUSS TIE DOWN;USE A USP RTS EACH TRUSS OR CONNECTION To WITHSTAND AN UPLIFT FORCE OF 444 lbs end FLOOR STUD TO TOP PLATE/CEILING BAND:USE A 1.5'x 20 go.STRAP EACH STUD WITH(4)8d NAIL(S)EACH END OR WITH(10)le go.STAPLE(S)EACH END OR CONNECTION To WITHSTAND AN UPLIFT FORCE OF 444 lbs 2nd FLOOR STUD TO FLOOR BAND:USE A 1.5"x 20 go.STRAP EACH STUD WITH(4)8d NAIL(S)EACH END OR WITH(10)16 go.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 368 lbs 2nd FLOOR BAND TO 1st CEILING BAND:USE A 1.5"x 20 go.STRAP EACH STUD WITH(4)8d NAIL(S)EACH END OR WITH(10)16 go.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 368 lbs Ist FLOOR STUD TO CEILING BAND:USE A 1.5*x 20 go.STRAP EACH STUD WITH(4)8d NAIL(S)EACH END OR WITH(10)16 go.STAPLES)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 313 lbs Ist FLOOR STUD TO FLOOR BAND:USE A 1.5'x 20 go.STRAP EACH STUD WITH(4)Eld NAIL(S)EACH END OR WITH(10)16 go.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 237 lbs FLOOR BAND To SILL PLATE CONNECTION:USE A 1.5"x 20 go.STRAP WITH(7)Bd NAIL(S)EACH END OR WITH(18)16 go.STAPLE(S)EACH END WRAPPED AROUND THE SILL PLATE AT EACH ANCHOR BOLT LOCATION(72 In.ax,max) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 822 lbs AT THAT SPACING ........... WERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION:USE(1)0.131"x 2,5"COMMON NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION:ATTACH WITH 0.1 31'x 2.5"COMMON NAIL(FACE NAILED)AT 7"ON CENTER PLATE TO STUD CONNECTION:USE(2)0.162'x 3.5"COMMON NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION:ATTACH WITH 0,131*x 2,5'COMMON NAIL(FACE NAILED)AT 7"ON CENTER TOP PLATE TOP PLATE SPLICES SHALL BE MINIMUM OF 2 ftw/(2)ROWS 16d(0.162'x 3.5"COMMON NAIL(FACE NAILED))3"ox OR MINIMUM OF 8 ftw/(2)ROWS 16d(0.162-X 3.5'COMMON NAIL(FACE NAILED))12"ox PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 2 of 29 RALEIGH,NC 27615 5/5 PA20I411403031S1o0twl&EGACY 2-STORY HOUSE SHEMWALL-2001WFCM 5ASCE-7-05J15 0014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) HORIZONTAL FLOOR DIAPHRAGM CONTINUITY:-:... SECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) USE A MIN.OF(8)1l2"DIA.THRU BOLTS AT EQUAL SPACING MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) USE A 1.5'x 20 ga.STRAP WITH(5)Bd NAIL(S)EACH END OR WITH(11)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 5121bs FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) USE A MIN.OF(8)1/2"D(A.THRU BOLTS AT EQUAL SPACING MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) USE A 1.5"x 20 ga.STRAP WITH(4)8d NAIL(S)EACH END OR WITH(8)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 3841bs SHEAR CONNECTIONS :...: .:......:.�-....:.._ ,..,.....,..,:.:::.: ...._,... ..._:. SECOND FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF lid NAILS AT 2'O.C. (AND SHEATHING TO TRUSS BOTTOM CHORD)OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 398 pif UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF 6d NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 39B pif ALTERNATE:FASTEN SHEATHING TO BAND WITH 1'WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 8d NAILS AT 6'O.C. TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION:USE 0.162'x 3.5'COMMON NAIL(TOENAILED)@ 6'ON CENTER OR USE(1)USP MP4F PLATE @ 22-ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 74061bs BANDS TO BANDS&BOTTOM/TOP PLATE CONNECTION:USE 0.162"x 3.5'COMMON NAIL(TOENAILED)AT 3'ON CENTER OR USE(1)USP MP4F PLATE @ 12'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 136541bs SECOND FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 4"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 240 pif UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 4"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 240 pif ALTERNATE:FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 2D0 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 8d NAILS AT 6-O.C. BANDS TO BANDS&BOTTOM I TOP PLATE CONNECTION:USE 0.162'x 3.5'COMMON NAIL(TOENAILED)@ 14"ON CENTER OR USE(1)USP MP4F PLATE @ 52-ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 65681bs PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203-B page 3 of 29 RALEIGH,NC 27615 5/5?014 PA20i4L14C3031Shea wkiLEGACY 2STORY HOUSE SHEARWALL-2001WFCM&ASCE-7-05AEa r l SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 2 ROW(S)OF Sd NAILS AT 2"O.C, OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 847 PH UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 2 ROW(S)OF ad NAILS AT 2"O.C, OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 847 p0 NOTE:PLACE ROWS OF NAILS MIN.3'APART VERTICALLY ALTERNATE:FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 8d NAILS AT 6'O.C. RIMBAND TO SILL PLATE CONNECTION:USE 0.162'x 3.5'COMMON NAIL(TOENAILED)@ 2'ON CENTER OR USE(1)USP MP4F PLATE @ 7'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 231041bs SILL PLATE TO FOUNDATION CONNECTION:USE 1/2'ANCHOR BOLTS @ 13'O.0 OR USE 5/W ANCHOR BOLTS @ 18'O,C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 23104 Ibs FIRST FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 3'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 702 pif UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 2 ROW(S)OF Ed NAILS AT 3"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 702 pif NOTE:PLACE ROWS OF NAILS MIN.3'APART VERTICALLY ALTERNATE:FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF Sd NAILS AT 6'O.C. RIMBAND TO SILL PLATE CONNECTION:USE 0.162'x 3.5"COMMON NAIL(TOENAILED)@ 10"ON CENTER OR USE(1)USP MP4F PLATE @ 35'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 81951bs SILL PLATE TO FOUNDATION CONNECTION:USE 1/2'ANCHOR BOLTS @ 72'O.0 OR USE 5/8'ANCHOR BOLTS @ 72'O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 81051bs HOLDDOWNCONNECTIONS SECOND FLOOR CORNER HOLODOWN:USE A USP RS100 STRAP WITH(12)ad NAIL(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 1273 Ibs SECOND FLOOR CORNER STUD CONNECTION:FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 15"ON CENTER OR USE(11.)1/4'DIA.LAG SCREWS FIRST FLOOR CORNER HOLDDOWN:USE A(2)USP STADI4RJ AT EACH BUILDING CORNER OR EQUAL [MIN.HOLD-DOWN SPACING=2 x ANCHOR EMBEDMENT] OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 6581 Ibs SEE ALSO HAND CALCULATIONS AND HOLD-DOWN PLAN FIRST FLOOR CORNER STUD CONNECTION:FASTEN CORNER STUDS 2 ROWS OF 18d COMMON NAILS @ 4'ON CENTER OR USE(16)1/2'DIA.LAG SCREWS APPLICABILITY LIMITATIONS MEAN ROOF HEIGHT MRH = 23.80 It PER HAND CALCULATIONS NUMBER OF STORIES= 2 FIRST FLOOR WIDTH(W7)= 27.5It SECOND FLOOR WIDTH(W2)= 27.5 It FIRST FLOOR LENGTH(L1)= 44 it SECOND FLOOR LENGTH(1-2)= 44 It BUILDING ASPECT RATIO(LW)= 1.60 FLOOR JOIST DEPTH= 9.25 In MAX.VERTICAL FLOOR OFFSET= 0 In FLOOR ASPECT RATIO(LAN)= 1.60 MAX.FLOOR DIAPHRAGM OPENING WIDTH= 9 It MAX.FLOOR DIAPHRAGM OPENING LENGTH= 7.OB3$ FIRST FLOOR HEIGHT(Hi)= 8 H SECOND FLOOR HEIGHT(H2)= 8It CEILING ASPECT RATIO(LAN)= 1.60 MIN.SHEARWALL SEGMENT(H/3.5)= 2.29 It ROOF PITCH= 7/12 DESIGN MEETS LIMITATIONS OF THE WFCM METHODOLOGY PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 4 Of 29 RALEIGH,NC 27615 5/51,�014 P.V0141NO3D3%Sh.sr.IdLEGACY 2-STORY HOUSE SHEARWALL-2001 W FCI,18 ASCE-7-05bs tS SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS UPLIFT STRENGTH: SHEAR STRENGTH: USP RT4 U= 345 Ibs F2= 180 Ibs USP FITS U= 450 Ibs F2= 225 Ibs USP RT16A U= 1160 Ibs F2= 545 Ibs 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 100 psi(END-GRAIN) 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 200 psi(FACE) FLAT STRAPS FASTENERS:6d NAIL 16 ga.STAPLE 1:5'x 26 ga.STRAP Z= 405 Ibs Z= 76.7 49.9 Ibs 1.5'x 22 ga.STRAP Z= 810 Ibs Z= 127.2 4B.6 Ibs 1.5'x 20 ga.STRAP Z= 973 Ibs Z= 127.3 48.3 Ibs USP RS100 STRAP Z= 1430lbs Z= 110 N/Albs USP IRS 160 STRAP Z= 1795 Ibs Z= 112 NIA Ibs HOLDDOWNS w/1 112"EDGE DISTANCE MINIMUM 8"STEM WALL ASSUME 3000 psi Fc CONCRETE USPLSTAD8RJ Z= 2225lbs USPSTAD10RJ Z= 3270lbs USPSTAD14RJ Z= 4960lbs (2)USP STAD14RJ Z= 9920 Ibs 112'DIA.LAG SCREW Z= 560 Ibs 1/2'DIA.THRU BOLT Z= 623 Ibs 112"ANCHOR BOLT Z= 1056 Ibs 5/8'ANCHOR BOLT Z= 14881bs 1/4"DIA.LAG SCREW Z= 224 Ibs 0,131"x 2.5'COMMON NAIL(FACE NAILED) Z= 100 Ibs 0.131'x 2.5'COMMON NAIL(TOENAILED) Z= 83 Ibs 0.131'x 2.5'COMMON NAIL(ENDNAILED) Z= 67 Ibs 0.162'x 3.5'COMMON NAIL(TOENAILED) Z= 158 Ibs . 0.162'x 3.5'COMMON NAIL(FACE NAILED) Z= 191 Ibs 0.162'x 3.5'COMMON NAIL(ENDNAILED) Z= 12B Ibs 8d COMMON NAIL(FACE NAILED).7/16'SIDE MEMBER Z= 95 Ibs 0.1311x 2.5'COMMON NAIL(FACE NAILED) Z= 69 Ibs(2110'SIDE;WITHDRAWAL) (1)USP MP4F PLATE Z= 555 Ibs 112-GWB(UN-BLOCKED)w/FASTENERS @ 777' Z= 70 pif 7/16'OSB(UN-BLOCKED)wl8d NAILING @ 6.112' Z= 296 pif 7/16-OSB(BLOCKED)w/8d NAILING Q 6.112- Z= 328 plf 19/32'MIN.OSS(UN-BLOCKED)w/8d NAILING QG 6.112" Z= 309 pif 19/32'MIN,OSB(BLOCKED)w/8d NAILING @ 6.112' Z= 347 pif 7/16"OSB(BLOCKED)wl Bd NAILING Q 6.112-&4'G.C.Q PERIMETER Z= 437 pif 19/32-OSB(BLOCKED)w/Bd NAILING Q 6'/12'&4'o.c.QG PERIMETER Z= 461 plf 19/32'OSB(BLOCKED)w190 NAILING 04'112'&2 IW cm.0 PERIMETER,DOUBLE FRAMING Z= 694 pif NOTE:SIMPSON CONNECTORS&FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME DF/SP VALUES PREPARED BY: HARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 203.8 Page 5 of 29 RALEIGH,NC 27616 5/5/2014 P.12014114030315 wrolckLEGACY 2-STORY HOUSE SHEARWALL-2001WFCM&ASCE-7-05Jd5 9 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFC M) I DESIGN UPLIFTLOADS ROOF&CEILING ASSEMBLY DEAD LOAD= 15 psf WALL DEAD LOAD(WDL)= 12 psf FLOOR DEAD LOAD(FDL)= 10 PSI ROOF SPAN(RS)= 27.5 ft TRUSS SPACING(TOC)= 16 In STUD SPACING(SOC)= le In FIRST FLOORHEIGHT(H1)= 8 It SECOND FLOOR HEIGHT(1-12)= It UPLIFT CONNECTION LOAD: PER TABLE 2.2A,2001 WFCM AT 16'(mip')= 435 pif wup= wup"CMRH-0.6 ROL*RS 14 wup= 435 plf'1.296-0.6 1 15 psf 27.5 It 4= 502 pif (per truss&hand calcs)wup= 333 plf REQUIRED TRUSS TIE DOWN: P,=wp'TOO P.,=333 pIV 16 In 12 P„P= 444 Ibs USE A USP RTS EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 444 lba REQUIRED SIDEWALL STUD TIE DOWN LOADING: 2nd FLOOR STUD TO TOP PLATE/CEILING BAND: P"P=Wy,*SOC= 333*16112= 444 lbs 2nd FLOOR STUD 70 FLOOR BAND: p2fb=P,-0.6-WOL-H2-SOC= P2D=444lbs-0.6'12psf'8ft•16In/12= 366 lbs 2nd FLOOR BAND TO 1st CEILING BAND: P211.= P2M= 368 lbs 1st FLOOR STUD TO CEILING BAND: Plb=P21b-0.6'FOL*W2/4,SOO= Pl,b=368 lbs-0.6'10 psf'27.5 ft 14'16 In 112 P1tb= 313 lbs 1st FLOOR STUD TO FLOOR BAND: Pjrs=Pib-0.6'WDL*H, SOC= P,=313 Ibs-0.6112 psf•8 It*16 In 112 237 lbs CHECK FASTENERS: 8d NAIL Z= 127.3 lbs 444 lbs 127.3 lbs/FASTENER= 3.49 FASTENERS USE(4)Bd NAIL(S)EACH END 16ga.STAPLE Z= 48.3 lbs 444 lbs/48.3 lbs I FASTENER= 9.19 FASTENERS USE(10)16 ga.STAPLE(S)EACH END USE A 1.6"x 20 ga.STRAP EACH STUD WITH(4)Ild NAIL(S)EACH END OR WITH(10)15 ga,STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 444 Ibs, PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 6 of 29 RALEIGH,NC 27615 5/JIFO 14 P.%201A140303%Shea IdLFGAGY 2-STORY HOUSE SHEARWALL-2001 WFCM&ASCE-7-DS-Ai SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) SIDEWALL 1st FLOOR BAND TO SILL PLATE CONNECTION: SIDEWALL UPLIFTAT SILL PLATE: w,o=P,ro I SOC-0.6'FDL•W1 l4= W.=237lbs'12/161n-0.6'10psf'27.5ft/4= ww= 137 plf CHECK STRAP AT ANCHOR BOLT LOCATIONS: 112'ANCHOR BOLT SPACING(BOC)= 72 In P,a w,p•BOC=137 pill 72= 822 lbs CHECK FASTENERS: BdNAIL Z= 127.3lbs 8221bs 1127.3 Ibs I FASTENER= 6.46 FASTENERS USE(7)8d NAIL(S)EACH END 18 ge.STAPLE Z= 48.3 Ibs 822 Ibs 148.3 Ibs/FASTENER= 17.02 FASTENERS USE(18)16 ga,STAPLE(S)EACH END USE A 1.5"x 20 ge.STRAP WITH(7)Bd NAIL(S)EACH END OR WITH(18)16 ga.STAPLE(S)EACH END WRAPPED AROUND THE SILL PLATE AT EACH ANCHOR BOLT LOCATION(72 In.O.c.max) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 822 Ibs AT THAT SPACING CHECK BENDING IN RIMBAND: DBL.2x10 SPF#2 RIMBAND DESIGN VALUES: SECTION MODULUS IS)= 42.78 Ina ALLOWABLE BENDING(fb)= 875 psi MMM= w 'B C2= 8 MmAx=137 pif'(72/12)A2= 7398 In-Ibs 8 APPLIED fb= J\1sAx = 7398 In-Ibs= 173 psi S 42.781nA3 ALLOWABLE BENDING(fb)= 875 psi > APPLIED 1b= 173 psi I DBL.2x10 SPF#2 RIMBAND IS OK I PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203•B page 7 of 29 RALEIGH,NC 27615 P.A2 014114 0 9 0 015hewwidLEOACY2-STORY HOUSE SHEARWALL.2001WFCM&ASCE-7-OSAs 5/5((�14 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) LATERAL LOAD AT.ROOF/CEILINGDIAPHRAGM .:::,.::::' ROOF SPAN= 27.5 ff ROOF PITCH= 7/12 WIND PERPENDICULAR TO RIDGE: PER TABLE 2.5A,2001 WFCM AT 27.5'(vA-per)= 212 pH WI-per= vA-per'CMRH'CWH= 275pif W-per= 212 pif'1.296"1= WIND PARALLEL TO RIDGE: PER TABLE 2.5B,2001 WFCM AT 27.5'(w1-pars')= 132 pif wl-para= w1-para"CMRH'CWH= WI-para= 132 pif 1.296'1= 171 pif LATERAL LOAD AT FLOOR DIAPHRAGM. ::.:.::.:...:..: .:.::...::....: :;:::: :..::,:;:. ..:.::.... .... ::::.:.. . .. ...... WIND PERPENDICULAR TO RIDGE: PER TABLE 2.5A,2001 WFCM FLI-per= 219 pif FLI-per= FLI-per•CMRH'CWH= FLI-per= 219 pif'1.296'1= 264 pif WIND PARALLEL TO RIDGE: PER TABLE 2.5%2001 WFCM FU-para'= 149plf FLI-para= FU-para"CMRH'CWH = FU-para= 149 plf'1.296'1= 194 plf I PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SURE 203-B page S Of 29 RALEIGH,NC 27615 5/5(I?�014 P:42014U k4 403031Sh0arwEOACY 2-STORY HOUSE SHEAAWAIL-2001 WFCM 8 ASCE-7-05ids SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) [—LATERAL'FRAMING CONNECTION[DADS FROM WIND:: (FOR ROOF-TO-PLATE,PLATE-TO-PLATE,PLATE-TO-STUD,AND PLATE-TO-FLOOR) PER TABLE 2.1,2001 WFCM vd-wall'= 132 plf YA-wall= Wf-wall"CMRH YA-wall= 132 pir 1 1.296= 171 plf TRUSS MULTIPLIER= 1.33 STUD MULTIPLIER= 1.33 TRUSS TO TOP PLATE CONNECTION: Pc=wf�'M24= 171 plf'1.33= 228 lbs TRUSS CONNECTION:USP RT5 F2= 225 lbs Pc=P-F2= Pc=228 lbs-225 lbs PO= 3 lbs #OFO.131"x 2.5'COMMON NAIL(TOENAILED)REQUIRED= _P9 = 3 lbs I NAILS z 83 lbs USE(1)0.131"x 2.5"COMMON NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION: SPACING OF 0.131"X 2.5'COMMON NAIL(FACE NAILED) Z'12 = 100lbs*12= 7 In O.C. W1.4 17l plf (16'mix) ATTACH WITH 0.131"X 2.5"COMMON NAIL(FACE NAILED)AT 7"ON CENTER PLATE TO STUD CONNECTION: pc=wA*M,= 171 plf 1 1.33= 228 lbs #OFO.162"X 3.5'COMMON NAIL(ENDNAILED)REQUIRED= P, = 22B lbs = 2 NAILS z 128 lbs USE(2)0.162'x 3.5"COMMON NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION; SPACING OF 0.131'x 2.5'COMMON NAIL(FACE NAILED)= Z*12 = 100 lbs'12= 7 In O.C. w� 171 plf (16'max) ATTACH WITH 0.131"x 2.5"COMMON NAIL(FACE NAILED)AT 7"ON CENTER ITOP:PLATE-SPLICE LENGTH STRUCTURE WIDTH(W)= 27.5 It ADJUSTED W= 26.5 It STRUCTURE LENGTH(L)= 44 ft 0.162'x 3.5'COMMON NAIL(FACE NAILED) Z= 191 lbs ROOF DIAPHRAGM LOADING(wl-per)= 275 plf FLOOR DIAPHRAGM LOADING(FLI-per)= 284 plf FLOOR DIAPHRAGM LOADING CONTROLS CONTROLLING LOADING: 284 plf DIAPHRAGM CHORD FORCE= T= vA-ver-,L'= 284 plf'44 ft A 2= 2696 lbs 81w 8'25.5ft REQUIRED SPLICE LENGTH(w/(2)16d 3*o.c.):T 6 30/124/ft= 2696 lbs'3"/12"/It 2 R 2*Z 2 191 lbs/NAIL REQUIRED SPLICE LENGTH(w/(2)16d 12'o.c.):T'12"/12"1 ft 2696 lbs 12"112"/ft= 8 ft 2'Z 2 191 lbs I NAIL TOP PLATE SPLICES SHALL BE A MINIMUM OF 2 R wf(2)ROWS 16d(0.162"x 3.5"COMMON NAIL(FACE NAILED))3"me OR A MINIMUM OF 8 I't wl(2)ROWS 16d(0.162"X 3.5"COMMON NAIL(FACE NAILED))12"o.c PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 9 of 29 RALEIGH,NC 27615 5/5/2014 P1201A14030315heafuldLEGACY 2-STORY HOUSE SHEARWALL-2001WFCM&ASCE-7-OSids 13 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) IROOF-E)IAPHRAGM-SHEATHING REQUIREMENTS ROOF SPAN(RS)= 27.5 It ADJUSTED RS= 25,5,ft ROOF LENGTH(RL)= 44 ft ROOF PITCH= 7112 ROOF ANGLE(RA)= 30.3* wlw 275 plf STANDARD ROOF SHEATHING= 7/1 a'OSB(UN-BLOCKED)wl 8d NAILING @ 6112- ROOF SHEATHING SHEARCAPACITY(v;)= 295 pif STANDARD CEILING SHEATHING= 1/2'GWB(UN-BLOCKED)W/FASTENERS @ 7-17- CEILING SHEATHING SHEAR CAPACITY(v,)= 70 pif MAX DIAPHRAGM SHEAR(V)= L-WL_/2= 44 ft'275 Plf/2= 238 plf RS 25.5 It NET DIAPHRAGM SHEAR CAPACITY(Q=V,+V.= 296 plf+70 pif= 366 pif DIAPHRAGM SHEAR CAPACITY C STANDARD ROOF/CEILING DIAPHRAGM REQUIRED=23 8 pif CAPACITY=366 plf STANDARD ROOF/CEILING DIAPHRAGM OK .. ..... ... IFLOOR DIAPHRAGM SHEATHING REQUIREMENTS BUILDING WIDTH(W)= 27.5 ft [—ADJUSTED W= 25.5 It BUILDING LENGTH(L)= 44 It FLv= 284 plf STANDARD FLOOR SHEATHING= 19132-MIN.CBS(UN-BLOCKED)wl 8d NAILING @ 6-112- FLOOR DIAPHRAGM SHEAR CAPACITY(V,)= 309 plf MAX FLOOR DIAPHRAGM SHEAR(v)= L*FLI,/2= 44 9*284 Plf/2= 246 plf W 25,5 ft DIAPHRAGM SHEAR CAPACITY STANDARD ROOF/CEILING DIAPHRAGM REQUIRED=246 pif CAPACITY=309 PH STANDARD FLOOR DIAPHRAGM OK [SHEATHING SUCTION CONNECTION PER 2001 WFCM,TABLE 2.4"pp.69) TRUSS SPACING(TOC)= 16 In D.C. STUD SPACING(SOC)= 16 in D.C. 0.13 1'x 2,5"COMMON NAIL(FACE NAILED) 69 lbs(7116'SIDE MEMBER:WITHDRAWAL) Z= 3 ft MEAN ROOF HEIGHT ADJUSTMENT FACTOR(CMRH)= 1.296 FOR ROOF ZONE 1(FIELD): P 26.6 psf p=p"CMRH p=26.6 psf*1.296 P= 34.48 PSI TRUSS LOADING=34.48pstx 16"o.c.1 12"lft= 46 plf 46 pif = 0.7 FASTENERS It= 17 In D.C. 69 lbs/FASTENER MAX ALLOWABLE SPACING: 12 In D.C. USE 0.131"x 2.5"COMMON NAIL(FACE NAILED)AT 12 In c.c. PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 10 of 29 RALEIGH,NC 27615 5/5/2014 P.12014l140303lSh9a=ldLEGACY 2-STORY HOUSE SHEARWALL-2001WFCM SASCE-7-05-Al 14 SHEARWALL DESIGN 'ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FOR ROOF ZONE 2(EDGE): p'= 51A psf p=p'•CMRH p=51.4 psf'1.296 p= 66.62 psf TRUSS LOADING=66.62 psf x 16"o.c./12"/0= 89 pif gg Plf 1.3 FASTENERS/4= 9 In O.C. 69 Ibs/FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0131"x 2 5"COMMON NAIL(FACE NAILED)AT 9 In% FOR ROOF ZONE 3(CORNER): p'= 67.2 psf p=p"CMRH p=672 psf'1.296 P= 87.1 psf TRUSS LOADING=07.1 psf x 16"o.c./12"/ft= 116 plf 116 plf = 1.7 FASTENERS/ft= 7 In O.C. 69lbs I FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0131"x 2 5"COMMON NAIL(FACE NAILEDI AT 7 In G.c, FOR ROOF ZONE 30H(CORNER OVERHANG): p'= 83.5 psf p=p"CMRH p=83.5 psf'1.296 p= 108.22 psf TRUSS LOADING=108.22 psf x 16"O.C./12"1 It= 144 plf 144 pif 2.1 FASTENERS/ft= 5'In O.C. 69 Ibs/FASTENER MAX ALLOWABLE SPACING: 12 in O.C. USE 0 131"x 2 5"COMMON NAIL(FACE NAILEDI AT 5 in o.c. FOR WALL ZONE 4(FIELD): P'= 28.9 psf p=p"CMRH p=28.9 psf'1,296 p= 37.46 psf STUD LOADING=37.46 psf x 16"O.C./12"1111= 50 Plf 50 pH = 0,8 FASTENERS/ft= 15 In O.C. 69 Ibs/FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0131"x 2 5"COMMON NAIL(FACE NAILEDI AT 12 In o.e. FOR WALL ZONE 5(EDGE): p'= 35.6 psf p=p''CMRH p=35.6 psf'1.296 p= 46.14 psf STUD LOADING=46.14 psf x 16"G.c./12"/ft= 62 pif 62 plf = 0.9 FASTENERS/ft= 13 In O.C. 69 lbs/FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0 131"x 2 5"COMMON NAIL(FACE NAILED)AT 12 In O.C. PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203•B Page 11 Of 29 RALEIGH,NC 27615 5/5/2014 P:120141140303%SHearW1aEGACY 2-S7ORY HOUSE SHEARWALL-2001W FCM 6 ASCE•7-051fe 15 • A SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR ENDWALL#1:SHEATHING LENGTH REQUIREMENTS FLEX ROOM END FIRST FLOOR LENGTH(W1)= 27.5ft SECOND FLOOR LENGTH(W2)= 27.5 ft FIRST FLOOR LENGTH(L1)= 44 ft SECOND FLOOR LENGTH(L2)= 44 ft SHEARWALL TYPE:7/16'OSS EXTERIOR(BLOCKED)w/1/2'GW B INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(ad NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436p1f MIN.SHEARWALL SEGMENT LENGTH= 2.3 ft FULL HEIGHT SHEATHING PROVIDED(ILI)= 22.25ft 2nd FL.PERCENT FULL HEIGHT SHEATHING= 87% 2nd FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 fl SHEAR ADJUSTMENT FACTOR(C,)= 0.837(TABLE 2305.3.7.2,IBC) 2nd FL.NUMBER OF SHEARWALLS(N„4)= 2 ADDITIONAL WALL LOAD= 1356 Ibs SHEARWALL REACTION(R_Q)=L2'w I N„4+ADDITIONAL= Rera=4411.275 plf 12+1356 Ibs= 7406 lb. MIN.LENGTH SEGMENTED SHEARWALLS(La,,,)=R�/V= 7406 Ibs 1436 plf= 16.99 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED ENDWALL=Lsw I Ca=16.99 ft/0.837= 20.30 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=20.3 ft PROVIDED=22.25 ft _ ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) ' V1=M•F,._.I41'L= 3/4'2B4 plf'44 fi= 4686 Ibs 2 2 tl 1/2'DIA.THRU BOLT= V = 4686 Ibs = 6 BOLTS ZIQBaLT 6231bs USE A MIN.OF(8)112"DIA.THRU BOLTS AT EQUAL SPACING TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) ADJUSTED L2 35.83It T= R ,,'W,2= 1940'27.5R^2= 512lbs 8'L2 8.35.83 R CHECK FASTENERS: ad NAIL Z= 127.3 Ibs 512 Ibs/127.3 Ibs/FASTENER= 4.02 FASTENERS USE(5)8d NAIL(S)EACH END 16 ga.STAPLE Z= 48.3 Ibs 5121bs/48.3 Ibs/FASTENER= 10.6 FASTENERS USE(11)16 ga.STAPLE(S)EACH END USE A 1.5"x 20 ga.STRAP WITH(5)ad NAIL(S)EACH END s OR WITH(11)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 512 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203•D RALEIGH,NC 27615 Page 12 of 29 P12014114 W 03lStwat0LALEGACY 2-STORY HOUSE SHEARWALL.2001WFC61 d ASCE•7-OSAs 5151?814 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR ENDWALL 91: UPLIFT'DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(ELi)= 22.25 ft SHEARWALL ADJUSTMENT FACTOR(GO)= 0.837 SHEARWALL REACTION(R„w)= 7406 Ibs WALL HEIGHT(H)= 8 It UPLIFT FORCE(UE2)= Rm41 x H = ZLixC. U.=7406 Ibs x 8 ft = 3182 Ibs 22.2E R x 0.837 SEE PAGE 26 FOR CONNECTION DESIGN SECOND FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS <` > "'" BR 21 BR 3 END FIRST FLOOR WIDTH(W1)= 27.5 ft SECOND FLOOR WIDTH(W2)= 27.5 ft FIRST FLOOR LENGTH(L1)= 44 ft SECOND FLOOR LENGTH(L2)= 44 ft SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)W/1/2'GW B INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.311 FULL HEIGHT SHEATHING PROVIDED(ZL1)= 21.16 It 2nd FL.PERCENT FULL HEIGHT SHEATHING= 77% 2nd FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 H SHEAR ADJUSTMENT FACTOR(C,)= 0.738(TABLE 2305.3.7.2.IBC) 2nd FL.NUMBER OF SHEARWALLS(Neal)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(RQ a)=L2'ww /N,,,d+ADDITIONAL= I Rmc,2=44 ft 4 275 p1f/2+0 Ibs= 6050 Ibs 1 MIN.LENGTH SEGMENTED SHEARWALLS(L_)=R„d21 V= 6050 Ibs 14361bs= 13.88 R PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED ENDWALL =Lm/Co=13.88 ft/0.738 18.81 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=18.81 ft PROVIDED=21.16 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR ENDWALL#2: UPLIFT DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(ZL,)= 21.16 ft SHEARWALL ADJUSTMENT FACTOR(CO)= 0.738 SHEARWALL REACTION(R„d2)= 6050 Ibs WALL HEIGHT(H)= 8 0 UPLIFT FORCE(UE2)= Ra,d1 x H — ZLdxCa UE2=6050 Ibs x 8 ft = 3100 Ibs 21.16 It x 0.738 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SURE 203.0 RALEIGH,NC 27615 Page 13 Of 29 PA201411403001S1war $cA.EGACY2-STORY HOUSE SHEARWALL-2001WPCA18/SCE-7-05As 519014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) SECONDFLOORENDWALL: SHEAR CONNECTIONS i':::;,::..,:.: ;• SECOND FLOOR WIDTH(W2)= 27.5 It ADJUSTED W2= 25.5 ft SECOND FLOOR LENGTH(1-2)= 44 ft FLm= 284 plf 112"ANCHOR BOLT Z= 1056lbs 5/8'ANCHORBOLT Z= 1488lbs 0.162'x 3.5"COMMON NAIL(TOENAILED) Z= 158 Ibs 0.162"x 3,5'COMMON NAIL(FACE NAILED) Z= 191 Ibs (1)USP MP4F PLATE Z= 555 Ibs MAXIMUM SECOND FLOOR ENDWALL SHEAR LOAD= 7406 Ibs TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION: #TOENAILS PER FOOT= V/Z/W= 7406lbs/158Ibs/25.5ft= 1.8 NAILS/ft TOENAIL SPACING= 12/#= 12/1.8= 6'O.C. (16-MAX) #LTP4 PLATES PER FOOT= V/Z/W= 7406 Ibs/555 Ibs/25.5 It= 0.5 PLATES/It LTP4 PLATE SPACING= 12/#= 12/0.5= 22'O.C. (72'MAX) USE 0.162"x 3,5"COMMON NAIL(TOENAILED)@ 6"ON CENTER OR USE(1)USP MP4F PLATE @ 22"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7406 Ibs BANDS TO BANDS&BOTTOM/TOP PLATE CONNECTION: V= MAX ENDWALL SHEAR+L2x FL,,12= V= 7406 Ibs+44 It x 284 plf/2 13654 Ibs #TOENAILS PER FOOT= V/Z/W= 136541bs/158lbs/25.5ft= 3.4 NAILS Ift TOENAIL SPACING= 121#= 1213.4= 3"O.C. (16"MAX) #LTP4 PLATES PER FOOT= V/Z/W= 13654 Ibs/555 Ibs 125.5 ft= 1.0 PLATES/ft LTP4 PLATE SPACING= 12/#= 1211= 12'O.C. (72-MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)AT 3"ON CENTER OR USE(1)USP MP41F PLATE @ 12"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13654 lbs PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 14 of 29 P:120141140303tSlwarutlEGACY 2-STORY HOUSE SHEARWALL-2001MCM s ASCE-7-05.A3 5/5/2014 r SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CHECK SHEATHING TO RIMBAND CONNECTION:`:., ::: r.::. ;;..:... .. ......,.,;.. ..,.,,.. ,;..;......: UNIT SHEAR CHECK: SHEAR FORCE IV)= R�, _ £4XCo SECOND FLOOR ENDWALL#1: V= 74061bs = 398 pIf 22.25 0'0.837 SECOND FLOOR ENDWALL#2: V= 6050 lbs = 388 plf 21.16 0'0.738 MAXIMUM SECOND FLOOR ENDWALL UNIT SHEAR= 398 pIf CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: ed COMMON NAIL(FACE NAILED),7116'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V — 398 plf Z 95 lbs/NAIL - #OF 8d NAILS PER FOOT= 4.19 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12l#= 12/4.19= 2.66"O.C. #OFROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'2.86 o.c. 2'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF Ild NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 398 pIf UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7115'510E MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V — 398 plf Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 4.19 NAILS PER FOOT OVERALL Bd NAIL SPACING= 12/#= 1214.19= 2.86'O.C. #OF ROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'2.86 o.c. 2'D.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 398 plf ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 398 pIf 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 = 398 pIf = 1 . Z 200 psi'12"/0 FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF Ild NAILS AT 6"O.C. PREPARED BY: BARLOW ENGINEERING.P.C. SS12 SIX FORKS RD,SUITE 203-B Page 15 of 29 RALEIGH,NC 27615 P:1201411403031ShrerwlcU-ERACY 2-STORY HOUSE SHEMWALL-2001 WFCM 6 ASCE-7.05�L 5l519014 s SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST.FLOOR ENDWALL#1 SHEATHING LENGTH REQUIREMENTS KITCHEN!BATH 1 END FIRST FLOOR WIDTH(WI)= 27.5 It SECOND FLOOR WIDTH(W2)= 27.5 ft FIRST FLOOR LENGTH(L1)= 44 It SECOND FLOOR LENGTH(1-2)= 44 ft SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE Bd NAIL SPACING= 2 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 924 pll MIN.SHEARWALL SEGMENT LENGTH= 2.3 fl SUM OF FULL HEIGHT SHEATHING PROVIDED(E LI)= 22.25 It 1st FL.PERCENT FULL HEIGHT SHEATHING= 100% Is[FL.MAX.UNRESTRAINED OPENING HEIGHT= 0 It SHEAR ADJUSTMENT FACTOR(Co)= 1(TABLE 2305.3.7.2.IBC) tsl FL,NUMBER OF SHEARWALLS(N.A)= 2 ADDITIONAL WALL LOAD= 4764 Ibs SHEARWALL REACTION(R�I)=L1'FLH /N�+Rw+ADDITIONAL= R.A1=44ft'284plf/2+7406lbs+4764lbs= 18418lbs MIN,LENGTH SEGMENTED SHEARWALLS(L,,.,)=Rog,/V= 18418 Ibs/924 plf= 19.93 ft SEGMENTED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)=Law/Ca=19.93 ftll= 19.94 It I i SEGMENTED FULL HEIGHT SHEATHING C SEGMENTED FULL HEIGHT SHEATHING REQUIRED=19.94 ft PROVIDED=22.25 ft ENDWALL,SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V1=(3'F,;,./4)'L= 314'284p1f'44It 4686lbs 2 2 #1/2'DIA.THRU BOLT= _VL = 4686lbs= B BOLTS Z1naoLT 623lbs USE A MIN.OF(8)1/2"DIA.THRU BOLTS AT EQUAL SPACING TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) ADJUSTED L1= 35.83 ft T= 3/4'Fo .W, ,2= 314.194 pit'27.5ftA2= 384lbs e•L1 8'35.83ft CHECK FASTENERS: 8d NAIL Z= 127.3 Ibs 384 Ibs 1127.3 Ibs/FASTENER= 3,02 FASTENERS USE(4)8d NAIL(S)EACH END 16 ga.STAPLE Z= 48.3 Ibs 384 Ibs/48.3 Ibs/FASTENER= 7.95 FASTENERS USE(8)16 ga.STAPLES)EACH END USE A 1.5"x 20 ga.STRAP WITH(4)8d NAIL(S)EACH END OR WITH(8)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND ATENSILE FORCE OF 384lbs PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203•B page 16 Of 29 RALEIGH,NC 27615 PA2014M40303%ShaatmlclLEGACY 2-STORY HOUSE SHEARWALL-2001 WFCM d ASCE-7-05As 515/J814 I � SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) FIRST FLOOR ENDWALL#1: UPLIFT DUE TO OVERTURNING' SUM OF FULL HEIGHT SHEATHING PROVIDED(E L,)= 22.25 It SHEARWALL ADJUSTMENT FACTOR(CG)= 1 SHEARWALL REACTION(Raw,)= 18418 Ibs WALL HEIGHT(H)= 8 R UPLIFT FORCE(UEr)= R_, x H +U.= ELrxCG US,=18418 Ibs x 8 ft+3182 Ibs = 9005 Ibs 22.25 x 1 SEE PAGE 26 FOR CONNECTION DESIGN FIRST FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS �r'':`"' " ° '' -� • >` `'"' '<``��'""-""""" LIVING ROOM/FAMILY ROOM END FIRST FLOOR WIDTH(WI)= 27.6ft SECOND FLOOR WIDTH(W2)= 27.5 ft FIRST FLOOR LENGTH(1-1)= 44 R SECOND FLOOR LENGTH(1-2)= 44 It SHEARWALL TYPE:7/16.OSB EXTERIOR(BLOCKED)W/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 2 in O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 924 pif MIN.SHEARWALL SEGMENT LENGTH= 2.3 It SUM OF FULL HEIGHT SHEATHING PROVIDED(E 1.4)= 14.52 ft 1st FL.PERCENT FULL HEIGHT SHEATHING= 100% 1st FL.MAX.UNRESTRAINED OPENING HEIGHT= 0 ft SHEAR ADJUSTMENT FACTOR(Co)= 1(TABLE 2305.3.7.2,IBC) lsl FL.NUMBER OF SHEARWALLS(Naw)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(Rawr)=Lr'FL�m I Naw+Raw2+ADDITIONAL= Rawl=44 ft 284 pif/2+6050 Ibs+0 Ibs= 12298 Ibs MIN.LENGTH SEGMENTED SHEARWALLS(L,„,)=Raw,!V= 12298 Ibs!924 pif= 13.31 11 SEGMENTED FULL HEIGHT SHEATHING LENGTH REQUIRED ENDWALL=Lm/Co=13.31 ft 11= 13.31 It SEGMENTED FULL HEIGHT SHEATHING SEGMENTED FULL HEIGHT SHEATHING REQUIRED=13.31ft PROVIDED-14.52 ft ENDWALL SHEARWALLS OK ALL.EXTERIOR SHEATHING TO BE BLOCKED LINO FIRST FLOOR ENDWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S Li)= 14.52 It SHEARWALL ADJUSTMENT FACTOR(CG)= 1 SHEARWALL REACTION(Rawr)= 12298 Ibs WALL HEIGHT(H)= 8 ft UPLIFT FORCE(UEr)= Rawr x H +UE2= I %L,xCo UE,=12298 Ibs x 8 R+3100 Ibs = 9876 Ibs 14.52 x 1 I SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 17 of 29 P02D14U403031SrieereuMLEGACY 2-STORY HOUSE SHEARWALL-2001VIFCPA 6 ASCE-7-05.95 5/5/22014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR ENDWALL: SHEAR CONNECTIONS :.;:.;::;<::. :::.::,:.:..:..::::.:::..:::;.::.::.:.::....-.,•..:....:...;:..;.;.:; :":.'s;.:..;;<:zs::;;a::- FIRST FLOOR WIDTH(W,)= 27.5 It ADJUSTED W1= 25 ft FIRST FLOOR LENGTH(L1)= 44 ft FLU= 284 plf 1/2'ANCHOR BOLT Z= 1056 Ibs 5/8'ANCHOR BOLT Z= 1488 Ibs 0.162"x 3.5"COMMON NAIL(TOENAILED) Z= 158 Ibs (1)USP MP4F PLATE Z= 5551bs MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD= 18418 Ibs RIMBAND TO SILL PLATE CONNECTION: V= MAX ENDWALL SHEAR+L1x(314•FL�,)/2= V= 184181bs+44Itx(314'284pIQ/2 23104Ibs #TOENAILS PER FOOT= V/ZIW= 23104Ibs/158Ibs/25ft= 5.8 NAILS IIt TOENAIL SPACING= 12/#= 12/5.8= 2'O.C. (16-MAX) #LTP4 PLATES PER FOOT= V/Z/W= 23104 Ibs/555 Ibs 125 It= 1.7 PLATES/R LTP4 PLATE SPACING= 12/#= 12/1.7= 7'O.C. (72-MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 2"ON CENTER OR USE(1)USP MP4F PLATE @ 7"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 23104 Ibs SILL PLATE TO FOUNDATION CONNECTION: #1l2'ANCHOR BOLTS= V/Z= 23104 Ibs 11055 Ibs= 22 BOLTS BOLT SPACING= (W-2)/(N-1)= (25ft-2)/(22-1)= 131n USE 1l2"ANCHOR BOLTS @ 13"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF 1'-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 23104 Ibs #5l8'ANCHOR BOLTS= V I Z= 23104 Ibs 11488 Ibs= 16 BOLTS BOLT SPACING= (W-2)/(N-1)= (258-2)/(16-1)= 18In USE 5/8"ANCHOR BOLTS @ 18"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF 1'.0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 23104 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203•B RALEIGH,NC 27816 Page 18 of 29 P.U014%14030lShe3rmkLLEGACY 2-STORY HOUSE SHEARWALL.2001WFCM 8 ASCE-7-05ms 5/5/220214 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) ICHECK SHEATHING TO RIMBAND CONNECTION:`: UNIT SHEAR CHECK: SHEAR FORCE(V)= Pml Y Lqx CO FIRST FLOOR ENDWALL#1! V= 18418 lbs = 828 pit 22.25 ft*I FIRST FLOOR ENDWALL#2: V= 12298 lbs = 847 pit 14.52*I MAXIMUM FIRST FLOOR ENDWALL UNIT SHEAR= 847 pff CHECK SHEATHING CAPACITY: 7116'OSB SHEATHING CAPACITY=165 lbsfin x 1.6 x 12 Inift= 3168 pit > 847 pff 7li6"OSB SHEATHING MEETS THE SHEAR CAPACITY REQUIREMENT CHECK#Bd NAILS REQUIRED FOR SHEATHING CONNECTION: Bd COMMON NAIL(FACE NAILED),7116-SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V 847 pit z 95 lbs I NAIL #OF 8d NAILS PER FOOT= 8.92 NAILS PER FOOT OVERALL 8d NAIL SPACING 12/4= 12/8.92 1.34 O.C, #OF ROWS: 2 ROW(S) Bd NAIL SPACING WITHIN EACH ROW= 2'SPACING 2.1.34 o.c. 2'D.C. USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 847 pit UNIT UPLIFT CHECK.(EQUAL TO UNIT SHEAR) CHECK#Od NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7116-SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V 847 pit z 951bs/NAIL #OF 8d NAILS PER FOOT= 8.92 NAILS PER FOOT OVERALL 8d NAIL SPACING= 121#= 1218.92= 1.34 D.C. #OF ROWS: 2 ROW(S) Ild NAIL SPACING WITHIN EACH ROW= 2'SPACING 2.1.34 o.c. 2'O.C. USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 2"D.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 847 pit NOTE:PLACE ROWS OF NAILS MIN.3"APART VERTICALLY ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 847 pif 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 200 psi(FACE) Ei WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND: WIDTH OF GLUE STRIP REQUIRED= V = 847 pff z 200psi*12"/it FASTEN SHEATHING TO BAND WITH 111 WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF Bd NAILS AT 6-O.C. PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 19 Of 29 P.1201411403031ShoamfdLEGACY2-STORY HOUSE SHEARWALL-2001WFCNI A ASCE-7-05ids 5/50J4 23 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS FLEX ROOM/BR 3 SIDE FIRST FLOOR WIDTH(W1)= 27.6 It SECOND FLOOR WIDTH(W2)= 27.5 It FIRST FLOOR LENGTH(L1)= 44 ft SECOND FLOOR LENGTH(1-2)= 44 It SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)wl 1l2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(ed NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.3 It SUM OF FULL HEIGHT SHEATHING PROVIDED(E L1)= 32 fl 2nd FL.PERCENT FULL HEIGHT SHEATHING= 73 2nd FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 ft SHEAR ADJUSTMENT FACTOR(C.)= 0.705(TABLE 2305.3.7.2,IBC) 2nd FL.NUMBER OF SHEARWALLS(N,*)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(R,,&2)=W2 w, /N,.+ADDITIONAL= R,d,2=27.5 It'171 plf/2+0 Ibs= 2352 Ibs MIN,LENGTH SEGMENTED SHEARWALLS(L,,,.)=R,�2/V= 2352lbs1436 plf= 5.39ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED SIDEWALL=Lsw/Cc=5.39 K/0.705= 7.66 It PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=7.66 ft PROVIDED-32ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO SECOND'FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING ' `'' "°'` " SUM OF FULL HEIGHT SHEATHING PROVIDED(E 4)= 32 ft SHEARWALL ADJUSTMENT FACTOR(C-)= 0.705 SHEARWALL REACTION(R b,)= 2352 Ibs WALL HEIGHT(H)= e It UPLIFT FORCE(UE,)= Rim,x H = E L1 x Co LIE,=2352 Ibs X 8 It = 835 Ibs 32 ft x 0.705 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 20 of 29 RALEIGH,NC 27615 P:12014%14030365heer=LALEGACY 2-STORY HOUSE SHEARWALL-2001 WFCM d ASCE-7-05AU 515 20014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) SECOND FLOOR SIDEWALL 112 SHEATHING LENGTH REQUIREMENTS FLEX ROOM/BR 2 SIDE FIRST FLOOR WIDTH(W1)= 27.5 ft SECOND FLOOR WIDTH(W2)= 27.5 ft FIRST FLOOR LENGTH(1-1)= 44 ft SECOND FLOOR LENGTH(1-2)= 44 It SHEARWALL TYPE:7116'OSB EXTERIOR(BLOCKED)w/1/2'GW B INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In D.C.(Bd NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 pit MIN,SHEARWALL SEGMENT LENGTH= 2.3 ft SUM OF FULL HEIGHT SHEATHING PROVIDED(£L,)= 20.19 It 2nd FL.PERCENT FULL HEIGHT SHEATHING= 56 2nd FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 It SHEAR ADJUSTMENT FACTOR(C,)= 0.5(TABLE 2305.3.7.2.IBC) 2nd FL.NUMBER OF SHEARWALLS(N„d,)= 2 ADDITIONAL WALL LOAD= 548 Ibs SHEARWALL REACTION(R,yz2)=W2•w,P,.a/N"+ADDITIONAL= R,w=27.5 ft'171 pif 12+548 Ibs= 2900 Ibs MIN.LENGTH SEGMENTED SHEARWALLS(L,,,.)=R,./V=• 2900lbs/436 pif= 6.65 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED SIDEWALL =L9 I Co= 6.65It10.6= 11.09 R PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=11.09 ft PROVIDED=20.19 It SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UND SECOND FLOOR SIDEWALL 112: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(£Li)= 20.19 ft SHEARWALL ADJUSTMENT FACTOR(Ca)= 0.0 SHEARWALL REACTION(%Wj)= 2900 Ibs WALL HEIGHT(H)= 8 ft UPLIFT FORCE(UE1)= R,a,1 x H = %i x C. UE1=2900 Ibs x 8 It = 1916 Ibs 20.19 ft x 0.6 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 21 ooff29 P1201411403031Slwaiw LLEGACY 2-STORY HOUSE SHEMWAM-2001WFCM d ASCE•7-05As 5/512g 14 II 1 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) ISECOND FLOOR SIDEWALL::SHEAR CONNECTIONS SECOND FLOOR WIDTH(W2)= 27.5 ft SECOND FLOOR LENGTH(1-2)= 44 ft Fl-U= 194 plf 112'ANCHOR BOLT Z= 1056 lbs 518'ANCHOR BOLT Z= 1488 lbs 0.162"x 3.5"COMMON NAIL(TOENAILED) Z= 158 lbs 0.162'x 3.6'COMMON NAIL(FACE NAILED) Z= 191 lbs (1)USP MP4F PLATE Z= 555 lbs MAXIMUM SECOND FLOOR sIbEWALL SHEAR LOAD= 2900 pif BANDS TO BANDS&BOTTOM I TOP PLATE CONNECTION: V= MAXSIDEWALLSHEAR+W2xFL,,_/2= V= 2900Ibs+27.5ftx194pI(/2 5668 PIF #TOENAILS PER FOOT= V/Z/L= 55681bs/1581bs/44ft= 0.8 NAILS I R TOENAIL SPACING= 12/#= 12/0.8= 14'D.C. (16-MAX) #LTP4 PLATES PER FOOT= V/zlW= 5568lbs/555lbs/44ft= 0.2 PLATES I It LTP4 PLATE SPACING= 12 1#= 12/0.2= 52 D.C. (72-MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 14"ON CENTER OR USE(1)USP MP4F PLATE @ 52"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5568 lbs PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 27615 Page 22 of 29 PA201411403031StmaYMMLEGACY2-STORY HOUSE SHEARWALL-2001WFCM 6ASCE-7-0SAs 51512014 26 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) ICHECK SHEATHING,TO RIMBAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE M= R,wa Y 1-1 X co SECOND FLOOR SIDEWALL#1: V= 2352 lbs = 105 plf 32 R*0.705 SECOND FLOOR SIDEWALL#2: V= 2900 lbs = 240 pif 20.19 It 1 0.6 MAXIMUM SECOND FLOOR SIDEWALL UNIT SHEAR= 240 plf CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: Scl COMMON NAIL(FACE NAILED),7116-SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V 240 plF z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 2.53 NAILS PER FOOT OVERALL 8d NAIL SPACING= 121#= 1212.53= 4.74*O.C. #OFROWS: I ROW(S) Ild NAIL SPACING WITHIN EACH ROW= I•SPACING i*4.74 ox, 4'D.C. USE SHEATHING CONNECTION WITH I ROW(S)OF 8d NAILS AT 4"D.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 240 plf UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: Od COMMON NAIL(FACE NAILED),7116-SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V 240 plf z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 2.53 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 1212.53= 4.74 D.C. #OFROWS: 1 ROW(S)' 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1*4.74 o.c. 4'D.C. USE SHEATHING CONNECTION WITH I ROW(S)OF Scl NAILS AT 4"D.C. OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 240 plf ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 240 plf 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 200 psl(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND: WIDTH OF GLUE STRIP REQUIRED= V = 240 plf = 1. z 200 psi*12"/ft FASTEN SHEATHING TO BAND WITH T'WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE ,PLUS(1)ROW OF 8d NAILS AT 6-D.C. PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27515 Page 23 of 29 p.J=4%1403031ShearukilEGACY2.STGRY HOUSE SHEARWALL-2001WFCIA A ASCE-7-05A3 5/5/3g1 4 � y SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS "' " ",'=` '.=::.'i77.1 DINING!KITCHEN SIDE FIRST FLOOR WIDTH(W1)= 27.5 It SECOND FLOOR WIDTH(W2)= 27.5 ft FIRST FLOOR LENGTH(L,)= 44 ft SECOND FLOOR LENGTH(1-2)= 44 ft SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.3 It FULL HEIGHT SHEATHING PROVIDED= 26.62 ft 1st FL.PERCENT FULL HEIGHT SHEATHING= 61% 1st FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 It SHEAR ADJUSTMENT FACTOR(C.)= 0.525(TABLE 2305.3.7.2,IBC) 1st FL.NUMBER OF SHEARWALLS(N„m)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(R�1)=W 1'FLU,/N,uo+R,w+ADDITIONAL= R,.1=27.5ft'194p1f12+2352 lbs+0 lbs= 5020 lbs MIN.LENGTH SEGMENTED SHEARWALLS(L,,,,)=R",/V= 6020 lbs/436 plf= 11.51 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)=LsY/Co= 11.51ft/0.626= 18.43 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=18.43 ft PROVIDED=26.62 It SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO FIRST FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(E 4)= 26.62 ft SHEARWALL ADJUSTMENT FACTOR(CO)= 0.625 SHEARWALL REACTION(R�1)= 5020 lbs WALL HEIGHT(H)= 8 ft UPLIFT FORCE(UE1)= R",x H +UE2= EL1xCo US,=5020 lbs x 8 ft+835 lbs = 3249 lbs 26.62 x 0.625 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 24 off129 P.12014114D303IShoor adLE0ACY2-STORY HOUSE SHEARWALL-2001 WFCM 6 ASCE 745As 5/5%14 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFOM) FIRST FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS LIVING ROOM SIDE FIRST FLOOR WIDTH(WI)= 27.5 ft SECOND FLOOR WIDTH(W2)= 27.5 ft FIRST FLOOR LENGTH(LI)= 44 ft SECOND FLOOR LENGTH(1-2)= 44 ft SHEARWALL TYPE:7/16.OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR ` SHEATHING EDGE 8d NAIL SPACING= 3 In Q.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 730 ptf MIN.SHEARWALL SEGMENT LENGTH= 2.3 0 FULL HEIGHT SHEATHING PROVIDED= 16.27 ft 1sl FL.PERCENT FULL HEIGHT SHEATHING= 45 1st FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 ft SHEAR ADJUSTMENT FACTOR(C.)= 0.543(TABLE 2305.3.7.2,IBC) 1st FL.NUMBER OF SHEARWALLS(Nw&)= 2 ADDITIONAL WALL LOAD= 626 Ibs SHEARWALL REACTION(R",)=WI'FL� /Ns,+R.Y.,,+ADDITIONAL= R",=27.5 ft'194 pif/2+2900 Ibs+626 Ibs= 6194 Ibs MIN.LENGTH SEGMENTED SHEARWALLS(L„Y)=Rum,/V= 6194 lbs/730 pIl= 8.48 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED SIDEWALL=Lsw/Ca= 8.48 ft/0.543= 15.63 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=15.63 ft PROVIDED-16.27 It SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR SIDEWALL#2:.UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S Li)= 16.27 ft SHEARWALL ADJUSTMENT FACTOR(CO)= 0.543 SHEARWALL REACTION(Rewj)= 6194 Ibs WALL HEIGHT(H)= e ft UPLIFT FORCE(UEI)= R"j x H +UE2= ELaxCO US,=6194 Ibs x 8 ft+1916 Ibs = 7525 Ibs 16.27 x 0.543 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SUITE 203•B RALEIGH,NC 27015 Page 25 of 29 p.12014ll40303%Sh4.twldUGACY 2-STORY HOUSE SHEARWALL-2001 W FCM A ASCE-7-05-l1s 51512014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) FIRST FLOOR SIDEWALL:'SHEAR CONNECTIONS FIRST FLOOR WIDTH(W1)= 27.5 ft FIRST FLOOR LENGTH(L1)- 44 ft FLµ—= 194 plf 1/2'ANCHORBOLT Z= 1056Ibs 618'ANCHOR BOLT Z= 1498 Ibs 0.162'x 3.6'COMMON NAIL(TOENAILED) Z= 158 Ibs (1)USP MP4F PLATE Z= 555 Ibs MAXIMUM FIRST FLOOR SIDEWALL SHEAR LOAD= 6194 Ibs RIMBAND TO SILL PLATE CONNECTION: V= MAXSIDEWALLSHEAR+W1x(3/4'FLµ-)/2= V= 61941bs+27.5ftx(3/4*194pIo/2 81951bs #TOENAILS PER FOOT= V/Z/L1=81951bs/1581bs/44ft= 1.2 NAILS Ift TOENAIL SPACING= 12/#= 12/1.2= 10'O.C. (16-MAX) #LTP4 PLATES PER FOOT= V/Z/W= 8195 Ibs/666 Ibs/44ft= 0.3 PLATES/R LTP4 PLATE SPACING= 121#= 12/0.3= 35'O.C. (72-MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 10"ON CENTER OR USE(1)USP MP4F PLATE @ 35"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 8195 Ibs SILL PLATE TO FOUNDATION CONNECTION: #1/2'ANCHOR BOLTS= V/Z= 8196 Ibs/1056 Ibs= 8 BOLTS BOLT SPACING= (L-2)1IN-1)= (44ft-2)/(8-1)= 721n USE 112"ANCHOR BOLTS @ 72"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 81951bs #5/8'ANCHOR BOLTS= V/Z= 8195 Ibs/1488 Ibs= 6 BOLTS BOLTSPACING= (L-2)/(N-1)= (44ft-2)/(6-1)= 721n USE 518"ANCHOR BOLTS @ 72"O.0 ANCHOR BOLTS TO BE MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 8195 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 26 of 29 P.12 014114 0 3 0 319hea WLEOACY 2-STORY HOUSE SHFARWALL-2001WFCM d ASCE-7.OSAs 55/512014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CHECK SHEATHING TO RIMBAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)= R,a,j X Lq X Cc FIRST FLOOR SIDEWALL#1: V= 5020 Ibs = 302 plf 26.62 ft*0.625 FIRST FLOOR SIDEWALL#2: V= 6194 lbs = 702 pif 16.27*0.543 MAXIMUM FIRST FLOOR SIDEWALL UNIT SHEAR= 702 pif CHECK SHEATHING CAPACITY: 7116*OSB SHEATHING CAPACITY=165 Ibsnn x 1.6 x 12 Inift= 3168 pif > 702 plf 7116"OSB SHEATHING MEETS THE SHEAR CAPACITY REQUIREMENT CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7116-SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V 702 pif z 96 lbs/NAIL #OF Bd NAILS PER FOOT= 7.39 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 1217.39 1.62'D.C. #OFROWS: 2 ROW(S) Bd NAIL SPACING WITHIN EACH ROW= 2'SPACING 2*1.62o.c, 3'O.C. USE SHEATHING CONNECTION WITH 2 ROW(S)OF Ild NAILS AT N'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 702 pif UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#Bd NAILS REQUIRED FOR SHEATHING CONNECTION: Bd COMMON NAIL(FACE NAILED),7/16-SIDE MEMBER Z= 95 lbs #OF Bd NAILS PER FOOT= V 702 pif z 95 Ibs/NAIL N OF 8d NAILS PER FOOT= 7.39 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 12/7.39= 1.62'D.C. #OF ROWS: 2 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 2*SPACING 2.1.62 o.c. 3'D.C. USE SHEATHING CONNECTION WITH 2 ROW(S)OF Ild NAILS AT 3"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 702 pill NOTE:PLACE ROWS OF NAILS MIN.3"APART VERTICALLY ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 702 plf 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 = 702 pif z 200 psi*12"1 It FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 8d NAILS AT 6-O.C. PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 27 of 29 P.A2014X1403OMhoal IckLEr.ACY2-STORY HOUSE SHEARWALL-2001MCM&ASCE-7-05Xs 519014 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES:(SEE ABOVE FOR CALCULATIONS) 2nd FLOOR ENDWALL#1 UPLIFT FORCE(UE2)= 3182 Ibs 2nd FLOOR ENDWALL#2 UPLIFT FORCE(UM)= 3100 Ibs 2nd FLOOR SIDEWALL#1 UPLIFT FORCE(US2)= 835 Ibs 2nd FLOOR SIDEWALL#2 UPLIFT FORCE(US2)= 1916 Ibs isl FLOOR ENDWALL#1 UPLIFT FORCE(UEl)= 9805 Ibs 1st FLOOR ENDWALL#2 UPLIFT FORCE WE1)= 9876 Ibs 1st FLOOR SIDEWALL#1 UPLIFT FORCE(Us1)= 32491bs 1st FLOOR SIDEWALL#2 UPLIFT FORCE(US1)= 7525 Ibs DEAD LOADS: FIRST FLOOR WIDTH(W1)= 14.52 ft(MAX: 4'CEILING HEIGHT,WALL SEGMENT) SECOND FLOOR WIDTH(W2)= 21.16 ft(MAX:4'CEILING HEIGHT,WALL SEGMENT) FIRST FLOOR LENGTH(L2)= 16.27 R(MAX: 4 CEILING HEIGHT,WALL SEGMENT) SECOND FLOOR LENGTH(1-2)= 20.19 ft(MAX:4'CEILING HEIGHT,WALL SEGMENT) FIRST FLOOR HEIGHT(H1)= 8 ft SECOND FLOOR HEIGHT(H2)= 8 A ROOF&CEILING ASSEMBLY DEAD LOAD(RDL)= 15 psf WALL DEAD LOAD(WDL)= 12psf FLOOR DEAD LOAD(FDL)= - 10 psf SIDEWALL SECOND FLOOR CORNER: ROOF DEAD LOAD= 0.61 RDL•W2'L218= ROOF DEAD LOAD= 0.6•15 psf'21.16 ft•20.19 It/8= 481 Ibs WALL DEAD LOAD= 0.6'(WDL'H2'L212)= 0.6'12psf•8ft'20.19ft12= 581Ibs TOTAL DEAD LOAD= 481 Ibs+581 Ibs= 1063 Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT= 1916 Ibs-1063 Ibs= 853 Ibs SIDEWALL FIRST FLOOR CORNER: WALL DEAD LOAD= 0.6'(WDL'H1•La/2)= WALL DEAD LOAD= 0.6.12 psf'8 ft'16.27 ft/2= 469 Ibs 2nd FLOOR DEAD LOAD= 0.6'FDL'W2'L2/8= . 2nd FLOOR DEAD LOAD= 0.6'10 psf'21.16 ft'20.19 It/8= 320 Ibs 1st FLOOR DEAD LOAD= 0.6•FDL'W1'Ls/8= 1st FLOOR DEAD LOAD= 0.6'10psf'14.52ft'16.27ft18= 177Ibs TOTAL DEAD LOAD= 469 Ibs+3201bs+177 Ibs= 967 Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT,INCLUDING ABOVE WALL(S) 7525 Ibs-967 Ibs-1063 Ibs= 5495 Ibs ENDWALL SECOND FLOOR CORNER: WALL DEAD LOAD= 0.6'(WDL'H2•W212)= WALL DEAD LOAD= 0.6'12psf'8ft'21.16ft12= 6101bs GABLE WALL DEAD LOAD= 0.6'(WDL'(Hl2)'W/2)= GABLE WALL DEAD LOAD=0.0-12wf•(0i1211(21.18ftl2)12)'(21.16ft)l2= 2361bs TOTAL DEAD LOAD=610 Ibs+2361bs= 846 Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT 31621bs-846 Ibs= 2336 Ibs ENDWALL FIRST FLOOR CORNER: WALL DEAD LOAD= 0.6*(WOL•H1'W1/2)= WALL DEAD LOAD= 0.6'12 psf'8 ft'14.52 ft l2= 419 Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT,INCLUDING ABOVE WALL(S) 9876 Ibs-419 Ibs-846 Ibs= 8611 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 28 of 29 RU01411403031Sh.aruldLEOACY 2-STORY HOUSE SHEARWALL.2001 WFCM 8 ASCE-7-05A, 5/5/2gy SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) SECOND FLOOR CORNER HOLDDOWNS UPLIFT FORCE= 3182 Ibs(MAX.OF SECOND FLOOR UPLIFT FORCES) SECOND FLOOR DEAD LOAD(DL,)=10631bs+8461bs= 1909 Ibs HOLDDOWNFORCE= 31821bs-19091bs= 12731bs CHECK FASTENERS: 8d NAIL Z= 110 Ibs 1273 Ibs 1110 Ibs I FASTENER= 11.57 FASTENERS USE(12)8d NAIL(S)EACH END USE A USP R5100 STRAP WITH(12)8d NAILS)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 1273 Ibs SECOND FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR(Z)= 191 Ibs MAX CORNER STUD CONNECTION LOAD= 2336 Ibs NAIL SPACING(2 ROWS)= 2'H'Z =2'8 ft'191 Ibs= 15 In O.C. U 2336 Ibs (16'MAX) #OF 114'DIA.LAG SCREW REQUIRED= U = 2336 Ibs = 11 LAG SCREWS Z 224 Ibs (6 MIN) FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 15"ON CENTER OR USE(11)114"DIA.LAG SCREWS FIRS7:FLOOR HOLDDOWNS UPLIFT FORCE= 9876 Ibs(MAX.OF FIRST FLOOR UPLIFT FORCES) FIRST FLOOR DEAD LOAD(OLD)=967 Ibs+1063 Ibs+8461bs+419 Ibs= 3295 Ibs HOLODOWN FORCE= 9876 Ibs-3295 Ibs= 6581 Ibs USE A(2)USP STAD14RJ AT EACH BUILDING CORNER OR EQUAL [MIN.HOLD-DOWN SPACING=2 x ANCHOR EMBEDMENT] OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 6581 Ibs FIRST FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR(Z)= 191 Ibs MAX CORNER STUD CONNECTION LOAD= 8611 Ibs NAIL SPACING(2 ROWS)= 2'H'Z =2'8 ft'191 Ibs= 4 In O.C. U 8611 Ibs (16-MAX) #OF 112'DIA.LAG SCREW REQUIRED= U = 8611 Ibs = 16 LAG SCREWS Z 560 Ibs (6 MIN) I FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 4"ON CENTER OR USE(16)1/2"DIA.LAG SCREWS PREPARED BY: BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD,SURE 203-8 RALEIGH,NC 27615 Page 29 of 29 P12014114030315hearcaWLEGACY 2-STORY HOUSE SHEARWALL-2001 WFCM A ASCE.7.05ads 5/5/2AJ4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) 2nd FLOOR SIDEWALL ~ 1 4 2nd FLOOR ENDWALL 1st FLOOR SIDEWALL 1st FLOOR ENDWALL L W BUILDING INFORMATION:.. JOB NUMBER= 140303 PLAN NAME I NUMBER= LEGACY 0#4676 FIRST FLOOR WIDTH(Wi)= 25 ft SECOND FLOOR WIDTH(W2)= 25 ft FIRST FLOOR LENGTH(Lt)= 24 ft SECOND FLOOR LENGTH(1-2)= 24 ft ROOF SPAN= 25 It TRUSS SPACING(TOC)= 16 In STUD SPACING(SOC)_ 16 In WIND SPEED(V33)= 120 mph ' EXPOSURE FACTOR= C MEAN ROOF HEIGHT ADJUSTMENT FACTOR(CMRH)= 1.296 WALL HEIGHT ADJUSTMENT FACTOR(CWH)= H/8= 1.000 SHEARWALLSUMMARY: :::;:_>:;: SHEATHING FASTENING MUST USE THE MORE RESTRICTIVE FASTENING OF THAT SPECIFIED FOR SHEARWALL SHEATHING FASTENING AND SHEATHING SUCTION FASTENING "Ild"AND"Ild COMMON"DENOTE 0.131"x 2.5"NAIL FIRST FLOOR ENDWALL#1:7116'OSB EXTERIOR(BLOCKED)wl 1P2'GWB INTERIOR LEFT END WITH 8d COMMON NAILS SPACED AT 6"EDGE FIRST FLOOR ENDWALL#2:COMMON WALL WITH 1st FLOOR ENDWALL OF HOUSE STRUCTURE FIRST FLOOR SIDEWALL#1:7/16'OSS EXTERIOR(BLOCKED)W/112'GWB INTERIOR REAR SIDE WITH ed COMMON NAILS SPACED AT 6"EDGE FIRST FLOOR SIDEWALL#2:7/16"OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR FRONT SIDE WITH Bd COMMON NAILS SPACED AT 4"EDGE SEGMENTED SHEARWALL SECOND FLOOR ENDWALL#1:7/16'OSB EXTERIOR(BLOCKED)W11/2"GWB INTERIOR LEFT END WITH 8d COMMON NAILS SPACED AT 6"EDGE SECOND FLOOR ENDWALL#a:COMMON WALL WITH 2nd FLOOR ENDWALL OF HOUSE STRUCTURE SECOND FLOOR SIDEWALL 91:7116'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR REAR SIDE WITH Bd COMMON NAILS SPACED AT 6"EDGE PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 Page 1 of 30 RALEIGH,NC 27815 P:1201d11E000715hear tlLEGACY2•STORYGARAGESHEARWALL•2001WFCM&ASCE•7.05,fa 515gR14 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SHEATHING SUMMARY: ROOF SHEATHING:7/16"OSB(UN-BLOCKED)w/8d NAILING @ 6"/12' CEILING SHEATHING:12'GWB(UN-BLOCKED)wl FASTENERS @ 7"/7' 2nd FLOOR SHEATHING:19/32'MIN.OSB(UN-BLOCKED)w/Bd NAILING @ 6'/12' SHEATHING SUCTION FASTENING: FOR ROOF ZONE 1:USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 12 In O.c. FOR ROOF ZONE 2:USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 9 in ox. FOR ROOF ZONE 3(CORNER):USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 71n ox, FOR ROOF ZONE 30H(CORNER OVERHANG):USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 51n ox. FOR WALL ZONE 4:USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 12 in G.c. FOR WALL ZONE 5:USE 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 12 In o.c. EDGE DIMENSION,Z= 3 fl CONNECTION SUMMARY: ` i: ""CONNECTIONS TO-BE AS SPECIFIED OR EQUIVALENT .UPLIFT CONNECTIONS:: REQUIRED TRUSS TIE DOWN:USE A USP RT16A EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 622lbs SECOND&FIRST FLOOR SIDEWALL#1 UPLIFT CONNECTIONS: G2SW#1 STUD TO TOP PLATE CONNECTION:USE A 1.5"x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 621 Ibs G2SW#1 STUD TO FLOOR BAND:USE A 1.5'x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 545lbs SW#i FLOOR BAND TO G1SW#1 CEILING BAND:USE A 1.5'x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 546lbs G1SW#1 STUD TO CEILING BAND:USE A 1.5'x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 495 Ibs GlSW#1 STUD TO RIMBAND:USE A 1,5'x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 go,STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 419 Ibs i1SW#1 RIMBAND TO SILL PLATE CONNECTION:USE USP RS150 STRAP(S)WITH(13)8d NAIL(S)EACH END(12 EACH STRAP) WRAPPED AROUND THE SILL PLATE AT EACH ANCHOR BOLT(52 In o.c.MAX) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 1370 Ibs AT THAT SPACING FIRST FLOOR SIDEWALL#2 UPLIFT CONNECTIONS: G1SW#2 FLOOR STUD TO TOP PLATE:USE A 1.5'x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 621 Ibs G1SW92 FLOOR STUD TO RIMBAND:USE A 1.5'x 20 ga.STRAP EACH STUD WITH(5)8d NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 645 Ibs 31SW#2 RIMBAND TO SILL PLATE CONNECTION:USE A 1.5'x 20 ga.STRAP WITH(5)8d NAIL(S)EACH END OR WITH(11)16 ga.STAPLE(S)EACH END . WRAPPED AROUND THE SILL PLATE AT EACH ANCHOR BOLT(151n.o,c.MAX) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 5131bs AT THAT SPACING LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION:USE(0)0.131'x 2.5'COMMON NAIL(TOENAILED)PER TRUSS i PLATE TO PLATE CONNECTION:ATTACH WITH 0.131'x 2.5'COMMON NAIL(FACE NAILED)AT 7"ON CENTER PLATE TO STUD CONNECTION:USE(2)0.162'x 3,5'COMMON NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION:ATTACH WITH 0.131"x 2.5'COMMON NAIL(FACE NAILED)AT 7"ON CENTER PREPARED BY: BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD,SUITE 104 Page 2 Of 30 RALEIGH,INC 27615 5/!g8014 PA2 014114 0 7 0 31slwaruldLEGACY 2-STORY GARAGE SHEARWALL-2001WFCM&ASCE-7-05As SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) TOP PLATE SPLICES r:::..:.::: :.::: �:>,.,..r::•..•:..;::....,.::..,..,,...:.:..... TOP PLATE SPLICES SHALL BE A MINIMUM OF 1 Owl(2)ROWS 16d(0.162'x 3.5'COMMON NAIL(FACE NAILED))3"ox OR A MINIMUM OF 3 ft wl(2)ROWS 16d(0.162'x 3.5'COMMON NAIL(FACE NAILED))12"o.c S HEAR CONNECTIONS SECOND FLOOR-LEFT ENDWALL(G2EW#i) UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 4'O.C. (AND SHEATHING TO TRUSS BOTTOM CHORD)OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 285 pit UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 4"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 285 pit ALTERNATE:FASTEN SHEATHING TO BAND WITH 1'W IDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF Bd NAILS AT 8'O.C. TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION:USE 0.162'x 3.6"COMMON NAIL(TOENAILED)@ 16'ON CENTER OR USE(1)USP MP4F PLATE @ 72"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 1356 IDS BOTTOM/TOP PLATE CONNECTION:USE 0.162'x 3.5"COMMON NAIL(TOENAILED)AT 9'ON CENTER OR USE(1)USP MP4F PLATE @ 34"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 4764 ibs SECOND FLOOR-REAR SIDEWALL(G2SWil1) UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 6"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 120 Pit UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 8'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 120 pH ALTERNATE:FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF Sd NAILS AT 6-O.C. BOTTOM/TOP PLATE CONNECTION:USE 0.162'x 3.5'COMMON NAIL(TOENAILED)@ 11"ON CENTER OR USE(1)USP MP4F PLATE @ 40'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 3925 ibs FIRST FLOOR-LEFT ENDWALL(G1EW111) UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 5"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 191 pit UNIT UPLIFT SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF Bd NAILS AT 5'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 191 pit ALTERNATE:FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 PSI MINIMUM CONSTRUCTION ADHESIVE RIMBAND TO SILL PLATE CONNECTION:USE 0.162'x 3.5'COMMON NAIL(TOENAILED)@ 6"ON CENTER OR USE(1)USP MP4F PLATE @ 22'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 73201bS SILL PLATE TO FOUNDATION CONNECTION:USE 112'ANCHOR BOLTS @ 46'O.0 OR USE 518-ANCHOR BOLTS @ 69'O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7320 Ibs FIRST FLOOR SIDEWALLS UNIT SHEAR SHEATHING TO FLOOR BAND:USE SHEATHING CONNECTION WITH 1 ROW(S)OF 6d NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 464 pit UNIT UPLIFT SHEATHING TO FLOOR BAND;USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 2'O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 464 PIT ALTERNATE:FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE 1SW#1 RIMBAND TO SILL PLATE CONNECTION:USE 0.162'x 3.5-COMMON NAIL(TOENAILED)@ 7-ON CENTER OR USE(1)USP MP4F PLATE @ 27-ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs 1SW#1 SILL PLATE TO FOUNDATION CONNECTION:USE 1/2'ANCHOR BOLTS @ 52'O.0 OR USE 518'ANCHOR BOLTS @ 72'O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs . 1SW#2 RIMBAND TO SILL PLATE CONNECTION:USE 0.162'x 3.5'COMMON NAIL(TOENAILED)@ 2'ON CENTER OR USE(1)USP MP4F PLATE @ 9-ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs 1SW#2 SILL PLATE TO FOUNDATION CONNECTION:USE 112"ANCHOR BOLTS @ 15'O.0 OR USE 5/8'ANCHOR BOLTS @ 25'O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 Page 3 of 30 RALEIGH,NO 27615 5/31?014 P020H711030RSnsarwIdLEOACY 2-STORY GARAGE SHEARWALL-200i WFCM a ASCE•7-05.ds SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) HOLDDOWN CONNECTIONS .; ....:.:..:..:..... ..........;,.,_ .,. SECOND FLOOR CORNER HOLDDOWN:USE A USP RS100 STRAP WITH(13)8d NAIL(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 14231bs SECOND FLOOR CORNER STUD CONNECTION:FASTEN CORNER STUDS 2 ROWS OF 18d COMMON NAILS Q 16'ON CENTER OR USE(10)1/4'DIA.LAG SCREWS FIRST FLOOR CORNER HOLDDOWN:USE A USP STAD10RJ AT EACH BUILDING CORNER OR EQUAL OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 23521bs FIRST FLOOR CORNER STUD CONNECTION:FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS Q 11-ON CENTER OR USE(15)1/4'DIA.LAG SCREWS APPLICABILITY LIMITATIONS: ..:. MEAN ROOF HEIGHT MRH = 23.80 It PER HAND CALCULATIONS NUMBER OF STORIES= 2 FIRST FLOOR WIDTH(W1)= 25 ft SECOND FLOOR WIDTH(WO= 25 It FIRST FLOOR LENGTH(1-1)= 24 It SECOND FLOOR LENGTH(1-2)= 24 It BUILDING ASPECT.RATIO(LAN)= 0.96 FLOOR JOIST DEPTH= 9.25 In MAX.VERTICAL FLOOR OFFSET= 0 In FLOOR ASPECT RATIO(L/W)= 0.98 MAX.FLOOR DIAPHRAGM OPENING WIDTH= 0 ft MAX.FLOOR DIAPHRAGM OPENING LENGTH= 0 R FIRST FLOOR HEIGHT(H1)= B ft SECOND FLOOR HEIGHT(H2)= 8 ft CEILING ASPECT RATIO(LAN)= 0.96 MIN.SHEARWALL SEGMENT(H/3.5)= 2.29 ft (HIGH)ROOF PITCH= 3.875 112 DESIGN MEETS LIMITATIONS OF THE WFCM METHODOLOGY PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 Page 4 of 30 RALEIGH,NC 27815 5/5ffl14 P.12014W030315h-6—I&EGACY 2-STORY GARAGE SHEARWALL-2001 WFCM A ASCE-7-05.Hs SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS UPLIFT STRENGTH; SHEAR STRENGTH: USP RT4 U= 345 Ibs F2= 180 Ibs USP RT5 U= 450 Ibs F2= 225 Ibs USP RT16A U= 1160 Ibs F2= 645 Ibs 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 100 psi(END-GRAIN) 200 psi MINIMUM CONSTRUCTION ADHESIVE Z= 200 psi(FACE) FLAT STRAPS FASTENERS:8d NAIL 16 ga.STAPLE 1.5'x 26 ga,STRAP Z= 405 Ibs Z= 76.7 49.9 Ibs 1.5'x 22 ga.STRAP Z= 810 ibs Z= 127.2 48.6 Ibs 1.5'x 20 ga.STRAP Z= 973 Ibs Z= 127.3 48.3 Ibs USP RS100 STRAP Z= 1430lbs Z= 110 N/Albs USP RS150 STRAP Z= 1795lbs Z= 112 N/Albs HOLDDOWNS w/1 112"EDGE DISTANCE MINIMUM 8"STEM WALL ASSUME 3000 psi Fc CONCRETE USP LSTADBRJ Z= 2226lbs USP STADIORJ Z= 3270lbs USPSTAD14RJ Z= 4960lbs (2)USP STAD14RJ Z= 9920lbs 112"DIA.THRU BOLT Z= 623 Ibs 112'ANCHOR BOLT Z= 1056 Ibs 518'ANCHOR BOLT Z= 1488 Ibs 1/4"DIA.LAG SCREW Z= 224 Ibs 0.131'x 2.5'COMMON NAIL(FACE NAILED) Z= 100 Ibs 0.131-x 2.5'COMMON NAIL(TOENAILED) Z= 83 ibs 0.13l'x 2.5'COMMON NAIL(ENONAILED) Z= 67 Ibs 0,162'x 3.5"COMMON NAIL(TOENAILED) Z= 156 Ibs 0.162"x 3.5'COMMON NAIL(FACE NAILED) Z= 191 Ibs 0.162'x 3.5'COMMON NAIL(ENDNAILED) Z= 128 Ibs 8d COMMON NAIL(FACE NAILED),7116'SIDE MEMBER Z= 95 Ibs 0,131'x2.5"COMMON NAIL(FACE NAILED) Z= 69lbsp1I6-SI0E;wrrHDRAWAL) (1)USP MP4F PLATE Z= 555 Ibs 1/2'GW B(UN-BLOCKED)w/FASTENERS @ 777' Z= 70 pif 7/16'OSB(UN-BLOCKED)wl 8d NAILING @ 6.112- Z= 296 pif 7/16-OSS(BLOCKED)w/Bd NAILING @ 67112- Z= 328 pif 19/32'MIN.OSB(UN-BLOCKED)wl8d NAILING @ 6.112' Z= 309 pif 19/32'MIN.OSB(BLOCKED)w/8d NAILING @ 6712' Z= 347 pif 7/16-OSB(BLOCKED)w/8d NAILING @ 6'/12'&4'G.c.@ PERIMETER Z= 437 pif 19/32-OSB(BLOCKED)w/ed NAILING @ 6-/12'&4'G.c.@ PERIMETER Z= 461 pif 19132.OSS(BLOCKFO)W 8d NAILING @ 4.112-&2112-of a PERIMETER,DOUBLE FRAMING Z= 694 plf NOTE:SIMPSON CONNECTORS&FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME OF1SP VALUES PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 5 of 30 P.12014%140303%She.ruIdLEGACY 2-STORY GARAGE SHEARWALL-2001 WFCM&ASCE-7-05M 5/51M4 1 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) DESIGN UPLIFT-LOADS ;. .z ROOF$CEILING ASSEMBLY DEAD LOAD= 15 psf WALL DEAD LOAD(W DL)= 12 psf 2nd FLOOR DEAD LOAD(FDL2)= 10 psf 1s(FLOOR DEAD LOAD(FDL1)= 0 psf ROOF SPAN(RS)= 25 I( TRUSS SPACING(TOC)= 16 In STUD SPACING(BOG)= 16 In FIRST FLOORHEIGHT(H1)= 8 a SECOND FLOOR HEIGHT(H,)= 8 B UPLIFT CONNECTION LOAD: PER TABLE 2.2A,2001 WFCM AT 16'(wup')= 403 plf wup=wup"CMRH-0.6'RDL'RS/4= wup= 403plf'1.290-0.6'15psf'25n/4= 466p1f REQUIRED TRUSS TIE DOWN: Pw=ww'TOC= P,y=466 plf'16 In/12= PW= 622 Ibs USE A USP RT16A EACH TRUSS OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 622lbs REQUIRED SIDEWALL STUD TIE DOWN LOADING: ' G2SW#1 STUD TO TOP PLATE CONNECTION: P2b=W.*SOC= 466'16/12= 621 Ibs GISW#2 FLOOR STUD TO TOP PLATE: 621 Ibs G2SW#1 STUD TO FLOOR BAND: P2M=P2b-0.6'WDL'H2 SOC= P2.=621 lbs-0.6'12 psf'BR'16In/12= 645lbs G1SW#2 FLOOR STUD TO RIMBAND: 645 Ibs G2SW#1 FLOORBANDTO GlSWM1 CEILING BAND: Pyle= P2f= 546 lbs G1SW#1 STUD TO CEILING BAND: P1,y=P2„-0.6'FDL2'W2/4'SOC= P1m=545 Ibs-0.6'10 psf'25 fl/4'16 In/12= Ptm= 495lbs G1SWMI STUD TO RIMBAND: PtD=P,,0.6'WDL'Ht'SOC= Pt,=4951bs-0.6'12psf'8f1'161n/12= 419 lbs CHECK FASTENERS: ad NAIL Z= 127.3 Ibs 621 Ibs 1127.3 Ibs I FASTENER= 4.BB FASTENERS USE(5)ad NAIL(S)EACH END 16 ga.STAPLE Z= 48.3 Ibs 621 Ibs 148.3 Ibs/FASTENER= 12.86 FASTENERS USE(13)16 ga.STAPLES)EACH END USE A 1.5"x 20 ga.STRAP EACH STUD WITH(5)ad NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 621 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 6 of 30 P:@014%140303%$Narc iftEGACY2-STGRYGARAGESHMWALL.2001WFCMSASCE-7-0S.ds 5/5/2214 , SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) G1SW#1 RIMBAND TO SILL PLATE CONNECTION: 1SW#1 UPLIFT ATRIMBANO: P1fb= 419 Ibs STUD SPA.= 1.33 8 Wtfb= 316 pif ANCHOR SOLTSPACING ALONG GISW#1= 521n UPLIFT AT A.B.SPACING= 1370 Ibs CHECK FASTENERS: ad NAIL Z= 112 Ibs 1370 Ibs 1112 Ibs/FASTENER= 12.23 FASTENERS USE(13)8d NAIL(S)EACH END(112 EACH STRAP) USE USP RS160 STRAP(S)WITH(13)ad NAIL(S)EACH END(112 EACH STRAP) WRAPPED AROUND THE SILL PLATE AT EACH ANCHOR BOLT(521n o.c.MAX) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 1370 Ibs AT THAT SPACING CHECK BENDING IN RIMBAND: DBL.200 SPF#2 RIMBAND DESIGN VALUES: SECTION MODULUS(S)= 42.78 In ALLOWABLE BENDING(fb)= 875 psi mm= �OCZ= 8 MMAz=419 plf•(52/12IV= 11802 In-Ibs 8 APPLIEDfb= A,�„"„ = 118021n-Ibs= 276 psi S 42.781nA3 ALLOWABLE BENDING(fb)= 875 psi > APPLIED fb= 276 psi DBL 2x10 SPF#2 RIMBAND IS OK G1SW#2 RIMBAND TO SILL PLATE CONNECTION: G1SW#2 UPLIFT ATRIMBAND: P1fb= 545lbs STUD SPA.= 1.331t I Wtib= 410 pif ANCHOR BOLT SPACING ALONG G1SW#1= 15 in UPLIFTATA.B,SPACING= 513 ibs CHECK FASTENERS: ad NAIL Z= 127.3 Ibs 513 Ibs 1127.3 Ibs/FASTENER= 4.03 FASTENERS USE(5)ad NAIL(S)EACH END 16 ga.STAPLE Z= 48.3 Ibs 513 Ibs/48.3 Ibs I FASTENER= 10.62 FASTENERS USE(11)10 ga.STAPLE(S)EACH END USE A 1.5"x 20 ga.STRAP WITH(5)ad NAILS)EACH END OR WITH(11)16 ga.STAPLES)EACH END WRAPPED AROUND THE SILL PLATE AT EACH ANCHOR BOLT(15In.o.c.MAX) OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 613 Ibs AT THAT SPACING PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 Page 7 of 30 RALEIGH,NC 27615 P.120140403031Sh]4rmW.EGACY 2-STORY GARAGE SHEARWALL.2001 WFCM 6 ASCE.7-05b] 5/5/4014 r , SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) LATERAL LOAD AT ROOF/CEILING DIAPHRAGM ROOF SPAN= 25 R ROOF PITCH= 3.875 112 WIND PERPENDICULAR TO RIDGE: PER TABLE 2.5A,2001 WFCM AT 25'(W-pet)= 87 plf W-per= W-par"CMRH'CWH= 113pif W-per= 87 plf'1.296'1= WIND PARALLEL TO RIDGE: PER TABLE 2.68,2001 WFCM AT 25'(wl-pars')= 92 plf M-para= vA-para"CMRH'CWH= W-para= 92 pif'1.296'1= 120p1f LATERAL LOAD AT FLOOR DIAPHRAGM WIND PERPENDICULAR TO RIDGE: PER TABLE 2.5A,2001 WFCM FLI-per•= 219 plf FU-per= FLI-per"CMRH'CWH= FLI-per= 219 pif'1.296'1= 284 plf WIND PARALLEL TO RIDGE: PER TABLE 2.513,2001 WFCM FLI-para'= 149 pif FLI-para= FLI-para"CMRH'CWH= FLI-para= 149 pif'1.295'1= 194 pif PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 Page 8 of 30 RALEIGR,NC 27815 5/'� P:120141140303151rearraklLEGACY 2-STORY GARAGE SHEARWALL-2001MCM 8 ASCE-7-05�rs 515AO 14 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) LATERAL FRAMING CONNECTION LOADS FROM WIND: (FOR ROOF-TO-PLATE,PLATE-TO-PLATE,PLATE-TO-STUD,AND PLATE-TO-FLOOR) PER TABLE2.1,2001 WFCMYA-wall'= 132 pif wl-wall= WI-wall"CMRH= wl-wall= 132 pH'1.296= 171 pif TRUSS MULTIPLIER= 1.33 STUD MULTIPLIER= 1.33 . TRUSS TO TOP PLATE CONNECTION: PC=W'.*M2,= 171 Of 1.33= 228 Ibs TRUSS CONNECTION:USP RT16A F2= 545 Ibs Pc=P-F2= Pc=228 Ibs-545 Ibs= Pc= -317 Ibs #OF 0.131'x 2.5'COMMON NAIL(TOENAILED)REQUIRED= Ps = -317lbs = 0 NAILS Z 83lbs USE(0)0.131"x 2.5"COMMON NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION: SPACING OF 0.131'x 2,5"COMMON NAIL(FACE NAILED)= Z'12 = 100 Ibs'12= 7 In O.C. wk� 171 plf (16'max) ATTACH WITH 0.131"x 25'COMMON NAIL(FACE NAILED)AT 7"ON CENTER PLATE TO STUD CONNECTION: " pc=w,,,�'Mta= 171 plf'1.33= 228 Ibs #OF 0.162"x 3.5'COMMON NAIL(ENDNAILED)REQUIRED= pc = 228 Ibs = 2 NAILS Z 128lbs USE(2)0.162"x 3.5"COMMON NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION: SPACING OF 0.131"x 2.5'COMMON NAIL(FACE NAILED)= Z'12 = 100Ibs'12= 7 In O.C. w"'A 171 pif (16'max) ATTACH WITH 0.131"x 2.5"COMMON NAIL(FACE NAILED)AT 7"ON CENTER TOP PLATE SPLICE LENGTH STRUCTURE WIDTH(W)= 25 It ADJUSTED W= 10.75 It STRUCTURE LENGTH(L)= 24 8 0.162'x 3.5'COMMON NAIL(FACE NAILED) Z= 191 Ibs ROOF DIAPHRAGM LOADING(wl-per)= 113 plf FLOOR DIAPHRAGM LOADING(FLI-per)= 254 pif FLOOR DIAPHRAGM LOADING CONTROLS CONTROLLING LOADING: 284 pif DIAPHRAGM CHORD FORCE= T= er' 2= 284 plf'2411^2= 1091 Ibs 81W 8.18.75ft REQUIRED SPLICE LENGTH(w/(2)16d 3'o.c.):T'3'112'1 ft= 1091 lbs'3"/12"/It 1 It 2•Z 2'191 Ibs/NAIL REQUIRED SPLICE LENGTH(wl(2)16d 12'o.c.):T'12'/12'I ft= 1091 Ibs'12"/12"/ft= 3 ft 2'Z 2'191 Ibs/NAIL TOP PLATE SPLICES SHALL BE A MINIMUM OF 1 ft wl(2)ROWS 16d(0.162"x 3.5"COMMON NAIL(FACE NAILED))3"o,c OR A MINIMUM OF 3 R w/(2)ROWS 16d(0.162"x 3.5"COMMON NAIL(FACE NAILED))12"o.c PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 - Page 9 Of 30 RALEIGH,NC 27615 5/W$014 P.%20141140303tS0aafwMEGACY 2-STORY GARAGE SHEARWALL-2001 W FCM 8 ASCE-7-05A5 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) ROOF DIAPHRAGM SHEATHING REQUIREMENTS ROOF SPAN(RS)= 25 ft ROOF LENGTH(RL)= 24 It ROOF PITCH= 4/12 ROOF ANGLE(RA)= 17.9° km= 113 plf STANDARD ROOF SHEATHING= 7/16-OSB(UN-BLOCKED)wl8d NAILING @ 6112' ROOF SHEATHING SHEAR CAPACITY(v;)= 296 plf STANDARD CEILING SHEATHING= 1/2'GWB(UN-BLOCKED)W/FASTENERS @ 777' CEILING SHEATHING SHEAR CAPACITY(vj 70 plf MAX DIAPHRAGM SHEAR(v)= L•wlce,/2= 24 ft'113 plf 12= 55 plf RS 2511 NET DIAPHRAGM SHEAR CAPACITY(v)=v,+v,= 296 plf+70plf= 366pif DIAPHRAGM SHEAR CAPACITY < STANDARD ROOF/CEILING DIAPHRAGM REQUIRED=55 pit CAPACITY=366 pit STANDARD ROOFICEILING DIAPHRAGM OK 2nd FLOOR DIAPHRAGM SHEATHING REQUIREMENTS BUILDING WIDTH(W)= 25 It ADJUSTED W= 18.75 ft BUILDING LENGTH(L)= 24 It FLU= 284 plf STANDARD FLOOR SHEATHING= 19/32-MIN.OSB(UN-BLOCKED)wl8d NAILING @ 6'/12- FLOOR DIAPHRAGM SHEAR CAPACITY(v1)= 309 plf MAX FLOOR DIAPHRAGM SHEAR(v)= L'FLI-12= 24 It'284 Oil 2= 182 pif W 18.75 ft i DIAPHRAGM SHEAR CAPACITY STANDARD ROOFICEILING DIAPHRAGM REQUIRED=182 pit CAPACITY=309 pit STANDARD FLOOR DIAPHRAGM OK PREPARED BY; , BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 10 of 30 PA2014H403031SNOTO LLEGACY2-STORYGARAGESHEARWALL-2001WFCKI6ASCE-7-05-49 51517!($14 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) SHEATHING SUCTION CONNECTION(PER 2001 WFCM,TABLE 2.4,pp.69) TRUSS SPACING(TOC)= 16 in O.C. STUD SPACING(SOC)= 16 In O.C. 0.131"x 2.5'COMMON NAIL(FACE NAILED) 69 Ibs(7116"SIDE MEMBER;WITHDRAWAL) Z= 3ft MEAN ROOF HEIGHT ADJUSTMENT FACTOR(CMRH)= 1.296 FOR ROOF ZONE 1(FIELD): p'= 46.6 psf p=p"CMRH p=26.6 psf'1.296 p= 34.48 psf TRUSS LOADING=34.48 psf x 16"o.c./12"/ft= 46 plf 46 pIf = 0.7 FASTENERS/ft= 171n D.C. 69lbs/FASTENER MAXALLOWABLE SPACING: :.12 1.O,C. USE 0.131"x 2.5"COMMON NAIL(FACE NAILEDI AT 121n o.c. FOR ROOF ZONE 2(EDGE): p'= 51Aps( p=p"CMRH p=51.4 psf'1.296 p= 66.62 psf TRUSS LOADING=66.52 psf x 16"o.c./12"/It= 89 pIf 89 Plf = 1.3 FASTENERS/ft= 9 In O.C. 69Ibs/FASTENER MAX ALLOWABLE SPACING: in O.C. USE 0.131"x 2.5"COMMON NAIL(FACE NAILEDI AT 91n o.c. FOR ROOF ZONE 3(CORNER): p'= 67.2 psf p=p'•CMRH p=67.2 psf'1.296 p= 87.1 psf TRUSS LOADING=87.1psfx16"o.c./12"Ift= 116pif 116 pIf = 1.7 FASTENERS Ift= 7 In O.C. 69 Ibs/FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0131"x 2.5"COMMON NAIL(FACE NAILEDI AT 71n o.c, FOR ROOF ZONE 30H(CORNER OVERHANG): p'= 83.6 psf p=W•CMRH p=83.5 psf'1.296 p= 108.22 psf TRUSS LOADING=108.22 psf x 16"o.c./12"/ft= 144 pIf 144 pit = 2.1 FASTENERS I ft= 5 in O.C. 69lbs/FASTENER MAX ALLOWABLE SPACING: .12 in O.C. USE 0131"x 2.5"COMMON NAIL(FACE NAILEDI AT 5 In o.c. PREPARED BY: BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 11 of 30 P.4201411403030walmkLLEGACY 2-STORY GARAGE SHEARWALL-2001WFOM 8 ASCE-1-05As 5/5/M4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (par2001 WFCM) FOR WALL ZONE 4(FIELD): P'= 28.9 psf p=p-CMRH p=28.9 psf'1296 p= 37.46 psf STUD LOADING=37.46 psf x 16"o.c./12"1 ft= 50 plf 50p1f = 0.8 FASTENERS/ft= 15InD.C. 69 Ibs/FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0.131"x 2.5"COMMON NAIL(FACE NAILED)AT 12 In c.c. FOR WALL ZONE 5(EDGE): p'= 35.6 psf p=p''CMRH p=35.6 psf'1.296 P= 46.14 psf STUD LOADING=46.14 psf x 16"o.c./12"1111= 62 plf 62 pif = 0.9 FASTENERS I ft= 13 In O.C. 69 Ibs/FASTENER MAX ALLOWABLE SPACING: 12 In O.C. USE 0 131"x 2 5"COMMON NAIL(FACE NAILED)AT 12 In o.c. SECOND FLOOR ENDWALL#1 SHEATHING LENGTH REQUIREMENTS LEFT END FIRST FLOOR LENGTH(W1)= 25 ft SECOND FLOOR LENGTH(W2)= 25 ft FIRST FLOOR LENGTH(L1)= 24 It SECOND FLOOR LENGTH(1-2)= 24 ft SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.3111 FULL HEIGHT SHEATHING PROVIDED A)= 9.34 ft 2nd FL.PERCENTFULL HEIGHT SHEATHING= 37% 2nd FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 ft SHEAR ADJUSTMENT FACTOR(C,)= 0.51(TABLE 2305.3.7.2,IBC) 2nd FL,NUMBER OF SHEARWALLS(N"w)= 2 ! ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(R,w)=L2 N"+ADDITIONAL= R�=24 It 113 plf/2+0 ibs= 1356 Ibs MIN.LENGTH SEGMENTED SHEARWALLS(Ls„,)=R_q/V= 1356 Ibs 1436 plf= 3.11 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED ENDWALL=Lm ICo=3.11 ft/0.51= 6.10 It PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=6.1 ft PROVIDED=9.34 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 12 of 30 P.12014g4000T5hear IdLEGACY2-STORY GARAGE SHEARWALL-2001WFCM6ASCE-1-05As 6/6/4614 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V,_(3 F, /4)`L= 3/4.284 piF`24 ft= 2556 Ibs 2 2 #1/2'DIA.THRU BOLT= V, = 2556 Ibs = 5 BOLTS ZIRBOLT 623lbs USE A MIN.OF(6)1/2"DIA.THRU BOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIM9AND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) T= F.,.'W 194pIF'25ftA2=_ 632Ibs 8'L2 8'24ft CHECK FASTENERS: 8d NAIL Z= 127.2 Ibs 632Ibs/127.21bs/FASTENER= 4.97 FASTENERS USE(5)Rd NAIL(S)EACH END 16 ga.STAPLE Z= 48.6 Ibs 632Ibs/48.6 Ibs/FASTENER= 13 FASTENERS USE(13)16 go.STAPLE(S)EACH END USE A 1.5"x 22 ga.STRAP WITH(5)Rd NAIL(S)EACH END OR WITH(13)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 632Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27815 Page 13 of 30 P:12014V 400071shaa=lcLLEGACY MTORY GARAGE SHEARWAL-2001MCM A ASCE-7-05]fe 5/5/W 4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR ENDWALL#1: UPLIFT DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(£Li)= 9.34 It SHEARWALL ADJUSTMENT FACTOR(Go)= 0.51 SHEARWALL REACTION(R„a)= 1356 Ibs WALL HEIGHT 0)= 8 It UPLIFT FORCE(UE2)= R„41x H = X L1 x Co UF2=1356 Ibs x 8 ft = 2278 Ibs 9.34 8 x 0.51 SEE PAGE26 FOR CONNECTION DESIGN COND FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS BR /BR3END FIRST FLOOR WIDTH(WI)= 25 ft SECOND FLOOR WIDTH(W2)= 25 ft FIRST FLOOR LENGTH(LI)= 24ft SECOND FLOOR LENGTH(1.2)= 24 ft SHEARWALL TYPE:7/16"OSB EXTERIOR(BLOCKED)W/112"GWB INTERIOR EATHING EDGE Sd NAIL SPACING= 6 In O.C.(Bd NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)- 436 plf MIN.SH RWALL SEGMENT LENGTH- 2.3 ft FULL HEIGHTS ATHING PROVIDED(SL,)= 12.542 ft 2nd FL.PERCENT F HEIGHTSHEATHING- 26% 2nd FL.MAX.UNRESTRAtN OPENING HEIGHT= 6.83 ft SHEAR ADJUSTiv T FACTOR(C,)= 0.462(TABLE2305.3.7.Z I ) 2nd FL.NUMBER OF SHEA ALLS(Nm,j= 2 ADDITIONAL LLLOAD- 0lbs SHEARWALL REACTION 2)=L2'v4.,e,/N,y+ADDITI L- R, =24ft1113plf/2+0 = -bs 0 bs MIN.LENGTH SEGMENTED SHEARWALLS(L,vv)_ /V= 366 Ibs/436lbs= 3.11 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED DWALL=L f C -3.11 ft f 0.462= 6.74 ft PERFORATED FULL HEIGHT SHEATHING < ERFORATED FULL HEIGHTSHEATHING REQUIRED=6.74 P VIDE13-12.54ft NOWALL SHEARWALLS OK ALL RIOR SHEATHING TO BE BLOCK 'UNO SECOND FLOOR ENDWALL#2: UP FT DUE TO OVERTURNING FULL HEIGHTSHEA GPROVIDED(ELf)= 12.542 R SHEARWALLAD STMENT FACTOR(Co)= 0,462 SH RWALLREACTION(R,,)= 1366lbs WALL HEIGHT(H)= 8 it UPLIFT FORCE(UE2)= R,,,,,1xH = E L1 x C. UE2=1356 bs x 8 ft = 1873 12.542It x 0.462 SEE PAGE26 FORCONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 14 of 30 P.1201411403031ShurcaNAEGACY 2-STORY GARAGE SHEARWALL-2001WFCM!ASCE-7-05.As 515/04 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR ENDWALL: SHEAR CONNECTIONS 1 SECOND FLOOR WIDTH(W2)= 25 It SECOND FLOOR LENGTH(1-2)= 24 It FL,,= 284 plf 112'ANCHOR BOLT Z= 1056 Ibs 5M'ANCHOR BOLT Z= 1488 Ibs 0.162"x 3.5'COMMON NAIL(TOENAILED) Z= 158 Ibs 0.162'x 3.5'COMMON NAIL(FACE NAILED) Z= 191 Ibs (1)USP MP4F PLATE Z= 555 Ibs MAXIMUM SECOND FLOOR ENDWALL SHEAR LOAD= 1356 Ibs TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION: #TOENAILS PER FOOT= V/Z/W= 13561bs/1581bs l 25 ft= 0.3 NAILS/It TOENAIL SPACING= 12/#= 12/0.3= 16"D.C. (16-MAX) #LTP4 PLATES PER FOOT= V/Z/W= 1356 Ibs l 555 Ibs/25 ft= 0.1 PLATES/ft LTP4 PLATE SPACING= 12/#= 12/0.1= 72'O.C. (72'MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 16"ON CENTER OR USE(1)USP MP4F PLATE @ 72"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 1356 Ibs BOTTOM/TOP PLATE CONNECTION: V= MAXENDWALLSHEAR+L2xFLww/2= V= 13561bs+24ftx284pI1/2 4764Ibs #TOENAILS PER FOOT= V/Z 1 W= 4764 Ibs f 1581bs/25 ft= 1.2 NAILS/ft TOENAIL SPACING= 12/#= 1211.2= 910.0. (16'MAX) #LTP4 PLATES PER FOOT= VIZ/W= 4764 Ibs 1555 Ibs/25 ft= 0.3 PLATES I ft LTP4 PLATE SPACING= 121#= 12 10.3= 34'D.C. (72'MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)AT 9"ON CENTER OR USE(1)USA MP4F PLATE @ 34"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 4764 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 15 of 30 N2014140303151 —IdLEGACY2-STORY GARAGE SHEARWALL-2001WFCMdASCE-7-05A3 5/5/$814 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CHECK SHEATHING TO RIMBAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)= R. _ £L1XCo SECOND FLOOR ENDWALL#1: V= 1356 ibs = 285 plf 9.34 8.0.61 MAXIMUM SECOND FLOOR ENDWALL UNIT SHEAR= 285 pif CHECK#ad NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 Ibs #OF ad NAILS PER FOOT= V — 285 pif Z 95Ibs/NAIL #OF ad NAILS PER FOOT= 3 NAILS PER FOOT OVERALL ad NAIL SPACING= 12/#= 1213= 4.00'D.C. #OF ROWS: 1 ROW(S) ad NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'4 o.c. 4'D.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF ad NAILS AT 4"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 285 pif UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#ad NAILS REQUIRED FOR SHEATHING CONNECTION: ad COMMON NAIL(FACE NAILED),7116'SIDE MEMBER Z= 95 Ibs #OF ad NAILS PER FOOT= V = 285 plf Z 95Ibs/NAIL #OF ad NAILS PER FOOT= 3 NAILS PER FOOT OVERALL ad NAIL SPACING= 12/#= 12/3= 4.00'O.C. #OF ROWS: 1 ROW(S) ad NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'Al ox, 4"D.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF ad NAILS AT 4"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 285 pif ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 285 plf 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 = 285 pif Z 200 psi*12"/it FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF ad NAILS AT 6"O.C. PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 16 Of 30 P.120141140003ISheeruldLEGACY 2-STORY GARAGE SHFARWALL-2001 WFCM 6 ASCE-7-05ib 515/4g14 r r SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR ENDWALL#1 SHEATHING LENGTH REQUIREMENTS LEFT END FIRST FLOOR WIDTH(W1)= 25 ft SECOND FLOOR WIDTH(W2)= 25 ft FIRST FLOOR LENGTH(Lt)= 24 It SECOND FLOOR LENGTH(L2)= 24 ft SHEARWALL TYPE:7116'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.3 ft SUM OF FULL HEIGHT SHEATHING PROVIDED(Z L)= 25 8 1st FL.PERCENT FULL HEIGHT SHEATHING= 100 1st FL.MAX.UNRESTRAINED OPENING HEIGHT= 0 ft SHEAR ADJUSTMENT FACTOR(C.)= 1(TABLE 2305.3.7.2.IBC) 1st FL.NUMBER OF SHEARWALLS(N„d)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(Rwt)=1-1•FLU/N"+R.,,+ADOITIONAL= Rw1=24 ft'284 plf 12+1366 Ibs+0 Ibs= 4764 Ibs MIN.LENGTH SEGMENTED SHEARWALLS([-d)=R"qt/V= 4764 Ibs 1436 plf= 10.93 It PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED ENDWALL=Ley/Ca=10.93 ft/1=. 10.93 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=10.93 It PROVIDED=25 R ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO ST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V1=_f3'F..JA1•L= 3141284p11'24ft= 26561bs 2 2 #1/2'DIA U BOLT= yL = 2656lbs= 5 BOLTS Z02BOLT 6231bs SEA MIN.OF(5)1/2"DIA.THRU BOLTS TO ATTA ODULE TO MODULE ALONG TE LINE MODULE TO MODULE CONNECTION AT FL R RIMBAND: ENDWALLS) (CHORD FORCE CONTINUITY) T= 3/_4•F--'W,2= 3! 94 pill 25 ft"2= 474 Ibs 8'L1 ^4 ft CHECK FASTENERS: 8d NAIL Z= 76.71bs Ibs/76.7 Ibs/FASTENER= S. FASTENERS USE( d NAIL(S)EACH END ga.STAPLE Z= 49.91bs 4741bs/49.9 Ibs/FASTENER= 9.5 FASTENERS USE(10)16 ga.STAP EACH END USE A 1.5"x 28 ga.STRAP WITH(7)8d NAIL(S)EACH END OR WITH(10)16 ga.STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL I OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 474 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 17 of 30 P,12 014114 0 3 0 01Shm=1dLEGACY 2-STORY GARAGE SHEMWAU-2001WFCM 8 ASCE•7-05A 5/5/M 4 ` I SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR ENDWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED($L1)= 25 ft SHEARWALL ADJUSTMENT FACTOR(Co)= 1 SHEARWALL REACTION(Rw1)= 4764 Ibs WALL HEIGHT(H)= 8ft UPLIFT FORCE(UE1)= R.At x H +UE2= E4xC. UE1=4764 Ibs x 8 ft+2278 Ibs = 3803 Ibs 25xl SEE PAGE 26 FOR CONNECTION DESIGN ST FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS BE OOM 214 END FIRST FLOOR WIDTH(W1)= 25 It SECOND FLOOR WIDTH(Wo= 25 It _ FIRSTFLOOR LENGTH(L1)= 24ft SECOND FLOOR LENGTH(L2)= 24 It SHEARWALL TYPE:7/16"OSB EXTERIOR(BLOCKED)W/1/2"GAT INTERIOR THING EDGE 8d NAIL SPACING- 6 in O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 pit MIN.SH WALL SEGMENT LENGTH= 2.3 ft SUM OF FULL HEIGHTS THING PROVIDED(E La= 6.01 It 1st FL.PERCENT F HEIGHT SHEATHING= 20% 1st FL.MAX.UNREST PAINE OPENING HEIGHT= 6,83 ft SHEAR ADJUSTM T FACTOR(Co)= 0.441(TABLE 2305.3.7.2 I ) 1st FL.NUMBER OF SH ALLS(N.j= 2 ADDITIONAL LL LOAD= 0 Ibs SHEARWALL REACTION( �=L1'FLkff/NM4+Rn DDITIONAL= R8 =24ft'284p1f/2+13 bs+O.bs= 47644s MIN.LENGTH SEGMENTED SHEARWALLS(L,s,.)=Rm /V= 47641bs/436 pif= 10.93 ft PERFORATED FULL HEIGHT SHEATHING LENOT H REQUIRED DWALL)=L •/C =10.93 ft/0.441= 24.78 It PERFORATED FULL HEIGHT SHEATHING > ERFORATED FULL HEIGHT SHEATHING REQUIRED=2438 P VIDED a 6.01 ft E ALL SHEARWALLS NO 000 ALL E RIOR SHEATHING TO BE BLOCKE NO FIRST FLOOR ENDWALL#2: UPLIF DUE TO OVERTURNING SUM OF FULL HEIGHT SHEA G PROVIDED(S L)= 6.01 ft SHEARWALLAD STMENT FACTOR(Co)= 0.441 SH RWALL REACTION(R�W1)= 4764lbs WALL HEIGHT(H)= 8 ft UPLIFT FORCE(UE1)= R „1xH +UE2= E L1 x Co UE1=4764 bs x 8 ft+1673 bs = —b 6.01 x 0.441 O bs SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 18 of 30 P1201411403031Sh—LiLEGACY2-STORY GARAGE SHEARWALL-2C01WFCMdASCE-7-05-ts 5/512PH4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W1)= 25 ft FIRST FLOOR LENGTH(L1)= 24 ft FL,,,= 284 plf 112'ANCHOR BOLT Z= 1056 Ibs 518'ANCHORBOLT Z= 1468lbs 0.162'x 3.5'COMMON NAIL(TOENAILED) Z= 158 Ibs (1)USP MP4F PLATE Z= 555 Ibs MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD= 4764 Ibs RIMBAND TO SILL PLATE CONNECTION: V= MAX ENDWALL SHEAR+L1 x(3/4'FL,,)/2= V= 4764lbs+240x(314.284plo/2 7320lbs i #TOENAILS PER FOOT= V/Z/W= 7320lbs/158lbs/25ft= 1.9 NAILS/ft TOENAIL SPACING= 12/#= 12/1.9= 6'O.C. (16'MAX) #LTP4 PLATES PER FOOT= V/Z/W= 7320 lbs/555 Ibs 125 It= 0.5 PLATES/It LTP4 PLATE SPACING= 12/#= 12/0.5= 22'O.C. (72-MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 6"ON CENTER OR USE(1)USP MP4F PLATE @ 22"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7320lbs SILL PLATE TO FOUNDATION CONNECTION: #1/2'ANCHOR BOLTS= V/Z= 7320 Ibs/1056 Ibs= 7 BOLTS BOLT SPACING= (W-2)/IN-1)= (25ft-2)1(7-1)= 46In USE 112"ANCHOR BOLTS @ 46"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7320 Ibs #5/8'ANCHOR BOLTS= V/Z= 7320 Ibs 11488 Ibs= 5 BOLTS BOLTSPACING= (W-2)/(N-1)= (25f1-2)/(5-1)= 69In USE 516"ANCHOR BOLTS @ 69"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF 1'-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 7320 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 19 of 30 P120141140303LShaafmldLEGACY 2-STORY GARAGE SHEARWALL-2001WFCM d ASCE-7-05AS 5/5/2524 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) CHECK SHEATHING TO RIMBAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)= Rm41 = 2L,XCo FIRST FLOOR ENDWALL#1: V= 47641bs = 191 pit 25R'1 MAXIMUM FIRST FLOOR ENDWALL UNIT SHEAR= 191 pit CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 Ibs #OF 8d NAILS PER FOOT= V — 191 pit Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 2.02 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 12/2.02= 5.94'D.C. #OF ROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'5.94 o.c. 5'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 5"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 191 pit UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 Ibs #OF 8d NAILS PER FOOT= V — 191 pit Z 95 Ibs I NAIL #OF 8d NAILS PER FOOT= 2.02 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 12/2.02= 6.94'D.C. #OFROWS: 1 ROW(S) Ild NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'S.94 o.c. 5'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 5"O.C. OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 191 pit ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 191 plf 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 = 191 pit = 1" Z 200 psi'12"/It i FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 8d NAILS AT 8"O.C. I i PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 20 of 30 M014114000015A4aruMLEGACY 2-STORY GARAGE SHEARWALL-2001 WFCA18 ASCE-7-05.de 5/5)M 14 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS REAR SIDE FIRST FLOOR WIDTH(W1)= 25 ft SECOND FLOOR WIDTH(W2)= 25 ft FIRST FLOOR LENGTH(L1)= 24It SECOND FLOOR LENGTH(1-2)= 24 It SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.3 R SUM OF FULL HEIGHT SHEATHING PROVIDED(T L)= 17.65 ft 2nd FL.PERCENT FULL HEIGHT SHEATHING= 74% 2nd FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 ft SHEAR ADJUSTMENT FACTOR(C,)= 0.711(TABLE 2305.3.7.2,IBC) 2nd FL.NUMBER OF SHEARWALLS(Ny4,)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(Rw,)=W2'W1,—/N„4,+ADDITIONAL= R,,2=25 ft'120 plf 12+0 Ibs= 1500 Ibs MIN,LENGTH SEGMENTED SHEARWALLS(Ls,,.)=R„ l V= 1500 lbs 1436 plf= 3.44 It PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED SIDEWALL=Ls /Co-3.44 ft/0.711= 4.84 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=4.84 ft PROVIDED=17.65 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S L1)= 17.65 R SHEARWALL ADJUSTMENT FACTOR(CG)= 0.711 SHEARWALL REACTION(R=41)= 1500 Ibs WALL HEIGHT(H)= 8 ft UPLIFT FORCE(UE1)= R,n,l x H = EL4xCG UEI=1500 Ibs x 8 R = 957 Ibs 17.65 ft x 0.711 SEEPAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27616 - Page 21 Of 30 P12014\1400031Sh,azwlaEGACY2-STORY GARAGE SHEARWALL-2001WMI8ASCE-7-05M SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) ECOND FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS FL ROOM/ER 2 SIDE FIRST FLOOR WIDTH(W1)= 26 ft SECOND FLOOR WIDTH(Wo= 25 ft FIRST FLOOR LENGTH(1-1)- 24 it SECOND FLOOR LENGTH(L�= 24 ft SHEARWALL TYPE:71161 OSB EXTERIOR(BLOCKED)W/1/2"GWB INTERIOR EATHING EDGE 8d NAIL SPACING= 6 in O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436pit MIN.S RWALL SEGMENT LENGTH= 2.3 ft SUM OF FULL HEIGHT FATHING PROVIDED IS W= 32.958 ft 2nd FL.PERCENT HEIGHT SHEATHING-- 66% 2nd FL.MAX.UNRESTRAI OPENING HEIGHT= 6.83 ft SHEARADJUS NT FACTOR(C,)= 0,658(TABLE 2305.3.7.2,1 2nd FL.NUMBER OF SH WALLS(Nddl)= 2 ADDITIONAL ALL LOAD= 0 Ibs SHEARWALL REACTION o=W2'w,.a/N_,m+ADDI NAL= R4 =26ft'1120plf/2+01 = 15001bs MIN.LENGTH SEGMENTED SHEARWALLS(L,)= 2/V = 5001bs/436p1f= 3.44 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED EWALL=L /C = 3A4 ft10.658= 5.23 ft PERFORATED FULL HEIGHTSHFATHING PERFORATED FULL HEIGHTSHEATHING REQUIRED=5.23 OVIDED=32.98R DEWALL SHEARWALLS OK ALL E RIORSHEAIHING TO BE BLOCK UNO SECOND FLOOR SIDEWALL#2: UP FT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEA G PROVIDED(S W= 32.958 ft SHEARWALLADJ TMENT FACTOR(Co)= 0.658 SH WALL REACTION(R,,11)= 15001bs WALL HEIGHT(H)= 8 ft I UPLIFTFORCE(UE,)= Rdt1xH SL1xCo UE1-1600 Ibs x 8 ft = 654 m 32.958 ft x 0.658 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD.SUITE 104 RALEIGH,NC 27615 Page 22 of 30 PA201411e0301SNorutdLEGACY 2STORY GARAGE SHEARWALL-2001WFCM 6 ASCE•7-05A3 5/5/2OJ 4 P SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) SECOND FLOOR SIDEWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH(W2)= 25 ft SECOND FLOOR LENGTH(L2)= 24 ft FLta„= 194 plf 1/2"ANCHOR BOLT Z= 1056 Ibs 5/8'ANCHOR BOLT Z= 1488 Ibs 0.1 62'x 3.5'COMMON NAIL JOENAILED) Z= 168lbs 0.162"x 3.5"COMMON NAIL(FACE NAILED) Z= 191 Ibs (1)USP MP4F PLATE Z= 555 Ibs MAXIMUM SECOND FLOOR SIDEWALL SHEAR LOAD= 1500 plf BOTTOM/TOP PLATE CONNECTION: V= MAX SIDEWALL SHEAR+W2x FLU"/2= V= 1500 Ibs+25 ft x 194 plf/2 3925 plf #TOENAILS PER FOOT= V/Z/L= 3925lbs/158lbs/24ft= 1.0 NAILS/R TOENAIL SPACING= 12/#= 12/1= 11'D.C. (16-MAX) #LTP4 PLATES PER FOOT= V I Z l W= 3925 Ibs/555 Ibs 124 ft= 0.3 PLATES/ft LTP4 PLATE SPACING= 12I#= 1210.3= 40'D.C. (72'MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 11"ON CENTER OR USE(1)USP MP4F PLATE @ 40"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 3925lbs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH.NC 27615 Page 23 of 30 P12014\140303%sheare ickLEGACY2STORYGARAGESHEARWALL.2001WFCM&ASCE-7-05Ab 5151�f�14 g \ p r SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CHECK SHEATHING TO RIMBAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)= R•m2 £LI X Co SECOND FLOOR SIDEWALL#1: V= 1500lbs = 120 plf 17.65II'0.711 MAXIMUM SECOND FLOOR SIDEWALL UNIT SHEAR= 120 plf CHECK#6d NAILS REQUIRED FOR SHEATHING CONNECTION: ad COMMON NAIL(FACE NAILED),7116'SIDE MEMBER Z= 95 Ibs #OF 6d NAILS PER FOOT= V — 120 plf Z 95lbs/NAIL #OF 6d NAILS PER FOOT= 1.27 NAILS PER FOOT OVERALL 6d NAIL SPACING= 12/#= 1211.27= 9.44'O.C. #OFROWS: 1 ROW(S) 6d NAIL SPACING WITHIN EACH ROW= 1•SPACING 1'9.44 o.c. 6'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 6d NAILS AT 6"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 120 plf UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#6d NAILS REQUIRED FOR SHEATHING CONNECTION: ad COMMON NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 Ibs #OF ad NAILS PER FOOT= V — 120 plf Z 95 Ibs/NAIL #OF 6d NAILS PER FOOT= 1.27 NAILS PER FOOT OVERALL ad NAIL SPACING= 12/#= 12/1.27= 9.44'D.C. #OFROWS: 1 ROW(S) ad NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'9A4 o.c. 6'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 6d NAILS AT 6"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 120 plf ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 120 plf 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 = 120 plf = 1. Z 200 psi'12"/ft E FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 6d NAILS AT 6"O.C. PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 24 of 30 P.1201411400001SAuarmkALEGACY 2-STORY GARAGE SHEARWALL.2001 WFCM&ASCE-7-05ks 5/5/2M 4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) FIRST FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS REAR SIDE FIRST FLOOR WIDTH(W,)= 25 It SECOND FLOOR WIDTH(W2)= 25 R FIRST FLOOR LENGTH(1-1)= 24 ft SECOND FLOOR LENGTH(1-2)= 24 N SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GW B INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 In O.C.(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN.SHEARWALL SEGMENT LENGTH= 2.3 B FULL HEIGHT SHEATHING PROVIDED= 24 fl 1st FL.PERCENT FULL HEIGHT SHEATHING= 100% tsl FL.MAX.UNRESTRAINED OPENING HEIGHT= 6.83 fl SHEAR ADJUSTMENT FACTOR(C,)= 1(TABLE 2305.3.7.2,IBC) 1st FL.NUMBER OF SHEARWALLS(N,e,)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(R„b,)=W,'FL,y,,,/N,.+R,H,2+ADDITIONAL= Rd.,=25 It'194 plf/2+1500 Ibs+0 Ibs= 3925 Ibs MIN.LENGTH SEGMENTED SHEARWALLS(L,.,.)=R,y„/V= 3925 Ibs/436 plf= 9.00 a PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED SIDEWALL=L,w I Co= 9 ff/1= 9.01 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=9.01 H PROVIDED=24 H SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR SIDEWALL#1: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(E Li)= 24 It SHEARWALL ADJUSTMENT FACTOR(Cc)= 1 SHEARWALL REACTION(Rw,)= 3925 Ibs WALL HEIGHT(H)= B a UPLIFT FORCE(UE,)= R�,x H +UE2= X L,x Co UE,=3925 Ibs x 8 R+957 lbs = 2266 Ibs 24 x 1 SEE PAGE 26 FOR CONNECTION DESIGN PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SURE 104 RALEIGH.NC 27615 Page 25 of 30 P12014114030015h0armWLLEGACY Y-STORY GARAGE SHEARWALL-2001WFCM 8 ASCE•7-05-1, 5/5/28V SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) FIRST FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS FRONT SIDE FIRST FLOOR WIDTH(W0= 25111 SECOND FLOOR WIDTH(W2)= 25 0 FIRST FLOOR LENGTH(L,)= 24 ft SECOND FLOOR LENGTH(1-2)= 24 ft . SHEARWALL TYPE:7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 4 In O.C.(8d NAIL'S OR EQUIVALENT) SHEARWALL STRENGTH(V)= 590 pir MIN.SHEARWALL SEGMENT LENGTH= 2.3 ft FULL HEIGHT SHEATHING PROVIDED= 8.47 It Is(FL PERCENT FULL HEIGHT SHEATHING= 100 y Is(FL.MAX.UNRESTRAINED OPENING HEIGHT= 0 ft SHEAR ADJUSTMENT FACTOR(C,)= 1.000(TABLE 2305.3.7.2.IBC) tsl FL.NUMBER OF SHEARWALLS(N,&)= 2 ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(R,;s,l)-WI'FLIP,,,/N, +Rg&2+ADDITIONAL= R,a,1=25 ft'194 plf/2+1500 Ibs+0 Ibs= 3925 Ibs MIN.LENGTH SEGMENTED SHEARWALLS(L,,,,)=Rr ,/V= 3925 Ibs 1590 plf= 6.65 a SEGMENTED FULL HEIGHT SHEATHING LENGTH REQUIRED SIDEWALL=Lsw/Co= 6.65 ftl1= 6.66 ft SEGMENTED FULL HEIGHT SHEATHING C SEGMENTED FULL HEIGHT SHEATHING REQUIRED=6.66 ft PROVIDED=8.47 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR SIDEWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(E LI)= 8.47 fl SHEARWALL ADJUSTMENT FACTOR(CO)= 1.000 SHEARWALL REACTION(R.41)= 3925 Ibs WALL HEIGHT(H)= 8 R UPLIFT FORCE(Uri)= R,a,l x H +UE2= 2LIxC. UEI=3925 Ibs x 8 fl+554 Ibs = 4262 Ibs 8.47 x 1 SEE PAGE 26 FOR CONNECTION DESIGN FIRST FLOOR SIDEWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W1)= 25 ft FIRST FLOOR RIMBAND LENGTH AT REAR WALL(1-1r)= 24 ft FIRST FLOOR RIMBAND LENGTH AT FRONT WALL(Ll0= 8.47 It (SUM OF WALL SEGMENTS) FL4—= 194 pif 1/2'ANCHOR BOLT Z= 1056 lbs 5/8'ANCHOR BOLT Z= 1488 Ibs 0.162'x 3.5'COMMON NAIL(TOENAILED) Z= 158 Ibs (1)USP MP4F PLATE Z= 555 Ibs MAXIMUM FIRST FLOOR SIDEWALL SHEAR LOAD= 3925 Ibs RIMBAND TO SILL PLATE CONNECTION: V= MAXSIDEWALLSHEAR+W/x(3f4'FLI4,,,)/2= V= 3925 Ibs+25 It x(314'194 plf)/2 5744 Ibs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 26 Of 30 P32014114030315heemeklLEGACY 2-STORY GARAGE SHEARwAL42001 WFCM a ASCE•7.05xs 5/5/2964 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) 1SW#1 RIMBAND TO SILL PLATE CONNECTION: - #TOENAILS PER FOOT= V/Z I L1=5744 Ibs 1158 Ibs/24 R= 1.5 NAILS/fl TOENAIL SPACING= 12/#= 12/1.5= 7'O.C. (16'MAX) #LTP4 PLATES PER FOOT= V/Z/W= S7441b3/555 Ibs/24 ft= 0.4 PLATES/R LTP4 PLATE SPACING= 12/#= 12/0.4= 27'O.C. (72'MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 7"ON CENTER OR USE(1)USP MP4F PLATE @ 27"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs 1SW#2 RIMBAND TO SILL PLATE CONNECTION: L1f= 8.47 It I #TOENAILS PER FOOT= 4.3 NAILS/ft TOENAIL SPACING= 121#= 12/4.3= 2'O.C. (16'MAX) #L7P4 PLATES PER FOOT= 1.3 LTP4 PLATE SPACING= 12l#= 12/1.3= 9'O.C. (72-MAX) USE 0.162"x 3.5"COMMON NAIL(TOENAILED)@ 2"ON CENTER OR USE(1)USP MP41F PLATE @ 9"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs SILL PLATE TO FOUNDATION CONNECTION: 1SW#1 SILL PLATE TO FOUNDATION CONNECTION: #112'ANCHOR BOLTS= V/Z= 5744 Ibs 11056 Ibs= 6 BOLTS BOLT SPACING= (L-2)/(N-1)= (2411-2)1(6-1)= 521n USE 1l2"ANCHOR BOLTS @ 52"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744lbs #5/8'ANCHOR BOLTS= VIZ= 5744 Ibs/1488 Ibs= 4 BOLTS BOLT SPACING= (L-2)/(N-1)= (24R-2)1(4-1)= 72 In USE 518"ANCHOR BOLTS @ 72"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs 1SW#2 SILL PLATE TO FOUNDATION CONNECTION: #112'ANCHOR BOLTS= V/Z= 5744 Ibs/1056 Ibs= 6 BOLTS BOLT SPACING= (L-2)/(N-1)= (8.47R-2)/(6-1)= 151n USE 1/2"ANCHOR BOLTS @ 15"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744 Ibs #518'ANCHOR BOLTS= V/Z= 5744 Ibs 11488 Ibs= 4 BOLTS BOLTSPACING= (L-2)/(N-1)= (8.47ft-2)/(4-1)= 251n USE 518"ANCHOR BOLTS @ 25"O.0 ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 5744lbs PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 27 of 30 P12014114030315hearmMEGACY 2STORY GARAGE SHEARWALL-2001WFCM 8 ASCE-7.05As 5/512&4 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) CHECK SHEATHING TO RIMBAND CONNECTION: UNIT SHEAR CHECK: SHEAR FORCE(V)= R„4„ _ 74XCc FIRST FLOOR SIDEWALL#1: V= 3925 Ibs = 164 pif 24ft'1 FIRST FLOOR SIDEWALL#2: V= 3925 Ibs = 464 plf 8,47'1 MAXIMUM FIRST FLOOR SIDEWALL UNIT SHEAR= 464 plf CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 Ibs #OF 8d NAILS PER FOOT= V — 464 pif Z 95lbs/NAIL #OF Bd NAILS PER FOOT= 4.89 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 1214.89= 2.45'O.C. #OFROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'2.45 o.c. 2'O.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 464 pff UNIT UPLIFT CHECK:(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION: 8d COMMON NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 Ibs #OF 8d NAILS PER FOOT= V = 464 pif Z 95lbs/NAIL #OF 8d NAILS PER FOOT= 4.89 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 1214.89= 2.45"D.C. #OF ROWS: 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'2.45 o.c. 2"D.C. USE SHEATHING CONNECTION WITH 1 ROW(S)OF Od NAILS AT 2"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 464 pif ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE): V= 464 plf 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 = 464 plf = 1 . Z 200 psi*12"I R FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PLUS(1)ROW OF 8d NAILS AT 6'O.C. PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27616 Page 28 Of 30 P.A2014114039TShemulc1LEGACY 2-STORY GARAGE SHEARWALL-2001WFCM 6 ASCE-7-06M 5/5/2814 6r 1 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per 2001 WFCM) COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES:(SEE ABOVE FOR CALCULATIONS) 2nd FLOOR ENDWALL#1 UPLIFT FORCE(UE2)= 2278 Ibs 2nd FLOOR ENDWALL#2 UPLIFT FORCE(UE2)= 0 Ibs 2nd FLOOR SIDEWALL#1 UPLIFT FORCE(Us2)= 957 Ibs 2nd FLOOR SIDEWALL#2 UPLIFT FORCE(Us2)= 554 Ibs 1sl FLOOR ENDWALL#1 UPLIFT FORCE(UE1)= 3803lbs 1st FLOOR ENDWALL#2 UPLIFT FORCE(UE1)= 0 Ibs lsl FLOOR SIDEWALL#1 UPLIFT FORCE(Us1)= 2266 Pis 1st FLOOR SIDEWALL#2 UPLIFT FORCE(Us1)= 4262 Ibs DEAD LOADS: FIRST FLOOR WIDTH(W1)= 25 ft(MAX:4'CEILING HEIGHT,WALL SEGMENT) SECOND FLOOR WIDTH(W2)= 6.83 It(MAX:4•CEILING HEIGHT,WALL SEGMENT) FIRST FLOOR LENGTH(L1)= 8.47 It(MAX:4'CEILING HEIGHT,WALL SEGMENT) SECOND FLOOR LENGTH(1-2)= 17.65 ft(MAX:4'CEILING HEIGHT,WALL SEGMENT) FIRST FLOOR HEIGHT(H1)= 8 ft SECOND FLOOR HEIGHT(H2)= 8 It ROOF&CEILING ASSEMBLY DEAD LOAD(ROL)= 15 psf WALL DEAD LOAD(WOL)= 12 psf 2nd FLOOR DEAD LOAD(FDL2)= 10 psf 1st FLOOR DEAD LOAD(FDL1)= 0 psf SIDEWALL SECOND FLOOR CORNER: ROOF DEAD LOAD= 0.61RDL'W2'L2/8= ROOF DEAD LOAD= 0.6.15 psf'6.83ft'17.65ft/8= 136lbs WALL DEAD LOAD= 0.6•(WDL'H2•1.2/2)= 0.6'12 psf'8 ft'17.65 ft 12= 508 Ibs TOTAL DEAD LOAD= 136 Ibs 508lbs= 644 Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT= 957)bs-644 lbs= 313 Ibs SIDEWALL FIRST FLOOR CORNER: WALL DEAD LOAD= 0.6'(WDL•H1'L1/2)= WALL DEAD LOAD= 0.6'12psf'80*8.47 ft/2= 244Ibs 2nd FLOOR DEAD LOAD= 0.6 FDL2'W2'L2/8= 2nd FLOOR DEAD LOAD= 0.6'10psf'6.63 ft'17.65fl/8= 90lbs 1st FLOOR DEAD LOAD= 0.6'FDL1'W 1•L1/8= 1st FLOOR DEAD LOAD= 0.6.0 psf'25f1•BA7ft/8= 0lbs TOTAL DEAD LOAD= 244Ibs+90lbs+0lbs= 335Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT,INCLUDING ABOVE WALLS) 4262lbs-335Ibs-644 Ibs= 3283 Ibs ENDWALL SECOND FLOOR CORNER: WALL DEAD LOAD= 0.6-(WDL'H2'W2/2)= WALL DEAD LOAD= 0.6'12psf'Bft'6.83ft/2= 197lbs GABLE WALL DEAD LOAD= 0.6'(WOL•(H/2)'W/2)= GABLE WALL DEAD LOAD=0.0'12 psf-((3.875/12)•(0.03n/2)/2)'(6.03n)/2= 14lbs TOTAL DEAD LOAD=187 Ibs 114 Ibs= 211 Ibs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT 2278 Ibs-211 Ibs= 2067 Ibs I ENDWALL FIRST FLOOR CORNER: WALL DEAD LOAD= 0.6'(WOL'H1'W,/2)= WALLDEADLOAD= 0,6'12psf'8ft'25ft/2= 720lbs CORNER STUD CONNECTION LOAD= MAX WALL UPLIFT-SELF WEIGHT,INCLUDING ABOVE WALLS) 3803 Ibs.720 Ibs-211 Ibs= 2872 Ibs PREPARED BY: BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 29 Of 30 RUM 41140301Sboa=MLEGACY 2-STORY GARAGE SHEARWALL-2001 WFCM d ASCE-7-05,As 5/5/2tt1 SHEARWALL DESIGN ICON-LEGACY CUSTOM MODULAR HOMES (per2001 WFCM) SECOND FLOOR CORNER HOLDDOWNS UPLIFT FORCE= 2278 Ibs(MAX.OF SECOND FLOOR UPLIFT FORCES) SECOND FLOOR DEAD LOAD(DL2)=644 Ibs+211 Ibs= 855 Ibs HOLODOWNFORCE= 22781bs-8551bs= 14231bs CHECK FASTENERS: 8d NAIL Z= 1101bs 1423 Ibs/110 Ibs/FASTENER= 12.94 FASTENERS USE(13)8d NAIL(S)EACH END USE A USP R$100 STRAP WITH(13)8d NAIL(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 14231bs SECOND FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR(Z)= 191 Ibs MAX CORNER STUD CONNECTION LOAD= 2067 Ibs NAIL SPACING(2 ROWS)= 2'H'Z =2'8 ft'191 Ibs= 16 In O.C. U 20671bs (16-MAX) #OF 1/4'DIA.LAG SCREW REQUIRED= U = 2067 Ibs = 10 LAG SCREWS Z 224 Ibs (6 MIN) I FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 16"ON CENTER OR USE(10)1/4"DIA.LAG SCREWS FIRST FLOOR HOLDDOWNS UPLIFT FORCE= 4262 Ibs(MAX.OF FIRST FLOOR UPLIFT FORCES) FIRST FLOOR DEAD LOAD(OL1)=335Ibs+644 Ibs+2111bs+720 Ibs= 1910 Ibs HOLDDOWN FORCE= 4262 Ibs-1910 Ibs= 2352 Ibs USE A USP STADIORJ AT EACH BUILDING CORNER OR EQUAL OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 2352 Ibs FIRST FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR(Z)= 191 Ibs MAX CORNER STUD CONNECTION LOAD= 3283 Ibs NAIL SPACING(2 ROWS)= 2'H'Z =2'Bft'1911bs= 11InO.C. U 3283 Ibs (16-MAX) #OF 1/4'DIA.LAG SCREW REQUIRED= U = 3283 Ibs = 15 LAG SCREWS I Z 224 Ibs (6 MIN) FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 11"ON CENTER OR USE(15)1/4"DIA.LAG SCREWS PREPARED BY: BARLOW ENGINEERING.P.C. 6612 SIX FORKS RD,SUITE 104 RALEIGH,NC 27615 Page 30 of 30 PA2014%1403031SheeruldLEGACY 2STORY GARAGE SHEARWALL-2001 WFCM 8 ASCE-7-05.4, 5/5/2?Sti ICON LEGACY CUSTOM MODULAR HOMES. Section 2 WIND 05:.CALCULATIONS: (FOR ADDITIONAL LOADS ONLY) 4 , , .A f , �/ •+f U. I 0787r) � 05/13/14 140303. 64 WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7-05) HOUSE ' DESIGN INPUTS: FIRST FLOOR WIDTH: 27.50 ft NO.OF STORIES; 2 SECOND FLOOR WIDTH: 27.50 ft 1st FLOOR WALL HEIGHT: 8.00 It THIRD FLOOR WIDTH: 0.00 ft 2nd FLOOR WALL HEIGHT: 8.00 ft FOURTH FLOOR WIDTH: 0.00 ft 3rd FLOOR WALL HEIGHT: 0.00 ft FIRST FLOOR LENGTH: 44.00 ft 41h FLOOR WALL HEIGHT: 0.00 It SECOND FLOOR LENGTH: 44.00 It WIND SPEED: 120 mph THIRD FLOOR LENGTH: 0.00 ft WIND EXPOSURE CASE: C FOURTH FLOOR LENGTH: 0.00 ft ROOF SPAN(RS): 27.50 It (WIND BORNE DEBRIS PROTECTION STUD SPACING: 16 In IS REQUIRED FOR TRUSS SPACING; 16 in HURRICANE PRONE REGIONS) ROOF PITCH: 7 112 ROOF ANGLE(0): 30.26° RAFTER LENGTH(L)= 15.92 ft Z= 20.00 It hr= 8.02 h hrl2= 4.01 It h= 23.80 ft (IF ROOF SLOPE—10 DEGREES,USE EAVE HEIGHT) WALL EFFECTNE WIND AREA=h,x STUD SPACING= 21.33 It' (EFFECTIVE WIDTH NEED NOT BE LESS THAN 81113=2.66 ft) ROOF EFFECTIVE WINO AREA-L XTRUSS SPACING= 84AB ft` (EFFECTNE WIDTH NEED NOT BE LESS THAN 15.92ft/3=6,3 ft) MIN.WALL&ROOF EFFECTIVE AREA FOR FASTENERS= 0.17 w (WORST CASE:2'o.c.FASTENERS WITH 12'o.c.FRAMING) a=10%OF LEAST HORIZONTAL DIMENSION OR 0.4h,WHICHEVER IS SMALLER,BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 ft. (p.64,FIG.6.10,NOTATION 9.a) a: 0.1W=0.1'27.5f1=2.75ft OR 0.4h=0.4'23,8ft=9.52ft LESSER= 2.75 ft AND NOT LESS THAN EITHER: 1 0.04W=0.04'27.5ft=1.1 ft OR3ft: a= 3ft DETERMINE WIND LOADS PER ASCE 7.05 FOR LOW RISE BUILDINGS: i PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27616 Page 1 Of 7 P12014%t40303%Sha*lLEGAOY2-STORY HOUSE SHEARWALL-2001WFCM&ASCE-7.05.05 5/5/g94 WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7.05) COMPONENTS AND CLADDING: " CONSTANTS: WIND VELOCITY(V): 120 mph DIRECTIONALITY FACTOR(Ka): 0.85 VEL.PRESS.EXP.COEF.(KZ): 0.93 IMPORTANCE FACTOR(I): 1 MULT.for TOPO.FACTOR(Q: 0.09 q;.=.00256 x KZ x Kt x Kd x V'x I= 29.16 MULT.for TOPO.FACTOR IQ: 0.00 of=qh=qc= 29.16 MULT.for TOPO.FACTOR IQ: 0.00 GUST EFFECT FACTOR(G): 0.85 KL:=(1+K,x KZx K]f= 1.00 INTERNAL PRESS.COEF.(GC,,): 0.18 LATERAL LOADS(COMPONENTS AND CLADDING): 2 EXTERNAL PRESSURE COEFFICIENTS: 2 2121 SIDE WALL: FIELD: GC,N= -1.00 2 2 s. EDGE: GCp.= -1.16 LOAD CALCULATIONS: 6 d P=gnX(GCd-GCa) 6 d 6/ T. 6 EXAMPLE: PM=gnX(GCau-GCvu) =29.16psf'((-1-0.18)]=-34.41psf Pa=ghx(GCpp-GCpu) =29.16psf'((-1--0.18)1=-23.92psf . FIELD: P41= -34.41 psf FIELD: P = -23.92 psf USE .34.41 psf WIND LOAD FOR FIELD. EDGE: Psi= -39.08 psf USE .39,08 psf WIND LOAD FOR EDGE. EDGE: Pg= .28.58 PSI THE MAXIMUM LATERAL LOAD FOR 120 mph WIND(COMPONENTS AND CLADDING)IS -39.08 psf. UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: ROOF: FIELD: GCpg1= -0.83 EDGE: GCp,.= -1.07 OVERHANG: GC,.= -1.87 DOWNWARD: GCp11.3= 0.85 LOAD CALCULATIONS: Ph=qh x(GCp-GCp) EXAMPLE: Ph=ghx(GCO,-GCpi) =29.16 psf'((-0.83-0.18))=-29.46psf P1,=ghx(GCpo-GCaI) =29.16 psf•[(-0.83--0.18))=48.96psf FIELD: P,i= -29.46 psf FIELD: Ps= -18.96 psf USE -29.46 psf WIND LOAD FOR FIELD. EDGE: Px= -36.45 psf USE -36.45 psf WIND LOAD FOR EDGE. EDGE: Py= -25.96 psf USE -69.78 psf WIND LOAD FOR OVERHANG. OVERHANG: Px= -59.78 psf USE 30.04 psf DOWNWARD WIND LOAD. OVERHANG: Py= -49.29 psf DOWNWARD: Ply= 19.54 psf DOWNWARD: Ply= 30.04 psf THE MAXIMUM UPLIFT LOAD FOR 120 mph WIND(COMPONENTS AND CLADDING)IS -59.78 psf. DETERMINE WIND LOADS PER ASCE 7.05 FOR LOW RISE BUILDINGS: PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B Page 2 Of 7 RALEIGH,NC 27615 5/Wg014 P:@0141140]OTae sheadLE(iACY 2-STORY HOUSE SHEAAWALL-2001WFCM 6 ASCE•7-05.da WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7.05) COMPONENTS AND CLADDING FOR FASTENERS ONLY(EFFECTIVE AREA SHALL BE NO GREATER THAN FASTENER TRIBUTARY AREAI• CONSTANTS: WINO VELOCITY(V): 120 mph DIRECTIONALITY FACTOR(K4): 0.85 VEL.PRESS.EXP.COEF.(K2): 0.93 IMPORTANCE FACTOR(1): 1 MULT.for TOPO.FACTOR(K1): 0.09 q,:=.00256 x K,x Kp x Kd x V2 x I= 29.16 MULT.for TOPO.FACTOR(K2): 0.00 ql=qh=qc= 29.16 MULT.for TOPO.FACTOR(K3): 0.00 GUST EFFECT FACTOR(G): 0.85 Ka:=(1+K,x K2x K3)2= 1.00 INTERNAL PRESS.DOER(GCq): 0.18 -0.18 LATERAL LOADS(COMPONENTS AND CLADDING): 2 EXTERNAL PRESSURE COEFFICIENTS: 2 2121 SIDEWALL:)(ZONE4): GCpu= -1.10 2 2 :<•,, �� EDGE(ZONE 5): GCp6= -1.40 LOAD CALCULATIONS: ) ♦ 6 4 P=ghx(GCp1-GCO) 6 4 6/ 6 EXAMPLE: P41=ghx(GCpu-GCpu) =29.16 psf'[(-1.1-0.18)1=-37.33psf P41=ghx(GCpu-GCpu) =29.16 psf'[(-1.1--0.18))=-26.83PSI` FIELD(ZONE 4): Pa= 37.33 psf FIELD ZONE 4: P,= 28.83 psf USE 37.33 psf WIND LOAD FOR FIELD. EDGE(ZONE 5): P.= -46,08 psf USE 46.08 psf WIND LOAD FOR EDGE. EDGE ZONE 5):l Ps= -35.58 psf UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS: ROOF:)(ZONE 1): GCpu= -1.00 EDGE(ZONE 2): GC,O= -1.20 CORNER(ZONE 3): GCpo= -1.20 CORNER OH(ZONE 3): GCp11a= -2.00 LOAD CALCULATIONS: Ph=qh x(GC,-GCpi) . EXAMPLE: Ph=ghx(GCp11-GCp1) =29.16psf'[(-1-0.18)1=-34.41psf P11=ghx(GCp11-GCp1) =29.18psf'[(-1--0.18))=-23.92Psf FIELD(ZONE 1): P,i= -34.41 psf FIELD ZONE 1): P,i= -23.92 pst USE 34.41 psf WIND LOAD FOR FIELD(ZONE 1). EDGE ZONE 2: P,= -40.25 psf USE 40.25 psf WIND LOAD FOR EDGE(ZONE 2). EDGE(ZONE 2 NE 3):: Pr= -29.75 PSI USE 40.25 psf W IND LOAD FOR CORNER(ZONE 3). CORNER(ZO Py= 40.25 psf USE 03.57 psf WIND LOAD FOR CORNER OH(ZONE 3). CORNER ZONE 3): Py= -29.75 psf CORNER OH ZONE 3): P,.,,= -63.57 psf CORNER OH ZONES: P1.Is= -53.08 psf DETERMINE WIND LOADS PER ASCE 7-05 FOR LOW RISE BUILDINGS: PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 3 of 7 P:@01A14030Msb-.*%LEGACY 2-STORY HOUSE SHMWALL-2001WFCM d ASCE•7.05A, 5/5 ff14 WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7.05) MAIN WIND FORCE RESISTING SYSTEM: CONSTANTS: WIND VELOCITY(V): 120 mph DIRECTIONALITY FACTOR(K4): 0.05 VEL.PRESS.EXP.COEF,(KZ): 0.93 IMPORTANCE FACTOR(1): 1 MULT.for TOPO.FACTOR(K,): 0.09 q,:=.00256 x KZ x Kn x Kd x V2 x I= 29.16 MULT.for TOPO,FACTOR IQ: 0 qh=q.= 29.16 MULT.for TOPO.FACTOR(Q: 0 GUST EFFECT FACTOR(G): 0.85 K.:=(1+Kl x K2x K3)2= 1 INTERNAL PRESS.COEF,(GCpI): 0.18 -0.18 LATERAL LOADS: 3 EXTERNAL-PRESSURE COEFFICIENTS: 4 3E 6 BE 30.26'ROOF 4E E CASE A-WIND FROM SIDE WALL: 1-1 SIDE WALL: GCpI= 0.56 GCµE= 0.69 i SIDE WALL: GCµ= -0.37 GCoRE= -0.48 S 1E LOAD CALCULATIONS(WIND FROM SIDE WALL): 5E P=qh x(GCp-GCq) EXAMPLE: P1=ghx(GC,H-GCpI) =29.16 psf'[(0.56-0.18))=11.09psf Pl=ghx(GCpI-GCgI) =29.16.psf'[(0.56--0.18))=21.58psf _ FIELD: P11= 11.09 sf EDGE: I'm= 14.88 psf FIELD: Ptl= 21.68 psf EDGE: P1E1= 25.37 psf FIELD: Pa= -16.04 sf EDGE: P,�T= -19.25 psf FIELD: P,1= 4.55 sf EDGE: P E:_ -6.75 psr WINDWARD SIDE: LEEWARD SIDE: USE 21.58 psf WIND LOAD FOR FIELD. USE -16.04 psf WIND LOAD FOR FIELD. USE 25.37 psf WIND LOAD FOR EDGE. USE A9.25 psf WIND LOAD FOR EDGE. _ THE MAXIMUM LATERAL LOAD FOR 120 mph CASE A-WIND FROM SIDE WALL(MWFRS)IS 25.37 psf. CASE B-WIND FROM END WALL: ENDWALL: GCp11= 0.4 GCpIE= 0.61 ENDWALL: GC,%= -0.29 GCµE= -0.43 LOAD CALCULATIONS(WIND FROM END WALL): P=qh x(GC,,-GCp) EXAMPLE: P=%x(GC,1-GCp) =29J6psf'[(0.4-OA8))=6.42psf P=ghx(GC,,-GCq) =29.16psf'[(0.4--0.18)]=16.92psf FIELD: I'll= 6A2 psf EDGE: P E1= 12.54 psf FIELD: pil= 18.92 psf EDGE: PE1= 23.04 psf FIELD: P41= -13.71 psf EDGE: P = -17.79 psf FIELD: P = -3.21 psf EDGE: P E1= -7.29 psf WINDWARD SIDE: LEEWARD SIDE: USE 16.92 psf WIND LOAD FOR FIELD. USE -13.71 psf WIND LOAD FOR FIELD. USE 23.04 psf WIND LOAD FOR EDGE. USE -17.79 psf WIND LOAD FOR EDGE. THE MAXIMUM LATERAL LOAD FOR 120 mph CASE B-WIND FROM END WALL(MWFRS)IS 23.04 psf. PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B •RALEIOH,NC 27615 Page 4 Of 7 P:120141N07GTSh-I&ILEGACY2-STORY HOUSE SHEARWALL-2 MMI&ASCE-7.OSA, 5/Eff14 (!� f WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7-05) UPLIFT LOADS: EXTERNAL PRESSURE COEFFICIENTS: 30.26'ROOF CASE A-WIND FROM SIDE WALL: ROOF: GCpa= 0.21 GCp12E= 027 ROOF: GCpn= -0.43 GCp13E= -0.53 LOAD CALCULATIONS(WIND FROM SIDE WALL): P=qh x(GCp,-GCd) EXAMPLE: P=ghx(GCp,-GCpp) =29.16psf'[(0.21-0.18))=O.88Psf P=ghx(GCpi-GCO) =29.16psf'((0.21--0.18)]=11.38psf FIELD; Pa= 0.88 sf I EDGE: P = 2.63 psf FIELD: pa= 11.38 psf EDGE: P = 13.13 psf FIELD; ' Pm= -17.79 PSI EDGE: P = -20.71 psf FIELD; Py= -7.29 nsf EDGE: P3E1= -10.21 psf WINDWARD SIDE: LEEWARD SIDE: i i USE 11.38 psf WIND LOAD FOR FIELD. USE -17.79 psf WIND LOAD FOR FIELD. USE 13.13 psf WIND LOAD FOR EDGE. USE -20.71 psf WIND LOAD FOR EDGE. THE MAXIMUM UPLIFT LOAD FOR 120 mph CASE A-WIND FROM SIDE WALL(MWFRS)IS -20.71 psf. CASE B-WIND FROM END WALL: ROOF: GCW= .0.69 GC,,= -1.07 ROOF: GC,.= -0.37 GC,M= -0.53 LOAD CALCULATIONS(WIND FROM END WALL): P=qh x(GCp,-GCpi) EXAMPLE: P=ghx(GCp,-GCpp) =29.16 psf'[(-0.69-0.18)]=-25.37psf P=ghx(GCp,-GCpi) =29.16 psf'[(-0.69--0.18))=-1438psf FIELD; PA= -25.37 psf I EDGE: Pz = -36AS psf FIELD: Pa= -14.88 psf I EDGE: P711= -25.96 sf FIELD: P.,= -16.04 psf I EDGE: P3 = -20.71 psf FIELD: PSI= -6.55 psf EDGE: PEj= -10.21 psf WINDWARD SIDE: LEEWARD SIDE: USE -25.37 psf WIND LOAD FOR FIELD. USE -16.04 psf WIND LOAD FOR FIELD. USE -36A6 psf WIND LOAD FOR EDGE. USE -20.71 psf WIND LOAD FOR EDGE. THE MAXIMUM UPLIFT LOAD FOR 120 mph CASE B-WIND FROM END WALL(MWFRS)IS -36.45 psf. CALCULATE LOADING ON BUILDING LATERAL LOADS FROM WIND: WIND PERPENDICULAR TO RIDGE: 1 WINDWARD SIDE: LEEWARD SIDE: USE 21.58 psf WIND LOAD FOR FIELD. USE -16.04 psf WIND LOAD FOR FIELD. USE 25.37 psf WIND LOAD FOR EDGE. USE -19.25 psf WIND LOAD FOR EDGE. WIND PRESSURE(w)= 37.62 psf FOR FIELD WIND PRESSURE(w)= 44.62 psf FOR EDGE MAX,WALL HEIGHT(H)= 8.00 It LAT- w'H/2= 37.62 psf'8ft/2= LAT= 150 plf FOR FIELD LAT= 178 plf FOR EDGE. PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-5 page 5 of 7 RALEIGH,NC 27615 P.120 14114 0 3 0MSha *.lLEGA0Y2-STORY HOUSE SHEARWALL.2001WFCM&ASCE•7.05.42 5/6M14 WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7.05) WINO PARALLEL TO RIDGE: WINDWARD SIDE: LEEWARD SIDE: USE 16.92 psf WIND LOAD FOR FIELD. USE -13.71 psf WIND LOAD FOR FIELD. USE 23.04 psf WIND LOAD FOR EDGE. USE -17.79 psf WIND LOAD FOR EDGE. WIND PRESSURE(w)= 30.7 psf FOR FIELD WIND PRESSURE(w)= 40.9 psf FOR EDGE MAX.WALL HEIGHT(H)= 16.020 It(INCLUDES GABLE) LAT=w'H12= 30.7 psf'16.02It/2= LAT= 246 pil FOR FIELD LAT= 326 pif FOR EDGE. UPLIFT LOADS FROM WIND: WIND PERPENDICULAR TO RIDGE: WINDWARD SIDE: LEEWARD SIDE: USE 11.38 psf WIND LOAD FOR FIELD. USE -17.79 psf WIND LOAD FOR FIELD. USE 13.13 psf WIND LOAD FOR EDGE. USE -20.71 psf WIND LOAD FOR EDGE. WIND PRESSURE(w)= 29.2 psf FOR FIELD WIND PRESSURE(w)= 33.9 psf FOR EDGE MAX.RAFTER LENGTH(L)= 15.92 ft LAT= w'H12= 29.2 PSI'15.92It/2=' LAT= 232 pif FOR FIELD LAT= 270 pif FOR EDGE. WIND PARALLEL TO RIDGE: , WINDWARD SIDE: LEEWARD SIDE: USE -25.37 psf WIND LOAD FOR FIELD. USE -16.04 psf WIND LOAD FOR FIELD. USE -36A5 psf WIND LOAD FOR EDGE. I USE -20.71 psf WIND LOAD FOR EDGE. WIND PRESSURE(w)= 41.5 psf FOR FIELD WIND PRESSURE(w)= 57.2 psf FOR EDGE MAX.ROOF LENGTH(L)= 15.920 ft LAT= w'H/2= 41.5 psf'16.92It/2= LAT= 330 pif FOR FIELD LAT= 455 plf FOR EDGE. UPLIFT LOADING: MAX.FLOOR WIDTH(W)= 27.5 ft MAX,FLOOR LENGTH(L)_ 44.00 R ROOF SPAN(RS)= 27.50 ft ROOF PITCH: 7 112 4'aILW 0.27 EDGE WIND PRESSURE(w,)= -36AS psf FIELD WIND PRESSURE(wl)= -25.37 psf Ww=x W.+(1-x)'wl= W,=0.27'.36.45 psf+(1-0.27)'-25.37 psf= Wp= -26.36 psf w,=%p'R/2= -26.36psf'27.5ftl2= wo= 390 plf PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27616 Page 6�qO�f 7 Rk20441140303%5he a;GIEGACY2-STORYHOUSESHEARWALL•2001Yff@A6ASCE-7.05,43 515a{,v14 WIND LOAD CALCULATIONS ICON-LEGACY CUSTOM MODULAR HOMES (PER ASCE 7-OS) LATERAL LOADING: MAX.FLOOR WIDTH(W)= 27.5 ft MAX.FLOOR LENGTH(L)= 44.00 ft ROOF SPAN(RS)= 27.50 it ROOF PITCH: 7112 ROOF ANGLE(e)= 30.26° MAX.WALL HEIGHT(H)= 8.00ft RIDGE ROOF HEIGHT(hr)= 8.02 ft EDGE ROOF HEIGHT(he)= 3.5111 SIDEWALL4•a/L(x)= 0.27 ENDWALL4'a/L(x)= OA4 CALCULATE LATERAL PRESSURE AT FLOOR:(PERPENDICULAR TO RIDGE) WuT=x'w..+(1-x)'w.,= WuT=0.27 44.62 psf+(1-0.27)'37.62 psf= WuT= 39.51 psf wFL=W1AT•H= 39.61 PSI'8 ft= wFL= 317 plf CALCULATE LATERAL PRESSURE AT FLOOR:(PARALLEL TO RIDGE) WuT=x'w..+(1-4'w.t= WuT=0.44'40.9 psf+(1-0.44)'30.7 psf= W'T= 35.19 psf wFL=WuTIH= 35.19 psf'8ft= wFL= 282 pif CALCULATE LATERAL PRESSURE @ ROOF:(PERPENDICULAR TO RIDGE) w_=sin e•(wwa,.-w.e) ww.=sin 30.2564371635293•(13.13 psf--20.71 psf) ww.= 17.06 psf wwf=sin e'(w.,,.-w j) wwf=sin 30.2564371635293•(11.38 psf--17.79 psf) ww,= 14.70 psf WuT-x'w..+0-x)'w.f= WLAT=0.27'17.06 psf+(1-0.27)'14.7 psf= WfAT= 15.34 psf WRIER=WuT'hr+wFL/2= wR?ER=15.34 psf'8.02 It+317 pif/2= (BUT NO LESS THAN: 317 pif/2= 169 plf) (ASCE 7-05 FIGURE 6.10 NOTE 6) WRIER= 282 plf CALCULATE LATERAL PRESSURE @ ROOF:(PARALLEL TO RIDGE) GABLE AREA(Ar)=IRS•hr/2= AT=27.6ft-8.02ft/2= AT= 110.28 fe EDGE AREA(A.)=4'a'he 12= h=4'3fl'3.5,ft/2= A.= 21 ft2 i TOTAL WIND LOAD(Pw)=(AT-A.)'w,t+A.'w,. Pw=(110.28 ftA2-21 ftA2)'30.7 psf+21 ftA2'40.9 psf= Pw= 3600 Ibs w"AR=Pw/R+We/2= wn.pAR=3600 Ibs/27.5 ft+282 pif/2= wR.PAR1 272 pif PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 7 of 7 P:1201414030AM cakLLEeACY7-STORY HOUSE SHEARwALL-20OWCM&ASCE-7-VAs s � [CON LEOACY Gi1STOivi MO TMA ROMES i Section 3 HAND CALCULATIONS 0r"lip . 05/13/14 1403:03 72 i I 140303a61� 0179nec2014stf co Sht.1`of 3; a0 r._.. �,u III t EAWI PD - Ta,-r Al �• G m.s Y m v � i i GAT Lam. �GA1 s'r "I�v IwB ac 2 25 ua%d�(pM'p, m 7 S84 acT W TFf Ines Wtt.fSaa ® y , 'a ao ea uolT uw oaT cxmra 76� c iEtuwa '1a1�WIT t170Y0.... 27.Ui'KLT-PROYD. L S1ifHItNf 41CNT8 WIT PFOPOEp- I pond m uwi a: . 5 F. G - GB ' B t- - -- --- -- =- � cv Tr-z c+I r W�. ..... J'mc.mi r:y^�' 5$5 � � @ � _ •Ftilri.YAaaal G Fg � 1 7 ISSTJ 54ft.:al Raait IIad9£a.tT S — +, C+A1 n6MVDITrao4o' 'a`aroa�TSS8 GA1: _ zGm uartmam 5=UNT G A1: U84 Wrc Paova- n.5a Wn Sara =g E T{1GNT h-MT FAAlTEO. 51}Fg91T WRY 1FN1 PPa':M[o. GSS1 GSS2 G5S3 - 3 Al• to o Ir• _ - - C. - } G GC2 GEc r a is o p G15V1/#2 ast H L'_! ' NOTES: 1 2z6'EXTERIOR'1VALLS 9 15 O:C. 2a 2x4AIARRIAGE WALLS @ 16 Q:C: 3 8'-0" 1ST`FLOOR CEILING HEIGHT �. 8'-•0° 2ND,FLOOR CEILING,HEIGHT 4, SILVERUNE-3006 SERIES DOUBLE HUNG WINDOWS 5, 55,448 JOTAL BTU HEAT LOSS - 6. 7/12 STORAGE RAFTER @ 16 Q.C. (TWO STORY) BUtLDHt Is iiEBF'014faRa F TO PROME M LEOACY.cMr! WITH ANY LOCAL/9TAT6 CODSS ORAMH�3dEt(i5 iHA7 VS91 7, 12/12 STORAGE RAFTER® 16" O:C:.(GARAGE} per DE DESIGN AND CON MWROMW'*MKOUSE S#?M/6#4676 i 0 1-4 t 1V (D W [. 0G) G} b 1 I• - 1 N: 1' 8 1 Y ,Q2EM2LL .2=U 1: r `t (. LU §. y .. SUM . � � '$ & EIS A4 x pl, O I vi No �}gg�g iq Z; a q ;N O . N A Fri � r 71'_6• r 2EW#2 'ay _ BAST END CONSTRUCTI DATE REVISION BY MOMS 7/2/13 'PRELIU' XN0 cz 9/9/16- REV•PREUM KNO ' _ � / 246 SAND HILL ROAD SOUTNO D• 'NY... 11971 .2/18/14 FINAL '0LS ' SPUNSGROVJ,PA171170 60N*L EGACY PHONE(570)374 32eo m.c �c.iaopa� .1qI� 4/03/14° REV.FINAL GPO C15i0MU6WAlN[KESSiC FAXc( o�GAata7a 0 i676 913 %STORY 4/21/.14' REV.'FINAL Y�•I 0 cY.coM d 76 74 I 140303 0179nec2014 ISM 3 of3_. Legacy 09.4676 General Hold-dawns.Connections&Soedal Construction Mark Load Ibs.Description Ca lbs W HOUSE-First floor comeristud connection perSheamaic - GA1 GARAGE'.-First floorcomer stud connection. dShearcalcdastenGara estudsto'-House'studs A2. HOUSE-Second floor comerstudtconnection *Shearcalc GA2 GARAGE>Secondflooccomer stud connectionperShearcale:fasten Garage studs.to House studs B 23104 HOUSE.Connection of.endwatl-sill plate to:foundation wall;11T diarnetef.anchor bolts at.13'o.m.or 51W diameter anchor bolts at 18"o.c.: or, annection4o withstand-a-shear.force of23104lbs along full length ofendwall.: ' GB 7320 GARAGE-Connection of"endwall slil plate to foundation walP<10,dismeter anchor.bolts-at 46".o.c-or518"diameter anchor bolts atW o.c.` or connection to,withstand'a shear force of 7320lbs along full.longtNof endwal _ C' 8195 HOUSE-Connection of 6idewall OR plate1a foundation wall;112"diameter anchor bolts at.72"o.c:or 5/8'.'diameter anchor bolts at 72'md. _ orconnection'towithstanda'shearfornaof81951bsalon fug•len" ,of'sfdewall' GC1 5744 GARAGE G1SWk1-Sidewell sill plate,16 foundation wal•1/2''diameter anchor bolts at 52".ma or 6161 diameter anchor bolts at-721'o.c.• or connection toWthstand,a`shear force of6744`Ibs along full le th'ofsidewalt GC2 5744 GARAGE"GISW#2-Sidewatl`siil plate to foandationwall:112"dameteranchor bolts at 15"o.c.or 51a"diameteranchar bolts at 2V o.a• or connection'to withstand a shear force of 5744'lbs along sidewall se mans GO 2352 GARAGE-First floor comerhoWdown•to foundation Wall:USPSTAO10RJ ore ual•orconnectionto'withstandanu liftfoiceof2352.lbs'. 3270 ovine•min::2'studsateach hotd=dovvh = { GE' .3708 GARAGE.-Hold-down re uired to anchor end of shearwal"eqmenrto foundation wall:USP STA014RJ ore ual: 49M " or connection to withstand.anuplift force of 3708.lbsprovide min.2 studsatraach hold- down-F. 6623 HOUSE-Hold-down required to anchor end of shearwall se ment to foundation waIISUSP UPHD8 or equal)w1718"diameter anchor bolt_ " 7695 oroonnectionto withstand anv lift force of 6623.1is•.provide mint 2 studs st`each hold=down' G 6776 HOUSE-Hold-down re wired to anchor end of shearwall se ment to foundation wall:,USP UPHDB ore ual'w6718"diameter,anchor bolt:, 7695 or eannection t8withstand anv lift,force of 67761bs•-provide mina 2 studs at each hold-down-, ' H '216 olf Porch roof truss su2port beam is to be"dest ned' ''others for net uplift force'of216 pif 9 854 Hold-down connectional end of porch roofsu "ort beam:USP MTW12'tvAst stra'or.e ual wL 10d nails each end IoDi orconnectionto withstand an upTrk force of 8"ibs J 854, Hold-down connection at ost 2 SN'diameter thn-bolts min.6".apart.verticall`or connection to withstand an u I•rft force of 864 lbs :928 'Note:Base•of,)ostfs`.to oe:anctioiaB'with.caniiection to.wittistand an"u'iitforce of864`Ibs . x .288, Hold-down connectionatendof orchroof:truss:,USP-RT4 ore u- orconnectiontowithstandanofiftforceof288lbs niax,16"tnisss a- �345 L 1273 HOUSE-Second floor comer.hold-down:USP RS100,strap w/ 12-16d nails each.end•or connection to withstand an uplift fame of 12731bs 13M GL '' 1423 GARAGE:-Second floor comer hold-down;USP:RS100'stra wi 13)16o nails'each-ehd,orconnection to withstand an.uplift,f6rce of 1423'ibs, 1430 M 7320 Fasten 2nd flow framinp of.Gara a oisf&lorkuss bottom chord.to wag'fremin :of:House.4st floorceliling band 87ar studs)w/3 16d nails et-16"ox_uiaa:•or connection to withstand a shear force of7320lbs along Dint between Gara a and House N 25 plf 2nd floorcellin beam's'to be desi" ed;b others for a net u lift of 25 plf(typical,each side'of matin One 2W Each and;of each beam is to be.9astened'to to'of wall framin iv[min. 2 18d toe-nails=orconnedion"to withstand,an uplift force of 2001bs. _316 GSS1 Shearwall se ment'se mentlen th=2.6T GSS2� Shearwall'se men';segment length=2.8T GSS3 Shearwall se men•se ment ten lh=2.9T " 'SS4 - - Shearwall segments6grfientlength=10.0' , SS5 Shearwall segment segment len th'=12.25' SS6. Shearwall'se rnentsegment len th,=4':81' SS7 Shearwall:se ment:se menflen h.=611', SS8 Shearwall segment;segment len h=3.81' NOTE:Fasten'eacn'ply of multiple stud posts,together with 2 rows'of10d nails at4"o.o r � i I Barlow Engineering, P.C. 6512 Six Forks Rd. Suite 203-B Raleigh, NC 27615 HAND CALCULATIONS 5/5/2014 Barlow Project Number: 140303 Client Project Number: 0179nec2014 Model Number: Legacy 0#4676 Project Location: NY Project Description: High Wind Calculations DESIGN DATA: HOUSE: GARAGE: NO.OF STORIES= 2 NO.OF STORIES= 2 WIND= 120 mph WIND= 120 mph EXPOSURE CATEGORY= C EXPOSURE CATEGORY= C ROOF SLOPE= 7 /12 HIGH ROOF SLOPE_ , 3.875 /12 HOUSE LENGTH= 44 ft SHED ROOF SLOPE= 12 /12 HOUSE'WIDTH= 27.5 ft GARAGE LENGTH= 24 ft BTM./MOD. HT.ABOVE GRADE = 2 ft GARAGE WIDTH= 25 ft 1ST LEVEL CEILING HT.= 8 ft ROOF SPAN= 25 ft 2ND LEVEL CEILING HT.= 8 ft FLOOR BAND HEIGHT= 0.92 ft CEILING BAND HEIGHT= 0.92 ft ROOF SPAN= 27.5 ft . HEIGHT OF ROOF RIDGE= 27.81 ft(ABOVE FIN.GRADE) MEAN ROOF HEIGHT CALCULATION: M.R.H._ '`: ,:':''.'` >:23.Sft [27.81'-(7/12)(27.5/2)(0.5)] USE SAME FOR HOUSE&GARAGE ADD'L WIND LOAD CALCULATIONS: MIND LOAD-FRONT REVERSED GABLE ROOF: WIND PRESSURE(C&C) 39.08 psf (CONSERVATIVE) HORIZ.PROJECTION= 7 ft VERTICAL PROJECTION= 4 ft VERTICAL AREA= 14 sf WIND LOAD TO 2SW#2= ;;; :` :'.': 548;Ibs WIND LOAD-FRONT PORCH ROOF: WIND PRESSURE(C&C)= 39.08 psf (CONSERVATIVE) HORIZ. PROJECTION= 8 ft PORCH ROOF HEIGHT= 2 ft VERT.AREA= 16 ft^2 WIND LOAD TO 1SW#2 626, lbs 76 1 Barlow Engineering, P.C. 6512 Six Forks Rd. Suite 203-B Raleigh, NC 27615 5/5/2014 SHEARWALL SEGMENT HOLD-DOWNS: 1 EW#2: SHEAR LOAD AT TOP OF WALL,V= 12298 Ibs TOTAL LENGTH OF WALL SEGMENTS= 14.52 ft WALL HEIGHT= 8 ft UPLIFT=V*H/L i'r': :s ;=;:.:6776;lbs USP UPHD8= 7695 Ibs 7/8"DIA.ANCHOR BOLT #OF HOLD-DOWNS REQ'D= 1 MIN.STUDS= 2 1 EW#1: SHEAR LOAD AT TOP OF WALL,V= 18418 Ibs TOTAL LENGTH OF WALL SEGMENTS= 22.25 ft WALL HEIGHT= 8 ft UPLIFT=V*H/L >s i .``.':; ;6623.Ibs USP UPHD8= 7695 Ibs 7/8"DIA.ANCHOR BOLT #OF HOLD-DOWNS REQ'D= 1 MIN.STUDS= 2 G1SW#2: SHEAR LOAD AT TOP OF WALL,V= 3925 Ibs TOTAL LENGTH OF WALL SEGMENTS= 8.47 ft WALL HEIGHT= 8 ft UPLIFT=V`H/L `:-.".'.:, % .''3708;lbs USP STAD14RJ UPLIFT CAP.= 4960 Ibs #OF STRAPS REQ'D= 1 MIN.STUDS= 2 PORCH ROOF CONNECTIONS: WIND UPLIFT PRESSURE(C&C)= 59.78.psf (CONSERVATIVE) PORCH ROOF DEAD LOAD= 10 psf NET UPLIFT= UPLIFT-(0.6 x DL) 54 psf PORCH WIDTH= 8 ft SIDE BEAM TRIBUTARY WIDTH= 4 Wul SIDE BEAM= 216 plf ASSUMED TRUSS SPA.= 1.33 ft UPLIFT AT END OF TRUSS USP RT4, U= 345 Ibs SIDE BEAM LENGTH= 8 ft END REACTION= 864 Ibs 772 Barlow Engineering, P.C. 6512 Six Forks Rd. Suite 203-B Raleigh, NC27615 5/5/2014 END REACTION=! :. , >.:`:;=:.::.864!Ibs USP MTW12 TWIST STRAP, U= 1005 Ibs 7 10d NAILS EA. END 10d NAIL CAP.= 143 Ibs No. 10d NAILS REQ'D= 7 [USE AT WALL] STRAP CAP.= 1001 Ibs 5/8"DIA.THRU-BOLT,Zpar= 464 Ibs No.BOLTS REQ'D= 2 [USE AT POST] GARAGE TO HOUSE CONNECTION: TOTAL SHEAR AT BASE G1 EW#2=: `;`!: ;' ;:7320Ibs CONNECT 2nd FLR FRAMING OF GARAGE TO WALL FRAMING OF HOUSE: 16d FACE-NAIL,Z= 191 Ibs No. 16d NAILS REQ'D= 39 NAILS COMMON WALL LENGTH, L= 22.25 ft No.NAILS PER FT= 1.76 NAILS/ft STUD SPA.= 1.33 ft No. NAILS PER STUD= 3 SECOND FLOOR CEILING BEAM: UPLIFT AT MATING WALL= 50 plf(PER TRUSS INTERACTION&HAND CALCS) UPLIFT AT EACH CEILING BEAM= <;:' : :' ;.25p1f CEILING BEAM LENGTH= 16 ft END UPLIFT REACTION 16d TOE-NAIL,Z= 158 Ibs No. 16d TOE-NAILS REQ'D= 2 3 I 78 STRUCTURAL LUMBER PROFESSIONAL BUILDING SYSTEMS, INC. INTERACTION CALCULATIONS ' 13 14 12 15 1 23 16 10 17 20 21 9 19 22 8 1 O2 3 4 O 5 6 7O8 20125 psf 30135 psf 40145 psf BALANCED SNOW LOAD(psf): •17.5 24.5 31.5 psf TRUSS NO.:TR7-27.8 UNBALANCED SNOW LOAD(psf): 38.03 49.39 60.67 psf JOB NO.:070244 OPPOSITE SIDE UNS.SNOW LOAD(psf): 5.25 7.35 9.45 PITCH:7112 UNBALANCED SNOW LOAD LENGTH(ft): 5.44 6.13 6.72 SPAN:27'-6" '20 psf MINIMUM USED TC DL: 10 psf TRUSS CENTERS:24" BC LL: 10 psf WHERE h<42" BC LL: 20 psf W HERE h z 42" BC DL: 10 psf UPLIFT: 33.21 psf AT 110 mph PER ASCE 7-05 46.4 psf AT 130 mph PER ASCE 7-05 MEMBER INFORMATION: MAXIMUM SUPPORT REACTIONS(ibs): SIZE& I DL+LL+ DL+LL+ DL+LL+ DL+ DL+ MEMBER SPECIES DEAD 20/25 psf 30135 psf 40/45 psf 110 mph 130 mph 1-8 2 x 10 SYP#2 LOAD SNOW SNOW SNOW UPLIFT UPLIFT 9-12&15-18 2 x 8 SPF#2 E)crERIORWALLI 631.1 1 1351 1 1518.5 1 1707.4 -198.9 -847.5 13&14 2 x 4 SPF#2 MATING WALLI 150 1 357.3 1 376.3 1 405.5 1 -69 1 -132.2 19-.22 2x4SPF#2 23 2 x 6 SPF#2 EXT WALL DL= 631.1 Ibs MATING WALL DL= 150 Ibs EXT WALL OL+110 mph UPLIFT= _ -498.9 Ibs DL+110 mph UPLIFT= -69 Ibs NOTES:1.MATING WALL LOADS ARE TOTAL FOR BOTH SIDES. 110 mph U/L=-08.9-0.6(631.1)= -877.6 Ibs 110 U/L=-69-0.6(150)= -159.0 Ibs 2.WIND PER ASCE 7-05,110&130 mph,EXP.C,C&C PRESSURES. 120 mph U/L=(120/110)112•(-877.56)= -1044 lbs 120 UIL=(120/110)A2"(-159)= -189 Ibs EXT WALL DL+120 mph UPLIFT= -665.34lbs DL+90 mph UPLIFT= -99lbs TRUSS SPA= 2 ft TRUSS SPA.= 2 ft Wul= -333 plf Wul= 50 plf V 03171ZUNTER-TR7-27$xls r ICON-LEGACY CUSTOtVI MODULAR HOMES Section 4 ALTERNATE CONNECTIONS Mel,r� b' } Lul o781 •'V 1'Ci-i7 05/13/14 140303, 80 Project#0179nec2014 Pg. 1 of 2 Main House Alternate Connections 7/16"O.S.B. Sheathing w/ 16 GA. Staples @ 2" O. C. =238 plf 7/16"O.S.B. Sheathing w/ 15 GA. Staples @ 2" O. C. =270 plf 7/16",O.S.B. Sheathing w/ 14 GA. Staples @ 2" O. C. =295 plf 7/16"O.S.B. Sheathing w/(2)Rows of 16 GA. Staples @ 2"O. C.=476 plf 7/16"O.S.B. Sheathing w/(2)Rows of 15 GA. Staples @ 2" O. C.=540 plf 7/16"O.S.B. Sheathing w/(2)Rows of 14 GA. Staples @ 2" O. C.=590 plf Required Sidewall Stud Tie Down 1.2nd Floor Stud to Top Plate Load=444 LBS 444/ 1.33 =334 plf 7/16"O.S.B. Sheathing w/(2)rows of 16 GA. Staples @ 2"O. C. 2 2nd Floor Stud to Floor Band/2nd Floor Band to I"Ceiling Band Load=368 LBS 368/ 1.33=277 plf 7/16"O.S.B. Sheathing w/ 14 GA. Staples @ 2"O. C. 3. 1"Floor Stud To Ceiling Band Load=313 LBS 313 / 1.33 =236 plf 7/16"O.S.B. Sheathing w/ 16 GA. Staples @ 2" O. C. 4. 1"Floor Stud To Floor Band Load=237 LBS 237/ 1.33 = 179 plf 7/16"O.S.B. Sheathing w/ 16 GA. Staples @ 2"O. C. 5. Second Floor Horizontal Floor Diaphragm Continuity Module to Module(Along Mate Line) Load=4686 LBS 3/8"Lag=288 LBS 4686/288= 16.27 Use(17) 3/8"lag screws to attach module to module along mate line. (Minimum 1"penetration.in last band) 6.First Floor Horizontal Floor Diaphragm Continuity Module to Module (Along Mate Line) Load=4686 LBS 3/8"Lag=288 LBS 4686/288 = 16.27 Use (17) 3/8"lag screws to attach module to module along mate line. (Minimum 1"penetration in last band) Project#0179nec2014 Pg.2 of 2 Main House Alternate Connections 7. Second Floor Corner Stud Connection Load=2336 LBS. 3/8"Lag=288 LBS. , 2336/288 =8.11 Use(9) 3/8"Lag Screws Equally Spaced CONNECTIONS STAPLE DESIGN VALUES per ESR-1539(July 1,2009) SPECIES GROUP. III DESIGN FACTOR: 0.82 SPECIFIC GRAVITY(G): 0.42 MIN OD WIRE MINIMUM LATERAL WITHDRAWAL CROWN DIA PENETRATION STRENGTH(1) %OF STRENGTH(2) °�OF STAPLE in. In. in. lbs. 16 GAGE bsfin PENETRATIO 16 GAGE 16 GAGE 7116 0.0625 1 39.80 1.00 20.00 1.00 15 GAGE 7116 0.072 1 45.00 1.13 23.00 1.15 14 GAGE 7/16 0.08 1 49.20 1.24 26.00 1.25 (1)=TABLE 2,pg.7 of 45 (2)=TABLE 4,pg.8 of 45 SHEATHING CONNECTION W17/16"O.S.B. SPACING UPLIFT STAPLE n. 16 GAGE 2 238 15 GAGE 2 270 14 GAGE 2 295 Project#0179nec2014 Pg. 1 of 2 Garage Alternate Connections 7/16"O.S.B. Sheathing w/ 16 GA. Staples @ 2"O. C.=238 plf 7/16"O.S.B. Sheathing w/ 15 GA. Staples @ 2"O. C.=270 plf 7/16" O.S.B. Sheathing w/ 14 GA. Staples @ 2"O. C. =295 plf 7/16"O.S.B. Sheathing w/(2)Rows of 16 GA. Staples @ 2"O. C. =476 plf 7/16"O.S.B. Sheathing w/(2)Rows of 15 GA. Staples @ 2" O. C.=540 plf 7/16"O.S.B. Sheathing w/(2)Rows of 14 GA. Staples @ 2"O. C.=590 plf Required Sidewall Stud Tie Down 1.2nd Floor Stud to Top Plate Load=621 LBS 621 / 1.33 =467 plf 7/16"O.S.B. Sheathing w/(2)rows of 16 GA. Staples @ 2"O. C. 2 2"d Floor Stud to Floor Band/2nd Floor Band to I"Ceiling Band Load=545 LBS 545/ 1.33 =410 plf 7/16"O.S.B. Sheathing w/(2)rows of 16 GA. Staples @ 2"O. C. 3. lst Floor Stud To Ceiling Band Load=495 LBS 495 / 1.33 =373 plf 7/16" O.S.B. Sheathing w/(2)rows of 16 GA. Staples @ 2"O. C. 4. lst Floor Stud To Floor Band Load=419 LBS 419/ 1.33 =316 plf .7/16"O.S.B. Sheathing w/(2)rows of 16 GA. Staples @ 2"O. C. 5. Second Floor Horizontal Floor Diaphragm Continuity Module to Module(Along Mate Line) Load=2556 LBS 3/8"Lag=288 LBS 2556/288 =8.88 Use (9)-3/8"lag screws to attach module to module along mate line. (Minimum 1"penetration in last band) 6. Second Floor Corner Stud Connection Load=2067 LBS. 3/8"Lag=288 LBS. 2067/288=7.18 Use (8) 3/8"Lag Screws Equally Spaced 7.First Floor Corner Stud Connection Load=3283 LBS. 3/8"Lag=288 LBS. 3283 /288= 11.40 Use (12) 3/8"Lag Screws Equally Spaced Project#0179nec2014 Pg. 2 of 2 Garage Alternate Connections CONNECTIONS STAPLE DESIGN VALUES per ESR-1539(July 1,2009) SPECIES GROUP: III DESIGN FACTOR: 0.82 SPECIFIC GRAVITY(G): 0.42 MIN OD WIRE MINIMUM LATERAL WITHDRAWAL CROWN DIA PENETRATION STRENGTH(1) %OF STRENGTH(2) %OF STAPLE in. In. lbs. 16 GAGE PbsfinPENETRATIO 16 GAGE 16 GAGE 7116 0.0625 1 39.80 1.00 20.00 1.00 15 GAGE 7116 0.072 1 45.00 1.13 23.00 1.16 14 GAGE 7/16 0.08 1 49.20 124 25.00 1.25 (1)=TABLE 2,pg.7 of 45 (2)=TABLE 4,pg.8 of 45 SHEATHING CONNECTION W1 7/16'O.S.B. SPACING UPLIFT STAPLE (in.) (P1 16 GAGE 2 238 15 GAGE 2 270 14 GAGE 2 295 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: C. 1 1.THIS.FACTORI'-MANUFACTURED HOME(W)PLAN HAS BEEN DERIVED FROM A A m C� O SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.MANUFACTURER'S APPROVAL Q r N N U NO.M 006-08-066.E)RRA11ON DATE 9/22/2014,WHICH HAS NOT REIN 0 M C14 SHEET# DESCRIPTION 2.THE E ERGY PPLANS ARE IN COMPLIANCE WTH THE REQUREMENTS OF THE ENERGY C a �U /rip n(e(c �nS���lAfl CONSERVATION CONSTRUCTION CODE OF NEW YORN STATE r rn IVJLSWc�Jc�J Ir IVJW II IIU [L)CD c+1 1 COVER SHEET x>or o a OCCUPANT LOAD: 1 & 2 FAMILY O 2A FRONT ELEVATION z "'r 0 vvU USE GROUP: SINGLE FAMILY �co k U REAR ELEVATION 28 CONSTRUCTION TYPE: VB IDw a w 2C LEFT/RIGHT ELEVATION Icon — Legacy Custom >' 3A 1ST STORY FLOOR PLAN 3B 2ND STORY FLOOR PLAN DESIGN LOADS Modular Homes, LLC U U 4A 1ST STORY ELECTRICAL PLAN ROOF LIVE LOAD: 20 PSF GSL ¢ d 4B 2ND STORY ELECTRICAL PLAN ROOF DEAD LOAD: 10 PSF CON* LEGACY 246 SAND HILL ROAD W x 3 5A FOUNDATION PLAN CEILING DEAD LOAD: 10 PSF SELINSGOVE, PA 17870 _ y5 a 6A 27,-6" 7/12 RAFTER CEILING LIVE LOAD: 20 PSF (STORAGE) / 30 PSF (HABITABLE) PHONE 570-374-3280 T 0 e 6B 27'-6" 7/12 RAFTER CONNECTIONS FLOOR LIVE LOAD: 40 PSF FAX 570-374-1122 Z o 6C 2T-6" 12/12 SHED DORMER RAFTER FLOOR DEAD LOAD: 10 PSF �;. WWW.ICONLEGACY.COM 6D 27'-6" 12/12 SHED DORMER RAFTER CONNECTIONS HORIZONTAL WIND LOAD: 120 MPH (3 SEC GUST) Custom Modular Homes,LLC 7A 7/12 CROSS SECTION EXPOSURE: C 7B 12/12 SHED DORMER CROSS SECTION GROUND SNOW LOAD: 20 PSF 0#4676 TWO-STORY 7C HOUSE SHEARWALL FASTENING DETAIL SEISMIC CATEGORY: C m Z Z w 0- a 7D GARAGE SHEARWALL FASTENING DETAIL QppLOCQDLE CODES Y Y m � CD 8A D&W SCHEDULE 9A 1ST STORY HEATLOSS 2010 RESIDENTIAL CODE OF NEW YORK STATE 2ND STORY HEATLOSS 2008 NATIONAL ELECTRICAL CODE 9B ENERGY CONSERVATION CODE OF NYS-2010 EDITION HUR J J Z J Q Q 10A 1ST STORY SHEAR WALL PLAN W UIJIIHI 10B 2ND STORY SHEAR WALL PLAN cj:� > w w w RES CHECK w Qf Of HIGH WIND CALCS IINSMLQTDON VALUES �0�� �0�� Q Cq m Eo 1� ROOF TO EXTERIOR: R-38/R-27 BETWEEN KNEE WALLS EXTERIOR WALLS TO EXTERIOR: R-21 ❑❑0■❑0❑� 0I■❑0 0 FLOOR TO BASEMENT OR CRAWL SPACE: R-19 (ON SITE) DODO ❑0❑❑00 0 0 r- %oW� REVIEW OF THE STRUCTURAL ffEMS BASED ON �� ~ THE LOADS PROVIDED BY ICON LEGACY CUSTOM MODULAR HOMES o M aC) rn �Z RC14 6C14 Z R.A. AND P.E. STAMP S fief 1 O _ H= w o F- o O o r '-7 Iz ¢ _ o r- r- Y F— Li oC0 wC0 gQ o� N THESE DRAWINGS ARE DESIGNED TO BE USED mw�J�M C'w ot. Lno�o 7875 �A FOR THE CONSTRUCTION OF FACTORY BUILT HOUSING UNITS. THESE UNITS ARE DESIGNED IN COVER PAGE F0-5/-13-11-41 ACCORDANCE WITH THE APPROVED SYSTEMS PACKAGE AND THE APPLICABLE STATE DIRAM Ms MVM PA4ER SYSTM BUILDING CODES AS LISTED ABOVE ON THIS �PRMLAww PAGE. C� �' S#????/O#4676 ATTIC VENTILATION REQUIREMENTS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: S O 1.THIS FACTORY-MANUFACTURED HGME(FMH)RAN HAS BEEN DERIVED FROM A r O O ' 2420 SQ.FT. / 300 = 8.07 SQ.FT.OF VENT REQUIRED SYSTEM SET OF FUN PLANS NO.Y 005-08-066.E)FIRADON DATE9/22/2014.N49CHAHAS NOT BEEN CTURERS OV� Qp m �U MODIFIED IN ANY WAY. 44 LN.FT.RIDGE VENT= 5.50 SQ.FT.OF VENT PROVIDED z THE ENERGY PUNS ARE IN COMPLIANCE WNH THE REOUREMENTS OF THE ENERGY 44 v'"U 88 LN.FT.VENTED SOFFIT 1 5.50 ISQ.FT.OF VENT PROVIDED CONSERVATION CONSTRUCTION CODE OF NEW PORK STATE IjW�m xp94 In o �p^Wj1 gIJ(� �W-U S �fS vZxw3 0787 W m � 05/13/14 0 0 U � H U } o o cn 0 0 m Z Z J W m Y Y md 11 oml 11 11,o,, il III U I J J Z J Q Q p :2i W 12 w d Z E` 12 I 9 w w w 9 Of Elf \\ \ o \ Cr N <Y n N } 12 Er 5 CD f\�N�CD o U 0 ME] D O M E 0 M�� 0 0� r o M o N>-oO�cn Z ACV NCV ® ® ® ❑� 0 ❑® ❑® Fil DO ❑® ❑l - z 0 U o ZD PORCH ROOF BY ICON ckf > W N FRONT ELEVATION PORCH AND POSTS BY OTHERS z < ZD o o U LLLJ U J � W Q = a- 0 ^ co fficn aW'.cn:0�90 FROW a-EVATM AN APPROND CTRACfm 910NlC HA9 //am PACE R Y TROY SSR115��APPRINAI � S#????/0#4676 2A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: O 4 1 SYSTEM�FNH MANS APPROVED BY PLAN 0..MANUFACTURER'S APPROVAL HAS BEEN DERIVED FROM A ¢h"(V O NO.M 006-08-066.D%PIRATCN DATE 9/22/2014,WHICH HAS NOT BEEN M ti MODIFIEDINANY WAY. P4 Q 4—, V 2.THE ENERGY PLANS ARE IN COMPLIANCE PATH THE REOUIREUENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YOLK STATE CD.,cn r Q W Ocn W x0�O a u -oi- 6�v� � *o Zoe 05/13/14 o N I—I u o o En O O m Z Z J W W J J Q Q (n W Z Li Li d >; W W W Ld ® ® ® Q N m cn n N d d LLM r Cr O (A r _ w?i Hi -1Z RNlp NN Z O E- C) o REAR ELEVATION z QCD o I— o U w U J wQ = a- o c^o Y (n 60�CD A-8— Wi��w, 9Q AY�Nz�E5 �O�O BEAR B"ATM R05 EIA�lG NAS Bm1 Sam i/am f PAGE A F%INACRD FROM M APPROM SYSTEMS OR PER MODEL APPROVAL �� g#????/0#4676 2B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PUN HAS BEEN DERIVED FROM A O E SYSTEM SEE OF FMH PLANS APPROVED BY D.D.S.,MANUFACTURERS APPROVAL Q' N N U NO.M 006-08-066.E MTION DATE 9/22/2014.WTOCH HAS NOT BEEN M.Nr MODIFIED ANY WAY.THEEM 0.Qi Q 2 THE ENERGY PUNS ARE IN COMPLIANCEOF NEW THE REQUIREMENTS OF THE ENERGY ' CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ra w CD x°'AS 12 Ca� v 7 ulcnW ..O z .. c�T W a E„ 3 J FTT� FT W °x *o d ZO o U � FBI U o o cn O O I ------------ O] Z Z J m d Y Y mFFTI (9 C9 I I I I I I I I I . i I � O WLL ¢ ¢ I I U) LJ a- Z W W LAJ W �L----------- 2' � of W W L I L------------ 12 RIGHT SIDE ELEVATION 7 LLJ 12 ¢ N rn 00 3-7/8 C\'T O CN o N CD r oOCN wRiz LLUr7 W> 3C] �Z�N rml M C -----------T� ,t}/ f F- " p� . [if > W d S' � z ¢ ( . o F- I I C ` - o J E- I I z ¢ ¢ Y ----------- ,q d7�7>�'1 co y� H_- Wocowco 1 _.. „fit(' g� Y i3_ FCf)-�Li=d-wco 0 -------------� 05/13/14 UEK/PocWS AT*M LEFT SIDE ELEVATION TM EL G XAS BEN SDEAL I/am/ FACE R FXTRAORD FROM AN APFROIFD - SYSTEMS OR PER MOOR.APPROVAL �� S#????/0#4676 2C TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FYH)PLAN HAS BEEN DERIVED FROM A (� O **ENERGY STAR** NO LOT LINE FIRE SEPARATION REQUIRED "' �� ¢�N SYSTEM SET OF FMH PLANS APPROVED BY D.0.5,MANUFACTURER'S APPROVAL N V UNLESS SPECIFIED OT HERMISE �,"'�', j1 N0.M 00IN ANY 66.E%PIRATION GATE 9/22/2014,VMICH HAS NOT BEEN V MOOIFLEO IN ANY WAY. �.. " 2 7NE ENERGY PLANS ARE W COMPLIANCE VMTH THE REQUIREMENTS OF THE ENERGY �"a 4 Q CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE r,,..�a M �•� y C] cn REVIEW OF THE STRUCTURAL ITEMS BASED ON , r THE LOADS PROVIDED BY ICON LEGACY CUSTOM MODULAR HOMES Ir sue. u_ z o¢`" "' vixw ft� � � Nwa f 'Of U a 05/13/14 w =3 a � = Aa 68'-0" 24'-0" 44'-0" 0 7'-0" 1717'-1" 28'-0" 38,-0" Y-4 3-2%105PF J2 DATA PLATE,STATE 13-1 1/2X1 1/4 3--%-F/1 3-2%6SPF/2 HEADER (2)24210 81 PFS LABEL LWN• SLIVER.:6068 LV.L HEADER HEADER 3056 HEADER 3056 2 -DzTo v 21'-0" U356 }21�/01/2 LITE ��� SPACE SB36 D B12 WIB � j m Z J L7. 11 23'-5Y 10'-7"" 2,-0" Y Y m C9 C9 KITCHEN 0-1 M M DINING ROOM LMNG ROOM - 3'-7" B30 B30 140.33 SQ.FT. of ROOM i 271.25 SQ.FT.of ROOM _ 11.23 LIGHT REQ'D. 21.70 LIGHT REQ'D. 5.61 VENT REQ'D. I 10.85 VENT REQ'D. O z Q M Q M I 30.80 LIGHT PROUD. 53.60 LIGHT PROUD. g O w 15.28 VENT PROUD. 27.68 VENT PROVD. F Y 11 owaLANc SUFFICIENT LIGHT&VENT PROVIDED. I SUFFICIENT LIGHT&VENT PROVIDED. > w o- Z L, W W x Y w W W Of - ------------------------------ I 16'-7Y2" --- -------------------------------------I----------------------------------------- ------- 21 1 2 X 20 -- EACH SIDE DROPPED FI--- 2 6 ___________________________________________ -�- -----------=----------- Ze�eesae-Gs.3-----��-------e- ----_- / 2/6 2/6 /6� ------------------ PAN. (2)1 1/2'%16+LVL(EACH 9DE)(DROPPED FADER) =I 3'-10, 3'-2T/6" 00 I w \ \ \ \ 0 cn -------------------------------------- i Q N N M Q \ \ O N O i C3) N I GE o o RC260022�C ASSEMBLY BEDROOM#4 FAMILY ROOM 158.23 SQ.FT.Of ROOM 149.89 SQ.FT.of ROOM LU 12.66 LIGHT REQ'D. I 11.99 LIGHT REQ'D. o N V7 6.33 VENT REQ'D. d 1 6.00 VENT REQ'D. ^ O n® CD LIGHT PROUD. I UP i5R 53.60 LIGHT PROVD. L ��w 13.8E VENT PROUD. ; 27.68 VENT PROUD. SUFFICIENT LIGHT&VENT PROVIDED. SUFFICIENT LIGHT&VENT PROVIDED. r i I t 5%" FOYEz1'-0" o M-2X65PF/2 242PO 12-3" 2'-0" I HEAD;'T PERED" 38 X 8 O.H.D. U356 8 X 8 O.H.D. S_9 ' /0 �Z 6i 3,N 3-1 1/HEM 1/4 3-1 HEADER 1/4 3-2 3056 3-2XBSPF 3056 3056 ELEQ LVL HEADER LVL HEADER -3-2X6DER/2 �3-2X65PF/2 L � , ;+TEMPERED' 3-2XADER/2 DROPS 24'-5Y2" 3-6" HEADER 9'-6" HEADER 1 18'-0" I 26'-6" 3-HEADER i2 32'-6" HEADER HEADER 7'-6Yz" I 36'-0" Z I O I 1 � U z I ON-SITE POR I j CH L'-I 15 NOTES: i 8xv i o CD 1. 2x6 EXTERIOR WALLS @ 161, O.C. 2. 2x4 MARRIAGE WALLS @ 16" O.C. 3. 8'-0" 1ST FLOOR CEILING HEIGHT I-g¢ _ �o�W� 8'-0" 2ND FLOOR CEILING HEIGHT 2010 RESIDENTIAL CODE OF NEW YORK STATE 9Q o� N ¢_�g��zu zu mW�J�n a- @O�O 4. SILVERLINE 3000 SERIES DOUBLE HUNG WINDOWS 2008 NATIONAL ELECTRICAL CODE 5. 55,448 TOTAL BTU HEAT LOSS ENERGY CONSERVATION CODE OF NYS-2010 EDITION 6. 7/12 STORAGE RAFTER @ 16 O.C. (TWO STORY) >srs�RY�Lo«1fL,w 7. 12/12 STORAGE RAFTER @ 16" O.C. (GARAGE) BUILDER IS RESPONSIBLE TO PROVIDE ICON LEGACY C.M.H. 115=FROW NA �°""/OfmER, PAEE L%IRACIED PiW ALL APPR0120 8. 8 1/4" x 9" STAIR GEOMETRY WITH ANY LOCAL/STATE CODES OR AMENDMENTS THAT WILL SYSIEMSORM MODEL APPRWA A 9. HANDRAILS MUST COMPLY WITH R311.5.6 NY RESIDENTIAL CODE EFFECT THE DESIGN AND CONSTRUCTION OF THE HOUSE. alo S#????/0#4676 3 " TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DETBVED FROM A A O O SYSTEM SET OF FMH PUNS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL Q'r--i N N U ew�irr- No.M ODB-06-D66.EWIRAMON DATE 9/22/2014,WHICH HAS NOT BEEN 0 M „w Y ANY WAY. Q _ 2 THE THE MODIFIED ENERGY W NARE IN A COMPLIANCECOMPLIANCEW17H THE REQUIREMENTS OF THE ENERGY IX M Q !t CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE co IIJU Wa C �a .t� 07.8761. U u 05/13/14 a *Q R O 24'-0" 4'-10" 15'-3" 30'-10Y" 4 U h 3-2X65PF2%105PF f2 3-2%45PF/2 �I U HEADER 24210 HEADER (2)3056 HEADER 3056 8'-0" 8'-0" II :5'-8" 2'-0" 12'-0" 6'-10Y" 4'-0" 3-2X4SPF/2 3-2X4SPF/2 0 - I----- 00 16 p p (n O O HEADER 3048 HEADER 3048 I I m Z Z -J EL 0- BEDROOM #3 Y Y 23'-6" I 114.50 SQ.FT. of ROOM BATH i2 N I 9.16 LIGHT _' �s� LAUt�flaY da ilIi � REQ'D. 4.58 VENT REQD. ad3i IIIiiI WIC.LGHT PROM 13.84 VENT PROVD. SUFFICIENT LGHT&VENT PROVIDED. cl � cn LiJaZ LJQE _____________________ LJ WW W PROPOSED 2ND FLOOR 2/6 2/6 STEPS ON-SITE Y OTHERS STORAGE zY (2)1 1/2-%24-LV.L(SHED BEAM) 2/6 2/6 2/0 (1)1 1/2'%11 1/4'LV.L(EACH SIDE) M CO o zo Pam' BEDROOM 11 w x urmi— 315.85 SO.FT.of ROOM p \ \ � \ \ 25.27 LIGHT REQ'D. N � � a/o i 12.63 VENT REQ'D. 3'-3" 7'-0" 3'-7Y2" 3'-0" 78.00 LIGHT PROVD. 41.40 VENT PROUD. BATH#1 SUFFICIENT LIGHT&VENT PROVIDED. r -------------I F-------------- I I a o TO N LLI - BEDROOM2 ]ESTAIRI HABITABLE SPACE = N N I I c 161.89 SQ.FT.of ROOM 0 ®o O 12.95 LIGHT REO'D. N w� 6.48 VENT REQ'D. ~ 26.80 LIGHT PROVD. 13.84 VENT PROVD. T-1" o a: SUFFICIENT LIGHT&VENT PROVIDED. 7'-5Y" 3-2X4SPF►L 24210 14'-7Y2" o 22842 HEAD 5'-9' Gz NN NN (2)3056 30210 (2)3056 9" /2 /z 3 F/28'-0" 7'- 1 -6JN 26'- HEADER HEADER AD 8'-0" 36' 0" Z O I I I U Z � Ln w W Z I Q � O � O W U C�j -i F- --—-- --—--J w ¢ _ a- o co co I-- Y I- 0 or-wco gQ oo.N Q i=)8i� d- 5W gJ�r7 aW oln go NO REVIEW OF THE STRUCTURAL ITEMS BASED ON THE LOADS PROVIDED BY ICON LEGACY CUSTOM MODULAR HOMES sroRr FLOOR PLAN rms DaR& m N uma WYM //am i rACE R 8 1/4' x 9' STAIR GEOMETRY R1aAHA �ED HANDRAILS MUST COMPLY WITH R311.5.6 NY RESIDENTIAL CODE C� v S#????/0#4676 3B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A A r'-CD O • 1. 210.12(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED SYSTEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL Q�N(V U Rq� IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, NO.M 006-08-066.EXPIRATION DATE 9/22/2014,WHICH HAS NOT BEEN - f�% MODIFIED IN ANY WAY. a U ¢ . '�,, +a i. a RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT w- CONSERVATION CONSTRUC71ON CODE OF NEW YORK STATE I THE BOGY PLANS ARE IN COMPLIANCE VAIN THE REQUIREMENTS OF THE ENERGY .a r- Q INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. �e F S �,• >o M W 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. {, ' x O vo.- 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) 1 °�, ��? A 04 GiLI�Zp <, U Lu 05/13/14 a a 3 *0 oo � U� WP GFl — cxncs GFl GFl GFl QQQ _ ,p3T `F J Bfl9H GRAN,0L II p p En O O GFl T.K. HWBB 1 I I I I m Y Y m CD U' $ I __------� III ------------® _-_--------- cFl O I I I I I I I �I I I I II I I I O I I II I I I I L------� 27' I I O M w I I AFF I I I N w jI PENDENT I I I w OR O_ j I I LIGHTS I I �y Qf � L'i Qf III II r-------- -- ------------ -----------3� L -- I I r-------------- I r-------�--- IIL TMW�IREo- I ---------------------------------------------------------------F------------------ ---T---------------------------- -------------- d r— — 3 FLU � A 11 I n ¢ CV Cr �_ CV O I I I I 51 _----_-----i C) ^ \ \ \ GFI I I I I L---J I i 8 I CV d- I I GFl I I I I I I I 3'HWBBell I I I r I {�- I = I I I T ------------------- O GIFT &Fl N I D ® I ®o O --------------J I I I I i I I I � I r-------J J o I I I --------- r� GFl I 16 HWBB i 10'Hm 30 OY I I �Z ACV NCV L— ELEC --------------------------------------- cFl IWP r� DROPS IGFl L-------- I O I I � I I U p O � w w Tn Q O Li U J �- L-_---------� W�¢ W_ CL Y c0 110 P .N Q zZ 5w Ps�I'7 Z_uj IC/T O�O W STM F=-CTFICAL ms elemlc xAs I¢nI SaAE I/am I PAGE F EXIRACIED DmM AN APPROVED mTPNs oR PER MODEL APPROVAL 4 A �� S#????/0#4676 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p f 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A W O O SYSTEM SET OF FMH PLANS APPROVED BY D.D.S.,MANUFACTURER'S APPROVAL Q'r-N N(� 1. 210.12(B) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED L `r"' a:� NO.M 006-08-066.EVIRAION DATE 9/22/2014.MICR HAS NOT BEEN p m IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, MODIFIED IN ANY WAY.€;- fi/ !r 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY 04 a�'"U RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT �" " CONSERVATION CONSTRUCTION OWE OF NEW YORK STATE .a I INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. l H '��, 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. t4+ ;t `I q O r-�z 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) 1 ` �{ z 0 �cl)zk� E LT.vaxQ3 N w L1. 05/13/14 0. 00 A U OFT OR -f--------- f 0 0 _—___ I I I CD CD I T.K.4'HWBB I m Z Z J E1 E1 I I A M I I TA EN _ 61 I I J I r fmw c0 GFl I I i Z _J Q Q 'Al O_ W >mv I I I GFl J-BOX FOR ' En W W Z W W �____________________ WHIRlP00L M R W ly- W > W > QY W W W ---------------- --------------- 4----------- 3 I L--- THERMO- INIRE $$$ ----- I I \\ --J - ----------------------- I oo Ih I o \ \ \ \ n a, N I I I I r I � I I I 53 o A c I N o cn I I o I I I r- o� 0 I I oN w� I I � Do I I � 4'HWBB I I I o Ih IV HWBB qp 10,HWBB I I I I I I o F-- I I I U z N W W F 0 I I I W U I I II W d J co Cfl gN Ci0 N cn z�Bid � 9wJ�I"')aW o(n ;cot' O ?�BSORY 9.ECTPo0-AL M 9 G HAS I@I S;—&I/am f PAGE R E%IRAGIFD TINY AN APPR014D STSIFI6 fA PFR YmFl APPRYYAL �� S#????/0#4676 4B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p " 1.THIS FACTORY-MANUFACTURED HOME(EMH)PLAN HAS BEEN DERIVED FROM A A r-CD O SYSIETI SET OF FMH PUNS APPROVED BY D.QS,MANUFACTURER'S APPROVAL Q r N N C.) NO.M 006-OB-066.EXPIRATION DATE 9/22/2014.WHICH HAS NOT BEEN 0M MODIFIED N ANY WAY. BUILDER INSTALLED HOLD DOWN FROM FOUNDATION 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY TO STUDS>2352[SUGGESTED USP STADIORJ OR EQUAL] CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE MIN.(2)WALL STUDS AT EACH LOCATON M;O M W --BUILDER INTAL SLED HOLD DOWN FROM FOUNDATION x' r r TO STUDS 3708[SUGGESTED USP STAD14RJ OR EQUAL] 94 p vs'a c) MIN.(2)WALL STUDS AT EACH LOCATION O Wv0 BUILDER INSTALLED HOLD DOWN FROM FOUNDATION 'Z',�H TO STUDS>6623[SUGGESTED USP UPHDB W/71W DIA. 'Z.O AN OR EQUAL]MIN.(2)WALL STUDS AT EACH LOCATION [QT•, N[S a • -BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS>6776[SUGGESTED USP UPH08 Wl 718-DIAL ANCHOR OR EQUAL]MIN.(2)WALL STUDS AT EACH LOCATION U 0 W °x :s Q z 24'-0" 44'-0" 0 0 Ua in 21'-6" I • • I -------------------------------------- --J • I FOUNDATION WALL INTERGRAL PILASTERS OR EQUAL REQUIRED®10'-0' I • I r 0 (/) O O • • • • • I SIDEWALL ANCHOR BOLTS(TYP.) O.C.WHEN BACKFlLL EXCEEDS 4'-0'IN HEIGHT CONCRETE FOOTING I I m Z Z J EZ CI- (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) I I Y Y M CD CD 112"@ 72"O.C.OR 518"@ 77 D.C. I • I • --------------------------- ---------- FOR A LATERAL LOAD OF8,1951bs. I • I I I I I 23'-7y" 1 1 ' I 43'-6)" I SIDEWALL#1 ANCHOR BOLTS(TYP.) I I 1/2"@ 52"0.C.OR 518"@ 72"O.C. I • I I • I o J J • i FOR A LATERAL LOAD OF 5,744 lbs. i • i C\CONCRETE FLOOR Z J Q Q I I I \ I (n J Q LL LL I I • �I • I I • ' ' III •• II �ENDWALL ANCHOR BOLTS(TYP.) ENDWALL ANCHOR BOLTS(TYP.) w w1/2" 13"0.C.OR 518" 18-0.C. Lz� wj Ljll 17'_4" 112@13O.C.OR518@l8O.C. w FOR A LATERAL LOAD OF 23,104 Ibs HOLD DIM. FOR A LATERAL LOAD OF 23,1041bsOf cr_ • 5'- 5-6" 5-6 5-6 5-6" 5-10" 5-10" 5-9"y I I o II II ENDWALL ANCHOR BOLTS(TYP.) • 1 1 -- 1/2"@ 46"0.C.OR 518" ---F�- ------i- -�--- I • I c w @ 69'0.C. I L--- - `-- -- `---- -' ---- I I I— \\ \ \ \ v I FOR A LATERAL LOAD OF 7,320 Ibs I • I 8,692 9,300 9,300 9130 17,631 5,460 5,380 • a N °' °O o C:I I l # # # # # # # I o \ \ � \ \ • i 4,042# 12,981# • I T� 6' `� a . SUPPORT COLUMN I I i • i &FOOTING 17'-3 4" I40, I UNEXCAVATED GARAGE I I I I • • I i O G.F.I. RECEPT.j • I O I I L----- BY OTHERS I I " C14 v~i I I • I • I i ra CEILING MOUNT sD I ' ocj W= I I • j SMOKE DETECTOR ac/DC I • I R� � � I I j INSTALLED BY OTHERS I I • I I • I � I • I I I I I SIDEWALL#2 ANCHOR BOLTS(IYP.) II • L— ———————— SIDEWALL ANCHOR BOLTS P) • N I I 112'@15"0.C.OR518"@25'O.C. • • • • I 112"@72'0.C.OR518'@72'O.C. I • I FOR A LATERAL LOAD OF 5,744 lbs 0 • FOR A LATERAL LOAD OF 8,1-95-1bs L------------------ ------------------- F---------, L------------------- —.--- ------ ------------------------ I I roo 0 rn • • • • • • • j j • • • • • • Z gC [V --- ---- -------- 1——0—" ------- ---- --- L----------------------------------------------------------------J 2'-1 24'-W/22" 7'-6Y2" 36'-0" Z O U cn a ZD THIS FOUNDATION PLAN IS FOR DIMENSIONS ONLY. FOUNDATION WALLS, FOOTINGS, z0 j— UO COLUMNS, PIERS, AND SLAB TO BE DESIGNED BY OTHERS TO MEET STATE AND/OR U w � LOCAL CODES USING EXISTING SOIL ANALYSIS. MANUFACTURER. ASSUMES NO � ¢ Y RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION. ANY AND w Q w (i J Lo co ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN _ "BUILDER COPY") BY BUILDER/DEALER PRIOR TO FOUNDATION CONSTRUCTION. THE �(~n�O co c~iT BUILDER DEALER MUST CONTACT MANUFACTURER. WITH ANY DISCREPANCIES PRIOR 9a�Y ScV 51-d�J 7 aw ocf)ECD�O TO THE START OF CONSTRUCTION. MANUFACTURER. WILL NOT ASSUME ANY RESPONSIBILITY IF BUILDER/DEALER/OWNER EXCEEDS MAXIMUM SPACING OF SUPPORTS AS SHOWN ON THIS DRAWING. - WINDOW CENTER LINE LOCATIONS FOR RAISED RANCH AND/OR SPLIT—LEVEL MODELS FOUNDATION PLAN TO BE OBTAINED FROM "BUILDER COPY" DRAWINGS. 45 i0006 HAS HFE sum A/amI PAGE EXIRACIFO FIIW AN APPROVED SYSTEMS OR PER YODEL APPROVAL �� S#????/0#4676 5A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT. p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PUN HAS BEEN DERIVED FROM A (] p O SYSTEM SET OF FMH PLANS 11 N Mo. 006-08-066.DPIRATION DATE 9/22/2014.WHICHAH SR NOT BEEN OVS O..-i M MODIFIED IN ANY WAY. Q U 2.THE ENERGY PUNS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY y CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE �fil�MC7 Rrvsaxa,ra x0 Sr-z co 13'-10%" SHIPPING WIDTH f �: . • . x N 0. c� CD a W W a CD CD � � CL K 3 CL w Jf G,a 1Q *$ CD 2x6 sPF 2 05/13l14 0 F F-1 CD 6-0 00 - � oolnoo m Z Z .—I 11 a- - Y Y m C9 C9 � �16 C4 1/2" 00 00 2x4 0 �, 3 1/16" o Lw z z 2x4 C.0 w 0- z ���� 5� 2x6 - .2„ Ld 2x6 SPF 2 Fti OVERHANG _ BLOCK -' R . 1 117/8" �2 � �. 12 ----- ti�6Se� � 7 GUSSET N 1,6 PLATE o (.0 I of a xa o 9 a��o 4'-0" 4'-0" co I 2x8 SPF#2 2x8 SPF#2 oM ��90 rn �Z N NN 10" L 27'-6" o U m 7/12 - 27'-6" WIDE - GOODTO - 161, 40#GSL O.C. o 1.— CD im W U STORAGE RAFTER J z�T„ Q Y W Q = I1 CDC-O C^O a��g 7/12 RAFTM THIS TRUSS DESIGN MAY BE. USED FOR LESSER SPANS PROVIDED N OR M � � s1371/OVERT PA(fR NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. S#????/0#4676. 6A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p CONNECTION: A—2 CONNECTION: A—1 1. YST FACTORYFMFMH LAN A RO ED BY PLAN HAS BEEN DERIVED APPROVAL A Q � o SYSIEId SET aF R01 PLANS APPROVED BY D.0.S,YANUFACRIRER'S PPPROVAL N!, NO.M ODB-08466.DPIRA71ON DATE 9/22/2014,MCH HAS NOT BEEN c r.C.rT MODIFIED IN ANY WAY. u 2 THE ENERGY PLANS ARE IN CDYPUANCE BATH THE REQUIREMENTS OF THE ENERGY �"Q ,--i U 1 1/2" X 20GA. STRAP @ 16" O.C. USE 1-16D NAIL INTO END ��ATONCONSTRUC71ON CODE OF NEW YORKSTATE �W^ < �-W/2-6D NAILS EACH END CONNECTION: B-1 x>ro o mw GRAIN EACH END a a vv AND USE 2-6D NAILS THROUGH SHEATHING cn w .. __ -' USE 10D NAILS @ 11" O.C. ----- z o THROUGH PLATES �� OR N w ax w ALTERNATE�`�., � USE 2-16GA. STAPLES THROUGH SHEATHING U ! ! USE 1-8D NAIL EACH END OF 1X4 ----- U a CONNECTION: B-2 ws $ USE 1-16D NAILS TOENAILED EACH END y 4 AND T USE 10D NAILS @ 11" O.C. THROUGH PLATES z CONNECTION: C ° -� u USE 7-16D NAILS EACH END p p cn 0 0 J 0- a- Y m u C9 CONNECTION: E CONNECTION: A-1/2 CONNECTION: D USE 1-3/8" BOLT PLUS 05/13/14 --- 1 1/2" X 20GA. STRAP _ 5-6D NAILS PER GUSSET EACH SIDE CONNECTION: B-1/2 - W/6-10D NAILS EACH END z w a Q p ::E W J Z Z ------ OR w ¢ L� z 7-16GA. STAPLES PER GUSSET EACH SIDE LLJ a_ w CONNECTION: C - 2x6 SPF 2 \ 9-6D NAILS PER GUSSET EACH SIDE OR 12 � 11-16GA. STAPLES PER GUSSET EACH SIDE 6 SQrD 7 N � R- ICN CONNECTION_ E C14�o wC) CONNECTION: F -'�, R= C F- UPLIFT CONNECTION 2x8 SPF#2 �/ 2x8 SPF#2 CONNECTION: F --- -- UPLIFT CONNECTION UPLIFT CONNECTIONS - o , '- 1 1/2" X 20GA. STRAP z'�6 'l USE 10-16D NAILS THROUGH DECKING EACH SIDE W/4-10D NAILS EACH END OR OR OVERLAP SHEATHING DBL 1 1/2" X 20GA. STRAP %� o W/9-10D NAILS EACH END -- - "Jr 'I,- 1 11 11 > U 7/12 - 27 -6 WIDE - GOOD TO 40#GSL - 16O'c' 0CD UPLIFT CONNECTIONS w p J I- --- STORAGE RAFTER F_ w F_ Ll 1 1/2" X 20GA. STRAP LSN go N o --W/1-1OD NAILS EACH END f5 NY WE'4 a��g �I GOOD TO 150 MPH WIND SPEED , I. 7,128AFTFA WNX-CIpN THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED A/wal, PAMJ: NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. S#????/0#4676 6B 8'-11" 4'-10" 3'-1 1/2" 10'-7 1/2" 30 Pg SLOPED SNOW=23.1 psf 30 Pg UNBAL SNOW=36.4 psf 30 Pg UNBAL SNOW=38.4 psf 30 Pg SLOPED SNOW= 17.8 psf 8'-4" 5'-5" 3'-6" 10'-3" 40 Pg SLOPED SNOW=30.8 psf 40 Pg UNBAL SNOW=46.96 psf 1 40 Pg UNBAL SNOW=4.7 psf 40 Pg SLOPED SNOW=23.7 psf 7'-10" 5'-11" 3'-101, 9-11" 50 Pg SLOPED SNOW=38.5 psf 50 Pg UNBAL SNOW=57.5 psf 50 P UNBAL SNOW=59.0 psf 50 Pg SLOPED SN W„=29.6 psf 7'-4" 6'-5" T-1 1/2" 9-7 1 y2 60 Pg SLOPED SNOW=46.2 psf 60 Pg UNBAL SNOW=68.1 psf 60 Pg UNBAL SNOW=69.33 sf 60 Pg SLOPED SNOW=35.5 psf CON 1e 4'-2 13/16" 2'-10 15/16" 6'-7 1/4" CON I CON 1 CON 1 D --.,CON 1 A 12/12 TOP CHORD OPTIONS: co ------------ � 2y��SpF2 , 4.7s 2x8 SP #2 — 30/40/50 Pg 2 2x8 SYF#1 — 60 Pg I ;o 4'-4 1/2" 4'-7 1/4" ;4'-9 1/4" 11 9/16" CON 1E4'-9 5/8" i� 2x6 SPF #2 1 CON 2'.__: CON CONT. BRACING CON 2A 2x6 SPF 2 CON 3 ` 10'-6 15/16" 2'-9 5/16" 5-7 1/8" CON 5B NON—STORAGE= 10 psf LIMITED—STORAGE=20 psf NON—STORAGE= 10 psf I� 19'-4 1/8" GRAVITY REACTIONS: GRAVITY REACTIONS: 30 Pg=365 per raker 30 Pg=852J per rafter 12 40 Pg=461 per ratter 40 Pg=993 per rafter �p 50 Pg=550 per raker 50 Pg= 1117 per raker 1 12 fi0 Pg=643 per raker 60 Pg= 1237 per rafter 1 CD UPUFT REACTIONS: UPLIFT REACTIONS: 00 N 90mph=282 per rofter 90mph=229 per rafter \ L� 100mph=351 per rafter 100mph=286 per rafter 110mph=424 per rafter 110mph=344 per raker 120mph=507 per raker 120mph=413 per rafter I (o x N I > CON 4B _ CONT. BRACING mm m - 'CON SA m z o Z 2>-9 i )CON 5B i z N N r 6'-11 1/2" 00 O F_q LIVE LOAD=30 psf NON—STORAGE=10 psf c0 = (7) 13'-8 1/2" BOTTOM CHORD OPTIONS: o n 0) GRAVRY REACTIONS: GRAVITY REACTIONS: 2x10 SPF#2 — 30 Pg 30 Pg=544 per rafter 30 Pg= 620 per rafter O� 1 40 Pg=616 per rafter 40 Pg=728 per miler 2x10 SYP#1 — 40/50/60 Pg 50 Pg=654 per rafter 50 Pg=916 per rafter m I 60 Pg=701 per raker 60 Pg=916 per rafter N o > UPLIFT REACTIONS: UPLIFT REACTIONS: N o l 90mph=67 per rafter 90mph= 178 per raker o v L 100mph=87 per raker 100mph=225 per rafter 3 0 ``' v 110mph= 105 per rafter 110mph=270 per ratter 6 C N $D C a° 120mph= 130#per raker 120mph=329 per rafter KA o m z O ICON LEGACY CON 1B CON 1B CON iD CON/ 276FT1212S �• ON to SHEET NO: 4 OF 8 SCALE : NTS DATE :05111112 DR. BY :GLENCO NO _ CON IE ON 2A i~ 1 ( I CON J CON J 12 �12 SIMPSON LSTAIS SIMPSON HLSA OR EQUIVALENT .131'x3'TOE NAILS .131'x3'NAILS OR EQUIVALENT (2).13IN3'NAILS SIMPSON H— OR EQUIVALENT DETAIL 1 DETAIL 1A DETAIL 113 (RIDGE BOARD TO RIDGE BOARD)ON SITE (12/12 RAFTER TO RIDGE BOARD) (5/12 RAFTER TO LEDGER) (2)ROWS SIMPSON SP4 .131W NAILS OR EQUIVALENT .131'x3'NAILS SIMPSON H2.SA DETAIL 1C DETAIL 1D DETAIL 1E (LEDGER TO KNEE WALL) (KNEE WALL TOP PLATES TO STUD) (KNEE WALL STUD TO BEAM) (ON-SITE) ON-SITE (ON-SITE) SIMPSON LSTAIS .131'x3'NAILS OR EQUIVALENT .131'x3'NAILS APPROVE (? I DATE 5131/12 PFS CORPORATION Bioomsbueg,PA DETAIL 2 DETAIL 2A (CONNECTION ACROSS FLIP JOINT) (FLIP STRINGER TO TOP CHORD) 6D . 1 CON LEGACY 276FT1212S SHEET NO: 5 OF 8 SCALE : NTS DATE :05111112 DR. BY :GLENCO NO CON 5B J 12 CON IA / �12 I CON 48 `CON 5A CON SB .131NY NAILS .137 NY TOENAILS .13113'FACE NAILS DETAIL 3A DETAIL 3 (COLLAR TIE TO KNEE WALL) (COLLAR TIE TO TOP CHORD) SIMPSONLSTA15 OR EQUIVALENT SIMPSON LSTA15 OR EQUIVALENT DETAIL 4A DETAIL 413 (KNEE WALL TO RAFTER) (KNEE WALL TO BOTTOM CHORD) 7116'..12x16 GA STAPLES TO EACH 7116'OSB GUSSET FRMG MEMBER .131'z3'NAILS J. -F - APPRO DATE 5/31112 PFS CORPORATION Bloomsburg,PA DETAIL 5A DETAIL 513 (RAFTER TO CEILING JOIST) (CEILING JOIST TO WALL) 6D. 2 27611:1212S capes he d fiDI V o.c.Rafter Connections Location Load Force Connection Fasteners Required Reference 30 gsl 94ptf @ 9 in OC 40 gsl 126 pit @ 7 in OC 509sl 161 p8 0.131'x3'toenails-ridge board to ridge @5 1.DO board = NDSTabi.11N 60 go[ 171.pit°. @5in OC Ridge Connection (On Site) 90 mph 188 pit @48 in OC 5 100 mph 21 pH o Simpson'Strong-Tie LSTA15 Use @ 48 in OC (12)0148'x2.5'nails-(6 each end of shop). Sheet 6 116 mPh 261.pit __Across ndge @':32 in OC 120mph 311=pit "F- I I@32 in OC. 300 iss pit (2)0.131"x3'toenails `:@4 in OC 400 252pit (2)0.131'x 3'toenails @.3'en OC 50 gs1 302 pft D (2)0.131'x 3'toenails @2 in OC 12112 Top 609sl 342 pit r� (2)0.131'x3'tcenai5 „@tin OC. NDSTabl.IIN N Chord Hip Connection ; (On Site) 90 mph 186 pit @ 48 In OC 100 mph 215 pit a Simpson Strong-Tie LSTA15 - Use @ 48.�OC(12)0.14B'x2.5-nails-(6 each end of strap). Sheet 6 110 mPh. 261 pit _Across ltip joint. ° @32in OC 4120 mph 311 pit =@32in OC '30 gel 1251b 0.131'x 3'face nails to into endgmin 2'per rafterr Q 12/12 Rafterro 40gs1 leer. 0.131'x 3'face nails to alto endgmbn -3per rafter lV Ridge Board 6 rug gd 201 to 0.131'x 3'face nabs to into endgran 4 per rafter ad Rafter to Ftip NDS Table 11 N Q Stringer 609s1 226:lb 0.131'x 3'face nails to into endgrah 4per rafter Connection _ Sf12 Rafterto 90 mph 193in 1-per:rafter m Ledger 100 mph 242 to o .-Peon Stmng Te H2.5A Iperrzfler Connection 5 U.(5).131'X7.5'nails to rafter.and 110 mpti 28216 (6).131'X1S'n'l to led�ger .1 par rafter _ (On Site) 1 per after '309s1 639 pit �,,.., @4 in OC. 40gs1 '745plF _ @3:toOC _ + 50 get 838 pit S(2)rows 0131'x 3'face nal6-One row unto @3in OC E each top plate'-Stagger spacing between NOS Table 11 N Ledger to Bit 60 gel 928pit O. rows - :,@ 2'm OC U Knee Wall Top _ Plates Connection ".ph262 a (2l rows 0.131'x3'lace nails-O'ne rmm into @16 in CC. .4 - :each lop plate @is in OC NDS Table 11N @12 in OC ' 90 mPh 145:pit -.." .@ 16 in OC O S P Wall 100 mph 182 Pit o Simpson SP4 stud plate tie @ 16 in OC Sl eel? Stud Top connection To 110 mph 212 pit, llse(6),148'rX1,5-nails to l6'oc,stud _@ 16 in PI t st . ' 120 mph 262 pit _.@ 16 to OC - 30 gs1 852lb 10 per side 40 get 993tb- - - ll persNe 50gsf 14171b-. �' •131'fl'face nails in.beam eacin sate into "*12 per side E 18 oc.knse wall sMd leggerepecmg NDS Table 11N 60gsl -p371tr'a betweenrows 14 per side Shed Knee Wall-go- ' d W Stud to Beam -. Connection 90 mph 1931b 2 perside - 100 mph 242 he o -1315ci'=a nails mm been,each We into 2 per sde _ 16'o.e knee wan stud-stagger.spacing Sh-17 110 mph 292Ib` between lows '120 mph 349 lb - '' :, = 3 per 90 mph 251,to : 3per rafter " Covar re to - M Rafter 100 mph 2871b ..131'x3-face nals 3 perrafter Sheet 7 Connection 110mph 348 lb - '3 per rafter 120 mph 4151ti _ _ 4 par rafter ;90 mph ,251 lb - #Sx4"Screws Toed OR, 3Par sled -Simpson '- LSTA15 Strap w/(10)O,f48x3 nails 1 per stud m 100 mph -28716 #Sx4'Screws Toed OR 3 per stud = a 12/12 Knee Wall Sunpson LSTA15 Strap w/(10)0.148x3 note 1 per stud 4 Connection #8x4'Screws Toed OR 4 per stud •=Sheet 8 110 mph 34811. Simpson LSTA15 Strap w/(10)O,l48x3 nals „1.par stud °raft mph 41516� #8x4'Saews Toed OR, 6peretud - SbnPson LSTA75 Strap w/(10)0.149.3..Is • 1 per stud 90 mph 251:to 2 100 amh 287 lb c 2xbeanng buck fastendw/ 3 0,131'x3'.-o ...-b.111t 110 mPh. 3J81b $ ,. 3 -12O mph. 41'm 4 _ Alternate Rafter 309s1 500N g b12f12 Knee 40 gsl 617 U, 7 ' Q wau connection : _ 50 get 7201E Z' - 8 , 60gs1 820"Ib 2x bearing blockfastendw/ 9 0.131'4'Nails NDS Table 1IN 12112 Rafter to 90 mph 251 Ib .i= ` Q Ceiling Joist 100 mph 2881h �, (2)7/16-WSP Gusset Plates(1)ea side or 4 - 7/16 1 1/2'x 16 go in Connection 110 m o rafter 16 m oC staples each side par Shoe11 (O Site) 3491b @ - 6 rafter a Perbeimglaist. ��w.-.APPROVED 120 mph 415@: ,. 8 -a DATE 5/31/12 90 mph." 1391b ,. - 1,2per(oi7- PFS CORPORATION m Ceiling Joist to JE1920ph 172 lb 'o 2periolsl Bloomsburg,PA N Wall Plate 0131'x3 b aAs SheB14 Connection ph 209 m 2 per laisl ph 2ae6 3perjoui An equal or better connection device may be substituted for any connection device Ilsted. Boa Leq.cy 276111212S Cape Shed Rafter Q 16'o.c. SHEET NO. 7 OF 8 cALCUWTEO BY DATE 5/1112 01 1 ..Ec—BY NEV6FJl 6D.3 PAGE NUMBER 9.123763.7 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: RIDGE VENT& SHINGLE 2X6 RIDGE BOARD Eo�,•,•o 1.THIS FACTORY-MANUFACRIRED HOME(FMH)PUN HAS BEEN DEAIYED FROM A O O Q CAPS FIELD INSTALLED ^' TS ' ROVAL U NO.�MAODG-O8-D66.EYPIRATION SET OF FMH PLANS �DAITEE%22/2014,W CH HAS MANUFACTURER'S BEEN �r NODIRM IN ANY WAY. .r 7 /12 FLIP RAFTER/TRUSS EXTENSIONS . • 2 THE ENERGY PUNS ARE IN COMPUANCE NTH THE REQUIREMENTS OF THE ENERGY 0 Q, U . :- CONSERVATION CONSTRUC11ON CODE OF NEW YOR(STATE Q w SELF SEALING CLASS"C° OR �T+ " Y, y� x C)�>0 o BETTER FIBERGLASS SHINGLES } f' Q ��z OVER 15# FELT PAPER (MIN) 12 ,- 0 cz R1`aO ON 7/16" W.S.P. OR BETTER R Lu.! GO z ., REFER TO RAFTER CALCULATIONS 7 �` �' ,r x w REFERENCE CALCULATIONS MANUAL ` cro Ill a SECTION 10 FOR SPACING AND S SPECIFICATIONS ],.��787 r u FIXED OR FLIP EAVE OVERHANG R F05/13/141 w x g ALL WIDTHS -ALL PITCHES a a ICE SHIELD CONSISTING OF AT LEAST TWO g LAYERS OF UNDERLAYMENT CEMENTED TOGETHER *o OR A WATERPROOF MEMBRANE SHALL EXTEND FROM ALUM. DRIP EDGE THE EAVE'S EDGE TO A POINT 247 INSIDE THE ZO o REFER TO RAFTER CALCULATIONS EXTERIOR WALL LINE. ( 1/2x6 SUB. W/ALUM. FASCIA- H u OR 1x6 CEDAR FASCIA DBL 2X6 TOP PLATE, STUD GRADE COMPRESSION R-38 INSULATION W/VAPOR BARRIER 1/2" OR 5/8 DRYWALL R-21 HIGH DENSTIY INSULATION W/VAPOR BARRIER VENTED SOFFIT STRIP (CONT.) l�f DRYWALL CEILING(GIRDER 2X10 MNPF#2 REIQUIRED W/24°GH STRENGTH 1 O.C. FRMG) 7/16" OSB SHEATHING 2X6 SPF STUD GRADE ® 16" O.C. 1/8" THERM-0-PLY OR BETTER EXTERIOR FINISH OVER AIR INFILTRATION o o v) O O VINYL SIDING, STUCCO, MARRIAGE WALL SHEATHING OPTIONAL 1/2" DRYWALL BARRIER OVER 7/16' AGENCY RATED SHTG m Y m � CD CEDAR SIDING, OR T1-11 o PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" i PER THE 2009 /2012 IRC 2X4 SPF#2® 16" OC 1/2" DRYWALL W/DBL TOP PLATE J J Z J Q Q O UJ J Z Z_ T& G O.S.B. OPTIONAL FLOOR TRUSS PER > w a- z �`_ (GLUED (GLUED & NAILED) ui = j j APPROVED TRUSS PRINT 1Y E? Lu w DBL 2x10 SPF #2 FLOOR PERIMETER cl� ft� 0:f 2X10 SPF #2 ® 16" O.C. FLOOR JOIST DBL 2x10 SPF #2 CEILING PERIMETER 2X6 SPF #2 ® 16 O.C. CEILING JOIST 2X6 SPF 2 ® 16' O.C. CEILING JOIST PERIMETER INSULATION 2x2 LEDGER DBL 2X6 TOP PLATE, STUD GRADE 1✓7 co a �_ OR JOIST HANGERS 1/2" OR 51T DRYWALL R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER Lu � \ 7/16' OSB SHEATHING o \ \ ao f� CT N � � 1/8° THERM-O-PLY OR BETTER--__ 1/2" DRYWALL EXTERIOR 2X6 SPF STUD OR AIR INFILTRATION VINYL SIDING, STUCCO, MARRIAGE WALL SHEATHING OPTIONAL BARRIER OVER 7/16" AGENCY RATED SHTG CEDAR SIDING, OR T1-11 o PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" PER THE 2009 / 2012 IRC o 2X4 SPF #2 ® 16' OC 1/2" DRYWALL N cf) W/ DBL TOP PLATE ^%o p GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS N w� LOCAL REQUIREMENTS A^ � ~ 5/8 T& G O.S.B. DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE (GLUED &NAILED) OPTIONAL FLOOR TRUSS PER WITH 16d NAILS ® 6" O.C. ON-SITE BY BUILDER. o APPROVED TRUSS PRINT EXTERIOR SHEATHING FASTENED OVER SILL PLATE& TOP OF SILL PLATE ¢ MODULE SEAM WITH (1) ROW OF 10d NAILS ® 8" OC 2X10 SPF #2 ® 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER.PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. o r7 o Ld R-19 INSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL GRADE �zN yN Iz- (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER OR JOIST HANGERS (4) 2X10 SPF#2 FLOOR GIRDER OR BETTER ANCHOR BOLT OR MIN APPROVED FASTENER BOLTED WITH 1/2" THROUGH BOLTS ® 6' OC ' z ON-SITE BY OTHERS 3/8"Wx9" MIN q O STEEL PLATE U _ O � cn Q ::D `• z O STEEL SUPPORT COLUMN (SIZED BY OTHERS) CD I— O SEE FOUNDATION PLAN FOR SPACING r'e. U I— U FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC p o -i � DESIGNED BY BUILDER PER LOCAL CODES Q. w gv) w � co co AND LOCAL SOIL CONDITIONS 3 1/2' MIN. CONCRETE FLOOR �¢ _ O o�W� �L�i M El M�w Q �f5 E 3 Q a �C"U5 AD 7A2 CROSS SECTION REBAR MAY BE REQUIRED (PENDING SOIL CONDITIONS) LOLLY COLUMN/FOOTING TMS A�G M my AN FR DaRACIED OM APPRM 1/DfADt PAGE It 2" MAX. DIA. GRAVEL MIN. 4° THICK VAPOR BARRIER 6 MIL SaR�a PER Mrou A�AU COMPACTED AND LEVELED OFF POLYVAPOR BARRIER,OVERLAYED 12" AT SEAMS S#????/0#4676 7A (OR PREVIOUSLY UNDISTURBED) �(� TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p s - 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A W p NO.9 006-08-066.EXPIRATION EM SET OF FMH PLANS R ATE%22/2014,WHICH HAS NOT BEEN BY D.O.S..MANUFACTURER'S OVAL O M MODIFIED EN G ANY WAY. pQ"M Q 2 ON ENERGY PLANS ARE IN CONPIIANF NEW THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE r-a �W..cn xoCD r'— ca x,-vz 1212 �zo¢° Nwaw3 U a Q � 2X6 RIDGE BOARD C7 0 RIDGE VENT& SHINGLE a CAPS FIELD INSTALLED a FLIP RAFTER/TRUSS EXTENSIONS ZZ 0 SELF SEALING CLASS"If OR BETTER FIBERGLASS SHINGLES OVER 15# FELT PAPER (MIN) 1p SPF#� ON 7/16" W.S.P. OR BETTER 2X � o o cn O O ICE SHIELD CONSISTING OF AT LEAST TWO m Y Y m C-D C-D LAYERS OF UNDERLAYMENT CEMENTED TOGETHER REFERENCE CALCULATIONS MANUAL OR A WATERPROOF MEMBRANE SHALL EXTEND FROM SECTION 10 FOR SPACING AND THE EAVE'S EDGE TO A POINT 24" INSIDE THE SPECIFICATIONS EXTERIOR WALL LINE. 2,6 SPF12 VENTED SOFFIT---- p g w ¢ ¢ DBL 2X6 TOP PLATE, STUD GRADE Of w Of ¢_ w z R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER uj � > L- 7/16" OSB SHEATHING- — 12 2X6 SPF STUD GRADE ® 16" O.C. o �12 EXTERIOR FINISH OVER AIR INFILTRATION BARRIER OVER 7/16" AGENCY RATED SHTG 1/2" DRYWALL E� co F- \ \ � \ FIXED OR FLIP EAVE OVERHANG ¢ N rn o cv 5/8 T& G O.S.B. ALL WIDTHS -ALL PITCHES rn N a (GLUED& NAILED) SEE PAGE 12G ALUM. DRIP EDGE REFER TO RAFTER CALCULATIONS 1/2x6 SUB. W/ALUM. FASCIA OR 1x6 CEDAR FASCIA C) COMPRESSION MIN"R" VALUE FIBERGLASS 1/2" OR 5/B" DRYWALL ----VENTED SOFFIT STRIP (CONT.) OR CELLULOSE INSULATION REQUIRED 2X10 MIN SPF #2 (HIGH STRENGTH 1/7 DRYWALL W PER INDIVIDUAL RES-CHECK. CEILING GIRDER REQUIRED W/ 24" O.C. FRMG) DBL 2X6 TOP PLATE, STUD GRADE WC�l R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER 1/8° THERM-0-PLY OR BETTER 1/2" DRYWALL _�7/16" OSB SHEATHING VINYL SIDING, STUCCO, MARRIAGE WALL SHEATHING OPTIONAL 2X6 SPF STUD GRADE 016" O.C. CEDAR SIDING, OR T1-11 m _ EXTERIOR FINISH OVER AIR INFILTRATION j BARRIER OVER 7/16" AGENCY RATED SHTG 1 2X4 SPF#2 ® 16" OC 1 2" DRYWALL W/DBL TOP PLATE / <z o��N GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS M LOCAL REQUIREMENTS 5/8 DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE >_ (GLUED& NAILED)T&G O.S.B. OPTIONAL FLOOR TRUSS PER WITH 16d NAILS 0 6" O.C. ON-SITE BY BUILDER. o ( APPROVED TRUSS PRINT EXTERIOR SHEATHING FASTENED OVER SILL PLATE& TOP OF SILL PLATE MODULE SEAM WITH (1) ROW OF 10d NAILS @ Er OC 2X10 SPF #2 ® 16" O.C. FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. O PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. w R-19 INSULATION :!i.r. W/ VAPOR BARRIER 2x2 LEDGER OR (4) 210 SPF#2 ¢ .. L 2X6 MIN SP#2 PRESSURE TREATED SILL z Q � (FIELD SUPPLIED AND INSTALLED) JOIST HANGERS .'°. FLOOR GIRDER BOLTED WITH 1/2" THROUGH BOLTS U N O O ANCHOR BOLT OR MIN APPROVED FASTENER "'' o J U ® 6' OC ON-SITE BY OTHERS FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC 2x12 TREATED SILL PLATE - DESIGNED BY BUILDER PER LOCAL CODES zN w ¢ Y • '.: SUPPORT PIER r AND LOCAL SOIL CONDITIONS .¢ _:...1..�. :i g(nO c0 (n�L�i I PIER FOOTING S¢>^= cv ¢��fB I I sw�����wocn OHO I ' CRAWLSPACE WI2%M°°`4'CMM SEC'10N To a DNG HAS mN sum I/amen I PAGE I DaRcm AM AN MPROISD SYSNYS OR PER YODEL APPRDVAL �� S#????/0#4676 7B TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A Q p O N MQ 006-08-D66.SYSTEM SET OF FMH PLANS DATE 9/22/2 14,MICH HAS RNOT BEEN O M� MODIFIED IN ANY WAY. )Q ,..4 U 2.THE ENERGY PLANS ARE IN COMPUANCE WITH THE REQUIREMENTS OF THE ENERGY a M Q CONSERVATION CONSTRUCTION CODE OF NEW YORI(STATE I-a MAIN HOUSE .�Ti> ^W vp z la� vz RIDGE BEAM -'� fir" E�/J f 4 ..O NAILING DETAIL ' T" �+'4/ z 0 MOD.TO MOD. i6d NNLs-Eat WANIN CEILING BEAM �* CONNECTION DETAIL SEEADDITTONAL �` S " PAGE FOR RAFTER FASETNING t [Alk00RY N�FT,lAC­V NE F dd rA, jg1Ek IJ�S^I5N{�`1?0�h�[hILu 11FD A6 RIDGE BOARD (PLAiE�toA4fw1!)Eo�)o>•o.t '� c' � ' gq 7 k p 7 r 6d NAILS SEExx $ 2.2 LLD1tER ��P)'W�fi OR OUANATTNIppITpTVED vS5ST(ENU(tus EE .o- 1N51)�P� CONNEC110NROF4 LBS.) 4J..p� pCSt V�IS ♦:i WY Y -1 Q . 12 16 GA STAPLES SEE O APPROVED SYSTEMS FOR OUAMTY O GUSSETPLATE 05/13/14 u NAILING DETAIL )....(U A�5e TT ENp��g 55 po� TRU550 BOTTOM CHORDOTO TOP PLA 00g5N0 >_ M M (n O O TD NNL10 m Z Z _J LL LL NG 0d 0 Y Y m C-D CD ($1�N R0�DPa6 P� D FACTORY INSIAILED DTFP�W''FP' TD R�tS `BOTTOM PLATE TO PERIMETER) • �a�P� HTINS 6d�E'� N,a gP OfOP p L 2 2 2 ��D a EACHA{R�gGIF pg A�TAX 15H/EATWIIING W/L(ZW7/ROWeSd OF 16 Gp. \� \• gp1 P1 STAPLES®2 O.C.(UR EOVAL CONNECTION OF 444 LBS.J J J 1 4.a i Z J Q Q LLJ —i Z Z LLJ I N I tl 1 II I 2ND LEy��ENDWALL-SITE INSTALLED 16d > I NAILS TOENAILED®}•p.0 AROUND PERIMETER W (17)3/8-4-LAG SCREW I U I tl 1 - I tl I„ ; OR USP MP4F 0 12.0.G � W LLJ LIJ ALTERNATING SIDES W SITE 1 i N tl l i n6N' STANDARD STRAPPING DETAIL Of Of EQUALLY SPACED II A'- "6�NM�1WN5IN�6dIINE 2ND � W®LL 'SITE INSTALLE 16d NA NSEI° Al O.C.AROUND PERIME TER 60 PC NuNO 20 LEDGER F ¢ i w�IJ✓A Q10� A�fL'• 1NIN�PBdQts' � 0. $NfAW540 P I,r) Co d- pJ•j(2 PND W r� \ \ O\O O CV lu iMi ,fir S� 0 \ \ tl Inli ^ CT CV d\' -4- MOD.TO MOD. ti i k i FLR&CLG GIRDER I l n i II i CONNECHON DETAIL I I In 1II�. (17)}/e'.6•LAG SCREW r DETAL'A' 1 O ALTERNATING SDES ON SITE V••: I ®wc wmnln I EQUALLY SPA I I N to r.4". &o CD 2d LEDGER 10e I I I mo aAAz mmaunl ON-SITE POST I I FASTEN SECOND LEVEL CORNER STUDS WITH I I (2I ROWS OF 16d COMMON NAILS @ 15'O.C.OR MOD.TO MOD. I I USE(11)1/4-DIA LAG SCREWS EQUALLY SPACED FLOOR GIRDER I I OR USE(9)3/8-DIA LAG SCREWS EQUALLY SPACED c Th CONNECTION DETAIL ENDWA L-BITE INSjALL�D 1/ DIA I ca[tTm maila0t w9¢IDt I <�30 qN HpLq BOLTSS g t3 0.C.W3•1 .3. FASTEN FIRST LEVEL NAIL STUDS WITH Z 9CV NCV WASHER AND 15 MIN.EMBEDw1ENT I I (2)ROWS OF 18tl COMMON NAILS @ 4'O.C.OR SIDEWALL-LLS17 INSTALLED 1��[' yyDIA 2 I USE(16)1/2•DIP,LAG SCREWS EQUALLY SPACED - SQUASHES ANDT55�MIN.�MBEDInkN..X 3 FF�ACTORY WS)AU.ED L—————————————J GAL STRAP XI1lE�2(1 WXL12�L W/]A_ LtlOTiON PLAIE'TO PEtIMEIFR) Z ggtl NAILS EACH H LF OR EQUAL CONNECTON 0 822 LBS.) ZFZpApCTORY INSTgggqLlEEpppp 2 2 W� gtl IJ 5 O_ ANCHOR BOLT DETAIL EACHAHAL�Oj2 ATTACHE SH/ATIING Wt(21 ROWS OF T6 . STAPLES®2 O.C. OR EOQUAL LONE ON OF 444 LBS.J (� STANDARD STRAPPING DETAIL IST LEVEL ENO�Pi1-STE INSTALLED 166 NARS (� L.L. TOENtl IED 0 2 O.C.OR U"MPV 0 T 0.G ARWND PERIMETER IST LEVEL SOEV(ALL-S1E INSTALLED 16E NAILS ~ W In TOENNLID 0 10 O.G ARO11N0 PERWEIER Cn Q Z C� O I— (D C-) F- 2 Q� J IO— LLJ Q LLJ 2 LL gQ o� coLl- Q 2�fn�—� o(nO�O MOUSE 8FEARWALL FASTENM DETALS THIS&AIPNo Ws mm SERIAL I/am I PAM R DaRACTED FROM AN APPROVED SYSTEMS OR FOR Moon APPROVAL a,-(::) S#????/0#4676 7C TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FYH)RAN HAS BEEN DERIVED FROM A A GO O O • SYSTEM SET OF FUN PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL Q't--i N N U NO.M 006-08-06I.E70'IRATION DATE 9/22/2014,WHICH HAS NOT BEEN O � .. MOOM IN ANY WAY. 0 Q ,..U 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE r-)04 tr�j 4 Q GARAGE O O.� sr-Z so _ NE NAILIINGDETAILRIDGEB r : x MOD.TO MOD. 16d NAnsFpt QUAMtt rCP-v!. •/vT13]Ry.� " h., N CONNECTION DETAIL SEE ADDrnDNAc :iw ,• ! 7rl 3 PAGEFOR RAFTER FA CEILINGBEAM SETNING L, as mum LIU u FRW,o o r o. t� YiN"3TL6d XALS SEE as IEDftt *OR APPROM SYSTEM AVE ' CONNECROfl� +2 16 GA STARES SEE Q U 05/13/14 z ° GUSSETPLATE O w NAILING DETAIL H u �6d TOENp�LS 5 �C � WUSS BOTTOM C�ORD'70 TOP PLA \ DIING Bd�p)E�' Y Y 00 brG PFACM _ DPN)y TO�p %RVA4�LPERDIERFR) \ 41,°A� .gdP�EIN . •�,� {,1;I`�ID Ilk, qN�A4 r"' P�' a + 9 "cDa+debNO06,"l�sD�' 0, I z LLJ NAILS TOENAILED o 9'O.G MWND PEA��IggMeETER W LL (9)31W r LAC SCREW j U I°1 I° I„ yy11EE N'T ERIMETER Of LLJ � Of ADDOIATWG SOB ON SOE �N�L'y��S��EWpU. O.G OU EQUALLY SPA® i I N U I i° I p i ��SPN STANDARD STRAPPING DETAIL I1AIL5 70ENNLEO p 11' L1' Na i°i lu in I O O04LIO a I I°I.L i u N° i I DLIN Bd M po 24 LEDGER ifKi 1 I.o EN �,f 18ONG gd�fyE+� .'(g N o I A�?�._:-• 5 /�5111iLfRGw u"G I� co � d- � I a i o i gD�NA � \\ \ Ir I°I N 0 Q ("I 6) CD roil 2 ^rn \ \ \ MOD.TO MOD. N d' FLR&CLG GIRDER CONNECTION DETAIL .Ilb� r •.•Y:• r---DETI�—A.-- -� p I I CN� I I Y'°� r „o 0 oN w� I r�wLm nPAae: I +9°F01� aaz DU mM naw Racm I 1 s•O.C. ' I I `• I ma m.p wimAav I . I I FASTEN SECOND LEVEL CORNER STUDS WITH I (2)ROWS OF 16d COMMON NAILS @ 16'O.C.OR I USE(10)1f4'DIA.LAG SCREWS EQUALLY SPACED c I OR USE(S)M'DIA.LAG SCREWS EQUALLY SPACED Id�NiAq�ry AIyEp o _ (BOTIW M1E 0 RRWEIFA) I I FASTEN FIRST LEVEL CORNER STUDS WITH 3O arac Do m6 new rmm aZ oN 9N a Y NSTA I I (2)ROWS OFM,COMMON NAILS @ LL S A E �ii of GJj�LI`� O1'I MN C 7571 %1p•}'/�(p5-ty6�d,�A�}� I 1 USE(75)1f4'DIA LAG SCREWS EQUALLY SPACED pA $gj5) • A�yRSI 6 Mi NFECf(Oeo 6f1 LBS�L I I OR USE(12)3B'CIA.LAG SCREWS EQUALLY SPACED �515 rg %I3• 5 1.+ L$L� L��pg� 9T�EyQ NAIL L-------------� gg1Rp CHX z//pp i TGLM 9S%WOO /iRWIgtEPER�WEIEH6a NAGS LCOLIQEC OF FS70 LBS.) 11S.WLA�M O T OG'ARGIIND PF�RINEi'�Dt 16d NAGS O ANCHOR BOLT DETAIL @W%S US a / �1A. an�AcLP&-Jw'o po c.` pm�IIR1EE ((p�pSTANDARD STRAPPING DETAIL 710N�OFo6131185J N j LLJ z Q � o — o U W U CD J F— WQ = C1 JO ^ r- %cn L .0 (n�Lui mod'i� gW 3J BM W of/) tO UARAGE SHE ARWALL FASTS NQ DETA9_S RNS BNMMG HAS BEEN mm y EAR E PAGE R DORACRFD FROM AN APMAD SYSTIM tR PER MODEL APPRDVAL �� S#????/0#4676 7D TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: O • 1.THIS FACTORY-MANUFACTURED HOME(FMH)PUN HAS BEEN DERIVED FROM A Q W O O 00 SYSTEM SET OF FMH N Mo 006-0EI-O66.EXPIRATION DATE/22/2014,WHICH HASRNOT BEENOYAL O MODIFIED IN ANY WAY. Q 4,_.,U 2 THE ENERGY PUNS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORN STATE r-a p"M Q .- cn C7 x> a r-z o Go z ;U i �zo a „a j 078751' I. � � z 00 05/13/14 � DP RATING 47/50 00 � 00 Z J Q Q O :2 W En W W W DOOR AND WINDOW SCHEDULE WINDOW ROUGH OPENING LIGHT I VENT I AREA J . U-FACTOR I CLEAR WIDTH I -CLEAR HIEGHT QUANITY SILVERLINE DH 24210 301/4"X 371/4" 4.95 2.61 7.9 0.35 22.625' 13.813 3 Lj o SILVERLINE DH 24210-2 60"X 371/4" 9.9 5.23 15.9 0:35 22.625(EACH) 13.813(EACH) 1 0ON SILVERLINE DH 3048 381/4"X 571/4" 10.8 5.7 15.4 0.35 30.625 22.813 2 M ON SILVERLINE DH 3056 381/4"X691/4'1 13.64 7.2 18.5 0.35 30.625 26.813 11 SILVERLINE DH 3048-2 76"X 571/4" 21.6 11.4 130.7 0.35 30.625(EACH) 22.813(EACH). 1 o SILVERLINE DH 2842-2 68"X 531/4" 18.8 9.8 25.6 0.35 26.625(EACH) 21.813(EACH) 1 ® `n r`o0 0 SILVERLINE DH 3056-2 76"X 691/4" 27.28 14.4 37.1 0.35 30.625(EACH) 26.813(EACH) 3 SILVERLINE DH 30210 381/4"X 371/4" 6.63 3.42 10 0.35 30.625 14.813 1 DOORS ROUGH OPENING LIGHT VENT AREA U-FACTOR QUANITY SILVERLINE 6068SLIDER 751/2"X 821/211 30.8 15.2 43.1 0.25 1 o M 3/0 DOOR 381/2"X 821/2" 0 19.3 22 0.14 1 Nz "' 3/0 DOOR(FIRE DOOR) 381/2"X 821/2" 0 19.3 22 0.14 1 3/0 DOOR(1/2 LITE) 381/2"X 821/2" 8.3 19.3 22 0.28 1 0 F- U o w z c� o o U � S W U -J F-- zQ = o � � Y Vi 6pco co L_- � gQY cV Q i=g 5W�J�M aW�CnO�O DOOR AND.WM)OW SCI-®l1LE ms"mG HAS em Sam//am I - PAGE R EYIRACRD P=AH APPRIND � S#????/0#4676 8A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p 1.THIS FACTORY-MANUFACTURED HOME(FMH)RAN HAS BEEN DERIVED FROM A A O SYSTEM SET OF FUN BANS APPROVED BY D.0.5.,MANUFACTURFA'S APPAOYAL Q r-00 N NO.M 006-08-066.E7PIRA710N DATE 9/72/2014.W19CH HAS NOT BEEN O M MODIFIED IN ANY WAY. Q U 2 THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY Pr CONSERVATION CONSTRUCTION CODE OF NEW YM STATE ,-a r Q �S- • >CD tL�r f/� JA O v�CD � Q0 n LuLID Z � 0 05/13/14 w x o � o0 � U � H U 11111H,L BBWH.01 0 (n O O Z Z T.K.4'HWBB I m J 0- a_ O I STATE: NEW YORK —F/9 I 2TO85 WINDOW qND DOOR BTU/H LOSS 792 WALL BTU/H LOSS 602 CEILING BTU L055 O S7ATE: NEW YORK 1205 FLOOR BN LO 924 WINDOW AND DOOR BTU/H LOSS I 4294 INFlLTRATI BN H LOSS 175 WALL BNM LOSS 8978 TOTAL BTU LO 312 CEILING B77UU LOSS I 2631 TOTAL WA LOSS 624 FLOOR BN LOSS 11 FT.RADIATION 1479 INFILTRATI N.L- LOSS I 17 FT.HWBB O+ J J 10.3 TOTAL BN/H LOSS O LV J Z Z 5 0 TOTAL WA LOSS I 5 FT.RADIATION I 7 FT.HWBB i (n W z 5- LZ STATE NEW YORK I 25 WINDOW AN DOOR BN/H LOSS I LLB w W W �H m. 2 (l 254 WALL BTU LOSS I - 299 CEILING B /F{LOSS 599 FLOOR BI LOSS 2134 INFlLTRATI BTU/H LOSS 3997 TOTAL BN LOSS I 1171 TOTAL WA LOSS I 5 FT.RADIATION e FT.HWBB ---------------------------------------------------------- eveeee_een=veeeae=e-s_->-""-------e=_ae_--_ew------------eve--_ee__-_e--eeeeeve ---------------------------------------------------------- LrJ Cfl d' Q N 0-) 00 O N 1 � \ \ \ 0 m i o f� C3D N �. o I 1 I N O 1 m 1 N J z yyxy rs i STATE: NEW YORK }. oN--obi 1 oo m 1043 WINDOW A D DOOR BTU/H LOSS r. O 0 1 ,F 642 WALL BN,Fi LOSS G Ymo STATE NEW YORK i �a 335 CE]LING B /H LOSS S oz� oZ z 1043 WINDOW A D DOOR BN/H LOSS 1 yo �F ao 670 FLOOR BN LOSS N >-< m�F <0 293 WALL BN LOSS I mQ 3 2390 INFlLTRATI BNS/5H LOSS z ma 3F 351 CEILING EI LOSS I :'3�F= 0 5080 TOTAL WA LOSS a0 33mc� am I om ¢ ,,, O wo zm�a�_ 703 FLOOR BN LOSS I zm o� a o5f-<A� 2505 INFlLTRAII BN 7H LOSS 1 z�'o4 �r 6 FT.RADIATION oN w2i zacio�-ooms 4895 TOTAL BN H LOSS 10 FT.HWBB ?�I-. 1434 TOTAL WA LOSS �4 6 FT.RADIATION 4 9 FT.HWBB VI I MNu1NnNNVI�Nro 0� NM I I I u I • I I < M I o _ 10'HW83 i 10'HI BB Z ACV yN I 1 I 1 O 1 1 � t I U O j LJ CD (n Q CD O � O 1 1 U W U p� J F— ZJN � ¢ Y — W�¢ W 2 J CLO CO = O r I� ffi0'co N L_�� � gQ Y ACV -<z0 C3 o(n O�O Sr STORY FEAT PLAN nes IAmmm 11As e0O1 soma I/Rmm I PAX F DmL1Clm FRCP AN APP20ND S191E16 OR PER 9m APPROVAL al-0 S#????/0#4676 9A TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT• p 1.THIS FACTORY-MANUFACTURED HOME(RIH)RAN HAS BEEN DEPoVf]I FROM A A0000O SYSTEM SET OF FMH PUNS APPROVED BY D.O.S.MANUFACTURERS APPROVAL Q'r-N N U NO.M OD6-08-D66.E1PIRA11W1 DATE 9/22/2014,'MUCH HAS NDT BEEN 0-M MDDIRED IN ANY WAY. w/Q 4.--i V 2.THE ENERGY PUNS ARE IN COMPUANCE WITH THE REQUIREMENTS OF THE ENERGY a S Q,' �' CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE .a r- '. > s GO Z C+ C-4 0i to'G 0 wx$ 00 u H U D I BBWH.9 cS B .OI O oI i____________________ O m0 0 (n O O Z Z J W W OO CD U' STATE: NEW YORK ai 1046 WINDOW A D DOOR BTU/H LOSS _ 0 236 WALL BTU LOSS I STATE: NEW YORK m I 2. CEILING BF LOSS i 2088 WNDOW ND DOOR BTU/H LOSS N xy 1 508 FLOOR BTU LOSS I 764 WALL BTU H LOSS No�m I 1206 INFILTRAT BTU/H LOSS 515 CEILING B LOSS oo���Jo I 3250 TOTAL BTU LOSSS i 1029 FLOOR B LOS o� m' i 952 TOTAL WA LOSStT 0 j 6 FT.HWBB 710N 236 OS S SS J J m¢m3F I 10 .HWBB Z J Q Q c� omzo�ra�� i i O W J Z Z o�F ° © j W z Li li N NNmO I W W W FFL 1 1 I I W F- O ----- 121 n CP CV "t '4- m O m O IN O x -------------- r------------- o00 o $vmooz�v O I I z J x oo i xo y (~ cz STATE: NEW YORK ox� CV w I > mao 1046 WINDOW ND DOOR BTU/H LOSS a z�FFinao m xm �O O O 33m���3am '30 WALL BN i LOSS m _ 310 CEILING B ////HHHry LOSS imz< 3a om oN^ oCV w� zo-I�o4raa 619 FLOOR BTU////////HHHHHHHHLOSS o o �ao oo�mio a� '- zQ-ozo�mx 2208 INRLTRA71 N BTU/H LOSS o'er _ a FT 4484 TOTAL BTU H LOSS 1314 TOTAL WA LOSS <ronnbNnm 6 FT.RADIATION .....9 FT.HWBB {y 0 mN mnmino�nicna wommzm�aaom ZZJj��u_pF-6� 4'HWBB QM�M)bl�<NI~i� v�i'�a°in'rrmi�mn KJ 10'HWBB HWBB 7'HWBB 0 m Z 6iC NCV i I I 1 I 1 I N 1 U o W W z < Z i O F- O U � 2 I I I W U W = d O (n`�O�SCO Cn Li gQ �iticV Q iZ(5 5W M W oE/D O�O 2ND STORY FEAT PLAN WS IAIRumG KAS BEEN Sam II/am I PAGE A EmRAGIm FROM ANNAM/PRM SY s aa( ONM 9001_APPIMA TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: p I.THIS FACTORY-MANUFACTURED HOME(FMH)RAN HAS BEEN DERIVED FROM A O Q 00._N SY SEI OF FMH PUNS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ¢r--1 N STEM V N NO.M 006-08-066.DPftTION DATE 9/22/2014.WHICH HAS NOT BEEN O M C14 55 MODIFIED W ANY WAY. [�v�` ` 2 THE ENERGY PUNS ARE IN COMPLIANCE WITH THE REGUIREMENTS OF THE ENERGY -BUILDER INSTALLED HOLD DOWN FROM FOUNDATION /'f�>+� • RAi Q'V`--'(, MIN. NSTU WALL 35 [SUDS GGESTED EACHDLOCA L USP OCATION IOR I OR EQUAL] .t V '�S i(�.A� CONSERVATION CONSTRUCTION CODE OF NEW YWO(STATE a a M� -BUILDER INSTALLED HOLD DOWN FROM FOUNDATION .(h 1 •��.7 x',OI- -TO STUDS>3708[SUGGESTED USP STAD14RJ OR EQUAL] Q v O -I MIN.121 WALL STUDS AT EACH LOCATION t}! ,ii` .+., �p~ v BUILDER INSTALLED HOLD DOWN FROM FOUNDATION U l�t(l; { r ' �t 1J ¢ .� . TO STUDS>6623[SUGGESTED USP UPHD8 W/7/8-DIA <I {4y �z ^� ( ANCHOR OR EQUAL)MIN.(2)WALL STUDS AT EACH LOCATION "'7 �y A� �p'7Z c Q 0-� • BUILDER INSTALLED HOLD DOWN FROM FOUNDATION ` V] TO STUDS>6776[SUGGESTED USP UPH08 W/71B'DIA ANCHOR OR EQUAL]MIN.(2)WALL STUDS AT EACH LOCATION 07 t7,1` 05/13/14w 01 3 19'-103/a" 4'-6)1" 4'-6-" 6'-3�" 6'-9>�" 4'-5" y Z o O z H U om 2 2 0 cn M O O m Z Z J M d m C7 C.7 O KFrCHEN O DINING ROOM I LMNG ROOM FA I 1 - I o w a s J Z Z 2 i (!7 w 0- z LLLLE w �- � LL L>LU w w [If IY I a I i e__ee___e___________________________________e____n___n_____-_______a___e____ __ ---------------------------- ---------------------- e_ae=eee_neee=---------------------------------------------------------=---- ----e d- d- oI --------------------------------------------------------- W T2 c2 Tn i Q N 0-) M ' - O I 1 i GARAGE BATH f3 BEDROOM#4 FAMILY ROOM I a o 2 01 a 1 CN %o 0 I �„ oN TM ® I => I I I FOYER I �}3o rn �Z go-4 NC14 4 3 I I I I I I ZO C. z 2'-8" 2'-10" 2'-1T�" 4'-OYz" 2'-97/B" 5'-3%" 5'-3Y4" 2'-9%" O LLj w (!7 Q NOTEPORCHGONNECTIONS Z C-D 1.PORCH RUUOppDLLF11FFTTTRUSS SEEUPPoRT BLLEAM TO BE DESIGNED BY OTHERS ?HOLD OOWNCONNECTIONATEPfJ00 PORCH ROOFSUPP00.T BEAM: O F-- O 1 I USPMPN12TWISTISTRAa W/�7tt NAILSS EACH END OFSTRAP(OR 3 XO iDCODO MNNEC`IIXJ AT FOSP�f115B'DLI THOU BOLTS MPl.6- I- II APART VEERTICALLY OR EQUAL CONNECTION DF B6z LBS.OPTS M U --_----- --J 4HgDDOWNCONPECTION ATEND OFPoRCM ROOF TRUSS:USP RTz ZYE(n Q Y (bR EQUAL CONNECTION OF 288 LBS UPLIFT'1 66 S.POSTTO FOUNDATION:CONNECTION OF HBL lBS.UPLffT w¢Q w 0 LD C� = 0 g LL oCD wC0 IN Cn Q=I5*�� sw �I�aw otnO�O 1ST LEVEL ENDWALL 1ST LEVEL ENDWALL&SIDEWALL 1ST LEVEL SIDEWALL(LIVING ROOM) 1ST LEVEL SIDEWALL(GARAGE) %S-O.S.B.SHEATHIN %e O.S.B.sHEArHIN %5'O.S.B.SHEATHIN %5.O.s.e.sEIEATHw 12'DRYWALL t(C DRYWALL 1R'DRYWALL G-�ry�--�-�r11?DRYWALL G-��p�� 2x6(SPF.lW)WAU. 2X5(SPFs1A2)WAU_ 2X5(W#IM)WAU_ 2X6(WF#IM)WAU. � I 19T STOW SHEAR WALL PLAN EXTERIOR INTEROR EXTERIOR INTERIOR EXTERIOR �-•-�L INTERIOR EXTERIOR f^-� INTERIOR OFAST O.S.B.EXTERIOR NA LS T 0.D)W 1?GYPSUM WALLBOARD ES TO BE O AS E 0.S.B.WITH (BLOCK@)0.C.GYPSUM STAPLESWALLBOA x Ir OR O YlB'O.S.B.EXTERIOR(BLOCKED)w/10 GYPSUM WALLBOARD INTERIOR O-�6'O.S.B.EXTERIOR(BLOCKED)w/I?GYPSUM WALLBOARD INTERIOR DaRWO FROM APPROND IRS MRMG HAS SM �`�I/OiOER PACE R FASTEN O.S.B.WRH Btl NAIL$@2.O.C.FRAMING AT PANEL EDGES TO BE FASTEN O.S.B.WITH BC NAILS @8'O.C.OR IS GA STAPLES FASTEN O.S.B.WITH BC NAILS@ 3'O.C.FASTEN GYPSUM W/ FASTEN O.S.B,WITH✓b NAILS SYSTEMS OR PIN U(wL APPIIOVAL 3'NOMINAL OR WIDERAND NAILS SHALL BE STAGGERED.FASTEN GYPSUM 3-O.C.PER THE ESR-1539(JULY 1.2009).FASTEN GYPSUM W/ Stl NAILS @ T'O.C.EDGE 10'INTERMEDIATE ®<'O.C.FASTEN GYPSUM W2 10 A W/W NAILS@r O.C.EDGE 1101INTERMEDIATE MNAGS@T'O.G EDGE/10'INTERMEDIATE 5C NAILS T'O.C.EDGE I I W INTERMEDIATE al-0 S#????/0#4676 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A A O 0 SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL Q 00 00 N O NO.M OD6-08-065.EXPIRATION DATE 9/22/2014,WHICH HAS NOT BEEN M N MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPUANCE WITH THE REQUIREMENTS OF THE ENERGY �-'Q .--1 U CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE M aW i O -' _Et �C) w GO cli r l^T^' ts U 05/13/14 w 6'-5" 4'-9%" 6'-5" 3'-7" 6'-0" 10'-10)z" 11'-6Y" 0 0 N U 5 I ----------- ------* 5 D I I � po o 5 O CD'Cw9 (w9 N I BEDROOM#3 BATH W1.C. Co 5 �tn�vlll I 1 ¢o Z J Q Q 0 P _ W o' �. O Z z lY W w W PROPOSED 2ND FLOOR w �a STORAGE w o� z ----------------------- BEDROOM#1 CEILING BEAM TO BE DESIGNED BY OTHERS FOR A NET Q N On Op P7 ® UPLIFT LOAD 25 PLF EACH SIDE OF MATELINE. FASTEN o EACH END OF BEAM TO STUDS W/(2) 16d TOENAILS ^ N d- < z o BATH n z� ———— cl I I LL 3 BEDROOM#2 I I N o N n� 5 I o W1}30 m �Z ACV NN 5 1 I I I I I Z O iD Li w (n � 4'-6" 3'-4Y" 6'-9" I 6'-9" 3'-qY5" Z Q C'J O � O I1 J -- w ¢ w_ d J CD CO Hg �o wC0 gQ�� N Q iZ g� sw'�J�rh zw ocn�O�O 2ND LEVEL ENDWALL&SIDEWALL USP RSlCO STRAP W/(12)16d NAILS EACH END w OF STRAP(OR EQUAL CONN.OF i213 LEIS.) 311 6'0.S.B.SHEATHIN 12'DRYWALL 2ND LEVEL STUDS TO 15T LEVEL STUDS 2X8(SPFMIM2)WALL USP RS10051RAP W/(13)18d NAILS EACH ENO 2ND STORY SFIEAR WALL RAN EXTERIOR INTERIOR OF STRAP(OR EQUAL CONN.OF 1623 LBS.) 2ND LEVEL STUDS TO 1ST LEVEL STUDS O �6-O.S.B.EXTERIOR(BLOCKED).1 I?GYPSUM WALLBOARD,JIJTERIOR. ��aNG w SUNSQd11//amPAGE R FASTEN O.S.B.WITH Bd NAILS @ V O.C.OR 16 GA STAPLE5 a 1 4'LG.@ DBFACIED FROM AN/PPRO`AD T O.C.PER THE ESR-1539(JULY 1,2009).FASTEN GYPSUM W/ 515TDIS OR PER MODE.APPROVAL Sd NAILS@T'O.C.EDGE/IV INTERMEDIATE S#????/0#4676 1 O B I � f w f � { � `_1 �_�,�.. �' ti,,,�J 1/�J / j`' ^.,4 r `; I+ N _ t ,r � `,.,� �, �---"--,!-_-'------ r^^.� /•.. r '- �i ; `..' ,- I _ .� I � T� t` ... I .- i 1� ,_ I r� ^_____- _____ —.._----..—.. _-_�._'_--__�--- r---'---- �----_ t — —_ _--- I �• r p, t'I ___—e ' -j ! '' t I ' •I a` 71 77111,77, C. ec � +. (�''•/y ;� 1 _ _ A-t ;ROvED USE ! _.,,WF99U` Y �' �„ ► n t� l' r. L' ' ^w•. DATEB.P. # ��� � ( :"VITI PTIFICA FEE: . BY NOTIFY BUILDING DEPARTMENT AT i 65-1802 8 AM TG 4 PM FOR THE FOLLOWING INSPECTIONS: DO NOT PROCEED WITH 1. FOUNDATION-TWO REQUIRED FRAMING UNTIL SURVEY. FOR POURED CONCRETE OF FOUNDATION LOCATION; 2.- ROUGH-FRAMING,PLUMBING, HAS BEEN APPROVED.- STRAPPING, ELECTRICAL&CAULKING -.------- . ..4.. �..'.,. : . . . �_'I• • - j r ,`�`+< r� .y' 3. INSULATION �''`f j.l I � ',� ��/'� QL?.l1 /w f r FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. , "r ALL CONSTRUCTION SHALL MEET THE J t- REQUIREMENTS OF THE CODES OF NEW g YORK STATE. NOT PESPONSIBLE FOR Tr_:r1r1C$ �� �a�� r �" y -�'�.�r:% ,ter•, - �... f;.^„�.r . DESIGN OR CONSTRUCTION ERRORS. - � �/ RETAIN STORM WATER RUNOFF Ci , A PURSUANT TO CHAPTER 236 r` , : . . . t,. ;S' OF THE TOWN CODE. A5PIIAI.T SI IINC1I TS . Cpx PLYWOOD 2"YR"'a 16"o.0 SI'41PSON II-101n if"O.C. VENTING BLADED VINYL rinrz"ACQ FLYNVOOiY SI1+PSON I Ca POST CAP ..../X .,, /•+!"T)`.tr.r- .,rt y C,, 1. +e`. �„� "r'✓`. �..i r' i. .,.3 'k,,,.,-,N-^ ` y+� .- ` l� ' - 'ran`=-'�r�sfJ�� • . • . !� , 2%8"1i '10"o,C ACQ (3 000 R, SIMPSON PC4 POST VASE pRs t`1 ,,",. m —'Cer #4 RLllar k ;t"a 2-27s AcQ ti i minimum len', v 4%4"ACQ POST 1 � f Ien�t + 12' . �� �f� � '` Press„,„t:,r..l.e,•w,} '', """:• ` . SIMPSON AiIU44 POST PAST batter rrav to � • � � • � ��_ ..t_..�. �� ' �'\��h •yew w -� `�a:y-�.�a�,_ •���� CONC.FI1.LI'I1 S0\;1Tt.'i11 ° • ,o '•C? i Vertical Hou installation . Pain. fro28 TI-TITLE, COVE, DRIVE e�w C't,t;n�ret� ` Typical S7HD141 End installation } 7 ry' 1 I;+'At'cNt,=-t:t%611 vor love con!rt>1 rt cl;:Irp• of and will not tic ri>;t�11Sir',lt:for conrtnwt1011 Me., 1N. G�46 16` l.3 l i- t ��� t'� ITit tlii.)C15, t4 Cltrl(tl{i{'S SC'tl!1c rli'i'.�afld tltoprnnis to connection with the N'OlL.. Itt)ttreja110^,S 51:n}} Cam }y'�t i2}t Ne ,'Yo rj; ct;,t , ` „' • Tl,c'C{�ntrc2ett,r s}loll give all notie eC;and comply\\ith a!1 I:w s,or;linanees,ru!cr, re:llttl,eons ttr,.I{ c j•,c,,iticrlti,nl ljttih}ink; C"c���� �cctir�n I�1!3? t•_ orcl_rs of airtlintity bearing,,on the perfornl:lnce of the wort,and 511,111 Pram;tly r^ti v ttte t/ 11� • of t2>tl,}`'n�n'alls sl?'i11};<1,e t-d't r l,.(tr.tt the t.P of the,i� 111 nr.!it the t��ttnr=t' Art hitcct fifth, deal in`ts rltle! sl�eciticati<ms are at variance thPrcwith Pricer to corsimction, • Owner an l cot??r ctor shall indcn`:1t''y and hold 11arn 7,ss the Archr'ect and tl;ere a�,ent;anj c7r-Joy ,`es l•` • All fn,tinrc slMlll r^st en tll,d;siutt>^d s ail !nrl s11 t1(t t� it�14 t31n frog? jinn of. , from al?claims,dama,•es, los.,es and cvpenses includirn*but not limitcd to attorney fens a?is:n-alit of or ! + St^p fi tin-s s!l tll not 1!t'e, l; iY. ,.>: resulting?from the performance of the 44 of I-,provided tll,it any such claim,d.tman�.less or exp,2-nse(I)is I 1 n �, r�:cc. ,I.-�' s '�' " ''�!;n^, 1 ttr:;in It)t111: t • Minir';T{lr l.. ,rrtltlt;il(Ift`'.,st�•k:` { i r "..�._ t 1 ComprcSsive strcnr o,efcot,_. t^sl t I attri.iutaHe to bodily ifijury, JcLnecs cli,ease or death or to in,tiry'to or destructit 1 t,f t.,, ''',pro;.^c;;• gartrc ficx?r s!a!is• �T^ Ltl1 he.,(n Iyisi for i ?rt"t°Pot ,t' lls ntld 3,500p.<i for r than { Z �; , e ? ,,.Pe;l t.. t, �--�-- n.h..r t.la 1 the N'ork itse. i,.� uc.ns,the loss of use resulting tllerefr cam.n!( jrs c..0 in i,•.«,. Cr'in Concrete Tl + part by any neu!;,tent act or omMion of the contractor any subcontractor,anyone directly or ir1,':r`c.~t!y s.• 11 �aircn.raincd ife.elx;Corl to the«'csthcr. +., • Soil bti arinr C?Pt n {ircludr F:lrnrc sl:lt�) emp!oycd by any of them or indirectly employed by any ofthem or an}one for whole acts any of them city soil .l:lTcn for this d^sirrt is 2,(�O.,psf and is fir 5«', SP,S;R1,S G%t GC may he unable, re,rardicss Whether or not it is caused in part by a party indemnified here{inder. soils ifc}herty s tv �' C.soil are enCoui.tcrod 2 coil test s!1:111 be perfcirl:l d. u • Foctinnc,'tall be S'x10"or xs noted an 1plar,s. • All codes and romlations of NYS Building Code shall govern over a!1 consin?ction and instal;:ittor., �" fl�p.ftJ�� �. .� ,(� • N1,nlls sl.:ell be Lle fotlol�inr tl ick.nrss f_r thcs1 hei^l1 r • M concrete to be a min psi at 28 days All footings to bear on virvirt so, 14it1,a r.?:; in,um sail ! , ts. R;t.wall R"'thickness for G;v Gp Sly' hearing cip'cit y of 2 tons. GP,sS14',Sp G'�l 10 tl icT+r cse for G'�i GC,S'I,NIL soils. 9fl.N 11I= 10'tllictn^s5 for G�,' } JI✓`/� '4 J\ t 1 n,,:! r > i a r it li"! t• tlii'�iY't�:'r i, GC,SM,N L soils. • ArC..{i ect is not e. _eel fo. sllnt.ni,nn in any cap.city Ali. l t s or his v.. « Cancreic pi^rs shsli be itic u`rii thickness by 2 tim:s tl;c Nall tilic?.ness s;xl;rd Max. 14'-8"a*1art responF.bility to verily all d"llerl'7inns prior to cor.st tletiari. f. LAC� _ r.t 13:1ck1ill shall not be lIc ^ p cd a zit. the tu•all till tllC W-111 Ills sufficient strcn^th and 1.1s bin anchored to the floor above, • R`all datnll praofin,- hitunlinnlls c'aatin�.3 nods cement l!R"thick. �4?,er=±b;,sehlrrt is ic? enclose h�itahl or us.?.t^le X >c in th{prat r t^t�l or € "'lC?5� 1.� -•� other coil n•:tt.r canditior,it s1�all cclt>1ph N tl1 R4t}G2 of the buildi i' _ • • Vcmilnrion fora bircmcnt or cr1 1 c ter'. T na,rn ic. t Iti��TI:: ' ! p,. k Vcntil t , c 5;1a1T ty- Isf,fir C�Ch 150cfef f+,:!or it 3 , slit __. r , r i a ion opc^ir.,*s. 111 t_e r,' t T r> # , } c. One :t. S€:l, FACTO?' DRANVI'"\GS FOR WINDSTORM lt:t"t t.,., Ia ,'? C'. f.1;',1 N"`.':^r of tle'l..lii C',}.,,7 r F �ri^.2(f ~ ' `I?11n .i.n t. M t T.r CO:�r�ii;CTION DETAILS AND RF,QUIIZE.'�IF ?4''FS. MODULAR 1IC?ITS11 DETAILS STT,1'HEN ROSSETTI -- AI.C.'11TTE.0 T K. SOUTTI A MPTA. N. N.V.