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FOL4,a� Town of Southold 7/17/2017 4 P.O.Box 1179 .� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39056 Date: 7/17/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 120 Latham Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-1.11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/24/2016 pursuant to which Building Permit No. 40768 dated 6/10/2016 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: ONE FAMILY DWELLING (MODULAR)WITH COVERED FRONT PORCH,REAR FIRST AND SECOND FLOOR DECKS, ATTACHED ONE CAR GARAGE AND OUT DOOR SHOWER, AS APPLIED FOR The certificate is issued to Bardack,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0017 04-14-2017 ELECTRICAL CERTIFICATE NO. 40768 04-11-2017 PLUMBERS CERTIFICATION DATED 07-07-2017 R and Nkcesom ut ed Signature sUs oc�.�Q TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o' ® SOUTHOLD, NY 4 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#: 40768 Date: 6/10/2016 Permission is hereby granted to: Bardack, Lisa 45 FernclifF Rd Scarsdale, NY 10583 To: construct new single-family dwelling as applied for per SCHD. At premises located at: 120 Latham Ln., Orient SCTM # 473889 Sec/Block/Lot# 15.-9-1.11 Pursuant to application dated 5/24/2016 and approved by the Building Inspector. To expire on 12/10/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,032.00 CO -NEW DWELLING $50.00 Total: $3,082.00 Bui in ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 1 B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy--$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. y �7 New Construction: Old or Pre-existing Building: (check one) , Location of Property: House No. Street Hamlet Owner or Owners of Property: L_A SG 9,- �`�1 q c Suffolk County Tax Map No 1000, Section �5 Block Lot Subdivision Filed Map. Lot: Permit No. (766 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Ce . cate: c e ne) Fee Submitted: $ A t Sign ure ®��OF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road 7` '! Fax(631)765-9502 CA P.O.Box 1179 , ® AQ roger.richertt�town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bardack Address: 120 Latham Lane City: Orient St: New York Zip: 11957 Building Permit#: 40768 Section: 15 Block: 9 Lot. 1.11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Van Binsbergen Electric License No: 2783-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300A Heat 2-GAS Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 150A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 150A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks SF 2-15 Disconnect 0A Switches Twist Lock Exit Fixtures TVSS Other Equipment: MODULAR HOUSE Notes: 1- Well Pump, 1- Combination Smoke/ CO Detectors, 150A Generator Transfer Switch. Inspector Signature: Date: April 11, 2017 0-Cert Electrical Compliance Formols 1 Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 ' P.O.Box 1179 G CC Southold,NY 11971-0959Q' BUILDING DEPARTMENT i TOWN OF SOUTHOLD � i CERTIFICATION 'Date: 1 Building Permit No. Cx< ) L I Owner: S� 9CI�(Ill-�G l. f� (Please print) Plumber: - (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% , JONATHAN P WRKIN Notary Public,StAte bf New York No,OIS16193382 Qualified fn•New York County Commission Ekpirj' 'ept. 11-5,201 RO - (Plumbers Signature) Sworn to before me this day o20L2_ D 1EC[Kvr--,7, Notary Public,. ?8-)-�K County DD JUL - 7 2017 I<LJJ�11�.b.JDgl`7T'LT�A�'g9�FT. TOWN VY I� OF SO7.�THOLD so�lyo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - -[ ]- FIREPLACE &--CHIMNEY- - [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 12- DATE ZDATE �� 3� �� INSPECTOR J�v pE 50Uj'yo �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' 4t. L t t DATE INSPECTOR SO(/ly o� o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION 1V( R� AMING / STRAPPING [ ] FINAL -[ ] FIREPLACE--&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) REMARKS: w - DATE _10 Ay INSPECTOR%ZM,44VYVl-., �Of SOUTy �o� olo TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION ' [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( AL) F REMARKS: .�/p'�l� y' Q DATE 1 r INSPECTOR SO�TyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Z FSO � o _ courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL #464f---' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) D REMARKS I GLS ova Ur 51"o . I co ;401 aev IA-rid .Ilk I DATE °J' INSPECTOR �Ll t o �pE so �o� olo ��y00UM`I,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ]- FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Michael W. Behringer Architect 1375 North Sea Road Southampton, N.Y. 11968 phone: 631.287.9474 email: behringr@octoniine.net June 8, 2016 Town of Southold Building Dep't Main Road Southold, NY 11971 Re: Proposed Bardack Residence, Lands End Road, Orient, Town of Southold, NY Dear Sir/ Madam, We have been requested to write a letter certifying the finished floor surface above the basement is going to be less than six feet above grade plain around the house (this constitutes the definition of a "story above grade' per NYS Code). Please accept this letter as such certification. Thank you for your courtesies. �� D A � Sincerely, A,• w. B lot Michael W. Behringer, Architect 4),• o,o1���n•y4 (, r�r/ i _. r" NO r. STATE RNEROY • , firm ,�d� / X -� ON r r • r - 7 � u n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLIQ,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 7 2 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D Flood Permit Examined 20 \vim/ D Single&Separate Storm-Water Assessment Form MAY 2 4 2016 Contact: , Approved 20 ;"` y) <S1�,-,1 j Disapproved a/c BUHMING DEPT. TOWN OF S Phone--1D--%33--7-9q5 Expiration 20 Buil ' for r APPLICATION FOR BUILDING PERMIT Date HctU 20j__C_ 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 alter 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. 1 D �Y(AVV " - --71 � LCL (S a of applic or name,if a corporation) � 1 (Mailing ad ss of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisesL�sCC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corp�o"rate officer) Builders License No. JW V Plumbers License No. 9,j Electricians License No. Other Trade's License No. j- 1. Location of land on ch proposed work will be done: , �as House Number Street Hamlet County Tax Map No. 1000 Section 1 Block �//� Lot 1, J a 1 Subdivision 1 ayi V)8 Filed Map No.�fl Lot 2. State existing use and occupancy of pr raises d intended a and occupancy of proposed construction: a. Existing use and occupancy ] f 3 b. Intended use and occupancy v� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos ?o0,C)00 Fee (To be paid on filing this ication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 1 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. Dimensionsf e tie new co ction: Front Rear Depth I Height Number of Stories 9. Size of lot: Front 13 Read Depth 10. Date of Purchase—q* Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES_X NO Will excess fill be removed from premises_?tl YES NO 14.Names of Owner of r sesL�S�I -� (a�iC ddress�� 1? f R, le �l�J Name of Architect redress c o - Name of Contractor vvLL(Address - Phone No. O",AN 11 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 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 NOAZ"� * IF YES,.PROVIDE A COPY. JONATHAN P SIRKIN STATE OF NEW YORK) Notary Public,State of New York No.01 SI6193382 S: Qualified in New York County COUNTY OFS o Commission Expires Sept. 15,20111 LAk4,11,y� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signin �ontract above named, 11 (S)He is the Q U'� \�bGt *� (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. Swotwo before me thi Tday of 09 20� No4ary uis tore licant t Scott A. Russell ,��°S" � STORI��J WATER SUPERVISOR � � I��[A\1�A\G]EM]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORx 11971 Town of Southold 01 CHAPTER 236 - ST®RMWATER MANAGEMENT WORD SHEET MAY 2 5 2016 ( TO BE COMPLETED BY THE APPLICANT ) --- --- -- - - - DOES T I-II5 PROJECT INVOLVE ANN OF 7[HE FOLLOWING— �) Yes No (CHECK ALL THAT APPLY) f i (j ❑ 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. I� ( ❑aC. Site preparation on slopes which exceed 10 feet vertical rise to �( � I 100 feet of horizontal distance. ❑El""D. Site preparation within 100 feet of wetlands, beach, bluff or coastal j erosion hazard area. ❑�E. Site preparation within the one-hundred-year floodplain as depicted �I on FIRM Map of any watercourse. ( ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management I 1• Control Plan was received by the Town and the proposal includes (! in-kind replacement of impervious surfaces. !`1 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. j APPLICANT (Property Owner,Design Professional,A ent,Contractor,Other)` S.C.T,M. 1000 Date: LL-C, District F �, ! NAME 1`5 /,f!I `+ �•f'!I Section Block Lot 1 FOR BUILDING DEPARTMENT USE ONLY !� ' ! Contact Infot manott '" �^ i�f ,i frelepAon<Numbert ' ��j — — — — — — — — ( Reviewed By: (i - - — — — — — — — ( i Pro e-t Address/Location of Construction Work: - ! — — — — — — — — Date_ (�— _ JZ© lr�z_�i �i.,✓� ��,,�� �� - ��^ i i ® Approved for processing Building Permit. i E•vi Stormwater Management Control Plan Not Required. :i — — — — — — - - - - (li 1 j Stormwater Management Control Plan is Required. E (Forward to Engineering Department for Review) ( i FORM # SMtCP-TOS MAY 2014 _ —"' - ' APPLICANTS.C.T.M. # l O0O (Property Owner,Design Professional,Agent,Contractor,Other) _-M - 0S111FQIr CHAPTER 236 Stormwater Management Control Plan CHECK LIST E d�tt [ �(��( Section Block Lot w S M C P -Plan Requirements, Provide ONE copy of the Building Permit Application` Pinase Prlm W fj,. 3� ate: Z � dol �c The applicant must provide a Complete Explanation and/or Reason for not providing !:M ur� '•�.` TdePhom umkl all Information that has been Required by the following Checl:listi 1. A Site P an drawn to scale Not Less that 60'to the inch MUST yES NO NA if You answered No or NA to any Item, Ple 01 t e! show all of the following items: If you need additional room for explanation 1 se Provide ad itiona a . a. Location & Description of Property Boundaries 0� b. Total Site Acreage. eulb_ MM c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). U d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water. e. Limits of Clearing &Area of Proposed and Disturbance. f. Existing & Proposed Contours of the Site (Minimw„z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. ✓ 00 h. Spot Grades & Finish Floor Elevations for all existing & .0tivill QX proposed structures. 00Seedi,ig of-exposed al Id/or utive soils-. I. Location of proposed Swimming Pool and discharge ring. yp� J Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). �0 M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. DRAINAGE 1NSPE 3. Details&Sectional Drawings for stormwater practices are required foi approval. Contact TOS Engineer' Items requiring details shall include but not be limited to• Backfill, OR P - e ore a. Erosion&Sediment Controls. 00 that the er ication b. Construction Entrance& Site Access. �0 ed to Code, c. Inlet Drainage Structures (e.g catch basins,trench drains,etc) 0 d. Leaching Structures (e. .infiltration basins,sWales,etc) **�'*FOR ENGINEERI PART T SE ONLY****--'-- �- I^---�----- -� �-��---�`�------'-�"��"-'- 1 Additional Information is Required. Reviewed & Approved By: 1 ® p Stormwater Management Control Plan is Not Complete. - - - - - - - - - - - - - - - - - - - - - - - - I Stormwater Management Control Plan is Complete. I Date: �� I SMCP has been approved by the Engineering Department. ----- 7=7---------FORM --------- ------- ---- -- ----------- ------ - --------------- -- --- - -- - - ---- -------- - ---- - -- - - ------- --- -- - - # SWCP Check List -TOS MAY 2014 i so�jyo Town Hall Annex Telephone(631)765-1802 ` 54375 Main Road (631)765- 5 i P.O.Box 1179 G. • Q roger.richert(cfic-rwn.soutKORny.us Southold,NY 11971-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION + f REQUESTED BY: o /2 E' y� l6Date: z1'-ez1-14!5- c � Company Name: 122 V . Name: - 1= License No.: 2 Address: A 0 Sox S/a 0707vi 22 kOl) Phone No.: �j -2 --a So CP I JOBSITE INFORMATION: (*indicates required information) *Name: &rd ac I 'Ck 1 *Address: � N *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section:- Block: 9 Lot: i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) j (Please Circle All That Apply) *Is job ready for' ection: " YES kN-W Rough In Final *Do you needTemp C rtiftcate: (�P/ NO ' Temp Information (if needed) *Service Size: 1 Phase Whase 100 150 200 30 350 . 400 Other I ' *New Service: Re-connect EEround Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � . G JLc � U d ;/Je- 17ei \ C7 O 82-Request for inspection Form ��� j pPSOUTy�� BUILDING DEPARTMENT � i TOWN OF SOUTHOLD � Town Hall Annex•54375 Main Road•P.O.Box 1179•Southold,NY 11971-0959 Telephone(631)765-1802•Fax(631)765-9502 DateL�"" I ,20-[ s& i Number of Meters 1 Temporary Certificate Size :30DA Phase ` 0 Overhead ❑ Underground New Service X Change of Service ❑ Reconnect Existing Service ❑ II_ 1 Location 1o'10 L�.l 1arn Lcat( e , I � lssuedto,—T—qhaaa�— Van Bin5bMer Elec+ric i,� `/ �j E Installed by�GY lQY1�PS Vr�YI �[1�1�5 ���� Lic.# ��o 3 Idl C Reference _ Co3l — A'Uo — a 0 I Application for electrical service equipment is on file with the Town of Southold.On applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This ver'' n�vafi s �eabove date. Authorized by j i Town Hall Annex ^�.�� Gy Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 Southold, NY 11971-0959 �. } BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Tj (J I Owner: Location of Property: CVn Please take Ice that the (check applicable line): New residential structure Addition to existing residential structure a Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) d roof framing (FR) Signature: n r Name_(person submittingthis orm): L2r'v___I = Capacity(check appl' able line): Ow er- wner representative - TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC _ -PANTONE--- - - - - -- - - ----DESIGNATION-OF CONSTRUCT ION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK-STATE 2" MIN. REFLECTIVE WHITE 4 112" STROKE _._.._...-•--------------�_.... ._ •-=-OEStCNA'i`FON�FOR-S7`Rt1CTltR'At ••- ----•--.._._:___.--------•COMPONENTSTHAT ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS USS I DE V I f9 N ON SIGN CCl/DL ANCE VVITH 19 f` YCRR PART 126541 ,-- CODES 26541 ,--cao>=s arvrsldN EYANPL.E TRUSS IDENT IGNFION SIGN DATE:03�0812905 NEW YORK STATE DEPARTMIE,NT OF STATE DIVISION OF CODE ENFORCEMENT .liE AND ADMINISTRATION' �QEA:cRTb{ENT•,t7 E'a� Bunch, Connie From: Jon Sirkin <jsirkin@hamptonmodular.com> Sent: Thursday, September 01, 2016 9:37 AM To: Bunch, Connie Subject: 120 Latham Lane Attachments: IMG_4277 jpg;IMG_4276 jpg;IMG_4278 jpg Hi Connie, Please find attached pictures of the sonotube piers for the front porch. Please let me know if you have any questions and thanks for all your help. Thanks, Jon LJ �o�� ryolo rjf S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 July 13, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Hampton Modular PO Box 866 Bridgehampton, NY 11932 Re: Bardack, 120 Latham Lane, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. `fee of$59.00. AI '� &1inda Healt epartment Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40768 — New Dwelling a New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^A A^^A 471879484 VESTA DESIGN AND DEVELOPMENT LLC PO BOX 887 NEW YORK NY 10021 %N. ." ■ Scan to Validate POLICYHOLDER CERTIFICATE HOLDER HAMPTON MODULAR LLC TOWN OF SOUTHOLD 33 FLYING POINT RD STE#129 PO BOX 1179 SOUTHAMPTON NY 11968 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11485518-3 426197 07/25/2015 TO 07/25/2017 5/14/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1485 518-3 UNTIL 07/25/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 07/25/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN .TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerVicertval.asp or by calling(888)875-5790 VALIDATION NUMBER:577384702 U-26.3 Client#:4340 VESTA ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 5/16/2016 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Amtech Insurance Brokers PH°NE 518 7838801 FAX 518-783-0345 AIC No - Ext): AIC,No a division of Assured SKCG Inc E-MAIL -RIEss: info@amtechins.com 8 Stanley Circle Latham,NY 12110 INSURER(S)AFFORDING COVERAGE NAIC a INSURER A:Southwest Marine and General In 12294 INSURED INSURER B, Hampton Modular LLC 33 Flying Point Rd INSURERC: Southampton,NY 11968 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS INSR WVD POLICY NUMBER MMIDD MM/DD A X COMMERCIAL GENERAL LIABILITY GL2016LHB00014 D110312016 0110312017 EACH �OCCCURRENCE $110001000 CLAIMS-MADE — OCCUR PREMISES .oNDnce $50,000 X BI1PD Ded:2,500 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY�ECT �LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea a.dent) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per acGdent) $ HIREDAUTOS NON-OWNED PROPERTYDAMAGE $ AUTOS Per acGdent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E L EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O.Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S193880/M183897 MEA yn - a a - -4k_ �i •" = 1 _ r*'r. i.► irk 1r *�. 4 -VAL ` Jr w - •— - { S x . ..via a YB ,v Nn �1 x a 4, s , .� � A x x . r. r' � r a r y ^ F vj +.•. Y •F.r h. 6 � e r x♦, e n � 9 N 0 �e ka ♦ i w wn Y 46 LA L' 4 n- 1.-F y.. t n <a +w v i 4 ew��t 4 e , 2 t d> .x n c b t x �c.qc rll� TAX , fit � Al SAY 1 00* *a `•flee,, x ;: ' v r m u a _ 'P $ b - r '�z ±wr Fit reAY r x ery. , o 4 r TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1, VILLAGE DIST. SUB. LOT 40- FORMER OWNER_-Tac_k-C-ar-aVaMS N E ACR r)C-Ar-P LQ P-7-(-A I' t -1, CIJ F r �15 ,:K-a h-n W S W TYPE OF BUILDING —�7 RES. SEAS. V\,,L. FARM comm. CB. mics. Mkt. Value R LAND IMP. TOTAL DATE REMARKS )-/,,2 S'17,,vLLo/cG (a?z �5efl X4"ye, Lcl I 7Y A/11 �-tvn 7z, 5-06 tillable FRONTAGE ON WATER Noodland FRONTAGE ON ROAD MeadowkiAcl DEPTH louse Plot BULKHEAD dotal LJl\(vvLLLVnrnVl l i. J,LJv >xg.t ).n v.iUw -UTU T.T cv.T vr- [AL_wvfr-,awl wEu TOTAL REQUIRED: 1,314 CU.FT. =31.1 VF IMPROVED IMPROVED PROVIDE:(11)8'DIA,X X DEEP DRYWELLS(1,394 CU.FT.) a � o Q N A LA THAM IA NE CU CATCH am N 88°JrI' 0"W 250.01' CAUE \ L COX � — — s PWROLE V CATCH sASWOPOS�ROJECT 'r \� ITING FENCE � \ ILpQSTEN EiE®ifEC®IVBROLSOSX3 e- Q) \ ZCO Q� Shall include but not be limited to: O A well maintained Construction 401 - SHOUT � Entrance, i { AREA Z V� Wire Backed Silt Fencing, � � P Q O Seeding stabilization & �Fp g of exposed and/or inactive soils. \�` DRAINAGE INSPECTIONS ARE REQUIRED C11 \� / � � ex3 OG Contact TOS Engineering at 765-1560 before rr� " \� 160:1' Backfill, OR Provide Engineer's Certification vJ 1,5 that the drainage has been Installed to Code. VA (WOOD PROPOSED LIMIT OF CLEARING APPROVAL OF STORMWATER MANAGEMENT EwsnNG ® � &LANDDISTURBANCE � �q� �o,c�a ��N SANITARY , 27,000 SOFT CONTR® N -Y Code 5 SYSTEM Date: (Olylt6 Appr,;; �y �* �3 Z y ` �$o j o �� WTa \ [nZv,m .�-c%: i oto Z$ 50.0' 8 W t�j �.m G� POSTS-STEE4TOR USHME TYPE O C O N kF Ix aX3 d7VOCD �L aa OVEN MRC 145 GALGE `\ SOIL ESHOPENING 'C OTH-NdNAFI fIDN j�� / Iuz1=D Bx3 STOCKPILE vmmwL New J ]6l fW COS CE wra r �!y-1\ 1 AREA 1 36-MAN FevcEFas�-� ��V`+ ,' e pp V i �� PROPOSED PROJECT • • v S �� LIMITING FENCE \ x L NOTES uNDSTvmEOc j (SILTFENC� ''I� 280.09' 1 Y.OVENYA1� (MN,411 GALG t 6- S86°0910 ,PNtESHSPAONG)WITH FILTERMOTHOVER CTEDBAO(Fll1 —2 FILTERLYO7HTO8EFAS7ENEOSEC EVERTO NLN �/ _ A e��I )�� \ TA/��SWOYENWN ANDSE LYRHTIEBSPA(�EVERYI4' �61 Gv //�,1 /� �/ fJL�ATTOPANDF/DSEC7KNL T6i z \ M■ Le f'7 c'�'7 3 VWEN TWOSECIIONSOFFILTS?CLOTHAWDIN CLOTH 6'MAN ' `���/// ...yyy+,1 EACHOTHERTHEYSIWIBEOVERI-APPEDBYS" INTOGFOUND ,l Q� ® •-0.�'�&£ / A{' INCPASSANDFOLOM 1` j ge"IV �V® Y 1 V' P ./ 4 EDMENANCESHALLBEPSSOWd EN S KA•/ �� \� �0T 1 N®®ANDNCESH LfIc'-M.OVEDW}BN (AGES- \ y'e�'p`r A✓a`� �` 0.NELOPWTHESILTFENCE , �T SECTION WOVEN MFEFENCE(M9N 14 la Y aJ�T • GALGEMWX 6'kESHSPACJK O TESTS(TYP 16'MAXCEMERTO(BT7ER 3D'SVEN 16-UN INNTTO TtZ VACANT L �u WELL 6'PEN&TRATI0NIWO GFM7WD (SEESECTION) WELL ELEVATION SILT FENCE DETAIL l CERTIFIED TO:LISA R.BARDACK SURVEY OF LOT 11 MAP OF LANDS END JOB NO.:2015-301 SITUATE •AT MAPN0AY3, FILED:MAY 3, 1973 ORIENT POINT PREP OR SCDHS APP. TOWN OF SOUTHOLD 12/29/15 SUFFOLK COUNTY, NEW YORK REV.HOUSE LOCATION 1/12116 S.C,T M DIST. 1000 SEC.: 15 BLK. 09 LOT 1.11 REV. PLOT PLAN 1114116 I - REV. PLOT PLAN 1/19/16 , 20 10 0 20 40 60 80 100 120 140 160 REV. PLOT PLAN 1/20/16 A\`SCALE 1 --40 REV. PLOT PLAN 1125/16 DATE:DECEMBER 4, 2015 LOT AREA:42,861 SQ.FT. =0.984 ACRE �4�'�4�� p500- ELEVATIONS HEREON REFER TO NA VD 1988 \OF NEIN NO SURFACE WATER EVIDENT WITHIN 300' FLOOD ZONE BOUNDARIES HEREON AS SCALED FRONM THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO,-36103CO86 H-EFFECTIVE DATE SEPTEMBER 25, 2009 LICENSE NO.:050363 EASSWWANMORSUBSURFACE TEST HOLE UN"°`n"E AR°N°®°" UNRECORDED ARE DENTAM® TOP.EL:10.0'+� D OFSUA1DADYEVDBIfATTHE HANDS ON SURVEYING nuEDF suftvEv D@ 1"F'1TroA MoUGNSI SNOM HEREON FROY 7NESTAUCNRES W.Mr. PROPERTYUNESAREFORA SPECINC N TOPSOIL P W�SINTENEANDTHEAEFORE 26 SILVER BR DRIVE aRENDrINnBmEDrDGlnaeiHE FLANDERS NEW YORK OL -1 O, - WALLS,VOLS PATI$RETP/NING AREAS TIONS PATO B LDINGS ! AND ANY OTHER CGDBa CT?ON N E sM LOAM ""°""Y°°'�`°"�'""°°°" - 11901 ronUSSURVE"AAMC°"°"A°an°" TEL:(631)-369-8312-FAX.•(631)-369-8313 -2 0' TO TION YEYISAY EWYON S SECTION /t'1➢OF FM NEW YORK STATE EDUCAnON LAW MARTIN D. HAND L.S SAND CORES Or PBS SURVEY AGPNOTBEAR/NG THE LAND SURVEYORS LNID SEAL ON sP & TDBE VALID(TECO°7BE°GNa°E Eo COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING TO CSSEDSD LSh LLNV GRAVEL CEnnFICAnONSINaCA)TEDHERON SHALL RUN THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE S ARO ON NIS TYO NESUAVEY -8.0' 1MEcoREDNY GOVERNHENTALAGENCYAND CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. LEN6NG INSTITUTIONUSTEDHEREON,AND WATER H.E G.W. EL.:2.0' 70 TNEAS56NEE5 OF 7HELENaNGIN$n nmoN.cERnFlanays ARENOrrRANSFBRABL mADanoHALlNsmuno"sDRsussDDUDNT IN GNNMRS I sP SAND - SUFFOLK COUNTY Dz,-P RI T @t c",-IT OF HEALTH SiE VICE j & PERNUT FOR A?PIRGImL. i).. .✓,O�,f :s?E:i..,Or,t t' i?AGRA VEL -14.0' INCLa ir-*�'AT4IL Y T� HANDS ON SURVEYING 1210412015aDaEaTaA TARP MAR 1 $ �u�:ifi 0.OSESi SAMTARY r�.�°I'E PROPOSED SANITARY OSS SE TION6� CI"I3 CO GRADE LOCKING CAST IRON ER 1 y�ra_° g„ �'�-•..""°�„” PROPOSEDGRADEOr`' .c.5t'Ug° e l �E +l�•y1. � wEu 1/4° PITCH MIN 5"MAX SLOPE 1/8%FT PITCH MIN 6'MIN PROP FFEL'13 0' 1 ' AX 8p(liQ dM1..r:'F �+Bl1Y� 1.L`i�3�.'�.7 s.�'C.✓gl i.,'.ia�`.'it�."-,7a�'f�e�${(�}.(�� TPEL 11.0PEL:10.0 8° VV 9.2' INV•90' 1,500 INV.B5' (8J8'DIA GALLON INV 8.3 X3'DEEP 3' ST 3.0'MIN S.-END_ORSEMIENT_S _ IAL2-91 58 ME peafted 8) Th b Suffolk COW,ly GROUNDWATER Dept. O ► 1 afth Sef.v° ms Calf 852-500, 48 Hours in Advance To schedule InsRec ion(s) U WIELL AND LATERAL MUST BE IMPROVED SH ON F - 5 LOT 10 Cq LA THAM LAN N SP 90SO �s ansa" \ .�`' CAB N 88°57'40"W 250.01 cc),TEST HOLE � MON BASIN `p �� \\ j / PROPOSED W F�O�O �o � ^ o, •g � 1 OSP � 201.2' . p4L0? z \ O p! \\�\ GFPROPOS LEV.1155 11 r L VA Cn (WOOD , T SANITARY - UND SYSTEM mFm2 m •� k� V z o�T i° :------ --- ----- N> / Op azaao AA l5- .Jy a 1y \ 50.0'cr) \ 00ce •� R71 `'�• � � \\ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ` _ OFFICE OF WASTEWATER MANAGEMENT RESIDENTIAL STANDARDS-FIGURER ALTERNATEA-CLEAN OUT DETAIL _ \S 86°09'10"W 280.09' STOPPER OR \ END PLUG SLATE OR OTHERzzz1 S ITA BLECOVER - LOT 12 1 1 v SEWER PIPE wp''> 'J` Y VACANT cF I q 51 ELBOWS V ELL IE1i`� WE 45'ELBOW ��R SUFF.G®.H�I.TH SE�tVO� , . ER 1 EASFMENTANO9R SUSSVRFACE SURVEY OF STRUCTURES RECORA�D OR UNRECORDEp ARE NOTGUARANIEID UNLESS PHYS/CALLYENDENTAi THE "w THE SURVEY iNEOFFSET(OR D'MENSIONS)SNOWN LOT 7 7 HEAEONfgOMTf1E STRUCTURES M PROFtRTY UNES ARE FOq A SPECIFIC WgPOSEAND USEANDTf�REFORE _ MAP OF ARENOTINTENDED ro GUIDE THE ERECITONOFFFNCfS,RETNNING WALL$POOLS.PA710.S.PtANlING AREAS,ACDInONSro UIlDINW TOMIS URVEgCONMATION "NDS END UNAUTHORIZED AL TERAnONORAOMnON ro IMSSURVEYISAVIOUq RWKS MUCAnONIAW TNENEW CRKSTATE fs MOSOFTHI9SWUNOT SMORWNG SEP ® c 2016 y—, SITUA TE A T TNEIANDSU nFLE 51NNEDSEALOR4MaY.UhQII' I® AVFALB17FIC4ION.SHA CATEDHEONSIDEAEO ORIENT POINT roEEa vwD nnEcoPr CFAnFIGnONSINpCAlEORERON SHALLR UN OMYTOTNEPERSON��SS))FOR WHOM 7HESURVEY TOWN OF SOUTHOLD ONLYT.WfDAN00N HISBENA{F TO THE DIU:COMPANY OOVFRNNEMN.AGENCYAND TOLE /Nsni�lnON USTED HEREON.AA'0 M=IN D � TDAMII WLINS7TLMONSORSUB O v 111::III��� SUFFOLK COUNTY, NEW YORK ronEN CEgnFICAnONSARENOTIANJSFERABU: ��SUUT'HOLD roAoanoxulNsnnmoxsogsuesEouENrTOWN /� S.C.T.M. DIST. 1000 SEC.: 15 BLK. 09 LOT 1.11 OWNERS V 1 20 10 0 20 40 60 80 100 120 140 160 SCALE: 1"=40' DATE:DECEMBER 4, 2015 LOT AREA:42,861 SQ.FT. =0.984 ACRE ELEVATIONS HEREON REFER TO NA VD 1988 FLOOD ZONE BOUNDARIES HEREON AS SCALED FRONM LOT 10 THE F.EM.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO86 H-EFFECTIVE DATE SEPTEMBER 25, 2009 PROPERTY SUBJECT TO TOWN OF SOUTHOLD LA THAM LANE CHAPTER 226 STORMWATER MANAGEMENT CONTROL PLAN ' r AND SHALL CONFORM TO ALL REQUIRED STANDARDS Qo, DAN mac,• ti MEIN N8805740"W 250.01' CERTIFIED TO:LISA R.BARDACK - - - - - - CONC CAMH/I M014 MON awn 1 a � OB NO.:2015-301 MAP N0.:5909 y o FILED:MAY 3, 1973 O REVISONS: pSANDPREP FOR SCDHS APP. 12/29/15 153 ad, w �w �S REV.HOUSE LOCATION 1112/16 REV. PLOT PLAN 1/14/16 o 3REV. PLOT PLAN 1/19/16 REV. PLOTPLAN 1/20116 REV. PLOT PLAN 1/25/16 REV. PLOT PLAN, REV. DWELL REP. FOR T.O. SOUTHOLD " STORMWATER 5/17116 � �O 05036 Q'� ti N 3 REV. PROP.DWELL. LOC. 617116 �` 9�FOr NE�y� � a N DD DECK DIMS. 7/1/16 "j ow 65.31 c LOC.FOUNDATION 9/1/16 " LICENSE NO.:050363 +' STAKE SE HANDS ON SURVEYING _ �S7AKESET STAKE sE 10"W 280.09 STAKE SET 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK LOT 12 11901 w TEL:(631)-369-8312-FAX.(631)-369-8313 MARTIN D. HAND L,S COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. I I SURVEY OF LOT AREA:42,861 SQ.FT. =0.984 ACRE EASE�ANDONSUBSURFACE STRUCNRES REC N TGUq L 0 T 7 7 FLOOD ZONE BOUNDARIES HEREON AS SCALED FROM M6,,w,UA<LY�°D ATAT WE nA¢ SURVEY THEF.E.M.A FLOOD INSUR4NCE RATE MAP THE OFFSEr IOR DNENSIONS)SHOWN MAP OF HEREONF UhSS FORA Po FIC MAP NO.:361030086 H-EFFECTIVE DATE'SEPTEMBER 25, 2009 �,Se, MEMD m�AFI= SUFFOLK COUNTY DEPARTME0 9T OF HEALTH SERVICESARE NOTINTENDED ro G TDETHE LANDS END PROPERTY SUBJECT TO TOWN OF SOUTHOLD 1 �AN�Dn,ERMaulm N WADS POW PATI.PTA - AREAS y0mffl S-TRUCnw SITUA TE CHAPTER 226 STORMWATEFc'MA�JAGEME�T CON7ROL'PLAN A9'PRU�/A: OF C�JI3STF��3CTE®@ WORKS FOR °NAN,NDg VEYISA a,n°NDRADDnDN TO THIS SURVEY is A VIOLA nON OF AND SHALL CONFORM TO ALL REQUIRED STANDARDS A SINGLE FAMILY RESIDENCE SECnONT HGF THE NEW YORKSTAn ORIENT POINT ��c� N ' ®�� ��€. EDUCA SD V OFFSETS SHOWN HEREON ARE T.0 FOUNDATION. ,6�0� ,= COP SOF TMS SVRVEYAAP NOTBEM NO Ci ESOSURVEYORS INBEDSEAL OR E1®OSSVASEAL SNAl1.N01(IECONSIOERfD ro BEAVATID nTIECOPY TOWN OF SOUTHOLD CERMICAnMS INDICATEOHERONSHAURUN SUFFOLK COUNTY, NEW YORK `Erle sewage dis�,asal and Yva:er supply 6a�'Stses at fts=� l S' ARM 0Nws`E�A*%UTH SURVEY nn COWANY GOVEgN rALAGENCYAND S. Inspected and/®r certified by this Department cT r a� M TENDING INSWUTIONUSrWNEREON AND C.T.M. DIST. 1000 SEC.: 15 BLK. 09 LOT 1.11 pyo�.� 9�p /� pp/�G/{�9p �6Lp �(��f� �(� ronE ASSIGNEESOF THETENOINGINSTF be 2®tisjacloFy FOR A MAXIMUMQF � L9EORGa & TUA MWICAnDNS ARENOTn SFBUBTE +4 roADpnONAL INSI nO ORSUBSEGVENT owNERs I 20 10 0 20 40 60 80 100 120 140 160 SCALE: 1"=40' DATE:DECEMBER 4, 2015 v ° Office of WastewnW 96nC9m9A [c D SANITARY TRIANGULATION DIMENSIONS s JUL 1 7 2017 LOT 10 CORNER A 45' 48' 51' 56' 56' -29K-611 65' / LATH4 �� �� � CORNER B 39'--6" 61' 60' 68' 59' 57' 67' / A M LANE � ��� DIMENSIONS AS PROVIDED BY INSTALLER. WATERLINE LATERALAND DRYWELL LOCATIONS 00, CONC CURB CATCH AS PER OTHERS. 30 K� BASIN ALL DRYWELLS ARE 8'DIA.X 6'DEEP(PRECAST) °57'40"E 250.02' _ cABLCONC. _ MON CONC MON CATCH ' BASIN �e� FN 1 3'S POST&RAIL&WIRE FENCE F3. W CERTIFIED T0:LISA R.BARDACK FLOOD ZO X � a PZERN i � m DW ps gi1LS�� A\ O �•' X03 w vi JOB N0.'2015-301 0.2%ANNUAL CHANCE J�cE �zoE'`c�R o MAP N0.:5909 9 HAZARD AREA `�� SER ouSOY°�°R s���PP110 ry� o FILED:MAY 3, 1973 rn 3,s a� S ►. o REVISONS: O 153.7' GeUNc� PREP FOR SCDHS APP 1229/15 REV HOUSELOCATION 1/12/16 /'��� ; '' OwJE�P P 9y;60 'o �X� tin 1 2 -0 M REV.PLOT PLAN 1/14/16 1�(�1� ". 'pike p �g' N g REV PLOT PLANT/19/16 �� �R DW "WD '''' g1 YJO g1EP o '18 `L y2� A REV PLOT PLAN 120/16 \GJ �i REV PLOT PLAN 125/16 \' n� �� & o ` $ $ p c m REV PLOTPLAN,REV DWELL ��' o� �O ; ''�N ,` fiQ a N aN _ moo PREP FOR T.0 SOUTHOLD \ y m o v� 02 z 11 STORMWATER5117116 ♦/A] O �/ O REV PROP DWELL LOC 6/1/16 1 p( I _ / GSA ''�G ��•L ADD DECK DIMS 7/1/16 f r• a ` W jkSs N� p `gym ? , N PLOT SBUILTSANATER S S.LO LED II/30/16 Q O '-' ---A ��N /' °aoy� �po IG B pY` 1 51,1 PLOTASBUILTSAN SYS.LOC 1229/16 � i�, [ �, ,V DW - - Y t � B � REV SANITARY TRIANGULATION CORNER 126/17 CV p1iIVEW - FINAL SURVEY 530/17 +.� I OI STONE ---`- BOO o g1 a w 65.3' ��• 05035 02� f ZI 1\01, o N vN� CMN°�O iv_ rn or- I �•` Gids' o� o� Os DW al E*c�0 a i 00 • '\03— O C' Z ELEC � _ AFN 0 Eg LICENSE NO.:050363 _ — METER 280. 9, FN 02'S WIRE FENCE 0'S 4.2TV9S /�1 — STAKE SET S 86°09'10"Wco STAKE SET HANDS ON SURVEYING / LOT 12 FLOOD ZONE 26 SILVER BROOK DRIVE N / AE(EL8) FLANDERS, NEW YORK 1 \ \ 11901 '" E TEL:(631)-369-8312-FAX.'(631)-369-8313 \ MARTIN D. HAND L.S 'V\ COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE \ JU X017 CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. OF A A�1��� ��w igw �S PLUMBER CERTIFICATION APPROVED AS NOTED ON LEAD CONTENT BEFORE DATE: # V l ,+, h7- CERTIFICATE OF OCCLhI;NCY � tS.P. 33 bD SOLDER USE-[) ;I;r FEE: BY: SUPPLYSYC1-t=.+ 1 NOTIF BUILDING DEPART A1' EXCEED 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ALL PLUMBING WASTE 2. ROUGH - FRAMING & PLUMBING ` ,A,WATER LINES NEED ;: 3. INSULATION rtSrING,BEF.ORE 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOP, C.O. ALL CONSTRUCTION SHALL MEET THE DRAINAGE INSPECTIONS ARE REQUIRED REQUIREMENTS OF THE CODES OF NEW Contact TOS Engineering at 766-1660 before YORK STATE. NOT RESPONSIBLE FOR Backfill,OR Provide Engineer's Certification DESIGN OR CONSTRUCTION ERRORS. that the drainage has been Installed to Code. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO NOT PROCEED,WITH FRAMING UNTIL SUR1 OY, r OFAND T LOCATION' gEN APPRO�lED.,,, '"! RD .,. . 'l TRUSS PLACARDING REQUIRED ` t OCCUPANCY OR York State Law USE IS UNLAWFUL New You Must Call 811 WITHOUT CERTIFICATE Before You Dig OF-OCCUPANCY 4 9 Michael W. Behringer Architect 1375 North Sea Road Southampton, N.Y. 11968 phone: 631.287.9474 email: behringQoptonline.neti June 8, 2016 Town of Southold Building Dep't Main Road Southold, NY 11971 Re: Proposed Bardack Residence, Lands End Road, Orient, Town of Southold, NY Dear Sir/ Madam, We have been requested to write a letter certifying the finished floor surface above the basement is going to be less than six feet above grade plain around the house (this % constitutes the definition of a "story above grade' per NYS Code). Please accept this letter as such certification. Thank you for your courtesies. Sincerely, ��� 1) �j o \C..\.�. ,8�Z•CA Michael W. Behringer, Architect �A A, o��a'� �o4r F•dF•N�.V1 V i STATE OF NEW YORK I DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR i ALBANY,NY 12231-0001 CESAR A. PERALES ; WWW.DOS.NY.GOV SECRETARY OF STATE € _ a NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State(DOS)has reviewed and approved s documents, 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: ? Manufacturers Name: Professional Building Systems 72 East Market Street i Middleburg, PA 17842 ' 9 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) d Approval Number: Modifications to Previously Approved System of Models M013-2015-001 (Tracking Number:M013-2015-102) Applicable Code: Residential Code of New York State 2010,(RCNYS 2010) S Expiration Date: January 24,2017 Maximum Ground Snow Zone: 90 PSF Seismic Design Category: A, B,or C 1 3 Basic Wind Speed: Up to 120 MPH with 3 sec t Exposure Category: A,B,or C DOS Contact Person: Don Thomas Jr.,AIA Additional Conditions. Limited to use of%"nominal OSB truss gusset plates - Approval Date: November 12,2015, . s i I • A { Ronald Piester,AIA Director yF 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 x seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and I specifications approved by and on file with the DOS. The following statement may be used to provide this certification: s a "The plans and specifications of this permit plan set are derived from and consistent with the systems set of i plans and specifications approved and on file with the Department of State,which were approved on € November 12,2015 under systems number M013-2095-001" 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/or determination. Mga G i 1 � NEWo ORK Department sTA OPPORTUNITY, of State I € c ScF>reck Software Version .2 Compliance Certificate Project ON-67366 Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York .. �. Construction Type: Single-family Project Type: New Construction �� Conditioned Floor Area: 4,234 ft2 1 Glazing Area 31% Climate Zone: 4 (5750 HDD) 05/12/16 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 120 LATHAM LANE HAMPTON MODULAR PROFESSIONAL BUILDING SYSTEMS ORIENT POINT, NY 11957 P.O. BOX 866 72 EAST MARKET STREET SOUTH HAMPTON, NY 11968 MIDDLEBURG, PA 17842 631-204-6272 570-837-1424 compliance- 1.9%Better Than Code Maximum UA: 464 Your UA: 455 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 a • • e Ceiling 1: Flat Ceiling or Scissor Truss 2,170 32.0 0.0 0.034 74 Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.430 3 Wall 1: Wood Frame, 16"D.C. 2,444 21.0 0.0 0.057 91 Window 1:Vinyl/Fiberglass Frame-Double Pane with Low-E 5 0.330 2 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 89 0.320 28 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 311 0.300 93 Door 1: Solid 43 0.140 6 Door 2: Glass 304 0.270 82 Door 3: Solid 22 0.210 5 Door 4: Solid 22 0.140 3 Door 5: Glass 46 0.270 12 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,170 38.0 0.0 0.026 56 Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 1 of 7 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 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 2 of 7 C REScheck Software Version 4.6.2 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 Plans Verified Field verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.li3 103.2 `Construction drawings and ; ❑Complies [PR111 :documentation sufficiently i []Does Not ;demonstrates energy code ❑Not Observable ;compliance for the building envelope. <❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 `documentation sufficiently ° '❑Does Not [PR311 ;demonstrates energy code - :compliance for lighting and i ❑Not Observable ; mechanical systems. Systems ` ❑Not Applicable ;serving multiple dwelling units ;must demonstrate compliance with the commercial code. 403.6 'Heating and cooling equipment is; Heating: Heating: ❑Complies [PR2]2 #sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or [ Cooling: Cooling: other approved methods. Btu/hr Btu/hr ❑Not Observable ❑Not Applicable f f t Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 3 of 7 section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 343.2.1° =Exposed foundation insulation -❑Complies [FC+Il]2 protection. []Does Not []Not Observable ❑Not Applicable 403.8 €Snow melt controls. [ Complies jF012]2 f ❑Does Not ❑Not Observable, []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 4 of 7 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID - 402.4.4 !Fenestration that is not site built iOComplies ; [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC i 400 that do not exceed code I ;❑Not Applicable , E limits. F 402,4.5 JC-rated recessed lighting fixtures •❑Complies `sealed at housing/interior finish =❑Does Not and labeled to indicate&It;=2.0 I ;cfm leakage at 75 Pa. ❑Not Observable :❑Not Applicable 403.2.2 ;All joints and seams of air ducts, i J❑Complies [FR13]1 :air handlers,filter boxes, and I ❑Does Not Q111 ;building cavities used as return ❑Not Observable ducts are sealed. I ;❑Not Applicable 403.2.3 ;Building cavities are not used asf ❑Complies [FR15]3 ;ducts or plenums. ? ❑Does Not ❑Not Observable I❑Not Applicable 403>3 'HVAC piping conveying fluids R- R- ❑Complies [FR17]2. iabove 105°F or chilled fluids ❑Does Not below 55 °F are insulated to R-3. ; ❑Not Observable , ❑Not Applicable 403.4 `;Circulating service hot water R- R- ❑Complies [FR18]2 :pipes are insulated to R-2. : ❑Does Not 3 ( ❑Not Observable ❑Not Applicable 403.5', Automatic or gravity dampers are` '❑Complies ; [FR19]2 'installed on all outdoor air ,❑Does Not intakes and exhausts. 3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 5 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate • e Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 32.00 Ductwork (unconditioned spaces): alimmill III m•• i To Window 0.30 Door 0.27 Skylight 0.43 ME®. Heating System: Cooling System: Water Heater• Name: Date• Comments Z STRUCTURAL LUMBER PROFESSIONAL BUILDING SYSTEMS, INC. INTERACTION CALCULATIONS 14 12 t,.<<,,,,,, ,,,, 1 23 16 ofj:.,, l�,S"�yY• '' �I 10 ,a21 P ..� 20 cn U'?t� Me+�► 19 19 334 EER 1 Q2 3 4 a5 6 7 8 `°';14NAl. ;;�`' 11/31/2012 20 psf 30 psf 40 psf BALANCED SNOW LOAD: `20.4 231 30.8 psf TRUSS NO.:TR7-31-6 UNBALANCED SNOW LOAD: 3602 42.72 54.52 psf JOB NO.: 110721 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 693 9.24 psf PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 43 5.01 5.6 ft SPAN:31'-6" TC DL: 10 psf TRUSS CENTERS: 16" BC LL: 10 psf WHERE h<42" BC LL: 20 psf WHERE h?42" MEMBER INFORMATION: BC DL: 10 psf SIZE& MWFRS UPLIFT: 33.16 psf WINDWARD AT 110 mph MEMBER SPECIES 18 84 psf LEEWARD AT 110 mph 1-8 2 x 8 SPF#2 46 32 psf WINDWARD AT 130 mph 9-12&15-18 2 x 6 SPF#2 26.31 psf LEEWARD AT 130 mph 13&14 2 x4 SPF#2 C&C UPLIFT: 35.73 psf AT 110 mph 19-22 2 x 4 SPF#2 49.9 psf AT 130 mph 23 2 x 6 SPF#2 ADDITIONAL 5 psf RAIN ON SNOW SURGHARGE APPLIED MAXIMUM SUPPORT REACTIONS flbsl: MWFRS UPLIFT C&C UPLIFT DL L+ DL+LL+ DL+LL+ 0.6 DL+ 06DL+ 06 DL+ 06 DL+ DEAD 20!25 psf 30/35 psf 40/45 psf 110 mph 130 mph 110 mph 130 mph LOAD SNOW SNOW SNOW UPLIFT UPLIFT UPLIFT UPLIFT EXTERIOR WALLI 488 1 1055.9 1 1105.7 1247.4 1 -308.4 1 -545.7 -456.5 1 -7537 MATING WALLI 1119 262 2661 277.7 1 0 1 0 0 1 -23.3 NOTES: 1.MATING WALL LOADS ARE TOTAL FOR BOTH SIDES MAXIMUM INTERACTION&DEFLECTION: 2 WIND PER ASCE 7-10,110&130 mph,EXP C. MAXIMUM 3.SNOW PER ASCE 7-10,20,30&40 psf GSL,Ct=1.1,Ce=1.0. MAXIMUM DEFLECTION 4 COMPONENT DESIGN IS BASED ON C&C PRESSURES CSI (In) 1/ TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES BOTTOM CHORD 096277 0.64233 307 TOPCHORDI 0.94288 0.95579 267 WEBI 015783 1 000 P 12011\11072112012-TRUSSES\20-30AO1FOLDING\INTER-TR7-31.6)ds Section # Insulation Inspection Complies? Comments/Assumptions &Re .ID 303:1 'All installed insulation labeled or ❑Complies JlNi3]2 E installed R-values provided. ❑Does Not t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1.2'1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Recl.ID 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 `verified by blower door test result' ❑Does Not : [FI17]1 ;of<7 ACH at 50 Pa.This ;requirement may instead be met ; ❑Not Observable :via visual inspection, in which []Not Applicable case verification may need to ; ;occur during Insulation :Inspection. E 403.2.2 ;Duct tightness via post- cfm cfm ❑Complies [F14]1 :construction with maximum E ❑Does Not ;leakage of 8 cfm to outdoors,or ❑Not Observable ,12 cfm across systems. For rough-in tests,verification may,rough-in 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 4 `❑Not Observable f ❑Not Applicable 3 403.1.2 {Heat pump thermostat installed ' `:❑Complies ' [FI10]2 ;'on heat pumps. '❑Does Not 3 f❑Not Observable , ❑Not Applicable 3 403.4 ',Circulating service hot water f g❑Complies [FI11]2 ;systems have automatic or ❑Does Not 'jaccessible manual controls. E. 4❑Not Observable ❑Not Applicable , 4bl.3° ;Compliance certificate posted. z❑Complies tF17]2 f '❑Does Not i❑Not Observable ' g 1❑Not Applicable ; 303.3 ;Manufacturer manuals for '❑Complies [FI18]3 :mechanical and water heating 11❑Does Not 'equipment have been provided. f i ❑Not Observable . ❑Not Applicable Additional Comments/Assumptions: s 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ON-67366 Report date: 05/10/16 Data filename: M:\60000\67366.rck Page 7 of 7 COMPON%jb&?AWgWgfY PROFESSIONAL BUILDING SYSTEMS,INC O � LOCATION 1=EXT.WALL HEADER&EXT WALL STUD 1 STORY&2 OR 3 STORY UPPER LEVEL W Q Rt LOCATION 2=M WALL HEADER&M.WALL STUD 1 STORY&2 OR 3 STORY UPPER LEVEL (� LOCATION 3=PERIMETER BAND 1 STORY&2 OR 3 STORY UPPER LEVEL LOCATION 4=CENTER GIRDER '�b \--O O o (3)—/ `t�y4s�»�t�►�ri���A����� 1 STORY&2 OR 3 STORY UPPER LEVEL MQ�1EE,1� �ti art Irk LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD 2 STORY LOWER&3 STORY MIDDLE LEVEL •Cwt LOCATION 6=M WALL HEADER&M WALL STUD �� ® ® �•' *•o L"� 2 STORY LOWER&3 STORY MIDDLE LEVEL LOCATION 7=PERIMETER BAND 2 STORY LOWER&3 STORY MIDDLE LEVEL LOCATION S=CENTER GIRDER 2 STORY LOWER&3 STORY MIDDLE LEVEL '.tiz n•i��. 33���'•d : LOCATION 9=EXT.WALL HEADER&3 STORY LOWER LEVEL S WALL STUD '��, G,� OCATION 10=M.WALL HEADER&M.WALL STUD 3 STORY LOWER LEVEL QQ o0 O 11/31/2 OCATION 11=PERIMETER BAND 3 STORY LOWER LEVEL OCATION 12=CENTER GIRDER 3 STORY LOWER LEVEL �1 LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE FOUNDATION LOADS MODULE WIDTH(W) COMPONENT LOADS(lbs/ft) TRUSS TR7-31-6.7/12 PITCH,31'-6"WIDTH.20 psf GROUND SNOW LOCATION 1 1 LOCATION 2 LOCATION 3 1 LOCATION 4 1 LOCATION 5 1 LOCATION 6 1 LOCATION 7 1 LOCATION 8 1 LOCATION 9 LOCATION 10 LOCATION 11 LOCATION 12 LIVE TOTAL LIVE ITOTAL LIVE ITOTALl LIVE ITOTALl LIVE ITOTALl LIVE ITOTALl LIVE ITOTALl LIVE ITOTALl LIVE ITOTALI LIVE ITOTAL LIVE ITOTALI LIVE ITOTAL 604 1124 110 195 919 1598 425 649 919 1638 425 689 1234 2111 740 1142 1234 2151 740 1182 1549 2624 1055 1635 90 mph WIND UPLIFT LOADS 1130 mph WIND UPLIFT LOADS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 1 3 1 4 5 6 7 1 8 1 9 10 11 1 12 -343 0 -248 -225 -129 - -106 -10 -566 -9 -471 1 - -448 -352 -329 -233 - TRUSS TR7-31-6.7/12 PITCH,31'-6"WIDTH.30 psf GROUND SNOW LOCATION 1 1 LOCATION 2 LOCATION 3 LOCATION 4 LOCATION 5 LOCATION 6 LOCATION 7 LOCATION 8 LOCATION 9 LOCATION 10 LOCATION 11 LOCATION 12 LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL 738 1258 117 202 1053 1732 432 656 1053 1772 432 696 1368 2245 747 1149 1368 2285 747 1189 1683 2758 1062 1642 90 mph WIND UPLIFT LOADS 1130 mph WIND UPLIFT LOADS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 1 3 1 4 5 1 6 7 1 8 7—9r 10 11 1 12 -343 0 -248 -225 -129 - -106 -10 -566 -9 1 -471 - -448 -352 -329 - -233 - TRUSS TR7-31-6,7/12 PITCH,31'-6"WIDTH.40 psf GROUND SNOW LOCATION 1 1 LOCATION 2 LOCATION 3 LOCATION 4 I LOCATION 5 LOCATION 6 LOCATION 7 1 LOCATION 8 LOCATION 9 LOCATION 10 LOCATION 11 LOCATION 12 LIVE ITOTAL LIVE ITOTALI LIVE ITOTALl LIVE ITOTALl LIVE ITOTALI LIVE ITOTALl LIVE ITOTALl LIVE ITOTALI LIVE ITOTAL LIVE ITOTAL LIVE ITOTALI LIVE TOTAL 909 1429 128 213 1224 1903 443 667 1224 1943 443 707 1539 2416 758 1160 1539 2456 758 1200 1854 2929 1073 1653 90 mph WIND UPLIFT LOADS 1130 mph WIND UPLIFT LOADS 1 2 3 1 4 5 6 7 8 9 10 11 12 1 2 3 4 1 5 6 1 7 1 8 1 9 10 11 12 -343 0 -248 -225 -129 - -106 - -10 -566 -9 -471 -448 -352 -329 -233 P 12011471072152012•TRUSSES120J010135TORY-LOADSUMMARY 20.3640 As STRUCTURAL LUMBER PROFESSIONAL BUILDING SYST INC. 3 3 INTERACTION CALCULATIONS .tr1;111 arra 751 a r~ ':'.:,., B 1o'-1i8„ 1o'-016 1 7 —4'-0" 05/12/16 r���J{Ily+ ••n ak�a'�pr`,1�`,` Nm of 3'-10116 14 15 12 16 13 ma� 12 a IQ 4 5 6 =M� 5'-7— 6'-0 5'-7-1" O m^as 20 psf 30 psf 40 psf BALANCED SNOW LOAD: *20 4 23.1 30.8 psf a o TRUSS NO.: SW7-17-3-SPECIAL UNBALANCED SNOW LOAD: 36.02 4272 54 52 psf JOB NO.: 140026 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 6.93 9 24 psf PITCH: 7/12 UNBALANCED SNOW LOAD LENGTH: 4.3 501 5.6 ft. SPAN: 17'-3" TC DL: 10 psf TRUSS CENTERS: 16" BC LL: 10 psf WHERE h<42" BC LL: 20 psf WHERE h?42" MEMBER INFORMATION: BC DL: 10 psf SIZE& APPLIED MWFRS UPLIFT: 21.48 psf WINDWARD AT 115 mph MEMBER SPECIES 12 2 psf LEEWARD AT 115 mph 1-6 2 x 10 SPF#2 36.54 psf WINDWARD AT 150 mph 7-13 2 x 8 SPF#2 20.75 psf LEEWARD AT 150 mph 14-16 2 x 4 SPF#2 APPLIED C&C UPLIFT: 23.14 psf AT 115 mph 17 2 x 6 SPF#2 39 37 psf AT 150 mph 'ADDITIONAL 5 psf RAIN ON SNOW SURGHARGE APPLIED MAXIMUM SUPPORT REACTIONS fjjj MWFRS UPLIFT C&C UPLIFT DL+LL+ DL+LL+ DL+LL+ 0.6 DL+ 0.6 DL+ 06DL+ 0.6 DL+ DEAD 20125 psf 30/35 psf 40/45 psf 115 mph 150 mph 115 mph 150 mph LOAD SNOW SNOW SNOW UPLIFT UPLIFT UPLIFT UPLIFT EXTERIOR WALL 323 1 675 725 838 40 -204 -98 1 -302 MAXIMUM INTERACTION&DEFLECTION: NOTES: 1 WIND PER ASCE 7-10,110&150 mph,EXP C. MAXIMUM 2.SNOW PER ASCE 7-10,20,30&40 psf GSL,Ct=1.1,Ce=1.0. MAXIMUM DEFLECTION 3 COMPONENT DESIGN IS BASED ON C&C PRESSURES CSI (In) TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES BOTTOM CHORD 0.347 0.05 4525 TOP CHORD 0.248 0 054 2426 WEB 0.066 000 PV201411400261TRUSSESIINTERSW7-17-3SPECIAL CONNECTIONS PROFESSIONAL BUILDING SYSTEMS, INC. TRUSS FRAMING PROJECT NUMBER 140026 DESIGN LOADS- 20 psf GROUND SNOW TRUSS NUMBER: SW7-17-3SPECIAL TRUSS PITCH 7/12 BALANCED TC LL: 20 4 psf(5 psf SURCHARGE USED) TRUSS SPACING 16 in O.C. UNBALANCED TC LL: 36.02 psf TRUSS SPAN. 17'3" TC DL: 10 psf BC LL: 20 psf WHERE h >_42" BC LL: 10 psf WHERE h<42" OA BC DL: 10 psf WIND: 115/150 mph Ne �iE ,t�G . �r17/liI O D © E W'o RU t� UPLIFT CONNECTIONS(MWFRS LOADS): EXTERIOR WALL 115 mph WIND 05/12/16 UPLIFT DESIGN LOAD= 40 lbs BASED ON WIND LOAD Co= 1.6 OK FOR 1 1/2"x 26ga STRAP WITH 1 10 d NAILS EACH END OR WITH 1 16 ga STAPLE EACH END 150 mph WIND UPLIFT DESIGN LOAD= 204 Ibs BASED ON WIND LOAD Co= 16 OK FOR 1 1/2"x 26ga STRAP WITH 3 10 d NAILS EACH END OR WITH 4 16 ga STAPLE EACH END CONDITION"A"-RIDGE: MEMBER* 10 START JOINT MEMBER 9 END JOINT SHEAR CONNECTION DL+LL& DL+115 mph WIND MAX SHEAR DESIGN LOAD= 92 lbs BASED ON SNOW LOAD Co= 115 USE 1 16 d NAILS INTO END GRAIN EACH END USE 10 d NAILS AT 11 "0 C.THROUGH PLATES DL+LL& DL+150 mph WIND MAX SHEAR DESIGN LOAD= 92 lbs BASED ON SNOW LOAD Co= 115 USE 1 16 d NAILS INTO END GRAIN EACH END USE 10 d NAILS AT 11 "O.0 THROUGH PLATES TENSION CONNECTION DL+LL& DL+115 mph WIND MAX TENSION DESIGN LOAD= 135 lbs BASED ON SNOW LOAD CD= 1.15 OK FOR 1 1/2"x 26ga STRAP "Professional ertification.I hereby certify that these documents were prepared or WITH 3 6 d NAILS EACH END approved by i ie and that I am a duly licensed professional engineer under the laws of the State c Maryland." License No 33421 Expiration Date 7/16/14 OR WITH 3 16 ga STAPLE EACH END f•jla�/flfltfef�ffo ALTERNATE CONNECTION: USE 2 8 d NAILS EACH END OF 1 x4 ���"� y •rt �� DL+LL& DL+150 mph WIND i ;�:.°w s•1"?( T ,�• �� MAX TENSION DESIGN LOAD= 135 lbs R `[} BASED ON SNOW LOAD CD= 115 OK FOR 1 1/2"x 26ga STRAP WITH 3 6 d NAILS EACH END OR WITH 3 16 ga STAPLE EACH END ."•7(�� ,��i•:` .�� ALTERNATE CONNECTION: USE 2 8 d NAILS EACH END OF 1 x 4 p _ _ 01/15/14 CONNECTIONS EV PROFESSIONAL BUILDING SYSTEMS, INC. TRUSS FRAMING �ti tom,E y aco at 05/12/16 CONDITION"B"-COLLAR TIE: MEMBER 17 START JOINT MEMBER 17 END JOINT DL+LL& DL+115 mph WIND DESIGN LOAD= 710 lbs BASED ON SNOW LOAD CD= 115 USE 6 16 d NAILS EACH END BEARING BLOCK NOT REQUIRED DL+LL& DL+150 mph WIND DESIGN LOAD= 710 lbs BASED ON SNOW LOAD C,,,= 115 USE 6 16 d NAILS EACH END BEARING BLOCK NOT REQUIRED CONDITION"C"-KNEE WALLS: MEMBER 14115 START JOINT MEMBER 14/15 END JOINT COMPRESSION CONNECTION DL+LL& DL+115 mph WIND DESIGN COMPRESSION LOAD= 112 Itis BASED ON SNOW LOAD Co= 115 USE 1 16 d NAILS THROUGH CHORD BLOCK DL+LL& DL+150 mph WIND DESIGN COMPRESSION LOAD= 112 lbs BASED ON SNOW LOAD Co= 1.15 USE 1 16 d NAILS THROUGH CHORD BLOCK TENSION CONNECTION DL+LL& DL+115 mph WIND DESIGN TENSION LOAD= 158 lbs BASED ON SNOW LOAD CD= 115 "Profession il Certification I hereby certify that these documents were prepared or OK FOR 1 1/2"x 26ga STRAP approved me and that I am a duly licensed professional engineer under the laws WITH 3 10 d NAILS EACH END of the State of Maryland" License No 33421 Expiration Date 7/16/14 OR WITH 3 16 ga STAPLE EACH END tccil..cc�ti�rrrrrr�i .1�� t�, DL+LL& OIL+150 mph WIND ���„�\ .°'•j •.• r'/0 DESIGN TENSION LOAD= 158 lbs ti �*.�,y PC'• BASED ON SNOW LOAD CD= 115 40 OK FOR 1 1/2"x 26ga STRAP • WITH 3 10 d NAILS EACH END OR WITH 3 16 ga STAPLE EACH END it 01/15/14 P\2014\140026\TRUSSES\TRUSS-FRAME-SW7-17-3-SPECIAL xls aF "�wr CONNECTIONS PROFESSIONAL BUILDING SYSTEMS, INC. TRUSS FRAMING CONDITION"D"-HEEL WITHOUT GUSSET: � � MEMBER 1/7 START JOINT MEMBER - END JOINT SHEAR CONNECTION 05/12/16 DL+LL& DL+115 mph WIND MAX SHEAR DESIGN LOAD= 135 lbs BASED ON SNOW LOAD CD= 1.15 USE 2 16 d NAILS TOENAILED DL+LL& DL+150 mph WIND MAX SHEAR DESIGN LOAD= 149 lbs BASED ON WIND LOAD CD= 16 USE 2 16 d NAILS TOENAILED TENSION CONNECTION DL+LL& DL+115 mph WIND MAX TENSION DESIGN LOAD= 67 lbs BASED ON WIND LOAD CD= 16 OK FOR 1 1/2"x 26ga STRAP WITH 2 6 d NAILS EACH END OR WITH 2 16 ga STAPLE EACH END DL+LL& DL+150 mph WIND MAX TENSION DESIGN LOAD= 254 lbs BASED ON WIND LOAD Co= 16- OK FOR 1 1/2"x 26ga STRAP WITH '4 6 d NAILS EACH END OR WITH 5 16 ga STAPLE EACH END CONDITION"E"-HEEL WITH GUSSET: MEMBER - START JOINT MEMBER 6/13 END' JOINT TOP CHORD DL+LL& DL+115 mph WIND DESIGN LOAD= 75 lbs BASED ON SNOW LOAD CD= 115 USE 1 1/2"BOLT PLUS -2 6 d NAILS PER GUSSETT EACH SIDE OR -3 16 ga STAPLE PER GUSSETT EACH SIDE DL+LL& OL+150 mph WIND DESIGN LOAD= 75 Ibs BASED ON SNOW LOAD Co= 115 USE 1 1/2"BOLT PLUS -2 6 d NAILS PER GUSSETT EACH SIDE OR -3 16 ga STAPLE PER GUSSETT EACH SIDE BOTTOM CHORD DL+LL& DL+115 mph WIND DESIGN LOAD= 567 lbs "Professio ial Certification.I hereby certify that these documents were prepared or BASED ON SNOW LOAD CD= 1 15 approved y me and that I am a duly licensed professional engineer under the laws of the Sta a of Maryland" License No 33421 Expiration Date 7/16/14 USE 5 6 d NAILS PER GUSSETT EACH SIDE �s�`1j11C ti titer`/, OR USE 7 16 ga STAPLE PER GUSSETT EACH SIDE �'�+ �-'•� � ��.�� DL+LL& DL+150 mph WIND DESIGN LOAD= 567 Ibs S� BASED ON SNOW LOAD CD= 115 USE 5 6 d NAILS PER GUSSETT EACH SIDE OR USE 7 16 ga STAPLE PER GUSSETT EACH SIDE `r •'' 1 P 1201411400261TR 01/15/14 -SW7-17-3-sPEC1AL As CONNECTIONS PROFESSIONAL BUILDING SYSTEMS, INC. TRUSS FRAMING PROJECT NUMBER 140026 DESIGN LOADS: 30 psf GROUND SNOW TRUSS NUMBER SW7-17-3-SPECIAL TRUSS PITCH 7/12 BALANCED TC LL: 23 1 psf TRUSS SPACING 16 in O.C. UNBALANCED TC LL: 42 72 psf TRUSS SPAN 17'-3" TC DL* 10 psf BC LL: 20 psf WHERE h i 42" BC LL. 10 psf WHERE In<42" O BC DL: 10 psf WIND: 115/150 mph ,c,Fr'4i SE y i' © ju .�r q► UPLIFT CONNECTIONS(MWFRS LOADS). EXTERIOR WALL 115 mph WIND 05/12/16 UPLIFT DESIGN LOAD= 40 lbs BASED ON WIND LOAD Co= 16 OK FOR 1 1/2"x 26ga STRAP WITH 1 10 d NAILS EACH END OR WITH 1 16 ga STAPLE EACH END 150 mph WIND UPLIFT DESIGN LOAD= 204 lbs BASED ON WIND LOAD CD= 16 OK FOR 1 1/2"x 26ga STRAP WITH 3 10 d NAILS EACH END OR WITH 4 16 ga STAPLE EACH END CONDITION"A"-RIDGE, MEMBER 14 START JOINT MEMBER 13 END JOINT SHEAR CONNECTION DL+LL& DL+115 mph WIND MAX SHEAR DESIGN LOAD= 95 lbs BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS INTO END GRAIN EACH END USE 10 d NAILS AT 10"0 C THROUGH PLATES DL+LL& DL+150 mph WIND MAX SHEAR DESIGN LOAD= 95 lbs BASED ON SNOW LOAD Co= 115 USE 2 16 d NAILS INTO END GRAIN EACH END USE 10 d NAILS AT 10"0 C THROUGH PLATES TENSION CONNECTION DL+LL& DL+115 mph WIND MAX TENSION DESIGN LOAD= 139 lbs BASED ON SNOW LOAD CD= 115 "Professional ertification.I hereby certify that these documents were prepared or OK FOR 1 1/2"x 26ga STRAP approved by a and that I am a duly licensed professional engineer under the laws WITH 3 6 d NAILS EACH END of the State o Maryland" License No 33421 Expiration Date.7/16/14 OR WITH 3 16 ga STAPLE EACH END ALTERNATE CONNECTION. USE 2 8 d NAILS EACH END OF 1 x 4 r s��•���."' ,. '., ,.'�� DL+LL& DL+150 mph WIND MAX TENSION DESIGN LOAD= 139 lbs ~ BASED ON SNOW LOAD CD= 115 OK FOR 1 1/2"x 26ga STRAP WITH 3 6d NAILS EACH END ` [-J OR WITH 3 16 ga STAPLE EACH END ALTERNATE CONNECTION- USE 2 8 d NAILS EACH END OF 1 x 4 P 'jrrrrrr+r+�X++ 01/15/14 CONNECTIONS PROFESSIONAL BUILDING SYSTEMS, INC. TRUSS FRAMING �� SE G -w Ck 05/12/16 CONDITION"C"-COLLAR TIE: MEMBER 23 START JOINT MEMBER 23 END JOINT DL+LL& DL+115 mph WIND DESIGN LOAD= 738 lbs BASED ON SNOW LOAD CD= 115 USE 6 16 d NAILS EACH END BEARING BLOCK NOT REQUIRED DL+LL& DL+150 mph WIND DESIGN LOAD= 738 lbs BASED ON SNOW LOAD CD= 115 USE 6 16 d NAILS EACH END BEARING BLOCK NOT REQUIRED CONDITION"D"-KNEE WALLS- MEMBER 20/21 START JOINT MEMBER 20/21 END JOINT COMPRESSION CONNECTION DL+LL& DL+115 mph WIND DESIGN COMPRESSION LOAD= 146 lbs BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS THROUGH CHORD BLOCK DL+LL& DL+150 mph WIND DESIGN COMPRESSION LOAD= 146 Itis BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS THROUGH CHORD BLOCK TENSION CONNECTION DL+LL& DL+115 mph WIND DESIGN TENSION LOAD= 246 lbs BASED ON SNOW LOAD CD= 115 OK FOR 1 1/2"x 26ga STRAP "Profession I Certification I hereby certify that these documents were prepared or WITH 4 10 d NAILS EACH END approved b me and that I am a duly licensed professional engineer under the laws OR WITH 5 16 ga STAPLE EACH END of the State of Maryland" License No 33421 Expiration Date.7 16/14 1`��:+ t �rrrrr DL+LL& DL+150 mph WIND ��t• [} =i DESIGN TENSION LOAD= 246 lbs BASED ON SNOW LOAD CD= 115 ` {� I•`• . OK FOR 1 1/2"x 26ga STRAP WITH 4 10 d NAILS EACH END OR WITH 5 16 ga STAPLE EACH END L�Ve � •. h, 3•Z��� ti r` `"% 01/15/14 P\2014\140026\TRUSSES\TRUSS-FRAME-SW7-17-3-SPECIAL As "Professional Certification.I hereby certify that these documents were prepared or approved by me and that I am a duly licensed professional engineer under the laws CONNECTIdWe State of Maryland." License No 33421 Expiration Date.?1 4 PROFESSIONAL BUILDING SYSTEMS, INC. TRUSS FRAMING CONDITION"E"-HEEL: "•%^1r.•'` MEMBER 1/9 START JOINT > r ?C a ' J» MEMBER 8/18 END JOINT SHEAR CONNECTION rr,?'=jNA1, DL+LL MAX SHEAR DESIGN IDLOAD= 150 lbs 5-171--5/1-4-1 BASED ON SNOW LOAD CD= 1 15 USE 2 16 d NAILS TOENAILED DL+LL& DL+150 mph WIND MAX SHEAR DESIGN LOAD= 150 lbs BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS TOENAILED TENSION CONNECTION DL+LL& DL+115 mph WIND MAX TENSION DESIGN LOAD= 67 lbs BASED ON WIND LOAD Co= 16 OK FOR 1 1/2"x 26ga STRAP WITH 2 6 d NAILS EACH END OR WITH 2 16 ga STAPLE EACH END DL+LL& DL+150 mph WIND MAX TENSION DESIGN LOAD= 254 lbs BASED ON WIND LOAD CD= 16 OK FOR 1 1/2"x 26ga STRAP WITH 4 6 d NAILS EACH END OR WITH 5 16 ga STAPLE EACH END CONDITION"E"-HEEL, MEMBER 1/9 START JOINT MEMBER 8/18 END JOINT TOP CHORD DL+LL& DL+115 mph WIND DESIGN LOAD= 75 lbs BASED ON SNOW LOAD CD= 115 USE 1 1/2"BOLT PLUS -2 6 d NAILS PER GUSSETT EACH SIDE OR -3 16 ga STAPLE PER GUSSETT EACH SIDE DL+LL& DL+150 mph WIND DESIGN LOAD= 75 lbs BASED ON SNOW LOAD CD= 115 USE 1 1/2"BOLT PLUS -2 6 d NAILS PER GUSSETT EACH SIDE OR -3 16 ga STAPLE PER GUSSETT EACH SIDE BOTTOM CHORD DL+LL& DL+115 mph WIND �. NEW � DESIGN LOAD= 591 lbs �E ,,./ BASED ON SNOW LOAD Co= 115 USE 5 6 d NAILS PER GUSSETT EACH SIDE OR USE 7 16 ga STAPLE PER GUSSETT EACH SIDE d � DL+LL& DL+150 mph WIND EtJ DESIGN LOAD= 591 lbs BASED ON SNOW LOAD Co= 115 .E USE 5 6 d NAILS PER GUSSETT EACH SIDE OR USE 7 16 ga STAPLE PER GUSSETT EACH SIDE 05/12/16✓ P\20141140026\TRUSSESITRUSS-FRAME-SW7-17-3-SPECIAL xis CONNECTIONS PROFESSIONAL BUILDING SYSTEMS,INC. TRUSS FRAMING PROJECT NUMBER 140026 DESIGN LOADS: 40 psf GROUND SNOW TRUSS NUMBER SW7-17-3SPECIAL TRUSS PITCH 7/12 BALANCED TC LL: 30 8 psf TRUSS SPACING 16 in O.C. UNBALANCED TC LL 54.52 psf TRUSS SPAN_ 17'-3" TC DL: 10 psf BC LL: 20 psf WHERE h ?42" BC LL: 10 psf WHERE h<42" OBC DL: 10 psf WIND: 115/150 mph HE Ll o � D © E at° O } UPLIFT CONNECTIONS(MWFRS LOADS): 05/12/16 EXTERIOR WALL 115 mph WIND UPLIFT DESIGN LOAD= 40 Its BASED ON WIND LOAD CD= 16 OK FOR 1 1/2"x 26ga STRAP WITH 1 10 d NAILS EACH END OR WITH 1 , 16 ga STAPLE EACH END 150 mph WIND UPLIFT DESIGN LOAD= 204 Itis BASED ON WIND LOAD Co'= 16 OK FOR 1 1/2"x 26ga STRAP WITH 3 10 d NAILS EACH END OR WITH 4 16 ga STAPLE EACH END CONDITION"A"-RIDGE: MEMBER 14 START JOINT MEMBER 13 END JOINT SHEAR CONNECTION DL+LL& DL+115 mph WIND MAX SHEAR DESIGN LOAD= 103 lbs BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS INTO END GRAIN EACH END USE 10 d NAILS AT 10"O C THROUGH PLATES DL+LL& DL+150 mph WIND MAX SHEAR DESIGN LOAD= 103 Itis BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS INTO END GRAIN EACH END USE 10 d NAILS AT 10"O C THROUGH PLATES TENSION CONNECTION DL+LL& DL+115 mph WIND MAX TENSION DESIGN LOAD= 150 lbs BASED ON SNOW LOAD CD= 115 OK FOR 1 1/2"x 26ga,STRAP "Professional Cerl ficaton I hereby certify that these documents were prepared or WITH 4 6 d NAILS EACH END approved by me nd that I am a duly licensed professional engineer under the laws of the State of Mi ryland" License No..33421 Expiration Date 7/16/14 OR WITH 3 16 ga STAPLE EACH END tAS��tittl�r#tr ALTERNATE CONNECTION: USE 3 8 d NAILS EACH END OF 1 x4 tit`, J .•• ,j'�! �i� DL+LL& DL+150 mph WIND MAX TENSION DESIGN LOAD= 150 lbs •C� BASED ON SNOW LOAD CD= 115 Q• I . S "t OK FOR 1 1/2"x 26ga STRAP WITH 4 6 d NAILS EACH END OR WITH 3 16 ga STAPLE EACH END .? •` ��� ALTERNATE CONNECTION: USE 3 8 d NAILS EACH END OF 1 x 4 p _ _ `'tttt/t 11 lit tlttitt 01/15/14 "Professional Certification.I hereby certify that these documents were prepared or approved by me and that I am a duly licensed professional engineer under the laws of the State of Maryland" License No.33421 Expiration Date:7/16/14 CONNECTIONS y1r� PROFESSIONAL BUILDING SYSTEMS,INC. TRUSS FRAMING `tet �p � Ito ilf �? �e Ar 1�` i�``•/ i �y IO'�'Al. `♦% 01/15/14 CONDITION"C"-COLLAR TIE: MEMBER 23 START JOINT MEMBER 23 END JOINT DL+LL& DL+115 mph WIND DESIGN LOAD= 816 lbs BASED ON SNOW LOAD Co= 115 USE 6 16 d NAILS EACH END BEARING BLOCK NOT REQUIRED DL+LL& DL+150 mph WIND DESIGN LOAD= 816 lbs BASED ON SNOW LOAD CD= 1 15 USE 6 16 d NAILS EACH END BEARING BLOCK NOT REQUIRED CONDITION"D"-KNEE WALLS: MEMBER- 20/21 START JOINT MEMBER 20/21 END JOINT COMPRESSION CONNECTION DL+LL& DL+115 mph WIND DESIGN COMPRESSION LOAD= 208 Itis BASED ON SNOW LOAD Co= 115 USE 2 16 d NAILS THROUGH CHORD BLOCK DL+LL& DL+150 mph WIND DESIGN COMPRESSION LOAD= 208 lbs BASED ON SNOW LOAD Co= 1.15 USE 2 16 d NAILS THROUGH CHORD BLOCK TENSION CONNECTION DL+LL& DL+115 mph WIND DESIGN TENSION LOAD= 268 lbs BASED ON SNOW LOAD CD= 115 OK FOR 1 112"x 26ga STRAP WITH 5 10 d NAILS EACH END OR WITH 6 16 ga STAPLE EACH END DL+LL& DL+150 mph WIND DESIGN TENSION LOAD= 268 Itis BASED ON SNOW LOAD Co= 1 15 OK FOR 1 1/2"x 26ga STRAP WITH 5 10 d NAILS EACH END OR WITH 6 16 ga STAPLE EACH END ®► tiet+Y P 1201411400261TRUSSESITRUSS-FRAME-SW7-17-3-SPECIAL As 05/12/16 CONNECTIONS QIF WE �+ PROFESSIONAL BUILDING SYSTEMS, INC TRUSS FRAMING +i�� �E H lu lu CONDITION"E"-HEEL: MEMBER 1/9 START JOINT MEMBER 8/18 END JOINT SHEAR CONNECTION DL+LL& DL+115 mph WIND 05/12/16 MAX SHEAR DESIGN LOAD= 188 lbs BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS TOENAILED DL+LL& DL+150 mph WIND MAX SHEAR DESIGN LOAD= 188 lbs BASED ON SNOW LOAD CD= 115 USE 2 16 d NAILS TOENAILED TENSION CONNECTION DL+LL& DL+115 mph WIND MAX TENSION DESIGN LOAD= 67 Ibs BASED ON WIND LOAD CD= 16 OK FOR 1 1/2"x 26ga STRAP WITH 2 6 d NAILS EACH END OR WITH 2 16 ga STAPLE EACH END DL+LL& DL+150 mph WIND MAX TENSION DESIGN LOAD= 254 Itis BASED ON WIND LOAD CD= 1 6 OK FOR 1 1/2"x 26ga STRAP WITH 4 6 d NAILS EACH END OR WITH 5 ' 16 ga STAPLE EACH END CONDITION"E"-HEEL: MEMBER 1/9 START JOINT MEMBER 8/18 END JOINT TOP CHORD DL+LL& DL+115 mph WIND DESIGN LOAD= 74 lbs BASED ON SNOW LOAD CD= 115 USE 1 1/2"BOLT PLUS -2. 6 d NAILS PER GUSSETT EACH SIDE OR -3 16 ga STAPLE PER GUSSETT EACH SIDE DL+ILL& DL+150 mph WIND DESIGN LOAD= 74 lbs BASED ON SNOW LOAD CD= 115 USE 1 1/2"BOLT PLUS -2 6 d NAILS PER GUSSETT EACH SIDE OR -3 16 ga STAPLE PER GUSSETT EACH SIDE BOTTOM CHORD DL+LL& DL+115 mph WIND DESIGN LOAD= 659 Itis BASED ON SNOW LOAD CD= 115 "Professior at Certification.I hereby certify that these documents were prepared or USE 6 6 d NAILS PER GUSSETT EACH SIDE approved t y me and that I am a duly licensed professional engineer under the laws OR USE, 8 16 ga STAPLE PER GUSSETT EACH SIDE of the Stat of Maryland" License No 33421 Expiration Date 7/16/14 DL+LL& DL+150 mph WIND Of, r DESIGN LOAD= 659 lbs BASED ON SNOW LOAD CD= 115 `*; "' '•p. USE 6 6 d NAILS PER GUSSETT EACH SIDE 4 =• 4> OR USE 8 16 ga STAPLE PER GUSSETT EACH SIDE " �•. ' 3'3;,2;: �r f� P 12074\1400261TRUS`f.�:"T1`JJJiiltti�[[1WUbb;'°°61 "Q1-17-3-SPECIAL As 01/15/14 COMPONENT LOAD SUMMARY PROFESSIONAL BUILDING SYSTEMS, INC. MONO TRUSSES LOCATION 1 = EXT. WALL HEADER&EXT.WALL STUD 1 STORY&2 OR 3 STORY UPPER LEVEL LOCATION 2= PERIMETER BAND 1 STORY&2 OR 3 STORY UPPER LEVEL LOCATION 3= EXT.WALL HEADER&EXT.WALL STUD O O 2 STORY LOWER&3 STORY MIDDLE LEVEL LOCATION 4= PERIMETER BAND 2 STORY LOWER&3 STORY MIDDLE LEVEL LOCATION 5= EXT.WALL HEADER&EXT.WALL STUD 3 STORY LOWER LEVEL LOCATION 6= PERIMETER BAND 3 STORY LOWER LEVEL LOCATIONS 3,4, 7, 8, 11 &12 MAY BE USED TO GENERATE FOUNDATION LOADS O MODULE MIDTH(M) TRUSS SW7-17-3-SPECIAL, 7/12 PITCH, 17'-3"WIDTH,20 psf GROUND SNOW LOCATION 1 LOCATION 2 1 LOCATION 3 1 LOCATION 4 1 LOCATION 5 LOCATION 6 LIVE TOTAL LIVE TOTALI LIVE TOTALI LIVE TOTALI LIVE TOTALI LIVE TOTAL 264 507 1 609 1019 609 1062 954 1573 1 954 1616 1299 1 2127 115 mph WIND UPLIFT LOADS 150 mph WIND UPLIFT LOADS 1 2 3 4 5 6 1 2 3 4 5 6 -74 - - - - - -227 -128 -102 -2 TRUSS SW7-17-3-SPECIAL, 7/12 PITCH, 17'-3"WIDTH, 30 psf GROUND SNOW 4-1 LOCATION 1 LOCATION 2 LOCATION 3 LOCATION 4 LOCATION 5 LOCATION Vj LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE TOT 301 544 1 646 1 10561 646 1099 991 1610 991 1653 1336 2164 115 mph WIND UPLIFT LOADS 150 mph WIND UPLIFT LOADS ��} 1 2 3 4 5 6 1 2 3 4 -74 - - - - - -227 -128 -102 -2 - - 05/12/16 TRUSS SW7-17-3-SPECIAL, 7/12 PITCH, 17'-3"WIDTH.40 psf GROUND SNOW LOCATION 1 1 LOCATION 2 1 LOCATION 3 1 LOCATION 4 1 LOCATION 5 LOCATION 6 LIVE ITOTALI _LIVE ITOTALI LIVE TOTAL LIVE ITOTALI LIVE ITOTALI LIVE I TOTAL ttc,sr+,'t � 386 629 731 1141 731 1184 1076 1695 1076 1738 1421 2249 S�``� +A, 115 mph WIND UPLIFT LOADS 150 mph WIND UPLIFT LOADS �t`` i °" ti. • �.r wrr 1 2 3 4 5 6 1 1 2 3 4 5 6 -74 - - - - - -227 -128 -102 -2 S �]t7 1 r{@'• t,lAli► 1�,t',�• P\2014\140026\TRUSSES\3STORY-LOAD-SUMMARY 20-30-40 As 01/15/174 "Professional Certification.I hereby certify that these documents were prepared or approved by me and that I am a duly licensed professional engineer under the laws of the State of Maryland" License No.33421 Expiration Date•7 16 14 Project 67366page Chris O'Brien Location 2ND FLR WINDOW HDR W/POINT LOAD . Qes Professional Building Systems Multi-Loaded Multi-Span Beam : . 72 E Market St of [2009 International Residential Code(2005 NDS)] :- -» Middleburg,PA 17842 (3)1.5 IN x 9 25 IN x 3.25 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9 0 2 5 5/10/2016 2.07.27 PM Section Adequate By.112 0% Controlling Factor Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/7830 Dead Load 0.00 in Total Load 0.01 IN L/7759 Live Load Deflection Criteria-1_/360 Total Load Deflection Criteria.L/240 REACTIONS A B Live Load 602 Ib 1755 Ib Dead Load 12 Ib 12 Ib Total Load 614 Ib 1767 Ib Bearing Length 032 in 0.92 in BEAM DATA Center Span Length 325 ft Unbraced Length-Top 0 ft 3.25ft Unbraced Length-Bottom 325 ft Live Load Duration Factor 1 00 Notch Depth 000 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 plf Base Values dusted Beam Self Weight 8 plf Bending Stress- Fb= 875 psi Fb'= 1107 psi Total Uniform Load 8 plf Cd=1 00 CF=1.10 Cr-1.15 POINT LOADS-CENTER SPAN Shear Stress Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 2357 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 0 Ib Comp 1 to Grain Fc- L= 425 psi Fc-1'= 425 psi Location 242 ft Controlling Moment: 1455 ft-Ib 2 4 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1767 Ib 3 0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Recd Provided orrr.. Section Modulus 15 78 in3 64.17 in3 �: 14EW r Area(Shear) 19.64 int 41 63 in2 ��r C.sE Moment of Inertia(deflection) 13 65 in4 296 79 in4 Moment- 1455 ft-Ib 5919 ft-Ib Shear -1767 lb 3746 lb NOTES ttJ 05/12/16 Project 67366s;a page «Chris O'Brien Location:1ST FLR WINDOW HDR W/POINT LOAD ';, Professional Building Systems Multi-Loaded Multi-Span Beam 72 E.Market St of [2009 International Residential Code(2005 NDS)] "_` _ Middleburg,PA 17842 (3)15 IN x 7 25 IN x 3 25 FT 2 0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9 0.2 5 5/10/2016 2:07.27 PM Section Adequate By:45.3% Controlling Factor-Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0 02 IN U2223 Dead Load 0 00 in Total Load 0.02 IN U2214 Live Load Deflection Criteria.L/360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1458 Ib 4252 Ib Dead Load 13 Ib 13 Ib Total Load 1471 Ib 4265 Ib Bearing Length 0.44 in 1.26 in BEAM DATA Center Span Length 3.25 ft Unbraced Length-Top 0 ft 325ft B Unbraced Length-Bottom 325 ft Live Load Duration Factor 1 00 Notch Depth 000 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2 0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 8 plf Bending Stress. Fb= 2900 psi Fb'= 3089 psi Total Uniform Load 8 plf Cd=1 00 CF=1 07 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 5710 Ib Modulus of Elasticity. E= 2000 ksi E'= 2000 ksi Dead Load 0 Ib Comp -l-to Grain Fc-1 = 750 psi Fc--l-'= 750 psi Location 242 ft Controlling Moment: 3515 ft-Ib 2 4 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -4265 Ib 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reg'd Provided Section Modulus 13 66 in3 39 42 in3 Area(Shear) 22 45 int 32.63 int Moment of Inertia(deflection). 23 14 in4 142 9 in4F NEW �. Moment. 3515 ft-Ib 10146 ft-Ib 5E �f Shear. -4265 lb 6199 Ib c� NOTES tu G1 � �t 05/12/16 R.,..,� ._..._ page Project:67366 �= Chris O'Brien Location 2ND FLR FLR BEAM OVER DIN/LIV(DROPPED) Professional Building Systems Multi-Loaded Multi-Span Beam HIGH WIND CALCULATIONS FOR PROFESSIONAL BUILDING ,SYSTEMS MIDDLEBURG, PA PBS-67366 7/12 PITCH ASCE 7-05, Vmph 120 MPH, WIND EXPOSURE: C NY HEyr. . Q 05/12/16 PREPARED BY: BARLOW ENGINEERING. P.C. 6512 SIX FORKS RD, SUITE 203-B RALEIGH, NC 27615 160235 PROFESSIONAL BUILDING SYSTEMS INDEX NARRATIVE P3 SECTION 1 P4-9 ASCE 7-05 WIND CALCULATIONS SECTION 2 P10-45 SHEARWALL CALCULATIONS SECTION 3 P46-54 HAND CALCULATIONS SECTION 4 P55-56 ALTERNATE CALCULATIONS 05/12/16 160235 2 NARRATIVE 160235 PBS-67366 0136nec2016 31'-6"x 70'-0"Two Story(OVERALL) 7/12 Wind Speed: 120 MPH Wind Exposure Category C NY Sara Christoph 05/05/2016 It is assumed that the house will placed over a basement foundation. The mean roof height(MRH)of the house is adjusted accordingly per drawings provided. Ensure that the foundation is structurally adequate for the shear,uplift and downward point loads imposed at corner connections and similar locations. Sidewall#I and Endwall#2 were designed as a segment shear wall and hold downs are required at each segment end. Minimum strap thickness specified is 20 gage per state of New York requirements. See hand calculations for offset shear wall. 160235 3 PROFESSIONAL BUILDING SYSTEMS SECTION 1 ASCE 7-05 WIND CALCULATIONS 05/12/16 160235 4 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-05) DESIGN INPUTS FIRST FLOOR WIDTH 31.50 ft NO.OF STORIES 2 SECOND FLOOR WIDTH 31 50 ft 1st FLOOR WALL HEIGHT 9.00 ft THIRD FLOOR WIDTH 0 00 ft 2nd FLOOR WALL HEIGHT 8.50 ft FOURTH FLOOR WIDTH 0 00 ft 3rd FLOOR WALL HEIGHT 000 ft FIRST FLOOR LENGTH 70 00 ft 4th FLOOR WALL HEIGHT 000 ft SECOND FLOOR LENGTH 70.00 ft WIND SPEED 120 mph THIRD FLOOR LENGTH 0.00 ft WIND EXPOSURE CASE C FOURTH FLOOR LENGTH 0 00 ft ROOF SPAN(RS) 31.50 ft (WIND BORNE DEBRIS PROTECTION STUD SPACING 16 in IS REQUIRED FOR TRUSS SPACING 16 In HURRICANE PRONE REGIONS) ROOF PITCH 7 112 ROOF ANGLE(A) 3026 ° RAFTER LENGTH(L)= 18 24 ft Z= 21.50 It hr= 9 19 ft hr/2= 460 ft h= 31 00 ft (IF ROOF SLOPE—10 DEGREES,USE EAVE HEIGHT) WALL EFFECTIVE WIND AREA=h,x STUD SPACING= 2700 (EFFECTIVE WIDTH NEED NOT BE LESS THAN 9ft/3=3 ft) ROOF EFFECTIVE WIND AREA=L x TRUSS SPACING= 110 90 ft' (EFFECTIVE WIDTH NEED NOT BE LESS THAN 18 24ft/3=6 081 MIN.WALL&ROOF EFFECTIVE AREA FOR FASTENERS= 0 17 ft` (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.54,FIG 6-10,NOTATION 9.a) a 01W=01`315ft=315ft OR 04h=04`31ft=124ft LESSER= 3 15 ft AND NOT LESS THAN EITHER 004W=004`31.5ft=126ft OR3ft a= 315ft DETERMINE WIND LOADS PER ASCE 7-05: MAIN WIND FORCE RESISTING SYSTEM: CONSTANTS: WIND VELOCITY(V) 120 mph DIRECTIONALITY FACTOR(Kd) 085 VEL PRESS EXP.COEF.(Kh) 099 IMPORTANCE FACTOR(1) 1 VEL.PRESS.EXP COEF (Q 0.91 qh =.00256 x Kh x Ku x Kd x V2 x I= 3090 MULT for TOPO FACTOR(K,) 009 q, = 00256 x KZ x Ku x Kd x VZ x I= 2858 MULT.for TOPO FACTOR(K2) 0 MULT for TOPO FACTOR(K3) 0 GUST EFFECT FACTOR(G)• 0.85 KZ, =(1+K,x KZ x K3)2= 1 INTERNAL PRESS.COEF.(GC,,,), 0.18 -019' PER TABLE 6-6,ASCE 7-05,pp 49,"EXTERNAL PRESSURE COEFFICIENTS,Cp" WALL PRESSURE COEFICIENTS ROOF PRESSURE COEFICIENTS FOR USE WITH gh SURFACEI I Cp I USE WITH NORMAL TO RIDGE(WIND FROM SIDEWALL) WINDWARD WALL ALL 08 qz Cp-WINDWARD WALL -030 LEEWARD WALL SIDE -05 qh 0.20 LEEWARD WALL END -03 qh Cp-LEEWARD WALL -060 SIDE WALL ALL -07 qh PARALLEL TO RIDGE(WIND FROM ENDWALL) Cp-0 TO h/2 -0.90 Cp-h/2 TO h -0.90 Cp-h TO 2h -0.50 Cp->2h -0.30 Cp -0.18 PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 1 of 5 5/5/2016 5 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-05) LATERAL LOADS: EXTERNAL PRESSURE COEFFICIENTS 30 26 ° ROOF CASE A-WIND FROM SIDE WALL: SIDE WALL GCpff= 056 GCpffE= 069 SIDE WALL GCpf4= -037 GCpf4E= -0.48 LOAD CALCULATIONS(WIND FROM SIDE WALL): P=q GCp-qi(GCpi) EXAMPLE P=qh GCp-qi(GCpi) =(30 9 psf x 0.85 x 0 8)-(30.9 x 0.18)=15 5 psf P=qh GCp-qi(GCpi) =(30 9 psf x 0.85 x 0 8)-(30.9 x-0 18)=26 6 psf WINDWARD P= 15.50 psf WINDWARD P= -0.31 psf WINDWARD P= 2660 psf WINDWARD P= 10.82 psf LEEWARD P= -18.70 psf LEEWARD P= -2132 psf LEEWARD P= -7 60 psf LEEWARD P= -1020 psf WINDWARD SIDE: ROOF SIDE USE 34.20 psf WIND LOAD USE 10.59 psf WIND LOAD CASE B-WIND FROM END WALL: ENDWALL GCpff,= 0.4 GCpffE= 0.61 ENDWALL GCpf4= -029 GCpf4E= -0.43 LOAD CALCULATIONS(WIND FROM END WALL): P=q GCp-qi(GCpi) EXAMPLE. P=qz GCp-qi(GCpi) =(28.58 psf x 0.85 x 0.8)-(28 58 x 0.18)=15 5 psf P=qz GCp-qi(GCpi) =(28 58 psf x 0 85 x 0 8)-(28 58 x-0 18)=26 6 psf WINDWARD P= 1550 psf WINDWARD P= 2660 psf LEEWARD P= -13.40 psf LEEWARD P= -230 psf WINDWARD SIDE: USE 2890 psf W IND LOAD PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 2 of 5 5/5/2016 6 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-05) LATERAL LOADING: MAX FLOOR WIDTH(W)= 31.5 ft MAX FLOOR LENGTH(L)= 70 00 ft ROOF SPAN(RS)= 31 50 ft ROOF PITCH 7 /12 ROOF ANGLE(A)= 30.26 ° MAX WALL HEIGHT(H)= 9 00 ft RIDGE ROOF HEIGHT(hr)= 9 19 ft EDGE ROOF HEIGHT(he)= 3 68 ft CALCULATE LATERAL PRESSURE AT FLOOR:(PERPENDICULAR TO RIDGE) W LAT= 34 2 psf wFL=WuT*H= 342psf*9ft= WFL= 308 plf CALCULATE LATERAL PRESSURE AT FLOOR:(PARALLEL TO RIDGE) W LAT= 28 9 psf WFL=W LAT*H= 28 9 psf*9 ft= wFL= 308 plf CALCULATE LATERAL PRESSURE @ ROOF:(PERPENDICULAR TO RIDGE) WR-PER=W LAT*hr+WFL/2= wR_pER=10 59 psf*9.19 ft+308 plf/2= (BUT NO LESS THAN 308 plf 12= 154 plf) (ASCE 7-05 FIGURE 6-10 NOTE 6) WR-PER= 287 plf CALCULATE LATERAL PRESSURE @ ROOF:(PARALLEL TO RIDGE) GABLE AREA(AT)=RS*hr/2= AT=31.5ft*9.19ft/2= AT= 144 74 ft TOTAL WIND LOAD(Pw)=(AT-Aa)*wn+Aa*w,a= Pw=(144 74 ftA2)*28 9 psf= P.= 4183 lbs wR-pAR=Pw/R+Wn/2= wR_pAR=4183 lbs/315 ft+308 plf/2= WR-AR= 287 plf PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 3 of 5 5/5/2016 7 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-05) DETERMINE WIND LOADS PER ASCE 7-05 FOR LOW RISE BUILDINGS: COMPONENTS AND CLADDING CONSTANTS' WIND VELOCITY(V) 120 mph DIRECTIONALITY FACTOR(Ka) 085 VEL PRESS EXP.COEF (KZ) 099 IMPORTANCE FACTOR(1) 1 MULT for TOPO FACTOR(Kf) 0.09 q, = 00256 x KZ x KZ,x Kd x VZ x I= 3090 MULT for TOPO.FACTOR(KZ) 0.00 q,=qh=q.= 30.90 MULT for TOPO.FACTOR(K3) 000 GUST EFFECT FACTOR(G) 0.85 KZ, =(1+Kf x KZ x K3)Z= 1 00 INTERNAL PRESS COEF.(GCp,)- 018 -0.18 LATERAL LOADS(COMPONENTS AND CLADDING): 2 EXTERNAL PRESSURE COEFFICIENTS 21 21�T2 SIDE WALL FIELD GCpr4= -101 2 r EDGE GCpf5= -1.19 2 ✓'3 LOAD CALCULATIONS: I �5 P=ghx(GCpf-GCp) 5 4�' 4 5 5 EXAMPLE P4,=qh x(GCpf4-GCPA) =30.9 psf`[(-1 01-0 18)l_-36 78 psf P4,=qh x(GCpf4-GC04) =30.9 psf`[(-1.01--0.18)]_-25.65 psf FIELD P4,= -36 78 psf FIELD P4,= -25.65 psf USE -3678 psf WIND LOAD FOR FIELD EDGE Psi= -42 34 psf USE -4234 psf WIND LOAD FOR EDGE. EDGE P5,= -31.21 psf THE MAXIMUM LATERAL LOAD FOR 120 mph WIND(COMPONENTS AND CLADDING)IS -42 34 psf UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS ROOF FIELD GCpff,= -080 EDGE GCpf2= -100 OVERHANG GC,= -180 DOWNWARD GCpn3= 0.80 LOAD CALCULATIONS: Ph=qh x(GCp-GCp,) EXAMPLE Ph=qh x(GCpf,-GCp,f) =30 9 psf'[(-0 8-0 18)]_-30 29 psf Pi,=qh x(GCpff,-GCp,f) =30 9 psf'[(-0 8--0 18)]_-19.16 psf FIELD Pf,= -30.29 psf FIELD Pi,= -19.16 psf USE -30.29 psf WIND LOAD FOR FIELD. EDGE P2,= -3647 psf USE -36.47 psf W IND LOAD FOR EDGE. EDGE P2,= -2534 psf USE -61 19 psf W IND LOAD FOR OVERHANG. OVERHANG. P3,= -61.19 psf USE 30.29 psf DOWNWARD WIND LOAD OVERHANG' P3,= -50.06 psf DOWNWARD. Pi-3i= 1916 psf DOWNWARD PI-3f= 30.29 psf THE MAXIMUM UPLIFT LOAD FOR 120 mph WIND(COMPONENTS AND CLADDING)IS -61 19 psf PREPARED BY• BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 4 of 5 5/5/2016 8 WIND LOAD CALCULATIONS PROFESSIONAL BUILDING SYSTEMS (PER ASCE 7-05) DETERMINE WIND LOADS PER ASCE 7-05 FOR LOW RISE BUILDINGS: COMPONENTS AND CLADDING FOR FASTENERS ONLY(EFFECTIVE AREA SHALL BE NO GREATER THAN FASTENER TRIBUTARY AREA): CONSTANTS: WIND VELOCITY(V) 120 mph DIRECTIONALITY FACTOR(Kd) 0.85 VEL PRESS EXP.COEF.(KZ) 0.99 IMPORTANCE FACTOR(1) 1 MULT.for TOPO FACTOR(KI) 009 qz = 00256 x KZ x Ku x Kd x VZ x I= 30.90 MULT.for TOPO FACTOR(K2) 0.00 q,=qh=q.= 30.90 MULT.for TOPO FACTOR(K3) 000 GUST EFFECT FACTOR(G) 085 KZ, =(1+K,x Kz x K3)2= 1 00 INTERNAL PRESS COEF (GCp,) 0 18 -018 LATERAL LOADS(COMPONENTS AND CLADDING): 2 EXTERNAL PRESSURE COEFFICIENTS 2 2121 SIDE WALL (ZONE 4) GCp,4= -110 2 EDGE(ZONE 5) GCpfs= -140 2 / LOAD CALCULATIONS: P=qh x(GCpf-GC,) 5 l ' 4 4 �5 5' EXAMPLE P4,=qh x(GCpf4-GCp,4) =30.9 psf`[(-1.1-0.18)]_-39.56 psf P41=qh x(GCpf4-GCP4) =30.9 psf•[(-1.1--0 18)]_-28 43 psf FIELD(ZONE 4) P4,= -39.56 psf FIELD(ZONE 4) P4,= -28.43 psf USE 3956 psf WIND LOAD FOR FIELD EDGE(ZONE 5) P5,= -48.83 psf USE 48.83 psf WIND LOAD FOR EDGE EDGE(ZONE 5) Psi= -37.70 psf UPLIFT LOADS(COMPONENTS AND CLADDING): EXTERNAL PRESSURE COEFFICIENTS ROOF (ZONE 1) GCpf,= -1.00 EDGE(ZONE 2) GCp,Z= -1.20 CORNER(ZONE 3) GG,= -120 CORNER OH(ZONE 3) GCPff.3= -200 LOAD CALCULATIONS: Ph=qh x(GCP-GCp,) EXAMPLE Ph=qh x(GCpff-GCp,f) =30.9 psf`[(-1-0.18)l_-36.47 psf Pii=qh x(GCpf,-GCpif) =30 9 psf'[(-1--0 18)]_-25 34 psf FIELD(ZONE 1) P, = -36.47 psf FIELD(ZONE 1) P,,= -25.34 psf USE 3647 psf WIND LOAD FOR FIELD(ZONE 1) EDGE(ZONE 2) P2,= 42.65 psf USE 42.65 psf W IND LOAD FOR EDGE(ZONE 2) EDGE(ZONE 2) PZ,= -31.52 psf USE 4265 psf WIND LOAD FOR CORNER(ZONE 3). CORNER(ZONE 3) P3= 42.65 psf USE 67.37 psf WIND LOAD FOR CORNER OH(ZONE 3; CORNER(ZONE 3) P3,= -31.52 psf CORNER OH(ZONE 3) P,�i= -67.37 psf CORNER OH(ZONE 3) P,3,_ -56.24 psf PREPARED BY: BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 5 of 5 5/5/2016 9 PROFESSIONAL BUILDING SYSTEMS SECTION 2 SHEARWALL CALCULATIONS a�.aet r E 05/12/16 160235 10 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) s" a+� \\ 7 BUILDING INFORMATION' JOB NUMBER= 160235-MAIN PLAN NAME/NUMBER= PBS•67366 FIRST FLOOR WIDTH(W') 315 ft SECOND FLOOR WIDTH(W,) 315 It FIRST FLOOR LENGTH(L,)= 70 ft SECOND FLOOR LENGTH(Lz)= 70 ft ROOFSPAN= 315 ft TRUSS SPACING(TOC)= 16 m STUD SPACING(SOC)= 16,n WIND SPEED(V33)= 120 mph EXPOSURE FACTOR= C SHEARWALLSUMMARY: SHEATHING FASTENING MUST USE THE MORE RESTRICTIVE FASTENING OF THAT SPECIFIED FOR SHEARWALL SHEATHING FASTENING AND SHEATHING SUCTION FASTENING FIRST FLOOR ENDWALL41 7116'OSB EXTERIOR(BLOCKED)wl 112"GWB INTERIOR GARAGE END WITH Bd COMMON NAILS SPACED AT 3"EDGE FIRST FLOOR ENDWALL 42 7116"OSB EXTERIOR(BLOCKED)w/112'GWB INTERIOR BEDROOM#11 BATH#1 END WITH 8d COMMON NAILS SPACED AT 2"EDGE •'•SEGMENTED SHEARWALL-HOLDDOW NS REQUIRED AT EACH SEGMENT END •••DOUBLE FRAMING MEMBERS AND DOUBLE BOTTOM PLATE REQUIRED AT PANEL EDGES, STAGGERED NAILING AT ALL PANEL EDGES ARE REQUIRED FIRST FLOOR SIDEWALL#1 7/16'OSB EXTERIOR(BLOCKED)w/112'GWB INTERIOR DINING I LMNG ROOM I BEDROOM#1 SIDE WITH 8d COMMON NAILS SPACED AT 4"EDGE •••SEGMENTED SHEARWALL-HOLDDOWNS REQUIRED AT EACH SEGMENT END'•• •••DOUBLE FRAMING MEMBERS AND DOUBLE BOTTOM PLATE REQUIRED AT PANEL EDGES, STAGGERED NAILING AT ALL PANEL EDGES ARE REQUIRED. FIRST FLOOR SIDEWALL#2 7/16'OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR FOYER/KITCHEN SIDE WITH 8d COMMON NAILS SPACED AT 4"EDGE SECOND FLOOR ENDWALL#1.7116"OSB EXTERIOR(BLOCKED)wl 10 GWB INTERIOR BEDROOM#2 END WITH 8d COMMON NAILS SPACED AT 3"EDGE SECOND FLOOR ENDWALL 92.7/16"OSB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SITTING AREA/BATH#2 END WITH 8d COMMON NAILS SPACED AT 4"EDGE SECOND FLOOR SIDEWALL#1 7116'OSB EXTERIOR(BLOCKED)wl t@'GWB INTERIOR BEDROOM#4/SITTING AREA SIDE WITH 8d COMMON NAILS SPACED AT 6"EDGE SECOND FLOOR SIDEWALL#2.7116"OSB EXTERIOR(BLOCKED)wl 112'GWB INTERIOR BEDROOM#31 BATH 43 SIDE WITH 8d COMMON NAILS SPACED AT 6"EDGE PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 1 of 33 11 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SHEATHING SUMMARY. ROOF SHEATHING 7116'OSB(UN-BLOCKED)w/8d NAILING @ 6712" INCREASE TO 7116"OSB(BLOCKED)w/8d NAILING @ 012"84"o c @ PERIMETER WITHIN 5 It OF ENDWALLS CEILING SHEATHING 11T GWB(UN-BLOCKED)wl FASTENERS @ 7Y/' FLOOR SHEATHING 19/32'MIN OSB(UN-BLOCKED).1 8d NAILING @ 6'/12' INCREASE TO 19/32'MIN OSB(BLOCKED)w/8d NAILING @ 6"112' WITHIN 3I OF ENDWALLS SHEATHING SUCTION FASTENING FOR ROOF ZONE 1 USE 0131'x2 5'COMMON NAIL(FACE NAILED)AT 12,n o c FOR ROOF ZONE USE 0131'x25'COMMON NAIL(FACE NAILED)AT 12 in o FOR ROOF ZONE 3(CORNER) USE 0 131'.2 5'COMMON NAIL(FACE NAILED)AT 12,n o. FOR ROOF ZONE 30H(CORNER OVERHANG) USE 0131"x2 5'COMMON NAIL(FACE NAILED)AT Bin o c FORWALLZONE4 USE 0131'x25'COMMON NAIL(FACE NAILED)AT 12in o FORWALLZONE5 USE 0131'x25'COMMON NAIL(FACE NAILED)AT 12 in o EDGE DIMENSION,a= 315 ft CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNECTIONS REQUIRED TRUSS TIE DOWN USE(4)10d(0131'x3")NAIL(ENDNAILED)CEILING BAND TO TRUSS AND USE(1)SIMPSON H2.5A EACH TRUSS OR CONNECTION TO WITHSTAND TOTAL UPLIFT FORCE OF 601 IDS 2nd FLOOR STUD TO CEIUNG BAND USE A 15 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 601 lbs 2nd FLOOR STUD TO FLOOR BAND USE A 15 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 520lbs 2nd FLOOR BAND TO 1st CEIUNG BAND USE A 15 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 520 lbs Ist FLOOR STUD TO CEIUNG BAND USE A 15 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 457 lbs 1st FLOOR STUD TO FLOOR BAND USE A 15 x 20 ga STRAP EACH STUD WITH(5)Bd NAIL(S)EACH END OR WITH(13)16 ga STAPLE(S)EACH END OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 371 lbs FLOOR BAND TO SILL PLATE CONNEC71ON USE(5)SIMPSON RSP4(1)PLATES AT EACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 1309 lbs PREPARED BY BARLOW ENGINEERING PC 6512 SIX FORKS RD,SUITE 203.B RALEIGH,NO 27615 Page 2 of 33 12 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION USE(3)0131'x3'NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION ATTACH WITH 8d(0131"x2 5')NAIL(FACE NAILED)AT 6"ON CENTER PLATE TO STUD CONNECTION USE(3)10d(0 131'.3")NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION ATTACH WITH 16d(0131"x3 S)NAIL(FACE NAILED)AT 8"ON CENTER TOP PLATE SPLICES TOP PLATE SPLICES SHALL BE A MINIMUM OF 81t wl(2)ROWS 10d(0131'x 3")NAIL(FACE NAILED)4"o c HORIZONTAL FLOOR DIAPHRAGM CONTINUITY SECOND FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(ALONG MATE LINE) USE A MIN OF(13)1/2'DIA.THRU BOLTS(SPACED A MAX OF 64'o c) OR USE A MIN OF(39)3/8"DIA x 12"LAG TOE SCREWS(SPACED A MAX OF 21"oc) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(AT ENDWALLS) USE A 15 x20 ga STRAP WITH(5)ad NAIL(S)EACH END OR W ITH(12)16 ga STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND A TENSILE FORCE OF 546 lb. FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(ALONG MATE LINE) USE A MIN OF(10)1/2'DIA THRU BOLTS(SPACED A MAX OF 84"o c) ORUSEAMIN OF(28)318'DIA x12'LAG TOE SCREWS(SPACED A MAX OF 30"oa) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(AT ENDWALLS) USE A 15 x20 ga STRAP WITH(5)8d 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 5a51os PREPARED BY BARLOW ENGINEERING P.0 6512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27615 Page 3 of 33 13 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SHEAR CONNECTIONS SECOND FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 2 ROW(S)OF Bd NAILS AT3'0C (AND SHEATHING TO TRUSS BOTTOM CHORD)OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 712 p0 UNIT UPLIFT SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 3'O C OR CONNECTION TO W TTNSTAND A SHEAR FORCE OF 712 PH ALTERNATE FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION USE 10d(0148'x 31 NAIL(TOENAILED)@ 4'ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 21'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 10045 Ibs RIMBAND TO BOTTOM 1 TOP PLATE/RIMBAND CONNECTION USE 10d(0146'x 3')NAIL(TOENAILED)AT 2'ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 10'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 20825 Ibs SECOND FLOOR SIDEWALL UNIT SHEAR SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 1 ROW(S)OF 84 NAILS AT 3"O C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 322 p6 UNIT UPLIFT SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 3"0 C OR CONNECTION TO W RHSTAND A SHEAR FORCE OF 322 pif ALTERNATE FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE RIMBAND TO BOTTOM I TOP PLATE I RIMBAND CONNECTION USE 10d(0148'x 3')NAIL(TOENAILED)@ 11'ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 51'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 9372 lbs FIRST FLOOR ENDWALL UNIT SHEAR SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT Y O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 830 plf UNIT UPLIFT SHEATHING TO FLOOR BAND USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 7 O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 830 Of ALTERNATE FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE RIMBAND TO SILL PLATE CONNECTION USE 10d(0148'x 3')NAIL(TOENAILED)@ 1'ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ T ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 28910 lbs SILL PLATE TO FOUNDATION CONNECTION USE VY ANCHOR BOLTS @ 13'0 C OR USE 50 ANCHOR BOLTS @ 18'O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 28910 lbs(918 PH) 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 5B8 p8 UNIT UPLIFT 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 588 PB ALTERNATE FASTEN SHEATHING TO BAND WITH I"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE RIMBANO TO SILL PLATE CONNECTION USE 10d(0 148'x 3')NAIL(TOENAILED)@ 8'ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 3T ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 81s SILL PLATE TO FOUNDATION CONNECTION USE 12'ANCHOR BOLTS @ 68'O C OR USE 5/8'ANCHOR BOLTS @ 72'O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 lbs(186 p8) PREPARED BY BARLOW ENGINEERING PC. 6512 SIX FORKS RD;SURE 20343 RALEIGH,NC 27615 Page 4 of 33 14 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) DESIGN PARAMETERS MEAN ROOF HEIGHT(MRH)a 3100ft NUMBER OF STORIES= 2 FIRST FLOOR WIDTH(W,)= 315 ft SECOND FLOOR WIDTH(Wz)= 315 ft FIRST FLOOR LENGTH(L,)= 70 It SECOND FLOOR LENGTH(Lz)= 70 ft BUILDING ASPECT RATIO(1-M)= 222 FLOOR JOIST DEPTH= 9 25 In MAX VERTICAL FLOOR OFFSET= Din FLOOR ASPECT RATIO(LNJ)= 222 MAX.FLOOR DIAPHRAGM OPENING WIDTH= 3 ft MAX FLOOR DIAPHRAGM OPENING LENGTH= loft FIRST FLOOR HEIGHT(H,)= 9 It SECOND FLOOR HEIGHT(1-12) 85ft CEILING ASPECT RATIO(LAN)= 222 MIN SHEARWALL SEGMENT(H 135)= 243 It ROOF PITCH= 7 112 PREPARED BY BARLOW ENGINEERING PC. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 5 of 33 15 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS UPLIFT STRENGTH SHEAR STRENGTH (1)SIMPSONH25A U= 535 lbs Fi= 110 lbs (2)SIMPSON H2 5A U= 1070 lbs F2= 220 ID. (2)SIMPSON LS50 U= 1260 lbs Fz= 0lbs 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 l5x20ga STRAP Z= 1265 lbs Z= 1273 483lbs DBL 15 x 20 ga STRAP Z= 2530 lbs Z= 1314 46 fibs TPL 15 x 20 ga STRAP Z= 3795 Ibs Z= 1405 451 lbs (2)1 5 x 16 ga STRAP Z= 4214 lbs Z= 1445 451 lbs (3)1 5 x 16 ga STRAP Z= 6321 lb. Z= 1692 46 4 Ibs HOLDDOWNS.11112"EDGE DISTANCE MINIMUMS"STEM WALL ASSUME 3000 psi Fc CONCRETE SIMPSON HHD011-SDS25 Z= 8505 IDS SIMPSON HHD014SDS25 Z= 10745 Obs SIMPSON STH014RJ Z= 4430 lbs (2)SIMPSON STH014RJ Z= 8860 111. 1/2'DIA THRU BOLT Z= 623111. 1/2'ANCHORBOLT Z= 1056111. 518"ANCHORBOLT Z= 1488111. 318'DLA.LAG SCREW Z= 288 Obs 3/8"DIA x 12'LAG TOE SCREW Z= 208 IDS 8d(0131"x 2 5')NAIL(FACE NAILED) Z= 100 IDS 10d(0131"x 3")NAIL(FACE NAILED) Z= 131 lbs 16d(0131'x3 5')NAIL(FACE NAILED) Z= 131 Ibs 8d(0131"x2.5)NAIL(TOENAILED) Z= 83 Ibs 0 131"x 3'NAIL((OENAILED) Z= 109 I11s 8d(0131'x25')NAIL(ENONAILED) Z= 67 lbs 10d 10131'x 3")NAIL(ENDNAILED) Z= 88 lbs 10d(0148'x 3')NAIL(TOENAILED) Z= 132 IDS 16d(0162'x3 5')NAIL(FACE NAILED) Z= 191 IDS 16d(0 162'x 3 5')NAIL(ENDNAILED) Z= 128 Obs 8d 10131'x2 5')NAIL(FACE NAILED),7/i6"SIDE MEMBER Z= 95 Ibs 0131'x 25"COMMON NAIL(FACE NAILED) Z= 691bs(VIV SIDE WITHDRAWAL) (1)SIMPSON LTP4 PLATE Z= 5751bs SIMPSON RSP4(1)PLATE Z= 285 Obs (2)SIMPSON RSP4(1)PLATES Z= 570 IDS (5)SIMPSON RSP4(1)PLATES Z= 1425 lbs 12'GWS(UN-BLOCKED)w/FASTENERS @ 7'17' Z= 70 pO 7116'089(UN-BLOCKED)wl 8d NAILING @ 6'112" Z= 296 p8 7/16'OSB(BLOCKED)w/8d NAILING @ 6"112' Z= 328 pO 19132'MIN OSB(UN-BLOCKED)wl 8d NAILING @ 6'112' Z= 309 pO 19/32'MIN OSB(BLOCKED)w/8d NAILING @ 012" Z= 347 p0 7/16'OSB(BLOCKED)w/8d NAILING @ 6-112"&4"o c @ PERIMETER Z= 437 pO 19/32'OSB(BLOCKED)wl 8d NAILING @ 6"/12'&4"D c @ PERIMETER Z= 461 p0 lgnr OSB(BLOOMED)WOdNM G@4'/12821f1 @PERPA MDOUSL FW NG Z= 694 plf NOTE SIMPSON CONNECTORS&FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME DF1SP VALUES PREPARED BY BARLOW ENGINEERING P C. 6512 SD(FORKS RD,SURE 203-B RALEIGH,NC 27615 Page 6 of 33 16 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) DESIGN UPLIFT LOADS ROOF&CEILING ASSEMBLY DEAD LOAD= 15 psf WALL DEAD LOAD(WDL)= 12 psf FLOOR DEAD LOAD(FDL)= 10 Psf ROOF SPAN(RS)= 315 ft TRUSS SPACING(TOC)= 16 in STUD SPACING(SOC)= 16 m FIRST FLOOR HEIGHT(H') 9f SECOND FLOOR HEIGHT(H,) 85ft UPLIFT CONNECTION LOAD FROM TRUSS TR7-31-6 451 pH STANDARD TRUSS TO CEILING BAND CONNECTION (4)10d(0131'x3')NAIL(ENDNAILED) Z=4 NAILS x 88 lbs I NAIL Z= 352 lbs USE(4)10d(0131"x3")NAIL(ENDNAILED)CEILING BAND TO TRUSS ADDITIONAL TIE(S)REQUIRED FOR TRUSS TIE DOWN Pw=—P'TOC-352 lbs P.=451 plf•16,n/12-352 Ibs= P.= 249 Ibs AND USE(1)SIMPSON H2 5A EACH TRUSS OR CONNECTION TO WITHSTAND TOTAL UPLIFT FORCE OF 601 lbs REQUIRED SIDEWALL STUD TIE DOWN LOADING 2M FLOOR STUD TO CEILING BAND Pea=W�•SOC= 451•16112= 601 lbs 2nd FLOOR STUD TO FLOOR BAND PMS P,-06•WDL-H2'SOC= P2 =601 lbs-06'12 psf•85 ft•16m 112= 520 lbs 2nd FLOOR BAND TO lst CEILING BAND P— P2 = 520 lbs tst FLOOR STUD TO CEILING BAND P'.=Pq-06'FDL•W2/4•SOC = Pty=520 lb.-0 6'10 psf315 It 14'161n 112= Pt.= 457 lbs 1st FLOORSTUDTO FLOORBAND Pip=Pt,.y-06'WDL•H,'SOC= P,=4571bs-06'12psf•9ft•161n/12= 371 lbs PREPARED BY BARLOW ENGINEERING PC. 6512 SIX FORKS RD,SUITE 203-13 RALEIGH,NO 27615 Page 7 of 33 17 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) CHECK FASTENERS 8d NAIL Z= 1273 lbs 601 lbs 11273 lbs l FASTENER= 472 FASTENERS USE(5)8d NAIL(S)EACH END 16 ga STAPLE Z= 48 3 lbs 601 lbs 1483 lbs l FASTENER= 1244 FASTENERS USE(13)16 ga STAPLE(S)EACH END USE A 15 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 601 lbs SIDEWALL 1st FLOOR BAND TO SILL PLATE CONNECTION SIDEWALL UPLIFT AT SILL PLATE =P,,,,ISOC-06'FDL'W,14= wsp=371 lbs'12116m-0 6'10 psf315 ft l 4= %p= 231 pff PLATE CONNECTION AT ANCHOR BOLT LOCATIONS 112"ANCHOR BOLT SPACING(BOC)= 68 in P.= wpp'BOC=231 pH'68= 1309 lbs USE(5)SIMPSON RSP4(1)PLATES AT EACH ANCHOR BOLT LOCATION TO CONNECT FLOOR BAND TO SILL PLATE OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 1309 lbs CHECK BENDING IN RIMBAND DBL 2x10 SPF#2 RIMBAND DESIGN VALUES SECTION MODULUS(S)= 4278in' ALLOWABLE BENDING(fb)= 875 psi M—= w 'BOCK= 8 Mpg=231 p8'(68112)"2= 11127 in4bs 8 APPLIED fb= M.,•. = 11127in4bs- 260 psi S 42 78 m"3 ALLOWABLE BENDING(fb)= 875 psi > APPLIED fb=260 psi DBL 2x10 SPF#2 RIMBAND IS OK PREPARED BY BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 20343 RALEIGH,NC 27615 Page 8 of 33 18 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) LATERAL LOAD AT ROOF/CEILING DIAPHRAGM ROOF SPAN= 315 It ROOF PITCH= 7 112 WIND PERPENDICULAR TO RIDGE 287 pH WIND PARALLEL TO RIDGE 287 Plf LATERAL LOAD AT FLOOR DIAPHRAGM WIND PERPENDICULAR TO RIDGE' 308 Pff WIND PARALLEL TO RIDGE 308 plf PREPARED BY BARLOW ENGINEERING PC. 6512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 27615 Page 9 of 33 19 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) LATERAL FRAMING CONNECTION LOADS FROM WIND: (FOR ROOF-TO-PLATE,PLATE-TO-PLATE,PLATE-TO-STUD,AND PLATE-TO-FLOOR) PER ASCE 7-05 WIND PRESSURE(w)= 42 psf wFwall'= w•H/2= 191 p0 TRUSS MULTIPLIER= 133 STUD MULTIPLIER= 133 TRUSS TO TOP PLATE CONNECTION- Pc=w_'M.= 191 p0.133= 255 lbs #OF 0131'x3'NAIL(fOENA1LED)REQUIRED= s - 255 lbs = 3 NAILS Z 109 lbs USE(3)0131"x 3"NAIL(TOENAILED)PER TRUSS PLATE TO PLATE CONNECTION SPACING OF 8d(0131'x 2 5")NAIL(FACE NAILED)= Z'12 = 100 Ibs•12= 6 m O C w— 191 p0 (16"max) ATTACH WITH 8d(0.131'x 2.5')NAIL(FACE NAILED)AT 6"ON CENTER PLATE TO STUD CONNECTION Pc=www'M,,= 191 p0.1 33= 254 lbs #OF 10d(0131'x 3")NAIL(ENDNAILED)REQUIRED= Pt = 254 lbs = 3 NAILS Z 88 lbs USE(3)10d(0.131'x 3')NAIL(ENDNAILED)PER STUD BOTTOM PLATE TO FLOOR CONNECTION SPACING OF 16d(0131'x 3 5")NAIL(FACE NAILED)_ Z•?2 = 131 lbs'12= 8 m O C wymp 191 p0 (16"max) ATTACH WITH 16d(0.131"x3 5")NAIL(FACE NAILED)AT 8"ON CENTER TOP PLATE SPLICE LENGTH STRUCTURE WIDTH(W)= 315 It STRUCTURE LENGTH(L)= 70 ft 10d(0131'x3*)NAIL(FACE NAILED) Z= 131 lbs ROOF DIAPHRAGM LOADING(w4per)= 287 p0 FLOOR DIAPHRAGM LOADING(FLI-per)= 308 pif FLOOR DIAPHRAGM LOADING CONTROLS CONTROLLING LOADING 308 p0 DIAPHRAGM CHORD FORCE= T=W-oer•L'= 308 p0.70 ft"2= 5989 lbs 81W 8.315f1 REQUIRED SPLICE LENGTH(wl(2)iOd4'o c)T'4.112'lft= 59891bs'4"112"Ift= 8f 2'Z 2'131 lbs/NAIL TOP PLATE SPLICES SHALL BE A MINIMUM OF 8 ft wl(2)ROWS 1O(0131'x 3")NAIL(FACE NAILED)4"o c PREPARED BY BARLOW ENGINEERING PC. 6512 SIX FORKS RD,SUITE 203.3 RALEIGH,NC 27615 Page 10 of 33 20 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) ROOF DIAPHRAGM SHEATHING REQUIREMENTS ROOF SPAN(RS)= 2375 ft(modfted) ROOF LENGTH(RL)= 70 ft ROOF PITCH= 7112 ROOFANGLE(RA)= 303 .11= 287 plf STANDARD ROOF SHEATHING=7116'OSB(UN-BLOCKED)w/ad NAILING @ 6'112' ROOF SHEATHING SHEAR CAPACITY(v,')= 296 pH STANDARD CEILING SHEATHING= 12"GWB(UN-BLOCKED)w/FASTENERS @7'17' CEILING SHEATHING SHEAR CAPACITY(v,)= 70 pH MAX DIAPHRAGM SHEAR(v)= L',L-/2= 70 ft'287 pIf 12= 423 plf RS 23 75 It NET DIAPHRAGM SHEAR CAPACITY(v„)=v,+v.= 296 pIf+70 pIf= 366 pIf DIAPHRAGM SHEAR CAPACITY STANDARD ROOFICEILING DIAPHRAGM REQUIRED=423 pH CAPACITY=366 plf STANDARD ROOFICEILING DIAPHRAGM NO GOOD AT ENDWALLS,SEE BELOW FOR ROOF MODIFICATION LENGTH OF ROOF SHEATHING TO BE MODIFIED(x)=(RL/2)'(1-v /v) x=(70 ft/2)'(1-366 pIf/423 pIf) x= 5 It ROOF SHEATHING CAPACITY REQUIRED AT ENDWALLS V- 423 pff-70 pH= 353 plf INCREASE TO 7116'OSB(BLOCKED)w/8d NAILING @ 6'/12"&4"o c @ PERIMETER WITHIN 5 It OF ENDWALLS FLOOR DIAPHRAGM SHEATHING REQUIREMENTS BUILDING WIDTH(W) 2375 It(modfted) BUILDING LENGTH(L) 53 ft(madded) 1`4_ 308 pIf STANDARD FLOOR SHEATHING= 19132'MIN OSB(UN-BLOCKED)w/8d NAILING @ 6'112' FLOOR DIAPHRAGM SHEAR CAPACITY(v,)= 309 pff MAX FLOOR DIAPHRAGM SHEAR(v)= L'FU._12= 53 ft'308 pIf/2= 344 pIf W 23 75 ft DIAPHRAGM SHEAR CAPACITY > STANDARD ROOFICEILING DIAPHRAGM REQUIRED=344 pIf CAPACITY=309 plf STANDARD FLOOR DIAPHRAGM NO GOOD AT ENDWALLS,SEE BELOW FOR FLOOR MODIFICATION LENGTH OF FLOOR SHEATHING TO BE MODIFIED(z)=(L/2)'(1-vf/v) x=(53 It 12)'(1.309 pN 1344 pIf) x= 3 f INCREASE TO 19/32"MIN OSB(BLOCKED)w/8d NAILING @ 6"112' WITHIN 3 ft OF ENDWALLS PREPARED BY BARLOW ENGINEERING PC 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 11 of 33 21 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SHEATHING SUCTION CONNECTION PER ASCE 7-05 C-C PRESSURES,pp.55-58 TRUSS SPACING(TOC)= 16 In O C STUD SPACING(SOC)= 16 in O C 0 131"x2 S COMMON NAIL(FACE NAILED) 69 lbs(7116'SIDE MEMBER,WITHDRAWAL) a= 315 it FOR ROOF ZONE 1(FIELD) p= 3647 psf TRUSS LOADING=3647 psfx 16"o a.112"lft= 49 pH 49 plf = 08 FASTENERS I ft= 15 lnOC 69 lbs 1 FASTENER MAX ALLOWABLE SPACING 12 m O C USE 0.131"x 2.5"COMMON NAIL(FACE NAILEDI AT 121n om, FOR ROOF ZONE 2(EDGE) P= 42 65 psf TRUSS LOADING=42 65 psf x 16"o m 112"l It= 57 plf 57 p0 = 09 FASTENERS I ft= 13 in OC 69 lbs I FASTENER MAX ALLOWABLE SPACING 12 in O C USE 0.131"x 2.5"COMMON NAIL(FACE NAILEDI AT 12 In o.e. FOR ROOF ZONE 3(CORNER) P= 4265 psf TRUSS LOADING=42 65 psf x 16"o a 112"1 I 57 plf 57 p1f = 09 FASTENERS I ft= 13 in0C 69 lbs I FASTENER MAX ALLOWABLE SPACING 12 In O C USE 0131"x 2 5"COMMON NAIL(FACE NAILED)AT 12 in o m PREPARED BY BARLOW ENGINEERING P C. 6512 SIX FORKS RD,SURE 203-B RALEIGH,NC 27615 Page 12 of 33 22 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FOR ROOF ZONE 30H(CORNER OVERHANG) P= 67 37 psf TRUSS LOADING=6737 psf x 16"oc 112"1 It 90 pH 90 pif = 14 FASTENERS I It= 8 in O C 69 lbs I FASTENER MAX ALLOWABLE SPACING 12 In O C USE 0 131'x 2 5"COMMON NAIL(FACE NAILED)AT 8 In o a FOR WALL ZONE 4(FIELD) P= 39 56 psf STUD LOADING=39 56 psf x 16"o a 112"1 I 53 pif 53 pff = 08 FASTENERS/ft= 15 in OC 69 lbs/FASTENER MAX ALLOWABLE SPACING 12 in O C USE 0,131".2.5"COMMON NAIL(FACE NAILED)AT 12 to ac. FOR WALL ZONE 5(EDGE) P= 48 83 pd STUD LOADING=4883 psfx 16"oc/12"1ft= 65 p8 65 pH = 1 0 FASTENERS/ft= 12.n O C 69 lbs/FASTENER MAX ALLOWABLE SPACING 12 in O C USE 0131".2 5"COMMON NAIL(FACE NAILED)AT 12 in ac PREPARED BY BARLOW ENGINEERING.P C 6512 SIX FORKS RD,SUITE 203-13 RALEIGH,NC 27615 Page 13 of 33 23 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SECOND FLOOR ENDWALL#1 SHEATHING LENGTH REQUIREMENTS BEDROOM 112 END FIRST FLOOR LENGTH(W,)= 315 It SECOND FLOOR LENGTH OM2)= 315 ft FIRST FLOOR LENGTH(L,)= 70 ft SECOND FLOOR LENGTH(1-2)= 70 ft SHEARWALL TYPE 7116-OSB EXTERIOR(BLOCKED)w/112•GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 3 in O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 730 p7 MIN SHEARWALL SEGMENT LENGTH= 24 ft FULL HEIGHT SHEATHING PROVIDED(XL,)= 171 ft 2nd FL PERCENT FULL HEIGHT SHEATHING= 64% 2nd FL MAX UNRESTRAINED OPENING HEIGHT= 4 5 ft SHEAR ADJUSTMENT FACTOR(C.) 0826(TABLE 23053.72.IBC) 2nd FL NUMBER OF SHEARWALLS(N_)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(Pe )=L2•wy„l N_-ADDITIONAL= R_==70 ft•287 p612-0 Ibs= 10045 lbs MIN LENGTH SEGMENTED SHEARWALLS(L,.A.)=P—IV= 100451bs/730 p8= 1376ft PERFORATED FULL HEIGHTSHEATHING LENGTH REQUIRED(ENDWALL)=Ls /C.=1376 ft 10826= 166 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=16 66 ft PROVIDED=17.1 It 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) V,=(3•F...-141*L= 314.308 plf•70 ft= 8085 lbs 2 2 #112"DIA THRU BOLT= V - 8085 lbs= 13 BOLTS Z,n— 623 Ibs SPACING= L2/#=70ft/13BOLTS 64 in #3/88 DIA x 12"LAG TOE SCREW= V' = 8085 lbs= 39 SCREWS Z.— 208 lbs SPACING= L21#=70 ft 139 SCREWS 21 in USE A MIN OF(13)112"DIA THRU BOLTS(SPACED A MAX.OF fid"o.a) ORUSEAMIN OF(39)318"DIA.x12"LAG TOE SCREWS(SPACED AMAX OF21"oc) TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND.(AT ENDWALLS) (CHORD FORCE CONTINUITYI T= F.,,,..•W,2= 308 plf•31 5 ft A 2= 546 lbs 8•L2 8.70ft CHECKFASTENERS ad NAIL Z= 1273 Ibs 546 lbs/127 3lbs/FASTENER= 4 29 FASTENERS USE(5)8d NAIL(S)EACH END 16 ga STAPLE Z= 48 3 lbs 546 Itis 148 a lbs/FASTENER= 11 3 FASTENERS USE(12)16 ga STAPLE(S)EACH END USE A 1.5 x 20 ga STRAP WITH(5)8d NAIL(S)EACH END OR WITH(12)16 ga STAPLE(S)EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND ATENSILE FORCE OF 546 lbs SECOND FLOOR ENDWALL#1' UPLIFT DUE TO OVERTURNING ' FULL HEIGHT SHEATHING PROVIDED(Yli)= 171 ft SHEARWALL ADJUSTMENT FACTOR(Co)= 0826 SHEARWALL REACTION(R.-)= 10045 lbs WALL HEIGHT(H) 85ft UPLIFT FORCE(U.)= R..,x H - cL,xCo U5=10045lbsx85ft = 6045 lbs 171 ftxO 826 PREPARED BY BARLOW ENGINEERING P C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 14 of 33 24 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.05) SECOND FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS SITTING AREA/BATH#2 END FIRST FLOOR WIDTH(W,)= 315 It SECOND FLOOR WIDTH(W0= 315 It FIRST FLOOR LENGTH(l.,)= 70 ft SECOND FLOOR LENGTH(Li)= 70 ft SHEARWALL TYPE 7116'OSB EXTERIOR(BLOCKED)wl 1/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 4 in O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 590 PB MIN SHEARWALL SEGMENT LENGTH= 24ft FULL HEIGHT SHEATHING PROVIDED(S4)= 251 ft 2nd FL PERCENT FULL HEIGHT SHEATHING= 80% 2nd FL MAX UNRESTRAINED OPENING HEIGHT= 4 5 ft SHEAR ADJUSTMENT FACTOR(C,)= 0 895(TABLE 2305 3 7 2,IBC) 2nd FL NUMBER OF SHEARWALLS(Nm)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(R,,,z)=Lz'w,,,I Nana+ADDITIONAL= R1=2=70 R'287 PB 12-0 lbs= 10045 Ibs MIN LENGTH SEGMENTED SHEARWALLS(L,,,)=R, 1V= 10045 bs 1590 lbs= 1703ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)-Lz )Co=1703 ft 10895= 1903 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=19 03 ft PROVIDED=25 1 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO SECOND FLOOR ENDWALL#2. UPLIFT DUE TO OVERTURNING FULL HEIGHT SHEATHING PROVIDED(Ra)= 251 It SHEARWALL ADJUSTMENT FACTOR(CO)= 0895 SHEARWALL REACTION(R,—)= 10045 lbs WALL HEIGHT(H) 85ft UPLIFT FORCE(U.) R,.,,,xH — SLIxCa U.=10045 lbs x 6 5 R 3801 lbs 251 ftx0895 PREPARED BY BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 15 of 33 25 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SECOND FLOOR ENDWALL- SHEAR CONNECTIONS SECOND FLOOR WIDTH(W2)= 315 ft SECOND FLOOR LENGTH(L2)= 70 ft Fl-i_= 308 ptf 10 ANCHOR BOLT Z= 1056 lbs 5/8°ANCHOR BOLT Z= 1488 8u 10d(0 148"x3")NAIL(TOENAILED) Z= 132 lbs 16d(0 162 x 3 5°)NAIL(FACE NAILED) Z= 191 lbs (1)SIMPSON LTP4 PLATE Z= 575 lbs MAXIMUM SECOND FLOOR ENDWALL SHEAR LOAD= 10045 lbs TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION #TOENAILS PER FOOT= VIZIW= 100451bs/132ms/315ft= 24 NAILS/ft TOENAIL SPACING= 121#= 12124= 4"0C (16'MAX) #LTP4 PLATES PER FOOT= VIZ/W= 10045 lbs 1575 lbs 1315 R 06 PLATES/ft LTP4 PLATE SPACING= 12/#= 12/06= 21'OC (72-MAX) USE 10d(0148"x 3")NAIL(fOENAILED)@ 4"ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 21°ON CENTER OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 10045lbs RIMBAND TO BOTTOM/TOP PLATE I RIMBAND CONNECTION V=MAX ENDWALL SHEAR+L2 xFl- ",/2= V= 10045 lbs♦70 ft x 308 Plf 12 20825 Ibs #TOENAILS PER FOOT= VIZIW=208251bs I13281s/315fl= 50 NAILS Ift TOENAIL SPACING= 12/#= 12/5= 2°OC (16'MAX) #LTP4 PLATES PER FOOT= V/Z/W=20825 lbs 1575 lbs 1315 ft= 11 PLATES/It LTP4 PLATE SPACING= 12/#= 12111= 10°O C (72 MAX) USE 10d(0.148"x 3")NAIL(TOENAILED)AT 2"ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 10"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 20825 lbs PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 16 of 33 26 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) CHECK SHEATHING TO RIMBAND CONNECTION: UNIT SHEAR CHECK' SHEAR FORCE(V)= R„ - TL,XCa SECOND FLOOR ENDWALL#1 V= 10045 lbS = 712 pff 171 ft'0 826 SECOND FLOOR ENDWALL#2 V= 10045 lbs = 448 plf 251 ft'0 895 MAXIMUM SECOND FLOOR ENDWALL UNIT SHEAR= 712 pK CHECK SHEATHING CAPACITY 7116'OSB SHEATHING 3168 pN (165lbrn X 16 X 12) 7/16"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK#Sd NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131'x2 5')NAIL(FACE NAILED),7/16'SIDE MEMBER 2= 95 lbs #OF 8d NAILS PER FOOT= V - 712 plf Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 7 5 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/4= 12/75= 160'OC #OFROWS 2ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 2'SPACING 2.1 6 o a 3'O C USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 3"O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 712 plf PREPARED BY BARLOW ENGINEERING P.0 6512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27615 Page 17 of 33 27 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) UNITUPLIFTCHECK(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION Bid(0131'x 2 S)NAIL(FACE NAILED),7116'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V - 712 plf Z 95 lbs I NAIL #OF 8d NAILS PER FOOT= 7 5 NAILS PER FOOT OVERALL 8d NAIL SPACING= 1214= 12175= 160'OC #OFROWS 2ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 2'SPACING 2'16 o c 3'O C USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 3"O.0 OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 712 plf ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE) V= 712 plf 200 p.MINIMUM CONSTRUCTION ADHESIVE Z= 200 psi(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND WIDTH OF GLUE STRIP REQUIRED= V = 712 plf = 1" Z 200 psi'12"/ft FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PREPARED BY BARLOW ENGINEERING.P.C. 6512 SIX FORKS RD,SUITE 203.8 RALEIGH,NC 27615 Page 18 of 33 28 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FIRST FLOOR ENDWALL 411 SHEATHING LENGTH REQUIREMENTS GARAGEEND FIRST FLOOR WIDTH(W,)= 315 ft SECOND FLOOR WIDTH(WA= 315 It FIRST FLOOR LENGTH&)= 70 It SECOND FLOOR LENGTH(L2)= 70 It SHEARWALL TWE 7/16"OSB EXTERIOR(BLOCKED)wf 10GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 3 in O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH CV)= 730 pB MIN SHEARWALL SEGMENT LENGTH= 2611 SUM OF FULL HEIGHT SHEATHING PROVIDED(S Li)= 315 It 1st FL.PERCENT FULL HEIGHT SHEATHING= 100 1st FL.MAX UNRESTRAINED OPENING HEIGHT= Oft SHEAR ADJUSTMENT FACTOR(C.) 1(TABLE 2305372,IBC) 1st FL NUMBER OF SHEARWALLS(Nm)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(R)=L,'FLS,/N-+R—+ADDITIONAL= R,,,a,=70 It'308 pN12+10045lbs+0lbs= 20825lbs MIN LENGTH SEGMENTED SHEARWALLS(Li)=Ra /V- 20a25 lbs 1730 plf= 28 53 It PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)-Ls 1Co=2853 ft 11 28.53 ft PERFORATED FULL HEIGHT SHEATHING C PERFORATED FULL HEIGHT SHEATHING REQUIRED=28 53 ft PROVIDED=315 ft ENDWALLSHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY. MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V,=(3'F,_.141'L= 3/4'308 p1f'491t= 5660 lbs 2 2 #1/2'DIA THRU BOLT= V = 5660 lbs= 10 BOLTS Z.— 623 lbs SPACING= L,1#=70ft/10 BOLTS 84,n #3/8"DIA x12"LAG TOE SCREW= V, = 5660 lbs= 28 SCREWS Z3re— 208 lbs SPACING= L,/#=70ft/28 SCREWS 30 to USE A MIN OF(10)1/2"DIA THRU BOLTS(SPACED A MAX OF 84"o a) ORUSEAMIN OF(28)318"DIA.x 12"LAG TOE SCREWS(SPACED A MAX OF30"oc) TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND(ATENDWALLS) (CHORD FORCE CONTINUITI') T=3l4•Fyi,,_W,2= 3/4'308 pR'315ft"2= 585 lbs 8-L' 8'49 ft CHECK FASTENERS Bd NAIL Z= 1273 lbs 585 lbs 1127 3lbs/FASTENER= 4 6 FASTENERS USE(5)8d NAIL(S)EACH END 169a STAPLE Z= 483 lbs 585 lbs 148 3 lbs 1 FASTENER= 1211 FASTENERS USE(13)16 ga STAPLE(S)EACH END USE A 15 x 20 ga STRAP WITH(5)8d 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 ATENSILE FORCE OF 585 lbs FIRST FLOOR ENDWALL#1' UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S Li)= 315 It SHEARWALL ADJUSTMENT FACTOR(Co)= 1 SHEARWALL REACTION(P—)= 20825lbs WALLHEIGHT(H)= 9I UPUFT FORCE(UE,)= R—,xH - T_L,xCo - Us,=20825 lbs x 9 ft - 5950 lbs 315x1 PREPARED BY BARLOW ENGINEERING PC 6512 SIX FORKS RD,SUITE 203.6 RALEIGH,NC 27615 Page 19 of 33 29 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FIRST FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#11 BATH#1 END FIRST FLOOR WIDTH(W')= 315 It SECOND FLOOR WIDTH(W2)= 31 5It FIRST FLOOR LENGTH(W= 70 I1 SECOND FLOOR LENGTH(Lz)= 70 It SHEARWALL TYPE 7116°OSB EXTERIOR(BLOCKED)wl 1/Y GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 2 h 0 C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH CV)= 924 ptr MIN SHEARWALL SEGMENT LENGTH= 26ft SUM OF FULL HEIGHT SHEATHING PROVIDED(S L,)= 251 It 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 OFSHEARWALLS(N„)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(P—)-L,•FL_I N, +R._+ADDITIONAL= R„at=70 ft'308 ptt 12+10045 lbs+0lbs= 20825lbs MIN LENGTH SEGMENTED SHEARWALLS(L,,,.)=R,,,j IV= 20825 lbs 1924 pff= 2254 ft SEGMENTED FULL HEIGHT SHEATHING LENGTH REQUIRED(ENDWALL)=L_I CO=22.54 ft 11= 2254ft SEGMENTED FULL HEIGHT SHEATHING C SEGMENTED FULL HEIGHT SHEATHING REQUIRED-22.54 ft PROVIDED-251 ft ENDWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED UNO FIRST FLOOR ENDWALL#2: UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(Y L,)= 251 It SHEARWALL ADJUSTMENT FACTOR(Co)= 1 SHEARWALL REACTION(R,-)= 20825lbs WALL HEIGHT(H) 9I UPLIFT FORCE(UE0 R„ .H - IL,xCo UEi=20825 lbs x 9 ft = 7468 lbs 251 x 1 PREPARED BY BARLOW ENGINEERING P C. 6512 SIX FORKS RD,SUITE 20343 RALEIGH,NC 27615 Page 20 of 33 30 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(WI)= 315 ft FIRST FLOOR LENGTH(L,)= 70 ft I FL,,,= 308 p8 1/T ANCHOR BOLT Z= 1056 lbs 5/8'ANCHOR BOLT Z= 1488 lbs 10d(0148'x3)NAIL(TOENAILED) Z= 132 lbs (1)SIMPSON LTP4 PLATE Z= 575 lbs MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD= 20825 lbs RIMBAND TO SILL PLATE CONNECTION V= MAX ENDWALL SHEAR+L,x(3/4'F",)/2= V= 208251bs+70 ft x(3/4'308 p11)12 28910 lbs #TOENAILS PER FOOT= VIZ/W=28910lbs/1321bs1315ft= 70 NAILS Ift TOENAIL SPACING= 121#= 12/7= 1"OC (16-MAX) #LTP4 PLATES PER FOOT= V/Z/W=28910 lbs 1575 lbs 1315 It 16 PLATES I It LTP4 PLATE SPACING= 12/#= 12/16= 7'OC (72'MAX) USE 10d(0148"x 3")NAIL(TOENAILED)@ 1"ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 7"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 28910 lbs SILL PLATE TO FOUNDATION CONNECTION' #112"ANCHOR BOLTS= V/Z=289101b01056lbs= 28 BOLTS BOLT SPACING=(W-2)1(N-1)= (315ft-2)/(28-1)= 13. USE 1/2"ANCHOR BOLTS @ 13"0 C ANCHOR BOLTS TO BE A MIN.OF 4'AND A MAX OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 28910 lbs(918 plf) #5/8'ANCHOR BOLTS= V/Z=28910 Ibs/14881bs= 20 BOLTS BOLT SPACING= (W-2)/(N-1)= (315ft-2)1(20-1)= 18. USE 518"ANCHOR BOLTS @ 18"O C ANCHOR BOLTS TO BEA MIN.OF 4'AND AMAX OF V-0'FROM CORNERS OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 28910 lbs(918 pIQ PREPARED BY BARLOW ENGINEERING PC. 6512 SIX FORKS RD,SUITE 20343 RALEIGH,NC 27615 Page 21 of 33 31 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) CHECK SHEATHING TO RIMBAND CONNECTION- UNIT SHEAR CHECK SHEAR FORCE(V)= p—, - SLiXCo FIRST FLOOR ENDWALL#1 V= 20825 lbs = 662 p0 315f1'1 FIRST FLOOR ENDWALL#2 V= 20825lbs = a30 plf 251.1 MAXIMUM FIRST FLOOR ENDWALL UNIT SHEAR= 830 p1f CHECK SHEATHING CAPACITY 7/16°OSB SHEATHING 3168 plf (165 lbfin X 16 X 12) 7/16"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION ad(0131'x2 5')NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V = 830 plf Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 8 74 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/4= 12/874= 137'OC #OF ROWS 2 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 2'SPACING 2'137 o c 2"O C USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT2"O.C. OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 830 plf PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203-13 RALEIGH,NC 27615 Page 22 of 33 32 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) UNITUPLIFTCHECK(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d 1111318 x2 5")NAIL(FACE NAILED),7116'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V - 830 plf Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 8 74 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 121874= 137"OC #OFROWS 2 ROW(S) Ild NAIL SPACING WITHIN EACH ROW= 2"SPACING 2"137oQ 2"OC USE SHEATHING CONNECTION WITH 2 ROW(S)OF 6d NAILS AT2"O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 830 pif ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE) V= 830 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 = 830 pH = 1. 2 200 psi"12"/It FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 23 of 33 33 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SECOND FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS BED ROOM#41 SITTING AREA SIDE FIRST FLOOR WIDTH(W')= 315 ft SECOND FLOOR WIDTH(W�)= 315 ft FIRST FLOOR LENGTH&)= 70 ft SECOND FLOOR LENGTH(Lz)= 70 ft SHEARWALL TYPE 7116'OSB EXTERIOR(BLOCKED).11/2'GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 m O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf MIN SHEARWALL SEGMENT LENGTH= 24ft SUM OF FULL HEIGHT SHEATHING PROVIDED(,Li)= 23 8 ft 2nd FL PERCENT FULL HEIGHT SHEATHING= 50% 2nd FL MAX UNRESTRAINED OPENING HEIGHT= 6 83 ft SHEAR ADJUSTMENT FACTOR(C.)= 0 59(TABLE 2305 3 72,IBC) 2nd FL NUMBER OF SHEARWALLS(Nay.)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(Reyes)=W�'wi...,.I Nm..-ADDITIONAL= Ryes=315 ft'287 pH 12+0lbs= 4521 lbs MIN LENGTH SEGMENTED SHEARWALLS(L..,)=R..IV= 4521 lbs 1436 p8= 1037 It PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)=Ls I Co=10 37 f110 59= 17.58 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=17 58 ft PROVIDED=23 8 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO SECOND FLOOR SIDEWALL#1' UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S Li)= 238 ft SHEARWALL ADJUSTMENT FACTOR(Co)= 059 SHEARWALL REACTION(R...+)= 4521 lbs WALL HEIGHT(H)= 85ft UPLIFT FORCE(Ua)= R, jxH IL'xCo UES=4521 lbsx 85ft = 2737 lbs 238 ft 059 PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203A RALEIGH,NC 27615 Page 24 of 33 34 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SECOND FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#3/BATH#3 SIDE FIRST FLOOR WIDTH(Wj= 315 ft SECOND FLOOR WIDTH(WO= 315 ft FIRST FLOOR LENGTH(L')= 70 ft SECOND FLOOR LENGTH(L2)= 70 ft SHEARWALL TYPE 7/16.OSB EXTERIOR(BLOCKED)w/1/Y GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 6 m O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH CV)= 436 p1f MIN SHEARWALL SEGMENT LENGTH= 2411 SUM OF FULL HEIGHT SHEATHING PROVIDED(-1 4)= 3075 ft 2nd FL PERCENT FULL HEIGHT SHEATHING= 73 2nd FL MAX UNRESTRAINED OPENING HEIGHT= 85ft SHEAR ADJUSTMENT FACTOR(Ce)= 0 656(FABLE 2305 3 7 2,IBC) 2nd FL NUMBER OF SHEARWALLS(N..)= 2 ADDITIONAL WALL LOAD= 0lbs SHEARWALL REACTION(R-2)=W2` Nada+ADDITIONAL= P, =315 ft 287 p0/2+0lbs= 4521 Ibs MIN LENGTH SEGMENTED SHEARWALLS(L_)=R, /V= 4521 lbs 1436 pH= 1037 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)=L_IC.=1037 ft 10656= 1591 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=15 81 It PROVIDED=30 75 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO SECOND FLOOR SIDEWALL#2. UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S 4)= 3075 It SHEARWALL ADJUSTMENT FACTOR(Co)= 0656 SHEARWALL REACTION(P mt)= 4521 lbs WALL HEIGHT(H)= 8 5 ft UPLIFT FORCE(UEt)= F. x - SL,xCo UEi=4521 lbs x 8 5 It - 1906 lbs 3075f x0656 PREPARED BY BARLOW ENGINEERING PC 6512 SIX FORKS RD,SURE 203-B RALEIGH,NC 27615 Page 25 of 33 35 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) SECOND FLOOR SIDEWALL. SHEAR CONNECTIONS SECOND FLOOR WIDTH(Wi)= 315 It SECOND FLOOR LENGTH(Lz)= 70 ft FL,_= 308 pW 1/2'ANCHORBOLT Z= 1056 lb. 5I8'ANCHOR BOLT Z= 1488 lbs 10d(0148"x3")NAIL(TOENAILED) Z= 132 lbs 16d(0162"x 3 5")NAIL(FACE NAILED) Z= 191 lbs (1)SIMPSON LTP4 PLATE Z= 575 lbs MAXIMUM SECOND FLOOR SIDEWALL SHEAR LOAD= 4521 p1f RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION V= MAX SIDEWALL SHEAR+Ws x FLy_/2= V=4521lbs+315ft x 308 pW/2 9372 pW #TOENAILS PER FOOT= VIZ/L=93721bs/1321bs/70ft= 10 NAILS Ift TOENAIL SPACING= 121#= 12/1= 11'O C (16"MAX) #LTP4 PLATES PER FOOT= V/ZIW=93721bs/575Ibs/70ft= 02 PLATES/ft LTP4 PLATE SPACING= 12/#= 12/02= 51"OC (72-MAX) USE 10d(0.148"x 3")NAIL(TOENAILED)@ 11"ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 51"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 9372 lbs PREPARED BY BARLOW ENGINEERING PC. 6512 SIXFORKS RD,SUITE 203$RALEIGH,NC 27615 Page 26 of 33 36 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) CHECK SHEATHING TO RIMBAND CONNECTION- UNIT SHEAR CHECK SHEAR FORCE(V)= R:m !LXCo SECOND FLOOR SIDEWALL#1 V= 4521 lbs = 322 p6 238 ft'059 SECOND FLOOR SIDEWALL#2 V= 4521 lb. = 225 pff 30 75 It'0 656 MAXIMUM SECOND FLOOR SIDEWALL UNIT SHEAR= 322 plf CHECK SHEATHING CAPACITY 7116'OSB SHEATHING 3168 plf (165 lbin X 16 X 12) 7/16"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131'x 2 5")NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V - 322 pH Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 3 39 NAILS PER FOOT OVERALL ad NAIL SPACING= 12/#= 12/339= 353'0C #OFROWS i ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1*SPACING 1*353 o c 3"0C USE SHEATHING CONNECTION WITH I ROW(S)OF 8d NAILS AT 3"O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 322 plf PREPARED BY BARLOW ENGINEERING P C. 6512 SIX FORKS RD,SUITE 203-8 RALEIGH,NC 27615 Page 27 of 33 37 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7.05) UNIT UPLIFT CHECK(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131"x 2 5")NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V — 322 plf Z 95lbs/NAIL #OF 8d NAILS PER FOOT= 3 39 NAILS PER FOOT OVERALL 8d NAIL SPACING= 121#= 12/339= 35310C #OFROWS 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1-SPACING 1"3 53 o c 3'O C USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS ATT'O.0 OR CONNECTION TO WITHSTAND ASHEAR FORCE OF 322 PH ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE) V= 322 pH 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 = 322 plf = 1. Z 200 psi"12"/ft FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PREPARED BY BARLOW ENGINEERING P.0 6512 SIX FORKS RD,SURE 203-B RALEIGH,NC 27615 Page 28 of 33 38 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FIRST FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS DINING/LIVING ROOM I BEDROOM#1 SIDE FIRST FLOOR WIDTH(W,)= 315 ft SECOND FLOOR WIDTH(W2)= 315 ft FIRST FLOOR LENGTH(L,)= 70 ft SECOND FLOOR LENGTH(L2)= 70 ft SHEARWALL TYPE 7/16"OSB EXTERIOR(BLOCKED)w/112°GWB INTERIOR SHEATHING EDGE 8d NAIL SPACING= 4 In O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 590 p8 MIN SHEARWALL SEGMENT LENGTH= 2 6 ft FULL HEIGHT SHEATHING PROVIDED= 20 7 ft 1st FL PERCENT FULL HEIGHT SHEATHING= 100% 1st FL MAX UNRESTRAINED OPENING HEIGHT= 0 ft SHEAR ADJUSTMENT FACTOR(C.)= 1(TABLE 2305372,IBC) 1st FL NUMBER OF SHEARWALLS(N:ma)= 2 ADDITIONAL WALL LOAD= 0lbs SHEARWALL REACTION(Rs,aa,)=W,'FL,_/N„ +Rsm,2+ADDITIONAL = R_=315 ft'308 p0/2+4521 lbs+0lbs= 9372 lbs MIN LENGTH SEGMENTED SHEARWALLS(Lsw)=Rs,de,I V= 9372 ft 1590 p8= 15 88 ft SEGMENTED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)=Lsw I Co= 15 88 ft 11= 15 89 ft SEGMENTED FULL HEIGHT SHEATHING SEGMENTEDFULL HEIGHT SHEATHING REQUIRED=15.89 ft PROVIDED=20 7 ft SIDEWALL SHEARWALLS OK ALL EXTERIOR SHEATHING TO BE BLOCKED LINO FIRST FLOOR SIDEWALL#1• UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(Y L,)= 20 7 ft SHEARWALL ADJUSTMENT FACTOR(Cp)= 1 SHEARWALL REACTION(R.)= 9372 lbs WALLHEIGHT(H)= 9f UPLIFT FORCE(UE,)= R„e x SL,%Co UE,=9372 lbs x 9 ft = 4075 lbs 207x1 PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 29 of 33 39 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FIRST FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS FOYER/KITCHEN SIDE FIRST FLOOR WIDTH(W')= 315 ft SECOND FLOOR WIDTH(W2)= 315 ft FIRST FLOOR LENGTH(L,)= 70 ft SECOND FLOOR LENGTH(Lz)= 70 ft SHEARWALLTYPE 7116-DEB EXTERIOR(BLOCKED)w/1/2'GWB INTERIOR SHEATHING EDGE Sd NAIL SPACING= 4 in O C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 590 p8 MIN SHEARWALL SEGMENT LENGTH= 26ft FULL HEIGHT SHEATHING PROVIDED= 24 6 ft 1st FL PERCENT FULL HEIGHT SHEATHING= 59% 1st FL MAX UNRESTRAINED OPENING HEIGHT= 7ft SHEAR ADJUSTMENT FACTOR(Co)= 0 649(TABLE 2305 3 7 2,IBC) 1st FL NUMBER OF SHEARWALLS(N„a,)= 2 ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(R,,.,)=Wt'FL,_/N, +Ryes+ADDITIONAL = R,=31 5 ft-308 p1f/2+4521 lbs+0lbs= 9372 lbs MIN LENGTH SEGMENTED SHEARWALLS(L,,,)=R-1/V= 9372 lbs/590 p8= 15 88 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED(SIDEWALL)=I-—I Co= 15 88 It 10649= 2448ft PERFORATED FULL HEIGHT SHEATHING C PERFORATED FULL HEIGHT SHEATHING REQUIRED=24 48 ft PROVIDED=24 6 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(S Li)= 24 6 ft SHEARWALL ADJUSTMENT FACTOR(C.)= 0649 SHEARWALL REACTION(R,wl)= 9372 lbs WALL HEIGHT(H)= 9 It UPLIFT FORCE(Usl)= R, - _LixGp UES=9372 lbs x 9I = 5284 lbs 246x0649 PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SURE 20343 RALEIGH,NC 27615 Page 30 of 33 40 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) FIRST FLOOR SIDEWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH(W')= 315 ft FIRST FLOOR LENGTH(L,)= 70 ft FL,_= 308 pif 1/2'ANCHORBOLT Z= 1056 lbs 518"ANCHOR BOLT Z= 1488 lbs 10d(0 148"x 3")NAIL(TOENAILED) Z= 132 lbs (1)SIMPSON LTP4 PLATE Z= 575 lbs MAXIMUM FIRST FLOOR SIDEWALL SHEAR LOAD= 9372 lbs RIMBAND TO SILL PLATE CONNECTION V= MAX SIDEWALL SHEAR+W,x(3/4'FLi_)/2= V=9372lbs+315 It x(3/4'308 plf)/2 13010 lbs #TOENAILS PER FOOT= VIZIL,=13010 Ibs/132 lbs 170 ft= 14 NAILS/ft TOENAIL SPACING= 12/#= 12114= 8"OC (16-MAX) #LTP4 PLATES PER FOOT= VIZ/W= 13010 Ibs/575lbs 170 ft= 0 3 PLATES/It LTP4 PLATE SPACING= 12/#= 1210 3= 37"0 C (72"MAX) USE 10d(0148"x 3")NAIL(TOENAILED)@ 8"ON CENTER OR USE(1)SIMPSON LTP4 PLATE @ 37"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 lb. SILL PLATE TO FOUNDATION CONNECTION #112"ANCHOR BOLTS= VIZ= 130101b./10561b— 13 BOLTS BOLT SPACING=(L-2)/(N-1)= (7O ft-2)/(13-1)= 68 in USE 112"ANCHOR BOLTS @ 68"O C ANCHOR BOLTS TO BEA MIN OF 4"ANDA MAX OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 lbs(186 PM #5/8"ANCHOR BOLTS= VIZ= 130101bs/14881bs= 9 BOLTS BOLT SPACING= (L-2)/(N-1)= (70 ft-2)/(9-1)= 72 in USE 518"ANCHOR BOLTS @ 72"O C ANCHOR BOLTS TO BE A MIN OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 lbs(186 plf) PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 203-13 RALEIGH,NC 27615 Page 31 of 33 41 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) CHECK SHEATHING TO RIMBAND CONNECTION: UNITSHEAR CHECK SHEAR FORCE(V) R.a - :L,XCc FIRST FLOOR SIDEWALL#1 V= 9372 lbs = 453 pH 207 R'1 FIRST FLOOR SIDEWALL#2 V= 9372 lbs = 588 pK 24 6'0 649 MAXIMUM FIRST FLOOR SIDEWALL UNIT SHEAR= 588 plf CHECK SHEATHING CAPACITY 7/16"OSB SHEATHING 3168 pR (1651bfinX 16X 12) 7/16"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131"x 2 5")NAIL(FACE NAILED),7116"SIDE MEMBER Z= 95 Ibs #OF ad NAILS PER FOOT= V - 588 p0 Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 6 19 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 12/619= 193"OC #OFROWS 2ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 2`SPACING 2"193 c c 3"O C USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 3"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 588 plf PREPARED BY BARLOW ENGINEERING P.0 6512 SIX FORKS RD,SUITE 203-B RALEIGH,NC 27615 Page 32 of 33 42 SHEARWALL DESIGN PROFESSIONAL BUILDING SYSTEMS (per ASCE 7-05) UNITUPLIFTCHECK(EQUAL TO UNIT SHEAR) CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131'X 2 5')NAIL(FACE NAILED),7/16'SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V - 588 plf Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 6 19 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 121619= 193'OC #OFROWS 2ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 2'SPACING 2'1 93 o c 3'O C USE SHEATHING CONNECTION WITH 2 ROW(S)OF 8d NAILS AT 3"O C OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 588 plf ALTERNATE SHEATHING CONNECTION FOR UNIT UPLIFT(GLUE) V= 588 plf 200 ps MINIMUM CONSTRUCTION ADHESIVE Z= 200 psi(FACE) WIDTH OF GLUE REQUIRED FOR SHEATHING CONNECTION ALONG FLOOR BAND WIDTH OF GLUE STRIP REQUIRED= V = 588 p8 = 1. Z 200 psi'12"/ft FASTEN SHEATHING TO BAND WITH 1"WIDE STRIP OF 200 psi MINIMUM CONSTRUCTION ADHESIVE PREPARED BY BARLOW ENGINEERING P C 6512 SIX FORKS RD,SUITE 20343 RALEIGH,NC 27615 Page 33 of 33 43 SHEARWALL HOLDOWN DESIGN SHEARWALL UPLIFT FROM EACH FLOORS 2nd FLOOR SIDEWALL#1 2737 lbs DEAD LOAD UNIT WEIGHT(PSFI AD 2nd FLOOR SIDEWALL#2 1906 lbs TRUSS DE15 2nd FLOOR ENDWALL#1 6045 lbs FLOOR DEAD 10 2nd FLOOR ENDWALL 92 3801 lbs WALL DEAD 12 1st FLOOR SIDEWALL#1 4075 lbs 1st FLOOR SIDEWALL 42 5284 Ibs STORY HEIGHT HEIGHT(ft) 1st FLOOR ENDWALL#1 5950 Ibs 1ST FLOOR 9 1 st FLOOR ENDWALL#2 7468 lbs 2nd FLOOR 85 MODULAR WIDTH 91 fill 15.7 MODULAR WIDTH#2(ill 157 COMPRESSION COMPRESSION TENSION CAPACITY(Ibs)(Cd CAPACITY(Ibs) (Cd= CAPACITY Obs) COMPRESSION CAPACITY(Ibs)(Cd=1 6) 1 6) SPF#2 VALUE 1 0) (Cd=1 15) 2X4(8 FT) 2603 2660 2745 5670 2X4 9 FT 2115 2153 2203 5670 2X4(10 FT) 1744 1771 1802 5670 2X6 8 FT 7494 8058 9141 7722 2X6(9 FT) 6629 7005 7668 7722 2X6(10 FT) 5792 6041 6453 7722 SIMPSON STRAP CAPACITY FASTENERS SIMPSON GS16 COILED STRAP 1705 22 lld&NALS 16d COMMON NAILS 191 Ibs SIMPSON CS14 COILED STRAP 2490 30 10d NAILS 1/4"LAG SCREWS 225 Ibs SIMPSON CMSTCI6 COILED STRAP 4585 58 16d SINKER NAILS 318'LAG SCREWS 295 Ibs SIMPSON CMST14 COILED STRAP 6490 66 16d NAILS 112"LAG SCREWS 555 Ibs SIMPSON CMST12 COILED STRAP 9215 84 116d NAILS 5/8"LAG SCREWS 789 lbs CAPACITY OBTAINED FROM SIMPSON STRONG-TIE 2015-16 WOOD CONSTRUCTION CONNECTIONS CATALOG ••ALL WITH Cd=1 6 FACTOR HOLDOWN CAPACITY Ibs SIMPSON PA51 2025 SIMPSON HD5BW/(2)STUDS 3785 SIMPSON STHD14RJ 4210 SIMPSON HDU8SDS2 5 W1(2)STUDS 4870 SIMPSON HD7B W/(3)STUDS 6245 SIMPSON HD9B W/(4)STUDS 8430 SIMPSON HD12 W/(4)STUDS W/1-1/8'ANCHOR BOLT 12690 SIMPSON HD19 W/(4)STUDS W/1-1/4'ANCHOR BOLT 16210 "'CAPACITY OBTAINED FROM SIMPSON STRONG-TIE 2015-16 WOOD CONSTRUCTION CONNECTIONS CATALOG NET UPLIFT CALCULATIONS(UPLFIT-DEAD LOAD) 2nd FLOOR SIDEWALL#1 1st FLOOR SIDEWALL#1 SHEARWALL LENGTH 47 3 ft SHEARWALL LENGTH 3 37 ft DEAD LOAD 3118 2525 lbs DEAD LOAD 410 71875 lbs NET UPLIFT .981 Ibs NET UPLIFT 3664 Ibs STUDS REQUIRED 1 2X6 STUDS STUDS REQUIRED 1 2X6 STUDS NO PHYSICAL HOLDOWN IS REQUIRED 2nd FLOOR SIDEWALL#2 1st FLOOR SIDEWALL#2 SHEARWALL LENGTH 42 ft SHEARWALL LENGTH 42 it DEAD LOAD 2768 85 Ibs DEAD LOAD 5118 75 Ibs NET UPLIFT -863 lbs NET UPLIFT 165 lbs STUDS REQUIRED 1 2X6 STUDS STUDS REQUIRED 1 2X6 STUDS NO PHYSICAL HOLDOWN IS REQUIRED 2nd FLOOR ENDWALL#1 1st FLOOR ENDWALL#1 SHEARWALL LENGTH 267ft SHEARWALL LENGTH 315ft DEAD LOAD 1838 295 lbs DEAD LOAD 3189 375'Ibs NETUPLIFT 4207 lbs NET UPLIFT 27611bs STUDS REQUIRED 1 2X6 STUDS STUDS REQUIRED 1 2X6 STUDS 2nd FLOOR ENDWALL#2 1st FLOOR ENDWALL#2 SHEARWALL LENGTH 315 ft SHEARWALL LENGTH 307ft DEAD LOAD 963 9 lbs DEAD LOAD 193 41 Ibs NET UPLIFT 2837 lbs NETUPLIFT 7275 Ibs STUDS REQUIRED 1 2X6 STUDS STUDS REQUIRED 1 2X6 STUDS SHEARWALL CORNER CONNECTION SHEARWALL CORNER CONNFCTION 'SHF✓xdYF.ti.L SSVOS FASIEN til@OWotiC51FESNtARWA.L SIWS FA$i r313t fooppw'Tb SNS G4CtlY, SIt1L1L.%�;x8'. 1.5 x DIAMETER EDGE DISTANCE 1.5 x DIAMETER EDGE DISTANCE x DIAMETER PAIN.PENETRATION x DIAMETER MIN,PENETRATION INTO OPPOSITE STUD GROUP INTO OPPOSITE STUD GROUP 0 SHEARWALL HOLDOWN CONNECTION SHEARWALL HOLDOWN CONNECTION 5EE`EANDCALCL;AY"'FVK*c--WNAL,L SEEI'AYDr;AXVC A)04F;ajBHEA1s'NA.0 ..OAN AND H;DLai.mp kAST04w.SYc1:4:.3 f4.1)0"AN')STeUVG'2C1UP FASIV yY,t Va$ STRAP TO STUDS IN LOWER LEVEL UPPER STORY HOLDOWN 0D CORNER DETAILS IST STORY HOLDOWN CORNER DETAILS 44 SECOND FLOOR SHEAR WALL HOLDOWN CONNECTION#1 NET UPLIFT= 4207 lbs STUDS REQUIRED= 2 2X6 STUDS SIMPSON STRAP= SIMPSON GMSTC16 COILED STRAP STRAP REQUIRED= 1 STRAP TOTAL TENSION CAPACITY= 4585 lbs OK. FASTENERS REQUIRED PER STRAP= 54 16d SINKER NAILS ROWS OF FASTENERS= 1 ROWS 16d NAIL SPACING= 4'OC ' USE(1)SIMPSON CMSTC16 COILED STRAP WI(54)16d SINKER NAILS TOTAL @ EACH STRAP STUDS ATTACHED TOGETHER WI 1 ROWS OF 16d COMMON,NAILS @ 4"ON CENTER OR CONNECTION TO WITHSTAND 4207 lbs TENSION FIRST FLOOR SHEAR WALL HOLDOWN CONNECTION#1 NET UPLIFT= 4207 lbs _ STUDS REQUIRED= 2 2X6 STUDS ROWS OF FASTENERS= 1 ROWS 16d NAIL SPACING= 4"O C HOLDOWN TO BE DESGINED BY OTHERS SHEARWALL EDGE STUDS ATTACHED TOGETHER W/1 ROWS OF 16d COMMON NAILS @ 4"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 4207 lbs FIRST FLOOR SHEAR WALL HOLDOWN CONNECTION#2 NET UPLIFT= 7275 lbs STUDS REQUIRED= 4 2X6 STUDS ROWS OF FASTENERS= 2 ROWS 16d NAIL SPACING= 5"O C HOLDOWN TO BE DESGINED BY OTHERS SHEARWALL EDGE STUDS ATTACHED TOGETHER Wl2 ROWS OF 16d COMMON NAILS @ 5"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 7275 lbs FIRST FLOOR SHEAR WALL HOLDOWN CONNECTION#3 NET UPLIFT= 10112 lbs STUDS REQUIRED= 4 2X6 STUDS ROWS OF FASTENERS= 2 ROWS 16d NAIL SPACING= 3"O C HOLDOWN TO BE DESGINED BY OTHERS SHEARWALL EDGE STUDS ATTACHED TOGETHER Wl2 ROWS OF 16d COMMON NAILS @ 3"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 101121bs FIRST FLOOR SHEAR WALL HOLDOWN CONNECTION#4 NET UPLIFT= 165 lbs STUDS REQUIRED= 1 2X6 STUDS ROWS OF FASTENERS= 1 ROWS 16d NAIL SPACING= 16"O C. HOLDOWN TO BE DESGINED BY OTHERS SHEARWALL EDGE STUDS ATTACHED TOGETHER Wl1 ROWS OF 16d COMMON NAILS @ 16"ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 166 lbs FIRST FLOOR SHEARWALL CORNER CONNECTION#1 NET UPLIFT= 3664 lbs ROWS OF FASTENERS= _ 2 ROWS 16d NAIL SPACING= 10"0 C LAG SCREWS= 112"LAG SCREWS NO OF SCREWS REQUIRED= 7 SCREWS USE(7)112"LAG SCREWS"TO FASTEN INTO THE OPPOSITE WALL STUD GROUP AT CORNER STUDS ATTACHED TOGETHER W/2 ROWS OF 16d COMMON NAILS @ 10"ON CENTER OR CONNECTION TO WITHSTAND 3665 lbs TENSION 45 f J PROFESSIONAL BUILDING SYSTEMS SECTION 3 HAND CALCULATIONS 4f NIEW 5E .y o W- 105/12/161 160235 46 I OFFSET SHEARWALL CALCULATIONS Barlow Project Number, 160235 Client Project Number: 0136NEC2016 Project Location: NY Project Description: High Wind Calculations MODIFIED SHEAR FORCE @ 2ND FLOOR SIDE WALL SHEAR FORCE ALONG ROOF AT OFFSET SHEARWALL= 4521 Ibs OFFSET SHEARWALL @ SECOND FLOOR WALL OFFSET SHEARWALL@ BEDROOM#2 WALL HEIGHT= 8 5 ft SHEARWALL TYPE 7116'OSB EXTERIOR(BLOCKED)w1112'GWB INTERIOR SHEATHING EDGE 8d COMMON NAIL SPACING= 6 in 0 C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 436 plf SHEARWALL LENGTH= 17 ft FULL HEIGHT SHEATHING PROVIDED= 14 ft MAX UNRESTRAINED OPENING HEIGHT= 3 ft 1st FL PERCENT FULL HEIGHT SHEATHING= 82% SHEAR ADJUSTMENT FACTOR(Co)= 0 990(TABLE 2305 3 7 2,IBC) ADDITIONAL WALL LOAD= 0 Ibs SHEARWALL REACTION(Rsidel)=W7'FLI-pam I Nside+Rside2= Rsidel= 4521 Ibs MIN LENGTH SEGMENTED SHEARWALLS(Lm)= Rsidel IV= 4521 Ibs 1436 plf= 10 37 It LSWICO= 1037ft/099= 1047474747ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=10 48 ft PROVIDED=14 ft OFFSET SHEARWALLS OK 7116"OSB EXTERIOR(BLOCKED)w/1/2"GWB INTERIOR WITH 8d COMMON NAILS SPACED AT 6"EDGE ALL EXTERIOR SHEATHING TO BE BLOCKED UNO 47 OFFSET SHEARWALL SHEAR CONNECTION SHEARWALL LENGTH(L1)= 17 It 1/2'ANCHOR BOLT Z= 1056 lbs 518'ANCHOR BOLT Z= 1488 Ibs 10d(0148"x 3')NAIL(TOENAILED) 2= 132 Ibs (1)SIMPSON LTP4 PLATE Z= 575 Ibs MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD= 4521 lbs TRUSS BOTTOM CHORD TO TOP PLATE CONNECTION' #TOENAILS PER FOOT=V/Z/W= 4521 lbs 1132 lbs 117 ft= 2014705882 NAILS/ft TOENAILSPACING=121#= 12/2015 5'OC (16'MAX) #LTP4 PLATES PER FOOT=V/Z/W= 4521 lbs/575 lbs 117 ft= 0 462506394 PLATES/It LTP4 PLATE SPACING= 12/#= 12/0463 25'OC (72'MAX) USE 10d(0 148 X 3"1 TOENAILED @ V ON CENTER OR USE SIMPSON LTP4 PLATES @ 25'ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 4521 lbs CHECK SHEATHING TO TOP/BOTTOM PLATE CONNECTION: UNIT SHEAR CHECK OFFSET SHEARWALL V=4521 lbs - 3261904762 plf 1411'0 99 UNIT SHEAR= 327 plf CHECK SHEATHING CAPACITY 7116"OSB SHEATHING 3168 plf (165lbin X 16 X 12) 7116"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131"x 2 5')NAIL(FACE NAILED),7/16"SIDE MEMBER Z= 95 Ibs #OF 8d NAILS PER FOOT= V = 327 pif Z 95 lbs/NAIL #OF 8d NAILS PER FOOT= 3 442105263 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#= 12/3443= 349'OC #OFROWS 1 ROW(S) 8d NAIL SPACING WITHIN EACH ROW= 1'SPACING 1'349oc 3'OC USE SHEATHING CONNECTION WITH 1 ROW(S)OF 8d NAILS AT 3"O.C. OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 327 pif OFFSET SHEARWALL• UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED IS LI)= 14 ft SHEARWALL ADJUSTMENT FACTOR(CO)= 099 SHEARWALL REACTION(Rendi)= 4521 lbs WALLHEIGHT(H)= 85ft UPLIFT FORCE(UEi)=Rsidel x H SUxCO LEI= 4521 Ibs x 8.5 ft 2773 Ibs 14 111 0 99= SECOND FLOOR OFFSET SHEAR WALL HOLDOWN CONNECTION DEAD LOAD= 520 2 lbs NET UPLIFT= 2253 lbs STUDS REQUIRED= 12X6 STUDS SIMPSON STRAP=SIMPSON CS14 COILED STRAP STRAP REQUIRED= 1 STRAP TOTAL TENSION CAPACITY= 2490 lbs O.K FASTENERS REQUIRED PER STRAP= 28 10d NAILS USE(1)SIMPSON CS14 COILED STRAP W/(28)10d NAILS TOTAL @ EACH STRAP OR CONNECTION TO WITHSTAND 2253 lb.TENSION 48 MODIFIED SHEAR FORCE @ IST FLOOR SIDE WALL SHEAR FORCE ALONG ROOF AT OFFSET SHEARWALL= 9372 lbs OFFSET SHEARWALL @ FIRST FLOOR OFFSET SHEARWALL @ GARAGE WALL HEIGHT= 85ft SHEARWALLTYPE 7116"OSB EXTERIOR(BLOCKED)wl 7116"OSB INTERIOR SHEATHING EDGE 8d COMMON NAIL SPACING= 3 In 0 C(8d NAILS OR EQUIVALENT) SHEARWALL STRENGTH(V)= 1260 plf SHEARWALL LENGTH= 775 ft FULL HEIGHT SHEATHING PROVIDED= 775 It MAX UNRESTRAINED OPENING HEIGHT= 0 ft 1st FL PERCENT FULL HEIGHT SHEATHING= 100 k SHEAR ADJUSTMENT FACTOR(Co) 1000(TABLE 2305372.IBC) ADDITIONAL WALL LOAD= 0 lbs SHEARWALL REACTION(Rssdel)=W1"FLI-para I Nside+Rside2+ADDITIONAL = Rsidel= (SEE HAND CALCULATION) 9372 lbs MIN LENGTH SEGMENTED SHEARWALLS(Lsw)= Rsidel IV= 9372 lbs 11260 plf= 7 438095238 ft LSW I CO= 7 44 ft/1= 7 438095238 ft PERFORATED FULL HEIGHT SHEATHING PERFORATED FULL HEIGHT SHEATHING REQUIRED=7 44 ft PROVIDED=7 75 ft OFFSET SHEARWALLS OK 7116"OSB EXTERIOR(BLOCKED)w17116-OSB INTERIOR WITH 8d COMMON NAILS SPACED AT 3"EDGE ALL EXTERIOR SHEATHING TO BE BLOCKED UNO OFFSET SHEARWALL SHEAR CONNECTION OFFSET SHEARWALL SHEAR CONNECTIONS SHEARWALL LENGTH(1-7)= 17 ft 112"ANCHOR BOLT Z= 1056 Ibs 5/8"ANCHOR BOLT Z= 1488 Ibs 10d(0 148"x 3")NAIL(TOENAILED)Z= 132 Ibs (1)SIMPSON LTP4 PLATE Z= 575 Ibs MAXIMUM FIRST FLOOR ENDWALL SHEAR LOAD= 9372 lbs CEILING BAND/FLOOR BAND TO TOP PLATE CONNECTION #TOENAILS PER FOO'V I Z/W= 9372 lbs 1132 lbs 117 ft= 4176470588 NAILS/ft TOENAILSPACING= 121#= 1214177 2"OC (16-MAX) #LTP4 PLATES PER FIV/Z 1 W= 9372 lbs 1575 lbs 117 ft= 0 958772379 PLATES/ft LTP4 PLATE SPACING 121#= 12/0959 12'OC (72-MAX) USE 10d(0 148 X 3")TOENAILED @ 2"ON CENTER OR USE SIMPSON LTP4 PLATES @ 12"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 9372 lbs FLOOR BAND TO SILL PLATE CONNECTION V=SEE SHEAR CALCS V= 13011 lbs #TOENAILS PER FOO'V I Z I W= 13011 lbs 1132 Ibs/17 ft= 5798128342 NAILS/It TOENAILSPACING= 121#= 1215799 2"OC (18-MAX) #LTP4 PLATES PER FI V I Z I W= 13011 lbs 15751bs 117 ft= 1 331048593 PLATES/It LTP4 PLATE SPACING 121#= 1211 33104859335038 9"O C (72"MAX) USE 10d(0 148 X 3")TOENAILED @ 2"ON CENTER USE SIMPSON LTP4 PLATES @ 9"ON CENTER OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 lbs SILL PLATE TO FOUNDATION CONNECTION #12"ANCHOR BOLTS=V/2= 13011 lbs 11056 lbs= 13 BOLTS BOLT SPACING= (W-2)1(N-1)= (17 ft-2)1(13-1)= 15m USE 112"ANCHOR BOLTS @ 15"O.0(AT SHEARWALL LOCATION) ANCHOR BOLTS TO BE A MIN.OF 4"AND A MAX.OF V-0"FROM CORNERS OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 13011 lb. 49 CHECK SHEATHING TO TOP/BOTTOM PLATE CONNECTION: I UNIT SHEAR CHECK _ OFFSET SHEARWALL V= 9372 lbs - 1209 290323 pB 775ft'1 MAXIMUM FIRST FLOOR ENDWALL UNIT SHEAR= 1210 p8 CHECK SHEATHING CAPACITY 7116"OSB SHEATHING 3168 plf (165'lbin X 16 X 12) 7/76"OSB SHEATHING MEET THE SHEAR CAPACITY REQUIREMENT CHECK#8d NAILS REQUIRED FOR SHEATHING CONNECTION 8d(0131"x 2 5")NAIL(FACE NAILED),7116"SIDE MEMBER Z= 95 lbs #OF 8d NAILS PER FOOT= V = 1210 pIf 2 951b0NAIL #OF 8d NAILS PER FOOT= 12 73684211 NAILS PER FOOT OVERALL 8d NAIL SPACING= 12/#=12112737= 095"OC #OFROWS 3 ROW(S) 8d NAIL SPACING WITHIN EACH ROW=3'SPACING 3'095 o 2'OC USE SHEATHING CONNECTION WITH 3 ROW(S)OF 811 NAILS AT 2"O.0 OR CONNECTION TO WITHSTAND A SHEAR FORCE OF 1210 plf OFFSET SHEARWALL. UPLIFT DUE TO OVERTURNING SUM OF FULL HEIGHT SHEATHING PROVIDED(S Li)= 7 75 It ' SHEARWALL ADJUSTMENT FACTOR(CO)= 1000 SHEARWALL REACTION(Rendl)= 9372 lbs WALL HEIGHT(H)= 8 5 ft UPLIFT FORCE(UEI)= Rsidel x H SLix CO UE1=9372 lbs x 8 5I = 10279 lbs 775 ft/1= FIRST FLOOR OFFSET SHEAR WALL HOLDOWN CONNECTION DEAD LOAD= 244 44 lbs NET UPLIFT= M87 lbs STUDS REQUIRED= 4 2X6 STUDS ROWS OF FASTENERS= 3 ROWS 16d NAIL SPACING= 4"O C MIN(4)STUDS,HOLDDOWN TO BE DESINGED BY OTHERS SHEARWALL EDGE STUDS ATTACHED TOGETHER Wl3 ROWS OF 16d COMMON NAILS @ 4-ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 12288 lbs 50 HAND CALCULATIONS Barlow Project Number•• 160235 Client Project Number. 0136nec2016 Model Number. PBS-67366 Project Location: NY Project Description: High Wind Calculations BUMPOUT CONNECTIONS BUMPOUT WIDTH 3 5 ft BUMPOUT LENGTH 4 75 It BUMPOUT HEIGHT 85 ft C&C PRESSURE 36 78 psf TOTAL WIND SHEAR 1095 lbs 3/8'DIA.LAG SCREW(Cd=1 6)= 295 lbs 318'DIA.LAG SCREW(Cd=1 15)= 212 lbs 318'DIA LAG SCREW(Cd=1 0)= 184 Ibs 318'DIA LAG SCREW(Cd=1 0)WITHDRAW= 301 Ibs(1 5 MIN PENETRATION) ROOF LOAD ON CEILING BAND= 498.75 Ibs(EACH END) FLOOR LOAD ON CEILING BAND= 415 625 lbs(EACH END) WALL DEADL LOAD= 599 25 lbs(EACH END) TOTAL GRAVITY LOAD AT ONE CORNER= 1514 Ibs SIMSON DTT2Z HOLDOWN 1800 Ibs TOTAL SCREWS REQUIRED AT STUDS 8 SCREWS REQUIRED SPACING= 12"ON CENTER FASTENED BUMPOUT WALL TO MAIN HOUSE USING (8)318"LAG SCREWS OR @ 12"O.C.ALONG THE TWO STORY WALL TOTAL SCREWS REQUIRED AT CEILING AND FLOOR BAND 4 SCREWS FASTENED BUMPOUT WALL CEILING AND FLOOR BAND TO MAIN HOUSE USING (4)318"LAG SCREWS ALONG THE TWO BUMPOUT BAND TENSION INDUCED BY OVERTURNING MOMENT AT THE CORNER 179 Ibs TENSION USE(1)SIMSON DTT22 HOLDOWN AT BUMPOUT SIDE CEILING BAND AND FLOOR BAND PROVIDE A TRUSS/A FLOOR JOISTS ALIGNED WITH THE BAND FOR THE HOLDOWN INSTALLATION BOTTOM CHORD CONNECTION ENDWALL LENGTH= 23 7 ft LATERAL LOAD AT BUILDING A OFFSET= 5166 Ibs 112"DIA.LAG SCREW= 560 lbs REQUIRED SCREWS AT BOTTOM CHORD= 10 LAG SCREWS(5166 Ibs 1560 Ibs/SCREWS) REQUIRED SPACING= 31"O C.(12/((5166 Ibs/23 7 ft)'/560 lbs) USE(10)112"DIA.LAG SCREWS OR AT A SPACING 31"O.0 ALONG BOTTOM CHORD OR CONNECTION TO RESIST 5166 lbs 51 J STATE OF : NEW YORK PROFESSIONAL } N CODES 72 EAST MARKET STREET Q a 72 E. MARKET ST BUILDINGLd 2010 RESIDENTIAL CODE OF NEW PORK STATE P MIDDLEEBURG, PA. 17842 m 2008 NATIONAL ELECTRICAL CODE B e PHONE (570) 837-1424 B Q N ENERGY CONSERVATION CONSTRUCTION CODE OF NYS — 2010 EDITION �7 -SYSTEMS, INC. FAX: (570) 837-6133 0 0 0 PLANT#1/PLANT#2co TWO STORY MODEL DRAWING INDEX SITE ADDRESS: 0 0 120 LATHAM LANE o o PAGE DESCRIPTION ORIENT POINT, NY 11957- z z 1 COVER SHEET ON 673 66 0 q , SITE ELEVATION: z w 7 ELEVATIONS 13 FT ABOVE SEA LEVEL0- 21-24o cn < cR 31 FIRST STORY FLOOR PLAN 'S Q M =2 1 PSF FOR EVERY 100' ABOVE 1,000 FT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE P E EAS _ = N 32 SECOND STORY FLOOR PLAN 20 SNOW LOAD PER MAP PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE E C C C.N.Y S , 2010 Csf ��� �' z LL LLJ CD 33 FIRST STORY BRACED WALL PLAN 20 ADJUSTED SNOW LOAD EDITION COMPLIANCE IS DETERMINED BY THE USE OF RESCHECK COMPUTER E L Z co SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO THE GENERAL PROVISIONS a.� o N o n 3 4 SECOND STORY BRACED WALL PLAN �� '{ r OF CHAPTER 5, SECTIONS 502, 503, 504, 505 INDIVIDUAL (DISCRETE) MODEL z N m � 34 BRACED WALL_ PLAN (CONT) d !1' m 3 o PLANS DERIVED FROM THE SYSTEM AND SUBMITTED TO THE LOCAL CODE tt1 4.1 FIRST STORY ELECTRICAL ENFORCEMENT OFFICIAL IN THE CONNECTION WITH BUILDING PERMIT APPLICATION W 42 SECOND STORY ELECTRICAL BUILDING INFORMATION: SHALL BE ACCOMPLISHED BY A RESCHECK REPORT 5 FOUNDATION CONSTRUCTION TYPE: VB 6 1-E 2 CROSS SECTION(s) M:2 USE GROUP. SINGLE FAMILY DWELLING ! ��O Kl�h N m 7 RAFTER(s) LABEL LOCATIONS O mo v o -�� DATA PLATE PER DWELLING AS NDICATED ON PLANS §-72 n 81-8.2 CONNECTIONTHIRD PARTY EACH MODULE AS INDICATED ON PLANS 05/12/16 cn 9 DOOR AND WINDOW SCHEDULES DESIGN CRITERIA: STATE LABELS EACH UNIT AS INDICATED ON PLANS U 3 RESCHECK WIND SPEED (MPH): 120 N WIND SPEED M C THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC PFS STAMP RAFTER / BEAM CALCS AND SHALL NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION W x WIND-BORNE DEBRIS` Y o o a SNOW LOAD` 20 PSF PBSI WILL BE CONSIDERED AS SUB-CONTRACTOR IN SEISMIC CATEGORY C A N ALL BUcn a PROJECTS,- SUPPLYING A BUILDING COMPONENT TO A -GENERAL CONTRACTOR W FLOOR LOAD (SLEEPING AREAS) 30 PSF OR BUILDER ALL NOTES WITH REFERENCE TO "IN-FIELD", 'ON-SITE" OR FLOOR LOAD ALL OTHER AREAS 40 PSF BY BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL ® � FLOOR DEAD LOAD 10 PSF CONTRACTOR RAFTER LIVE LOAD 20 PSF THE DRAWNGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL o RAFTER DEAD LOAD 10 PSF REFERENCE ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH I N CEILING LIVE LOAD- 20 PSF REFERENCE DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM CEILING DEAD LOAD 10 PSF ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FRCM THESE DRAWINGS WITHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER - BUILDINGS IN HIGH WIND AREAS THAT ARE SUSCEPTIBLE TO WIND BORNE DEBRIS SHALL 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME. IN STATE STAMP COMPLY WITH SECTION R301 21 ON-SITE BY COMPLIANCE WITH THE INTERNATIONAL BUILDING CQDE - 6iz BUILDER REQUIREMENTS ADDITIONAL SITE WORK MAY BE ,` E o a FLOOR INSULATION - CRAWL SPACE < ' > a b FOUNDATION !',,ALL INSULATION - BASEMENT , U' W Q c PERIMETER INSULATION - SLABS d INSULATION - PIPING EXPOSED TO UNCONDITIONAL SPACES THE ABOVE MUST BE ACCOMPLISHED WITHIN STATE _ CODE REQUIREMENTS 2 BUILDER RESPONSIBLE TO =1LE THE REQUIRED CERTIFICATION FORMS WITH THE LOCAL ELECTRIC UTILITY ,PRIOR ;T.4-•OBTNNNG,' �-a a o PERMANENT ELECTRIC SERVICE < 3 PBSI TO USE INTERNATIONAL ENERGY CCMPLIANCE'(�-6DF SEE o SUBMISSION SET FOR EXAMPLE EACH INDIVIDUAL MODEL TO REQUIRE A RESCHECK TO MEET THE I R C REQUIREMENTS la 'o *ALL MECHANICAL HEATING SYSTEMS TO BE Q oo THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF DONE ON-SITE BY OTHERS o N�� FMH PLANS APPROVED BY DOS, MANUFACTURER' S APPROVAL NO M013-2015-001. *FLOOR PLAN MAY BE FLIPPED AND OR MIRRORED GREGO 4/12/2016 6 27:21 AM EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY Li c� uj o w 0 me f a N b nM 'J At m G w• Q C� Jog o LL o rn � R� J z v NO Zrl- 05/12/16 0 o _ z • z O o I- o n — Z W z S O < Q 0 u Lo LTJ p CO Q w o CO O o_ O p N w o F Z c m U S O 12 7� V 12 12 12 a E 17,1 7 7 Y W fLoa�o CEILING CEILING N 1= W > U w a I co � W o FLOOR FLOOR >' O o CEILING _D M CEILING N r7 I� © — 0 �C` S m �T-1 Lill III I JQ J -0 — -1 r !I �\DV -- FF-91 I — I I --- n > a II, 00- w Q oc, 24 FLOOR -- - - - -- - -- - -- - - - - - �bbS FLOOR ---- ------ ---- ------------- ------- --------------- ------- ------------- fAl ---- ---- ------------- r� 7 D — ----- ------------- , r-J ----- --JrJ J / \ L V" C rJ / \ L, n r J \\ L, o / \ PORCH OVERHANG SUPPLIED BY k,9ANUFACTURER PORCH o SLAB, POSTS AND RAILINGS FOR PORCH TO BE SUPPLIED AND H INSTALLED ON-SITE BY OTHER Q 0) o THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY DOS, MANUFACTURER' S APPROVAL NO M013-201 -001 ACTUAL HOUSE MA`' VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS o Ll EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY GREGO 4/12/2016 6 27.21 AM ATTIC VENTILATION w LCWER 50% Oa EAVES a REQ D 302 SUPPLIED 5 4 d UPPER 50% 3'-0' NIN ABOVE EAVES REO'D 3 62 SUPPLIED 4 32 (6 PCS w o c) Ct m w c= a N J � � Oo F� F N A �� < z J Q0 n z Z) O' w 05/12/16 0 g Z O O zU o W z LL_ M c Q N L I- _ I-_ _1_.1 _-��- - _ _L l- 1 �_ __--L_J_-- .-L- 1 __l- L J c�c EL O (fl IL Z > zN o z ,- c m v 3 O 12 / 7 U'a ti o a m�o 7'-O CEILING CEILING o� G v - � � ® ® ® N F- W > cD � U W a 7FIF0 o � F=-- a LLJ (� 'C � FLOOR ------' FLOOR 0- ---------- ---------- --- ----- -------------- - ON-SITE DECK ON-SITE DECK ---------- ---------- -------------- ------------- O O CEILING CEILING N TF F.. 00 00 Q n w Q FLOOR -- - - - I - - - - ----- - - r��r ��-�� FLOOR I 1=� dfl� I '110 1] FIT FLIE ---------- --------- ON-SITE DECK ON-SITE DECK - I H -- ---- --------- ---------- ---------- ----------- ----------- ---------- I I II II H III II S I I m II ��LH b��H�H II z II I II II lolol II II III ?: LNi a- mo c III $ $� � I I ti'r � II < civ I III II II III II II i II � II L_ LTJ L_D ILJ II II I II uic0 p I— \SON Q m 0O\ THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF' 0 FMH PLANS APPROVED BY DOS, MANUFACTURER' S APPROVAL NO M013-2015-001 i ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERSGREGO 4/12/2016 6 27 2i AM o N EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY w c� a a- c _ � o ,3 a o Q m 0 V Y o N - 0 z O co z F_ o Qo - 05/12/16 U z z o o zv w LL o n s a- w 12 Q - L =- ---� w w co r w co o � o m `� o r Z m � c a � (�� CO O�m•c3 movo��o 0 CEILING CEILING o� I�� z ®� W o Q CD w U LULL a cn LiJ w —'-u � __j FLOOR12 FLOOR 2_ —ON-SITE DECK—— 3 -,- 0 CEILING CEILING N I z o < F v� CL f w Q I LCOR FLOOR --------- ------ ------ ON-SITE DECK _ _ —_ ON-SITE DECK --------- , rJ ----- m • �� r_j JJ \\ L-1 z N o m Q � � o J J \ L F / \ 1 J J \ L PORCH OVERHANG SUPPLIED BY MANUFACTURER PORCH o cO SLAB, POSTS AND RAIL-NGS FOR PORCH TO BE SUPPLIED 4ND ��oN INSTALLED ON-STE BY OTHER Qo THIS FACTORY-MANUFACTURED HOVE (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF (n ��C� FMH PLANS APPROVED BY DOS, MANUFACTURER' S APPROVAL NO M013-2015-001 ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERSio EXPIRATION DATE 1/24/2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY GRECO 4/12/2016 6 27 21 AM i • w w c O Lu ". t- a a Q w am Q o o o . "'� Y • Q "��� w.L� � o oma, J y z r- 05/12/16 0 0 ' o _ � o z O O O O - z w L o U S � z w C W z O O o y o N o S ~ Z m U 3 O J � m o c o CEILING CEILING U) �Nvff z N O ® W w U Fw a 1= a z �El LLJ 5 „ FLOOR 12 FLOOR ON-SITE DECK -- O � O CEILING CEILING IN I I cn a D L,- Z > F7 oe H vi > 0- FLOOR FLOOR FLOOR ON-SITE DECK - _ -ON-SITE DECK ------------ - L m 1 N \\L L D l\'\L 1 L L A SLAB, POSTS AND RAILINGS FOR PORCH TO BE SUPPLIED AND w o 0 INSTALLED ON-SITE BY OTHER Q N THIS FACTORY—MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF11 FMH PLANS APPROVED BY DO S, MANUFACTJRER' S APPROVAL NO M013-2015-001 ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS � in DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY GREGO 4/12/201u 6 27 2i AM L a a_ c xxIx vx----------- xW------------x--- ------------------x-----------� -----------v----------- 17'-0" 1 11'-0" I cr_ N 4'-6" 12'-6" 1'-5" 4'-1" 4'-1° 1'-5" i U a Z , ON-SITE DECK cy ON-SITE OUTDOOR SHOWER BY OTHERS \\ �� \\/`o I I 32'-6" 40'-il" 49'-3" 63'-6" 70'-0" o m HDR 3-1 1/2" ® HER 1 1 HDR 3-1 1 2 ® HDR 3-1 1/2" ® 0 x 9 1/4" M L FM6068APLR x 9 1/4"M L Fly}{6068APLR x 9 1/4" M L Fyh{6068APLR x 9 1/4"M L FNH6069APLR U O TEMPERED• • MPER D" Y < N __ ___ P P J M�f RO ONLY 15'-11 3/4" 5/8"TYPE "X"GYP oj' 18210 © 3/0-7/0 HDR 3- 61© 8'-7 1/2° 11' 10" O o HDR 3-2x6 SPF#2 Lw z SP SPF/f2-2x6 Tp U (.D o CLO -8 '-6 5/8„ -7 1/ " O "' 26C7016 'v Q } [-- o c0 z TEMPORARY FLR SC 3052 � sCw ------------- r----------Z z I ' \ 2670 - O j 2670 ON-SITE WALL ———— \\\\ n\ W1 \ I F. Z m Z O 125SC 0 = DINING LIVING ROOM O U o SC F- ^ z W z 2670 < m�o_y m (n J Room Sq Ft 376 41 m w m - O < Z Light Req 30110_x_ \ Light Provided 657 mNo i , O BEDROOM #1 Q N x S-O" 3" RADON VENT V830FH Vent Req 1506 ��`x o I w m N N Vent Provided 115 2 "�^o z `= Room Sq Ft. 24825 z o_ 2"FUTURE VENT a v Light Req 1985 W p O GARAGE I Light Provided 4596 \ w O Vent Req 993 n- z N TEMPORARY FUR o x C PFS w� 1-7 1 Vent Provided 5174 °D w m O O Of 1 LAYER 5/8" TYPE m - z 26H 70 LABEL / THROUGH OUT CEILING I a s o N p 3 0 o" `o Z ❑1 2070 � iv 3'DRAIN& m SC 2-3/4"SUPP w 1 1 2670 n U Co 1 FROM 211d STORY N ———————————————— —— — SC — ———————————————————————————————————-°- ———— ———————————————————— w X070 , — o w S L ¢ a w c ¢ OMIT 3-11" SECT 3052 OMIT 3'-11"SECT OMIT S-11"SECT OMIT 3-11" SECT CLG&WALL GYP F-—— — CLG§t WALL GYP „ -2 4 FS CLG&WALL GYP CLG&WALL GYP - 4-6 5/8" 2'-11 3 STUDGRADE H m '_ I 3-2x6 FS N M O _ C\i N J STUD GRADE �� ❑c in E T- 0 °�cx L'-------J SC ---------------------------------------- —�'-0-T J2 I 'k 3070 Q ? 3 =a MUDROOM 2'- =x L———— � x Room Sq Ft 9679 Light Req 774 N Light Provided 1095 e 3'-2" 6'-0" ❑ O Vent Req 387 LLJ O ———— Z Vent Provided 2326 Sc U of---- 3 SSC 2670 ¢ a B36 836 - 2670 Room Sq Ft 20592 o Light Req 16 47 - y 10'-10 7 8" n g Light Provided 2062 WALK-IN \ o \ O "L---- DR 3-2x6 / HDR 3-2x6 Vent Req 824 I CLOSET W x PF#2 SPF #2 3 B36 B36 Vent Provided 31 16 d' a DR 3-2x6 c'd r----w SPF 2 _ °O 6'-5 3"DRAIN& is L ERI • TEMPERE " r^ IT KITCHEN �3/0_7/0 g III OMIT C-TOP,SINK, 2-3/4"SUPP 2x6® AND FAUCET FOYER FROM 2nd STORY Q ta210 3' 6 1/2" 3'-6 1/2" 18210 -- 12'-0 1/4° F-'REP3296 \ o 1'-11 1/2" 1'-11 1/2" 3` 9V r_ -----___� 0 0 o BATH #1 N 15'-ll 3/4" S`76' S 6 � DWS B9 F-1/2'i 1670, ST)TRIM 2670T•,Y v I I WR3624 1 CLO N „ 14'-0 1/4" I 9080 OVERHEAD DOOR 228 PLF 2-2x10 SYP#1 2yy� �l�J — W2142 I 2'-0" ,-STD TRIM STD TRIM o o x LL ---- „ MAX SPAN 11'-8° "x �________� m4co - HER 821/2" AFF PORCH OVERHANG SUPPLIED BY MANUFACTURER ATA PLATE, STATE LABEL PLUMB FOR TEMPERED• TEMPERED" ® ® PORCH SLAB, POSTS AND RAILINGS FOR PORCH T01 x AND PFS LABEL LOCATION ICE MAKER ® Q J 8-6° 3036 3036 5_6" 33'_0" 45_-1" 3 49'-O° A❑ 52'-il" 65'-0 Q BE SUPPLIED AND INSTALLED ON-SITE BY OTHER HDR 2x P HDR x 3 3/0-7/ O 3032 42-� Z > 3032 3046 SPF 3-2x6 PIDR 3-2x6 3046 HDR 3-2x67 W E O SPF#2 SPF#2 SPF#2 SPF#2 I Q - IL ~ N > IL- n WCL. I I � DORMER 1 IST FLR HEADERS @ 861/2" AFF* 33'-0" 65'-0" ��` 1 [.�� DORMEJ PORCH OVERHANG SUPPLIED BY MANUFACTURER PORCH �DORMER I � SLAB, POSTS AND RAILINGS FOR PORCH TO BE SUPPLIED AND *1ST FLR INTERIOR DOORS 7'-0" * 228 PLF 2-2x10 SYP 1 INSTALLED ON-SITE BY OTHER R�� F"------------- 5Z MAX SPAN 1L---8---- Rx "x Rx U I I 42'-0" I I I I I *4 5/8" CROWN MOULDING THROUGH OUT* PORCH POST MUST MEET FOLLOWING REQUIREMENTS LBS I I I I OF UPLIFT FORCE PER POST 3402 RESISTANCE TO LBS I OF GRAVITY LOAD PER POST 2052 AND SUPPORT FOR I I I I I I a POSTS TO MEET REQUIREMENTS SUPPLIED AND INSTALLED I I I I I I I Ir > CODES. ON-SITE BY OTHERS LJ_ I -j- D"-------I ------- 2010 RESIDENTIAL CODE OF NEW YORK STATE ��Q co THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF 2008 NATIONAL ELECTRICAL CODE FMH PLANS APPROVED BY DO S, MANUFACTURER S APPROVAL NO M013-2015-001: o EXPIRATION DATE 1/24/2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY ENERGY CONSERVATION CONSTRUCTION CODE OF NYS — 2010 EDITION GREGO 4/12/2016 05/12/16 NOTES: 1.*-DENOTES ADDITIONAL COLUMN IN BASEMENT 5.STAIRS TO BE 81/4"RISERS AND 9"TREADS. 9.HEAT LOSS WAS CALCULATED W/R-30 INSULATION IN FLR 2.2X6 EXTERIOR WALLS 16"O.C. 6.CEILING BEAM BEDROOM#1 TO BE:(2) 1.5"x9.25"LVL(PER HALF)(STACK) 10.BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 3.2X4 MARRIAGE WALLS 16"O.C. 7.CLG/FLR BEAM KITCHEN/LIVING TO BE:(2)1.511x18"LVL SIZED HEATING SYSTEM TO COVER A BTU LOSS OF 92500 uj 4.9'-0"CLG. W/(1) 111x181'STEEL(PER HALF)SEE PG.8 11. 0- 8.CLG/FLR BEAM GARAGE TO BE:(3)1.511x9.2511 LVL(PER HALF)(STACK) 12. ` --------13 Op------- w �- -- -------- *4 5/8" CROWN MOULDING THROUGH OUT* ------------ - ON-SITE BALCONY BY OTHERS I I ON-SITE BALCONY BY OTHERS w Z II 20-1 1/2" � 3'-0' 8'-6" 14'-D" 1T-O' ' TEMPERED' `TEMPERED' Q -TEMPERED' 31'-0" 40'-8" 52'-6" 63'-6" o O3 HDR x4 O HDR 3-2x10 O - HDR 3-1 1 2 1,4 HDR - x1 ® N m 3046 O SPF #2 24210 SPF#2 3046-2 x 7 1/4" M L 2052-3 SPF#'2 FV.H6068APLR FWH6068APLR 3646 TEMPERED' O N - --- - — --- — @ ----- --- -I--- —--- O o 16' O" /2 HDR 3-2 024210-2 4'-11 13' 1c0" - o SPF/�2 � LL m u� CO 6'-6 1/2°_=-1 \ 4'-21/2" O a < r Ui v ` J z z R JC aLUMB�NG ONLY III \\ // - z I FQQQQ��R��ppHHN-SITE O n I III FlGSTIIRE-DRYWALL LEFT °jIl / N o BATH #5 3046 O O0 I FFFF''"FFFP}}0 ACCESS PIPzS °� I \ � I o\��N o � SC FRAME OUT CLG I AND FLR FOR CHASE j ------ j w z q BEDROOM #4 N 3'-0° 2'-0" N z O z w o y a \ FOR ON-SITE' Room Sq Ft 203 29 \ - L~1 F Q s r` \ RDN.PH PLUMBIP LY \_ (n 3046-3 N M SHOWS 1�P, UALL LEFT o X N C Light Req 16 26 oFEirO CCESS�PIPES Ught Pw&d 21 6 i HALL i SITTING AREA \ Q N m .BATH #4 / i Vent Req 813 - Vent ProHded 11 4 N / Room Sq FL 250 nO \� -r1 2x6 / Light Req 20 -� Z [L Ught Provided 42 52 W Cp a 2"FUTURE VENT PFS Vent Ra 10 w LABEL Vent ProWea 49 86 a zz BEDROOM #2 3" RADON VENT- j IN s x Room Sq Fl 48267 SG - O cn O Ught Req 3861 2 POCKET N WALK-IN o I z c Ught ProHded 10477 \ -c'+ I O\ m C3 3 0 Vent Rea 1931 CLOSET SC SC U --------Vent Prev,d-d--7651 S3L a a -21/2' 4'-11 1/2" O io ¢ O � 3046 i OMIT 3'-11"SECT OMIT S-it"SECT vt o CLG&WALL GYP S" SC 2-2x4 FS CLG&WALL GYP o M = ______________ - I GPADE ,,, cu'^ STUD w HALL PULL DOWN r ! WALK-IN t O Z s o ------------------------r °- SC STAIRS IAREAI HALL - -S[ - n a_ J E `N` z LLOSE.7 sem— ----------------- C, Q G N C U T.1 0 26"x54 1/�' R O - i "1 2 0" 3'-6' N U) a U ❑G ❑I � SO SO 6G 19'-9° Sc 4'-11 1/2" 7 O 1 N PFS RO GH PLUM!5d LYn ,I ❑;. O L/L^_I \ WALK-IN LABEL FO UN- rE ;.,� SC I❑ o V CLOSET - sH 1,1-DRYWAu L�F� 3'-11 i/2" Sc _ a TO ACCESS PIPES_ I--- � a N CLO CLO O v� BATH #3 W ~ bA N 10'-11" BEDROOM #3 4'-4" S-4" 4'-4" ;l, (n y Room Sq Ft 24679 - CU - ^ LL b VD L.ht Req 1974 / \ in c '✓� - UghtProxded 2062 54'-2" ___ N �J BATH 2 O10 Vent Req 987 tr SKriI # `o SC Vent ProHded 11 46 _ F+�1 U °� Q 'I ro i �_ _� I c rr 3046p x 3046 FSC04 i / ,I-ROUGH PUJM3NG ONLY n io ❑1 i o i `? \y/ FOR ON-SIT, 1 SHOVER-RYWALL LEFT _ SC I ^ y \ I OFF TO ACCESS PIPESIN / =N 16'-0" _1 M 2-3" 3'-9" 12'-3" 3'-9° 54-70 x2 \ I 12'-0' I\ M U U U CL CL � HDR ® 9 AFF ;,o N \ \ 8'-6" SP 3'-9„ 42-0„ �_ _ z > Coe CIR.lO STD TRIMM -STD TRIM STO TRIM,, M Q r v !' oo a_ n HDR 3 2x6 DR 3-2x6 HDR 3-2x6 SPF#2 PF H"< SPF n2 30304' 3O 3O 2'-4 i/2" 2'-4 1/2" 2'-4 1/2' 2'-< 1/2" 2'-4 1/2" 2'-4 1/2" 2'-7 "1 2 / 4'-9" PAIJELI7ED it'-3" 4'-9" PANELIZED 1i'-3" 4'-9" PANELIZED 2'-7 1/2"I � A,1,n I d DO •F I I L------------------------------------------------------------ - -I 05/12/16 cN W N O Q Q\ THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF �N FMH PLANS APPROVED BY DOS, MANUFACTURER' S APPROVAL NO M013-2015-001 GREGO 4/12/2016 6 27 21 AM EXPIRATION DATE 1/24/2017. WHICH HAS NOT BEEN MODIFIED IN ANY WAY NOTES: 1. 5.STAIRS TO BE 8 1/4"RISERS AND 9"TREADS. 9.FLR PER UNDER SITTING AREA TO BE:(2)2x12 SYP#2(PER HALF)(STACK) 2.2X6 EXTERIOR WALLS 16"O.C. 6.CEILING BEAM SITTING ROOM TO BE:(2)2x10 SPF#2(PER HALF) 10.FLR PER UNDER BED#2 TO BE:(3)1.5"X11.25"LVL(PER HALF)(STACK) 3.2X4 MARRIAGE WALLS 16"O.C. 7.PERIMETER BEAM DORMER TO BE:(2)2x10 SPF#2(PER DORMER) ll.- 4.8'-6" 1:4.8'-6"CLG. 8.CLG PER BED2/HALL TO BE:(1)2X10 SPF#2 12. 2 - ------------I--------------------------------------------- L(j O Of 9'-4 3/81, I > N a n----- 7'-11 3/4" 3'-4 3/8" n a m \\ m \H- H - 3 H - Y a oN / V ` _J g O 3 O ---------- w O c z cn ---- B Q r (f) o z --- - I w --------------s------ I 0 U A DINING/LIVING ROOM 0z W Z --- O a O r7 0 O BEDROOM #1 Q N Z w o CO GARAGE ' • `� 2 ' w z w O O � z f m o N II ,U.1 G B_ o U Q¢? C _ W-- Z Q W A.8 M r—z N a o00 _ LL_ � o J w J o I MUDROOM J N � r---- o I ---- Ld W CD u ---- p- < I - r---- 1 I ---- WALK-IN 0 m bA ---- CLOSET 2 L-LJ > y �2 a' ®'� v r---- M 0 >� ---- r-- :ti , 1- KITCHEN (n A- FOYER 2x6 O ." \ / I BATH #1 N \X/ 0 \ I I I C.0) L I G4 E- - 3 a 3'-10 1/2" 3'-1 1/2" o OFFSET SHEARWALL 3'-4 13/16" 8'-10 5/8" 8'-10 5/8" 3'-4 13/16" Q a SHEAR CONNECTION BETWEEN GARAGE AND MUDROOM (n Cn W d USE 10d NAILS TO NAILED @ 12"O C OR SIMPSON I 0' Q LTP4 PLATES @ 53"O.C.FLOOR BAND TO SILL PLATE SEE FOUNDATION PLAN FOR ANCHOR BOLT REQUIREMENTS is1C 47 zIv o m � 1 I � o_ O ---- Q w I I I I I I p 7g� v V I I I V I I I m NOTE NO CORNER CONNECTION WILL BE REQUIRED I� • O � c �-��J--L--------- ---�--1---L-LJ IF SHEATHING COVERED ALL THE WAY TO THE CORNER LU c�7 � O USE(7)1/2-DIA LAG SCREWS EQUALLY SPACED TO EDGE OTHERWISE,PROVIDE CONNECTION AS REQUIREDQ 10-, FASTEN INTO THE OPPOSITE WALL STUD GROUP AT NOTE FLOOR SHEATHING MIN 19/32"O.S B.(BLOCKED)W/ MIN CORNER STUD CONNECTION (2)ROWS OF 16d COMMON p c��Gi THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF 05/12/16 FAST E INTO THE OPPOSITE WALL STUD GR UP AT 8d NAILS @ 6"O C EDGE 112-O C INTERMEDIATE NAILS @ 16"O C OR(6)1/4'DIA.LAG SCREWS EQUALLY SPACED �j �j FMH PLANS APPROVED BY DOS, MANUFACTURER' S APPROVAL NO M013-2015-001 GO. OTUDSA ATTACHED TOGETHER WITHIN T-0"OF ENDWALLS GREGO 4/12/2016 6 27 21 AM EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY Q ----------------------------- ----------------------- w CD I I I I Y wz rv` r 5'-2 9/16" 5'-4 1/16" -6 73/76" 3'-4 3/8" Q < o I I 0 m I I w � I I a m I I I -- --- ---- O O W o W z tr u� o O J c0 z z (� BATH #5 0 CL ---------- /X\ - , z o BEDROOM #4 \ / � z W z CL 0 cf) O HALL SITTING AREA Q n w BATH #4 / \ �� �\ /(�J\l = � V' S 2x6 • • z CL -- — ui o CO wCO BEDROOM #2 N 6 N d z z w 0 O v O U ? z c o WALK-IN N �0 o CLOSET 3 0 U m o o � U O U 2 � a O m ti L ll1'v-' -a a IIALL HALL oN'Z' vu i J g in --------------� ,o WALK-IN U U 5 CLOSET �.' \ _ a BATH #3 - (n d BEDROOM #3 6 � LiJ q — - - - _ Eo BATH #2 ; ~ ®� I ----; / I 0 o \ / / \ I / \ I 7 B 7 �n a s Q T-0" T-O" New Tcn > u� Lu ,`'�`► 5E yas 1/2" 12'-3" 12'-3" 3'-t 1/2" USE(1) SIMSON DTT2Z HOLDOPN AT B�UMPOUTDE CEILING BAND AND FLOOP, BAND I PROVIDE A TRUSS /A FLOOR JOISTS ALIGNED WITH THE BAND FOR THE HOLDOWM INSTALLA-ION } j USE (10) 1/2" DIA LAG SCREWS OR AT A SPACING 31 " 0 C ALONG BOTTOM CHORD OR CONNECTION TO RESIST 5166 lbs p� �. FASTENED BUMPOUT WALL TO MAIN HOUSE USING z O m cw,t, m.0 1 (8) 3/8" LAG SCREWS OR @ 12" 0 C ALONG THE TWO STORY WALL i�: a a- O ? �• FASTENED BUMPOUT WALL CEILING AND FLOOR BAND TO MAIN HOUSE USING I ? '� (4) 3/8" LAG SCREWS ALONG THE TWO BUMPOUT BAND ———— NOTE. PAGE 51 OF CALCULATIONS FOR BUMP OUT CONNECTIONS— NOTE BOTTOM CHORD CONNECTION NOTE ROOF SHEATHING MIN 7/16'O.S B(BLOCKED)W/ - co - USE(10)1/2'DIA LAG SCREWS EQUALLY SPACED 105/12/161 8d NAILS @ 6"O.C EDGE 112-O.C INTERMEDIATE 8 4"O C NOTE NO CORNER CONNECTION WILL BE REQUIRED �p PERIMETER WITHIN 5'-0'OF ENDWALLS IF SHEATHING COVERED ALL THE WAY TO THE CORNER Ld CVO EDGE OTHERWISE,PROVIDE CONNECTION AS REQUIRED. Q .W I'll THIS FACTORY-MANUFACTURED HOME (FA4H) PLAN HAS BEEN DERIVED FROM A SYSTEM SEI OF NOTE FLOOR SHEATHING MIN 19/32"O S B(BLOCKED)W/ MIN CORNER STUD CONNECTION (2)ROWS OF 16d COMMON O m 8d NAILS @ 6'O C EDGE/12-0 C INTERMEDIATE NAILS @ 16'O C OR(6)1/4'DIA.LAG SCREWS EQUALLY SPACED FMH PLANS APPROVED BY D.O.S, MANUFACTURER' S APPROVAL NO M013-2015-001. WITHIN 3'-0'OFENDWALLS o "' EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY I GREGO 4/12/2016 6 29. 3 .AM w c� a - 3 , 41 � O w � U a Qo V, Ul w � o Q v Y ¢ N J o O 3 O Lw o O LI_ N QF— O J V) Z r7 o o w c0 O U L z z O z w z o (l < w r�) 2ND LEVEL ENDWALL(BEDROOM#2) _ _ IST LEVEL ENDWALL(GARAGE) 67_„ w o Qo 16 W Z 71, 7V16"O S B SHEATHING I. O N O 61 1 2 X 6(SPF#1/#2)WALL/2"DRYWALL wo z N co �6"O.S.B.SHEATHING — _ _ 2 X 6(SPF#1Mt2)WALL-- 1/2 DRYWALL EXTERIOR INTERIOR m o 3 r o EXTERIOR INTERIOR O -7116"0.S.B.EXTERIOR(BLOCKED)w/1/2"GYPSUM INTERIOR FASTEN O S.B.WITH 8d NAILS @ 3"O.C.FASTEN 1 7/16"0.S.B.EXTERIOR(BLOCKED)w/1/2"GYPSUM INTERIOR GYPSUM W/5d NAILS @ 7"0 C EDGE 110"INTERMEDIATE BUILDER INSTALLED HOLD DOWN FROM FOUNDATION FASTEN O.S B WITH 8d NAILS @3"0 C.FASTEN A- TO STUDS>4207 LBS.[CONN.TO BE DESIGNED BYHe �_7 GYPSUM W/5d NAILS @ 7"O C EDGE 110-INTERMEDIATE OTHERS]MIN.(2)2 X 6 WALL STUDS FASTEN TOGETHER �� W/(1)ROW OF 16d COMMON NAILS @ 4"0 C A E Q O J >� :s9 2ND LEVEL SIDEWALL(SITTING AREA/BATH#2) 72 1 ST LEVEL ENDWALL(BEDROOM#1 /BATH#1) 6 7„ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION J t16 TO STUDS>7275 LBS [CONN.TO BE DESIGNED BY � t}� Q 6-Z' 7/16"0 S.B SHEATHING � 6 OTHERS]MIN.(4)2 X 6 WALL STUDS FASTEN TOGETHER o Y N � 16 /2",DRYWALL W/(2)ROWS OF 16d COMMON NAILS @ 5"O C 7/16"O.S.B.SHEATHING _ 2 X 6(SPF#1/#2)WALL W � 2 X 6(SPF#1/#2)WALL: --r2 DRYWALL EXTERIOR INTERIOR �� Q 7 �,p� Cl) U U EXTERIOR II INTERIOR <� 7/16"0 S.B.EXTERIOR(BLOCKED)w/112"GYPSUM INTERIOR BUILDER INSTALLED HOLD DOWN FROM FOUNDATION � lr'" [If F- O -7/16"0.S.B.EXTERIOR(BLOCKED)w/112"GYPSUM INTERIOR.FASTEN FASTEN O.S. WITH 8d NAILS O C.FASTEN < TO STUDS>10,112 LBS [CONN.TO BE DESIGNED BY m c� 0.S.B.WITH 8d NAILS @ 2"O.C FRAMING AT PANEL EDGES TO BE 3" GYPSUM W/5d NAILLS @ 7"O.C.EDGE /10"INTERMEDIATE OTHERS]MIN.(4)2 X 6 WALL STUDS FASTEN TOGETHER L v >_ 1 NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED.FASTEN W/(2)ROWS OF 16d COMMON NAILS @ 3"O C 05/12/16 — GYPSUM W/5d NAILS @ 7"O C EDGE/10"INTERMEDIATE. 2ND LEVEL SIDEWALL BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO STUDS>166 LBS.[CONN.TO BE DESIGNED BY OTHERS] +- 1ST LEVEL SIDEWALL 7 61st, " 116"O S B SHEATHING ��, �/2"DRYWALL v 616 2 X 6(SPF#11#2)WALL�� �f 7�6"O.S.B SHEATHING �� 2 X 6(SPF#1/#2)WALL_ /2"DRYWALL EXTERIOR INTERIOR 7/16"0.S.B.EXTERIOR(BLOCKED)w/1/2"GYPSUM INTERIOR.FASTEN E-1 BUILDER INSTALLED HOLD DOWN FROM FOUNDATION 2ND FLR BUMP-OUT DETAILS EXTERIOR INTERIOR O TO STUDS>12,288 LBS [CONN TO BE DESIGNED BY O.S.B.WITH 8d NAILS @ 6"0.C.OR 16 GA.STAPLES @ 3"0.C PER ESR-1539 OTHERS]MIN (4)2 X 6 WALL STUDS FASTEN TOGETHER J -j O -7/16"0.S.B EXTERIOR(BLOCKED)wl 1/2"GYPSUM INTERIOR (JULY 2016) FASTEN GYPSUM W/5d NAILS @ 7"O.C.EDGE/10"INTERMEDIATE. W/(3)ROWS OF 16d COMMON NAILS @ 4"O.C H Z o FASTEN O S B.WITH 8d NAILS @ 4"0.C.FASTEN GYPSUM W/5d NAILS @ 7"O.C.EDGE 110"INTERMEDIATE —SMPSON A55 EACH cnv or DD a0u=ouT Jasr H V) > SIMPSON LUS210 HA14GERS EACH END OF BUMPOUT JOIST 1TIP) C� L,J _ FASTENED SUMPOUT WALL CEILING AND FLOOR BAND TO MAIN HOUSE USING _ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION •(2)3/8'.4 1/2•LAG SCREWS EACH BAY FLOOR BAND/CLG BANDS) SIMPSON CMSTCI6 STRAP W/ 27 16d SINKER NAILS EACH END OF us-(1)SMSON DTT27 HOLDVWN AT SUMPOUT SIDE CEILING BAND AND FLOOR BAND A• ( ) F TO STUDS>6968 LBS [CONN.TO BE DESIGNED BY PRO1D-A TRUSS/A FLOOR JOISTS ALIGNED WITH THE BAND FOR THE HOLDOWN STRAP(OR EQUAL CONN.OF 4,207 LBS.)MIN.(2)2 X 6 WALL STUDS OTHERS]MIN (4)2 X 6 WALL STUDS FASTEN TOGETHER NsraunnON FASTEN TOGTHER W/(1)ROW OF 16d COMMON NAILS @ 4"O C WI(2)ROWS OF 16d COMMON NAILS @ 5"O C USE(tD)1/2"GA.UG SGRW OR AT A SPAONG 71'0:ALONG BOTTOM CeDTD CA OONN_GDON TO RESIST 5166 Cs � 1ST LEVEL OFFSET SHEARWALL(GARAGE DOOR) 2ND LEVEL STUDS TO IST LEVEL STUDS m Z Z N O m 68° IL a_ 7/16"0.S.B.SHEATHIN [ 7� G_ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION 2 X 6 SPF#11#2 WALL _ - 16"O.S B SHEATHING SIMPSON CS14 STRAP W/(14)10d NAILS EACH TO STUDS>10,035 LBS.[CONN.TO BE DESIGNED BY O ( ) 1/2"DRYWALL END OF STRAP(OR EQUAL CONN.OF 2,253 LBS.) OTHERS]MIN.(4)2 X 6 WALL STUDS FASTEN TOGETHER EXTERIOR INTERIOR 2ND LEVEL STUDS TO 1ST LEVEL STUDS W/(3)ROWS OF 16d COMMON NAILS @ 4"0 C 4 7/16"0 S B EXTERIOR(BLOCKED)w/7/16"0.S B INTERIOR FASTEN 7/8`.6•LAG SCREWS 0 12.0 C m O S.B.WITH 8d NAILS @ 3"0.C. 1/2"GYPSUM ON INTERIOR.FASTEN BUMPOUT WALL TO MAIN HOUSE o m GYPSUM W/5d NAILS @ 7"O.C.EDGE 110-INTERMEDIATEw o _ BUILDER INSTALLED HOLD DOWN FROM FOUNDATION — � N _ SIMPSON CMSTCI6 STRAP W/(27)16d SINKER NAILS EACH END OF H TO STUDS>3664 LBS.[CONN.TO BE DESIGNED BY 4 o C STRAP(OR EQUAL CONN.OF 2,837 LBS.)MIN.(2)2 X 6 WALL STUDS OTHERS]MIN.(2)2 X 6 WALL STUDS FASTEN TOGETHER M FASTEN TOGTHER W/(1)ROW OF 16d COMMON NAILS @ 4"O C W/(1)ROW OF 16d COMMON NAILS @ 4"0.C 2ND LEVEL STUDS TO 1ST LEVEL STUDS THIS FACTORY-NIANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF a FMH PLANS APPROVED BY DO S, MANUFACTURER' S APPROVAL NO. M013-2015-001 a_ 3 ,, 5 EXPIRATION DATE 1/24/2017, WHICH HAS NOT BEEN MODIFIED IN ANY 'u11AY LLJ----------------------------- -----------J_ � O 1 LJQ w 1 Q N cy _uc\--ill I w WP r--------------� - /// VJP XL GFI -___------ XL VJP XL XL WP U \� o CD GFI GFI GFI GFI J O -___-__-_- S3 O o O J I S3 SS, O d7 F---- GFl GFI CHIMES xL N- I S3S4 I JI N v I --- --- II II I a sQ s�---- cLo-----0 GFI ---1 __-- 1 L- ----L------------J_j�--- -- ----� ® sD I 4 Q F z GFI I GFI I I I I JBOX IN FLR O I Z ' I 0 - I I FOR BSMT SD I 0 L) J ------------ I I I n F O O GFI 4S3 JBOX&COIL IN \\\ /\ /// -, I I 11 CFM FUR FOR ON-SITE SNITCHES CT I I Z JDOX&COIL IN I I \\\�// \\�,/// N MI I I O OO o CLG FOR ON-SITE SNITCHES I L-_---_-_ I I S I I J -I __-� � I I DINING/LIVING ROOM I I o N _ � O � I I GFI I I I I I I I I I Q r.-) N s O o I I = ~ GFl W o CD (S) • • :• I I I I I I I w z CO O v o (if r7 1 Z I OMIT RX ONLY I I I I x I I BEDROOM #1 I o } w CV wa ja m C5 r o (S) o 56 N I ------- IGARAGE I JIL_ I I I c I I -- J I I a I M-- w R E GFI I I N-------------J I I I I I d NOTE ALL GARAGE RECEPTACLES WILL NEED WIRE COILED IN WALL FOR iL_ ____j L !n I -e ON-SITE INSTALL I L__ ___________ _-I L__________________—� I I Z mE; s I U j I ~ Q o v N 1 I II n------------ s s s s LI-__-- I J S3S3 I I (� I GFI I I MUDROOM I Fr, �------------� j b---------------� � `-' L_________�___- I ____ I I I I I PULL TO L--- T FI I I I i WIRE S3 �L�L^J J W Ir ITT I I O i I I FI I V - f-� CLG ____ I I 1 WALK-IN 1 I L -� j ow- GFl I 4 _--- I I FI I L 27' I CLOSET o (� GFI s — rs1 GFi FOYER a — LLJ O I ____ () I I I L----- XL -- -, ul I I ONLY NY&VENT DROPS LKITCHEN II I I F sI W/8' COILS TO Fo 2x6 ® � Q f GFI I BSMT PANEL i ;i;l I ---- '----- -------- Q------------ \ /---- I O BOX L-- =� L ------ --- - -11 I I \ r/ BATH 1I I J I T F._______� _j I IJi \�/ S#I "OCFM .rS F- -- __ _ v ---- I— s I CLO ------- -- --------J S13 GFl GF C -_ CTI I CT i / \ �___ __� WP ------------------ WP , GFI HOUSE_ GARAGE XL CHIMES GFI Q JQ HOUSE I - L� Z > SNdTCH /UUMESAN SS oTR&RWSE T I Q r 0_' r GARAGE SNITCHI ®ir NEW V Q ' a I SSE � HOUS _ I ECEPT I '� GARAGE EXT I ¢ BOX IS IS MELD ON AGAINST WALL co m BORON PUTS UNLESS SPECD CO SE HOUSE FLOOR _'GE SveTCH AT 0 H D TO ' BE HELD ON AGNNSI WALL I lu Z N O m BORW PLATE I G D_ a- O GARAGE RECEPTACLES TO BE Q U' U HELD ONAGAMsPEc'D mxERRr.+g ST WNL BORN L- O ------------------------rr RATE uHLEss - -r-r__-_--------___-T_rTTr___-_-_---________ - tl V I I I V I I RQ to Lo cARA ELooR LTJ-_J__L_--____ _-_-J__j_ I _j_-3 LJ NCO 05/12/16 Q m o THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF 1 Ln FMH PLANS APPROVED BY DO S, MANUFACTURER' S APPROVAL NO M013-2015-001 0 EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY GREGO 4/12/2016 6 27 21 AM ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS ARE TO BE ALL 125—VOLT, , 15-20 AMPERE RECEPS. PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER IN 50# .LIGHT BOXES INSTALLED IN AREAS SPECIFIED BY 210.52 SHALL Q " ACCORDANCE WITH THE 2008 NEC. BE LISTED TAMPER—RESISTANT TYPE. a -------------- cn O . I I I I I Q o I I I I w 3 I 1 o m I N I �FI XL I I GwFP f------- XL Y a ON J o O 3 O o O� cn LOWER �- F ISN � O r�__.>_ —, \ / FI — ----------0 s s ¢ o �wP--�I \ / (sr) r- s ----------- s , -- 4i M_- z z f` II III ( (( s o 111 \ / �, I ---------IFw vn- D U J co I II \ l Q )II \ / F I I NI NSI _ 0O JII \ / �E110I I --—-- — \ / Ul 1 110 CRA d ----_ =_-- q)wP IBATH #5 I I j a z O I / \ O - Uo LLI z Ft cr) Y . I I T X I w xI I / \ � wv H LL SITTING AREA 1 Q N -� BATH I#4 / \ i \ i BEDROOM #4 i I = ~ _ Ld CD 110 c�FA(s I •A o'L I I I I I (� �I o co BEDROOM #2 II I u Y I I 11° R^ Q I I I T (5J O v° O J CEI ANG r--- I I J z co F ADO PUMP 3 o L I O I I m I I P Lki- isli, I L _ s U I IL sWALK-INs ULIL CLOSET -- I I G 3 I I S i .I I � eoo mma I SSS S3 I `------- - J I 11 �TD�fSL�JH J�----, _v I m o I HALL J - HALL z Q E (so sa --- - - �s - is -------i s ,�- --�s ------�s ------ s I I J --------------$4----------- i s� ----------�'J 0 lh (I� L --- N I- WALK-IN LIN L--- JL —1 �\WP�i S3 w LLI I CLOSET 1 F W U x --- x so -- I N ��----- CLO CLO. 1 1 BATH #3 I� O bA W � BEDROOM 3 I Eo s I IL-- s � I I � Q 1 r-' o # III110 CFM N j -- 1 -- I GF O --- L9 � - z +� ----------------- _ x \ / 1 110 CFM I N CJ ------------------------ sLlLL -o BATH #2 I _ W� o -----J / \ I s �----- s L_ -- ' GFI cn Q a D L z > sway_ I I— L� O ADD'LGFI Q > w I t m I 1 zO m a 0 o s o "�� -- ---------------------------------------------------------------� 05/12/16 12 Lil o Q °\000� THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D 0 S, MANUFACTURER' S APPROVAL NO M013-2015-001 GREGO 4/12/2016 6 27 21 AM EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY ALL BRANCH CIRCUITS 'SUPPLYING 15 - AND 20 AMPERE OUTLETS ARE TO BE ALL 125-VOLT, 15-20 AMPERE RECEPS. PROTECTED BY AN ARC—FAULT CIRCUIT INTERRUPTER IN 50# LIGHT BOXES INSTALLED IN AREAS SPECIFIED BY 210.52 SHALLuj _ a ACCORDANCE WITH THE 2008 NEC. BE LISTED TAMPER-RESISTANT TYPE. a- 4 ,, 2 ----------------------------------- �-------------- w O I ft� > N Y wz • I DECK AREA I O I 1 70'-0" QD a 11'-0" 42'-0" Q o m N ro �H — ---------- -------------- ------------------------------------------ -- - HJ s • I 2111 PLP • • • • • • O 3 Q • a • L� ------- ------------- II I ---------------- -------------- ----� Liz L -----------J i SIDEWALL ANCHOR BOLTS(TYP.) i :D I . co Qo I I _-_-_ I 1/2"@ 68"0.C.OR 5/8"@ 72"O.C. _ Q • I I F------------- J 1 I (OR EQUAL SHEAR CONN.OF 13,011 LBS) J I Z z • 1 I i o o 0B I I U I 2 I I z O O o 1 I 1 I �O Z_ L z I I I I I m a- O a �n I • I I I • .n 0_ r7 � I 1 = N I I I I I I Z I I I LU p co I w • j I 1142 435 I w O N O c I • I 5' 7' 7-3" 6•_4^ B_ I z�0" 7'40" 3. 7'-3" 7'-3" • N 1 G GE SLAB I m " o COLUMN REQUIRED 1 I - ( HOLD DIMENSION 1 - ° 9 I I UND a _ 1 • ' I I I I I I I I I I I I 1 I I m NDS M ••° fIII_—__—_ I II I I I i • oH v m oH 7600 POUNDS 44 2OUE e— Ei I 95PN1 I = 3PWNX4OUDS31957 POUNDS 9NDS 629S 6293 PWNDS 30025 POUNDS19704 POUNDS 623POU 12'- COLUMN " n HOLD DIMENSION CONC UND ,3 x30x12" ENDWALL ANCHOR BOLTS(TYP.) ea I I FOOTER W/3 1/2" 1/2"@ 13"0.C.OR 5/8"@ 18"0.C. I Q V I I ENDWALL ANCHOR BOLTS(TYP.) DIA COLUMN I N I = 1l2"@ 72"0.C.OR 5/8"@ 72"0.C. (OR EQUAL SHEAR CONN,OF 28,910 LBS) LLJ CD • I i (OR EQUAL SHEAR CONN.OF 4,081 LBS) I o U I i ENDWALL ANCHOR BOLTS(TYP.) Q a • i 112"@13"O.C.OR518"@18"0.C. I � 1 1 (OR EQUAL SHEAR CONN.OF 28,910 LBS) 1 L--_-___---- i W 1 --------- I0:� O I I I . 1 F-----------------� i l I /� con CD >~ • 1 I I I I I � � o I I a ISIDEWALL ANCHOR BOLTS(TYP.) I I N • i i PORCH AREA 1 1/2"@ 68"0.C.OR 5/8"@ 72"O.C. I r� 8" MINIMUM CONCRETE WALLS I • I I (OR EQUAL SHEAR CONN.OF 13,011 LBS) OR SUPERIOR WALLS I L--------------------------J I I L-------- --------------- ----- ------------------------------__-__J 2177 PLF C —— cn ¢a p � z > Q F OFFSET SHEARWALL ANCHOR BOLTS(NP.) i PORCH AREA 1/2"@ 15"0.C.(OR EQUAL SHEAR CONN.OF 13,011 LBS) I m I I m aa- 0 L————————————————————————————————————— ———————————————- Q U U D FOUNDATION TO BE DESIGNED BY'NYS DESIGN PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOIL CONDITIONS THIS PLAN IS ONLY MEANT TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO THE DESIGN PROFESSIONAL SO THE o O FOUNDATION DESIGN IS COORDINATED WITH THE REQUIREMENTS Q 04 0 00 THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF OF THE MODULAR BUILDING o ro FMH PLANS APPROVED BY DO S, MANUFACTURER' S APPROVAL NO M013-2015-001 o GREGO 4/12/2016 6 27 21 AM EXPIRATION DATE 1/242017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY w C� 5 a D_ W Q U) a RIDGE VENT Q � m N U n Q S o N J 0 Q 3 Q ASPHALT SHINGLES W'/SELF-SEALED STRIP AND COMPLY W/ O ASTM D225 OR ASTM D3462 MANUFACTURE TO FASTEN VJ/6 W z FASTENERS TO COVER ALL WIND AND HEIGHT REQUIREMENTS (IU) (.0 15/f FELT PAPER J r ) o 1"D z z \ / 7/16°RATED OSB ROOF SHEATHING O O Q L W x 0 2"AIR SPACE PRONGED BY 7/12 RAFTER ROOF®16"D C Z Q BAFFLES AT EVERY OTHER RAFTER SPACE ALL RAFTER MODELS R-36 FIBERGLASS INSULATION Q C.� W'/JAPOP,BARRIER z W z ICE SHIELD(TWO LAYERS OF UNDERLAYMENT CEMENTED / (n TOGETHER AND EXTENDED FROM THE EAVES EDGE TO A POINT 2x6 SUB FASCIA O ¢ AT LEAST 24"INSIDE THE EXTERIOR WALL UNE OF BUILDING ALUMINUM FASCIA VINYL VENTED SOFFIT = v� Z W a o CO SEE CALCS i,,i _z CO 3°COMPRESSION STRIP MANJAL FOR OPEN DOUBLE 2X4 TOP PLATE STUD GRADE S-AN BEAM SIZE o o N w DOUBLE 2x6 TOP PLATE-/ WATER RESISTIVE BARRIER DOUBLE 2x6 TOP PLATE STUD GRADE 7/16-OSB SHEATHING EXTERIOR WALL SHEATHING 2X4 SPF STUD GRADE @ 16" / R-21 FIBERGLASS INSULATION W'/VAPOR BARRIER-\ 1/2'WALL SHEATHING 1/2`WALL SHEATHING THERMO-PLY STRUCTURAL SHEATHING -24 SPF STUD GRADE 0 16' FIELD INSTALL SHEATHING STRIP TO BE FASTENED U v � a =gc M c SINGLE 2x6 BOTTOM PLATE—, SINGLE LAYER 3/4.OSB SHEATHING SINGLE 2X4 BOTTOM PLATEO a V m^E 2X12 SPF #2 0 16" O C 2X,10 PER BAND W/2X6 CLG JOISTS 0 16" 0 C z s SEE CALCSR-21 INSULATIOV ATTACHED TO PERIMETER I- 3"COMPRESSION STRIP MANUAL FOR OPEN DOUBLE 2X4 TOP PLATE SND GRADE v SPAN BEAM 512E W L.-J DOUBLE^x6 TOP PLATE SND GRADE DOUBLE'2x6 TOP PLATE WATER RESISTIVE BARRIER cn YU-1 2X4 SPF STUD GRADE'®16' ,/16"OSB SHEATHING EXTERIOR WALL SHEATHING _ R-21 FIBERGLASS INSULATION LV/VAPOR BARRIERI/2"WALL S-IEATHINC 1/2"WALL SHEATHING ,n � H THERMO-PLY STRUCTURAL SHEATHING--- FIELD INSTALL SHEATHING STRIP TO BE FASTENED L1J C:) bA . 2x6 SPF SND GRADE®i6" w l2' SINGLE LAYER 3/4"OSB SHEATHING /-SINGLE 2X4 BOTTOM PLATE SINGLE 2x6 BOTTOM PLATE z Q CAULK IN-FIELD r O 1 2X17 SPF #2 0 16" 0 C TOP OF SILL PLATE N 8" MIN DBL 2x10 SYP #2 PERIMETER BANDS R-38 FLOOR INSULATION TO COMPLY WITH JOIST HANGER MMU28 OR 2x2 LEDGER vvv RESCHECK AND INSTALLED ONSITE BY BUILDER ( m r m 1/2" DIA x 17 ANCHOR BOLTS WITH 1/2" CONCRETE EXTERIOR PARGING COVER W/BITUMINOUS 7x6 TREATED SILL PLATE 15" EMBEDMENT IN CMU AT 6'-0" 0 C COATING OPTIONAL BASEMENT WALL INSULATION WHERE PERMITTED FOUNDATION WALL BY BUILDER PLANS Cn Q > ENGINEERED FOR 8" TO 12" THICKNESS F- Fw- H cn > a 3 1/2" MIN DIA STANDARD STEEL PIPE COLUMN ` {�l PROVIDED BY BUILDER CONTRACTOR T Ne �r ice .0 ED om 00 00 0 0 oON-SITE BY OTHERS00 0000,0 0 0 04"oGRAVEL BED 0 00 ,�i� - Ju Q s 0- O MIL POLYETHELENE VAPOR BARRIER 12" CONCRETE f00TING BY OTHERS M FOOTING ON-SITE BY OTHERS 4" PERFORATED DRAIN TILE C1' _N [if #4 REBAR CONTINUOUS - a *FOUNDATION IS TYPICAL ACTUAL FOUNDATION TO BE DESIGNED BY SITE ENGINEER �� �►� 05/12/16 Q 0) c THIS FACTOR`!-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF M Lo FMH PLANS APPROVED BY D.0 S, MANUFACTURER' S APPROVAL NO M013-2015-001 GREGO 4/12/2016 6 27:21 AM EXPIRATION DATE 1/24/2017. WHICH HAS NOT BEEN MODIFIED IN ANY WAY w - cD a 6 , 1 v1 O • w � N p C IJ O m N C) O O Y a N J o O O L� o NOTE(6)NAILS PER SHINGLE Li. z un Q J (n z z J p o o � ROOF SHEATHING TO BE FASTENED W/8d(1310)NAILS 0 o p w @ 6"EDGE/12"INTERMEDIATE,SEE CALCULATIONS FOR Z SHEATHING SUCTION FASTENING AT APPROPRIATE ZONES z O O O o I-- z 'w LL o a > w w z c> w w z c O va O DETAIL A----- J F Z N c m v 3 O m TOP PLATE SPLICES SHALL BE MIN.8'-0" W/(2)ROWS OF IOd(0.131 X 3")NAILS FACE NAILED @ 4"0 .0 DETAIL B-1 � d - 20 GA.GALV.STRAP w/(5) +" - g m h•9 8d NAILS EACH END OF STRAP Q :22 (OR EQUAL CONNECTION OF 546#) ' N DETAIL B o - (f) w DETAIL B-2 20 GA.GALV.STRAP w/(5) I N 8d NAILS EACH END OF STRAP (OR EQUAL CONNECTION OF 585#) DETAIL C-1 CD O U DETAIL C-2 w a ENDWALL MODULE TO MODULE u W DETAIL C— o BLOCKING FOR BASIC VEEDS GREATER THAN 90 mph, O BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES O O PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET O C N AS PER SECTION 2 3 5 FLOOR DIAPHRAM BRACING OF THE 2001 WFCM T �\ FASTEN BLOCKING WITH(2)8d NAILS TOE NAILED EACH END V OF BLOCKING AS PER TABLE 3 1 OF THE 2001 WFCM cn Q J :D Z SECTION DOWN SECTION DOWN Q cn N W a- SIDEWALL ENDWALL 9 Hit r -E N m Ca o o0 ` Q Rp 10� o co � �� o 05/12/16 Q m o THIS FACTORY-MANUFACTURED HOME (FI�4H) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF c� cn FMH PLANS APPROVED BY D 0 S, MANUFACTURER' S APPROVAL NO M013-2015-001 0 " EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY GREGO 4/12/2016 6 27 21 AM 6 ,, 2w c� a , u� a (3) 16 d NAILS TOENAILED THROUGH TC INTO PLATE PLUS L } N (2) 16 d NAILS THROUGH PLATE INTO BAND OR STUD 1 2° GUSSET EACH SIDE W(4)16ga STAPES PER CHORD 1 F NewEp CS SpF#2 ,fid.. y o Q . m v Y o O � N O � O (2) 16 d NAILS TOENAILED THROUGH BC INTO PLATE PLUS j +rr a L, _o 0) 2x4 SPF42 (2) 16 d NAILS THROUGH PLATE INTO BAND OR STUD m U 8'-0° 1" GUSSET EACH SIDE W(4)16ga STAPES PER CHORD ®/e! ?5 �`� QJ > o 2' GUSSET EACH SIDE W(4)16ga STAPES PER z J CHORD SEE FLOOR PLAN FOR HDR SIZE 05I 2I 6 0 O SIMPSON H2 5A EACH RAFTER TO HDR i z � O z c FD w LL co W Q N Z LLI o O CO w N 0 CD W O N K W J_ F z ' � U �S O SHIPLOOSE 2) 3/4" x 5 1/2" m STRIPS PACK RIDGE AS NEEDED� � � o 2X2 o 2x6 2x6 SPF'#2 J N C WCD~ W Q:: (Z W 5QF'�� 2ks 12 so ' 2+� _ cn d N � Ln x N 5-11 1/2" 5-11 1/2" ~ L 2x8 SPF#2 2x8 SPF#2 15'-8 1/2" 15-9 1/2" m Q z 31'-6" 0 Is THIS FACTORY-MANUFACTURED HOME (FN1H) PLAN HAS - BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D,.O.S., W MANUFACTURER ' S APPROVAL 'NO. M013-2015-001 . EXPIRATION DATE 1 /24/2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY U) O W 2x6 SPF#2 w Q 12 � o m 7 Y o O J o k8 SAF Lw o / d co Q (n J } O (V � N 6'-0' c rl 2x10 SPF#2 Z O W < Q U) w Z L.I o O cD w N z CD w O N 0 o w O _ BB J � Z � J � a E ON !2 d � H 9 �o m .2 NQ U SHIPLOOSE 21) 3/4" x 5 1/2" LLJ STRIPS PACK RIDGE AS NEEDED CD L-J U www 1x4 LL- un® 2'-51/16" OI < I� o2x6 SPF#2 N v� x6 E 12 7 < B � 2 N ~ v)U1 ueiw N N •4 6'-0" 3'-8 9/16" 5-6 1/2" 8'-5" © ., m 1u 3 ck 2x8 SPF#2 2x8 SPF#2 9'-81/2" 13'-11 1/2" o 0 05/12/16 0 0 23'-9" THIS EAC T ORY—MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF EMH PLANS APPROVED BY D.O.S., Ld MANUFACTURER ' S APPROVAL NO. M013-2015-001 . EXPIRATION DATE 1 /24/2017, WHICH- HAS NOT BEEN MODIFIED IN ANY WAY a_ 7 <� 21 Lu' w � 7/12 "27-6" +120/155 WIND (40# SNOW) w z0,1 s Q V a w••r - L Q N� / m E A C D ,��� SE l� " o o o T o 12 Hi' z 7�• t" � c o Q1,0 J > C/) 0 CD O U L a- // � z O / o zw 7 05/12116 CL 1) i J s z � w o 19 z co O N a L 3 � 0 CPv B A O `< i' U m E1 F N Q 29'-0 1/2" 12_� LLJ A=1-16d NAILS C=2-8d NAILS E=1-16d NAILS z U B=10d NAILS @ 19"O C D=3-16 GA STAPLES F=10d NAILS @ 19"O.0 N o a CIO . . . . . . . . . . . . . . . . . w W ° M=1—CS20 STRAP W/ - . . . . . . . . . . . . zo 9-10d NAILS EACH END m 1 0 pq 1-01/ p_0• 10-16D THROUGH ROUGH FLR GIRDER OVER LIV/DIN/FOYER/KIT TO BE:4-1.5x18COD " LVL DECKING EACH SIDE G=7-16d NAILS J=3-6d NAILS _ _ W/(2) 1"x18" STEEL FLITCH PLATES H=?-16d NAILS K=12-16 GA STAPLE 1=6-10d NAILS (269 STRAP) L=16d NAIL 12" O.C.(ON—SITE) 1/2" THRU BOLTS (912" OC /2 BOLI TOP LOADED BEAMS FF 1 © r , M CE. w EL FASTENING RFCIIIRFMFNTS FOR MULTPIF PLY I'A MFMBFRS. v O _ 2-AND 3PLY MEMBERS NOTES I 12°ORLES x 15"MEMBER BEAMS -FOR 775"THICK MEMBERS,USE 0131°x35"NAILS IN PLACE • /� _ -USE(2)ROWSOF 0131°v3°NAILS Ct 8"0C OF 0131°x3"NAILS m 14°,16°OR 18"x 15'MEMBER SE4MS -THE FOLLOVtING SCREWS ARE APPROVED FO'R USE IN USE(3)ROWS OF 0131"x3°NAILS @ 8°0 C CONNECTING MULTIPLE PUBS OF LVL Z O 03 20',22'OR 24'x 15'MEMBER BEAMS -SIMPSON SOW WOOD SCREWS 3 d a- O M USE(4)ROWS OF 0131"x3'NAILS®8"0 C -SIMPSON SDS WOOD SCREWS ¢ -USP NS WOOD SCREWS Of 4-PLY MEMBERS -FASTENMASTER TRUSSLOK WOOD SCREWS p K (BEAM STICKS UP- IN ATTIC) 16°OR LESS x 15"MEMBER BEAMS -IF THE FASTENER POINT PENETRATES A MINIMUM OF 75%OF USE(2)ROWS OF APPROVED SCREWS®24°OC THE 4TH PLY OF THE BEAM,THEY MAY BE APPLIED FROM ONE SIDE OF THE BEAM,OTHERIMSE,THE FASTENERS MUST BE (3) 16d NAILS TOENAILED THRU B C INTO BAND PLUS 16°TO 24°x 15°MEMBER BEAMS APPLIED FROM BOTH SIDES AND STAGGERED USE(3)RODS OF APPROVED SCREWS M 24°OC -LOAD MUST BE APPLIED EVENLY TO ALL-4 PLIES,OTHERWISE. (2) 16d NAILS THRU SHEATHING INTO BAND AND STUD USE CONNECTIONS FOR SIDE LOADED MEMBERSto USE SPACING IS FOR EACH ROW STAGGER SPACING p cD �2 NOTE: NEW YORK STATE, SUBSTITUTE 20q. STRAPS FOR 26q STRAPS BETWF=N ROWS OF FASTENERS Q m 0 THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF p C'4 0) a FMH PLANS APPROVED BY D 0 S, MANUFACTURER' S APPROVAL NO M013-2015-001 io f GREGO 4/12/2016 6 27 21 ,4M EXPIRATION DATE 1/24/2017 WHICH HAS NOT BEEN MODIFIED IN ANY WAY w 0 d c Lli w Z F v FASTEN CEILING BAND TO EACH U � TRUSS W/(4)10d(1310)NAILS 8 a SE(3)10d(.131 0)NAILS TOE NAILED "� O w SIMPSON H2 5A EACH TRUSS 1r" (OR EQUAL CONNECTION FOR 601#) TRUSS TO TOP PLATE - Q UPLIFT CONNECT USE 8d(131 0)NAILS @6-0 C w o ION THROUGH DBL.TOP PLATE 20 GA GALV STRAP W/(5)8d NAILS EACH END USE(3)10d(131 O)NAILS Q O OF STRAP(OR EQUAL CONNECTION OF 601 LBS ENDNAILED PLATE TO STUD Q o O^ STUD TO TOP PLATE UPLIFT CONNECTION �y r� L 3 I DETAIL A �ID V 7 � -� 1F�• - cn co (TRUSS CONNECTIONS) J o ENDWALL-FASTEN TRUSS BOTTOM CHORD TO TOP C n q I z r-- USE \USE 16d(.1310)NAILS @ 8"0 C PLATE W/1O(0 1480)NAILS @ 4°O-C.OR 2!'1 1D J CiJ _ THROUGH BOTTOM PLATE SIMPSON LTP4 PLATES @ 21"O C USE 16d(.131 0)NAILS @ 8°O C 0 LL USE(3)10d(131 0)NAILS THROUGH BOTTOM PLATE - O ENDNAILED PLATE TO STUD USE(3)10d(131 0)NAILS z ENDNAILED PLATE TO STUD _ z 20 GA GALV.STRAP Wl(5)8d NAILS EACH END 20 GA GALV.STRAP W/(5)Bd NAILS EACH END O z W z OF STRAP(OR EQUAL CONNECTION OF 520 LBS)UPLIFT OF STRAP(OR EQUAL CONNECTION OF 52D LBS.)UPLIFT W O7 J CONNECTION SECOND FLOOR STUD TO FLOOR BAND (39)3/8"DIA.LAG TOESCREWS CONNECTION SECOND FLOOR STUD TO FLOOR BAND a_ O ALONG MATE WALL(MIN 1" f.-) it PENETRATION IN LAST BAND) 10d NAILS TOE NAILED @ 2"O C �l Q u 10d NAILS TOE NAILED @ OR SIMPSON LTP4 @ 10"O C w z 11"O C SHEAR CONNECTIO z SHEAR CONNECTION a-- o W o LCL _ N w o O w z CO 20 GA GALV.STRAP W1(5)8d NAILS EACH END OF STRAP 20 GA GALV STRAP WI(5)8d NAILS EACH END OF STRAP w O O r (OR EQUAL CONNECTION OF 520 LBS)UPLIFT CONNECTION F --- -- --- --- (OR EQUAL CONNECTION OF 520 LBS.)UPLIFT CONNECTION ), o ` o N u SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND w SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND 3 `— o m USE 8d(131 0)NAILS @ 6"0 C 20 GA GALV STRAP W/(5)8d NAILS EACH END THROUGH DBL TOP PLATET 20 GA.GALV.STRAP W/(5)8d NAILS EACH END USE 8d(131 0)NAILS @ 6.0 C OF STRAP(OR EQUAL CONNECTION OF 457 LBS,) USE(3)1O(131 0)NAILS OF STRAP(OR EQUAL CONNECTION OF 457 LBS) / THROUGH DBL TOP PLATE a UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND ENDNAILED PLATE TO STUD DETAIL B-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND—/ SE(3)10d(.1310)NAILS END "a 6 DETAIL B DETAIL B-2 NAILED PLATE TO STUD (SECOND LEVEL MODULE TO MODULE (SECOND LEVEL SIDEWALL CONNECTIONS) (SECOND LEVEL ENDWALL CONNECTIONS) o FASTEN SHEATHING TO RIMBAND Wl CONNECTION ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ � 9 m Ep (1)ROW OF 8d(.1310)NAILS @ 3"O.C (2)ROWS OF 8d(.1310)NAILS @ 3"O C O .-a c roa� USE 16d(.131 0)NAILS @ 8°O C USE 16d(.131 0)NAILS @ 8"O C un THROUGH BOTTOM PLATE THROUGH BOTTOM PLATE Q v USE(3)1 Od(.1310)NAILS USE(3)10d(.131 0)NAILS W ENDNAILED PLATE TO STUD ENDNAILED PLATE TO STUD N = (/1 LLI ' (28)3/8°DIA.LAG TOESCREWS � z ATTACH SHEATHING W/16 GA STAPLES ALONG MATE WALL(MIN.1" O a @ COC(TI EQUAL CONNECTION OF 371 LBS) PENETRATION G LAST BAND) ATTACH SHEATHING W/16 GA STAPLES � ♦— UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BSIMPSON RSP4 PLATE AT 68'0 C AND @ 2°O C.(OR EQUAL CONNECTION OF 371 LBS) (� C� V] ( UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND W W bA 01 EQUAL CONNECTION OO 1309 L09P S - _ r - z � SIMPSON LTP4 @ 7"0 C 10d NAIL TOENAILED @ 8"O C(ON SITE BY SET CREW) _ (ON SITE BY SET CREW) - - M y - 112"ANCHOR BOLTS TO BE 13"0 C O 1/2"ANCHOR BOLTS TO BE 68°0 C OR 5/8"ANCHOR BOLTS TO BE 1 B°0 C. p OR 5/8"ANCHOR BOLTS TO BE 72"0 C DETAIL C-1 (MAXIMUM 1'-0"FROM CORNERS) (MAXIMUM V-0-FROM CORNERS) DETAIL C DETAIL C-2 FIRST LEVEL SIDEWALL (MODULE TO MODULE CONNECTION CONNECTIONS) (FIRST LEVEL ENDWALL CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ (2)ROWS OF 8d(1310)NAILS @ 3"0 C (2)ROWS OF 8d(1310)NAILS @ 2"0.C. cn a a USE 16d(.131 0)NAILS @ 8"0.C. w >(D THROUGH BOTTOM PLATE USE 8d(131 0)NAILS @ 8"O C. - < d USE(3)1 Od(1310)NAILS > ENDNAILED PLATE TO STUD THROUGH BOTTOM PLATE Cn Q I 10d NAILS TOE NAILED @ 5"O.C 10d NAILS TOE NAILED @ 2"0.C OR SIMPSON LTP4 @25 O.C OR SIMPSON LTP4 @ 12"O.C 10d NAIL TOENAILED @ 2"O C , SHEAR CONNECTION SHEAR CONNECTION o OR SIMPSON LTP4 @ 9"O C } SE(3)10d(131 0)NAILS TOE NAILED N (ON SITE BY SET CREW) DO TRUSS TO TOP PLATE w Z co 3 0- O —USE 8d(131 0)NAILS @ 6'O C •'�o Q O O THROUGH DBL.TOP PLATE _ - �i LY USE(3)1 Od(131 0)NAILS W"ANCHOR BOLTS TO BE 16"0 C. ENDNAILED PLATE TO STUD VUSEd(.1310)NAILS @ 6"O C. (MAXIMUM 1'-0"FROM CORNERS) OUGH DBL-TOP PLATE OFFSET SHEARWALL CONNECTIONS 3)10d(131 0)NAILS END FASTEN SHEATHING TO RIMBAND W/ NAILED PLATE TO STUD -O (1)ROW OF 8d(1310)NAILS @ 3"0 C - OFFSET SHEARWALL CONNECTIONS OFFSET SHEARWALL CONNECTIONS LliN o FASTEN SHEATHING TO RIMBAND Wl FASTEN SHEATHING TO RIMBAND W/ ¢ p\j 00 THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF (3)ROWS OF 8d(.1310)NAILS @ 2°O C (3)ROWS OF 8d(1310)NAILS @ 2"0.C. o o l FMH PLANS APPROVED BY DO S, MANUFACTURER' S APPROVAL NO M013-2015-001 0 EXPIRATION DATE 1/24/2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY GREGO 4/12/2016 6 27 21 AM - w c� - a a c v� o Door And Windom' Schedule N � d- TYPE . QTY DESCRIPTION RO SQFT LIGHT VENT U DP SHGC EGRESS U Thermo Tru 2-3068 SolidUnder 50% o Q Exterior Door 1 Glazin 75 3/4"x82 1/2" 434 0 384 0.14 X N m Exterior Door 7 U Thermo Tru 2-3068 Glass Over 50% 75 3/4"x82 1/2" 43 4 21.9 38 4 0.27 X U J 2 NGlazin " Outswin o o Exterior Door C2 Masonite Fire Door 3/0 37 1/2"x81 1/2" 21 6 0 19.7 0 21 X `n . o' Exterior Door i A Thermu Tru 3070 Solid (Under 50% Glazing) 38 1,2"x66" 22.99 0 19 7 014 70 Q U' z 0 w Exterior Door 2 A Thermo Tru 3070 Glass (Under 50% Glazing) 38 1/2"x86" 22.99- 5 15 197 0.27 Co G o _ z Interior Door 2 H (2070) Interior Solid Core Swing Doer 26 1/11%86 3/4' 0 0 0 Q a F- z w J Interior Door 5 1 (2670) Interior Swing Door 32 1/4"x86 3/4" 0 0 0 0 Q of � N Interior Door 2 H (2080) Interior Swing Door Solid Core 26 1/4%98 3/4" 18 0 0 0 w a interior Door 23 1 (2668) Interior Swing Door Solid Core 32 1/4"x82 3/4" 0 0 0 0 o N o Interior Door 2 G (1668) Interior Swing Door Solid Core 20 1/4"x82 3/4" 0 0 0 0 M " 3 Interior Door 1 J (30) Interior -Solid Core Swing Door 38 1/4'x86 3/4" 23.04 0 0 0 a Window 11 3 Andersen 400 Series Double Hung 3046 38 1 /8"x56 7/8" 1485 -1031 5 73 03 50 0.32 X £a Window 4 SP Andersen 400 Series Double Hung 18210 22 1/8"x36 7/8" 567 29 1 78 03 50 0.32 O J m GN J Window 2 SP Andersen 400 Series Double Hung 3036 38 1/8"x44 7/8" 11 88 773 4 32 0 32 50 0.33 U) w N = Window 2 SP Andersen 400 Series Double Hung 3032 38 1/8"x40 7/8" 1082 .6.87 385 0.32 50 033 cin w � . Window I SP Velux Skylite FS, C04 21 1/2"x37 7/8" 565 442 0 0.43 0.23 _ - o a —-- '---- ----- 14 Andersen 400 Series Double Hung Triple -— — ------ ------- ------ ----- - -- -- - ----- --- -- -- �� Window 1 2052 /8"x64 7/8" 354 22 2 135 032 50 0.33 W q Window 1 3 Andersen 400 Series Double-Hung Triple 114 3/8"x56 7/8" 4517 30 93 17 19 0.3 50 0.32 X 3046 I ® � o Window I SP Andersen 400 Series Circle Top CIR30 36'x18" 45 107 0 033 50 037 O o 1 Andersen 400 Series Double Hun Twin Window 1 24210 g 60 1;8"x36 7/8" 172 102 6 2 03 50 0.32 ' �\ Window 2 16 Andersen 400 Series Double Hung 3052 38 1/8"x64'7/8" 16 95 12 03 6.67 03 50 0.31 X v Window 1 1 Andersen 400 Series Double Hung 24210 30 1/8"x36 7/8" 758 446 258 03 50 032 _T Window 3 Andersen 400 Series Double Hung Twin 3046 76 1/8"x56 7/8" 30.07 20.6 11 8 0.3 50 0.32 X 'o <,� UJ a- < 'sE r.,ja- o C� U f/ \c0 7r�1 Q � \ THIS FACTORY-MANUFACTURED HOME (FMN) PLAN HAS BEEN DERIVED FROM A SYSTEMSET OFt�" ��� FMH PLANS APPROVED BY DO S, MANUFACTURER' S APPROVAL NO M013-2015-001 EXPIRATION DATE 1/24/2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY GREGO 4/12/2016 6 27 21 AM (D 05/12/16 TEST HOLE CERTIFIED T0:USA R.BARDACK SURVEY OF PROPOSED SANITARY CROSS SECTION TOP.EL.10.0'+/- LOT 1 CO ER GRADE LOCKINGCASTIR� OL TOPSOIL-10' MOF PROPOSED GRADE 7PEIL11.0' PITCH MIN. 596 MAX SLOPE LAND'S END1BiFT PITCH MfN. 6'MIN. PROP. 1,MAX SM LOAM T /� /� PEL:10.0' �6 SAND -2. OB NO.:2015-301 SI T U TE A T MAP N0.:5909 V_9-2 INV.-'9.0' 15017 tNV.:B.S' (6)8'DIA. GALLON llUV.:g.3 XT DEEP 3' SP & FILED:MAY S 1973 ORIENT POINT S.T. GRAVEL 8 0' REVISONS: 3o MfN. - TOWN OF SOUTHOLD PREP FOR SCDHS APP. 12/29/15 SUFFOLK COUNTY, NEW YORK EL'2'D' WATER H.E.G.W. EL.:2.0' S.C.T.M. DIST. 1000 SEC.: 15 BLK. 09 LOT 1.11 IN REV.HOUSE LOCATION 1/12/16 Ir REV. PLOT PLAN 1/14/16 GROUNDWATER SP SAND REV. PLOT PLAN 1/19/16 ;' 15 8 0 15 3 40 5 60 75 90 105 120 135 & REV. PLOT PLAN 1/20/16 � � ! GRAVEL _14.0' REV. PLOT PLAN 1/25/16 SCALE. 1"=30' DATE.DECEMBER 4, 2015 HANDS ON SURVEYING REV. PLOT PLAN, REV. DWELL LOT AREA:42,861 SQ.FT =0.984 ACRE 12/04/2015 PREP. FOR T.O. SOUTHOLD S.C.D.H.S. ENDORSEMENTS STORMWATER 5/17/16 ELEVATIONS HEREON REFER TO NA VD 1988 STABILIZED CONSTRUCTION ENTRANCE "7- PROPOSED REGRADING NO SURFACE WATER EVIDENT WITHIN 300' Bo MIN 3'MI EMS77NG -—— 8 ——- EXISTING CONTOUR EJOSTNG PAVEMENT FLOOD ZONE BOUNDARIES HEREON AS SCALED FRONM GRO 6" 5 LICENSE NO.:050363 THE F.E.M.A. FLOOD INSURANCE RATE MAP �' '' FILTER MOUNTABLEBERM 2"STONE OR PRORLE CLOTH (OPTIONAL) 1.STONE SIZE-USE z•STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT MAP NO.:361030086 H-EFFECTIVE DATE SEPTEMBER 25, 2009 RECYCLED CO 2.LENGTH-NOT LESS THAN 50FEET(EXCEPT ONASINGLE RESIDENCE LOT KWERE HANDS ON SURVEYING 80'MIN A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. PROPOSED LIMIT OF CLEARING&LAND DISTURBANCE:27,000 SQ.FT. =61% 4.WIDTH-TWELVE(12)FOOTMINIMUM,BUTNOTLESSTHAN THEFULLWIDTHAT " b 2 POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IFSINGLE 26 SILVER BROOK DRIVE W ENTRANCE TO SITE. FLANDERS NEW YORK g 5.FLIER CL07H-IMLL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING ' r E PROPERTY SUBJECT TO TOWN OF SOUTHOLD OFSTONE. 11901 CHAPTER 226 STORMWATER MANAGEMENT CONTROL PLAN E"STN Q 6.SURFACE WATER-ALL SURFACE WATER FLOWING ORDIVERTED TOWARD CON- AND SHALL CONFORM TO ALL REQUIRED STANDARDS GRO ' STRUC770MENTRANCES SHALL BEPIPED ACROSS THE ENTRANCE.IFPIPINGIS TEL(631)-369-8312-FAX:(631)-369-8313 s Z IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERA fnrD. 10'AWN.ORMIA CH h 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED INACONDITION WHICH WLLL MARTIN D. HAND L.S AAIACENT ROADWID7H PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUSUC RIGHTS-OF-WAY,ALL SEDIMENTSPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING NOTES: PLAN MUST BE REMOVED IMMEDIATELY. 8 WHEN WASHING IS REQUIRED,fT SHALL BE DONE ON A AREA STABILIZED WITH THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE 1:PROJECT LIMITING FENCE TO CONSIST OFA STRUCTURAL SILT FENCE NOTE: TO INCL LVE PERIODIC 10 STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CONSIDERED TO BE A VAUD COPYAND SHALL NOT BE USED FOR ANY PURPOSE AS REQUIRED BY TOWN OF SOUTHOLD DRESSING WITH ADDITIONAL STONE AS 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 2:ROOF RUN OFF SHALL BE CONTAINED BY LEADERS GUTTERS THAT EMPTY RE-QuRED INTO DRYWELLS. DUSTMmcanONMEASLRES: L-METJTANLVOR SUBSURFACE 1)LIMIT VEHICULARSPEED ONSITEUSING TRAFFIC CONTROL SIGNAGE UNRECOREsaEENOTCCOROED Uv DWELLING FIRST FLOOR FOOT PRINT W/COVERED DECKS&PORCHES=2,626 SQ.FT. UMEOFSLEDAR,gTGUARAN EFD 2)WATER ONSITE AS NECESSARY TO CONTROL!7L/ST UNLEF'S PHYS,CAUYEVIOTNTAT iPF 3 APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST CONSTRUCTION THEE OF SURVF DRYWELL CAPACITY 2,626 X 0.1667=438 CU.FT./10.4 VF(REQUIRED) ) THEOFRA/DRDIMENSIONS�SHOVM HLPTONFROMTHESTFRASES B"ME PROPOSEANNES ARE RJR A 5'PEdFA: ASPHALT DRIVEWAY 5,250 SQ.FT. PURPOSEANDUSDTO IEREHTE �TIOnNO�F"T£NCES�RNLh� DRYWELL CAPACITY.5,250 SQ.FT.X 0.1667=876 CU.FT./20.7 VF(REQUIRED) �E�Y ro�°�N 1 WELL ANDAIJY 0711ER(.ONSTRILow TOTAL REQUIRED: 1,314 CU.FT. =31.1 VF IMPROVED IMPROVED roTM"� AL 0RA 7M PROVIDE(11)8'DIA,X 3'DEEP DRYWELLS(1,394 CU.FT.) > SfIX H(�W DENftV YORA6TA E O COPIES CY THIS SURVEY MAP NOTBEARING TNELAND SURVEYORS NAFD SEAL OR ENBOSSED SEAL SHAT L NOT BEOBNSIDEPED TO DE A VALID TITLE DOPY LOT 1O CFR FICA TRNJSINI)CATET)WAONSHALE RUN ONLY TO THE PL RSnN(S)Rx.VMnM THF SURVEY IS PREPAPFD AND UN H'S Bl HALF TUTHE ' TO CDMPANY GOVERNM!NTAL AGENOYAND LFNiJING INS Ii TE1HUN LISit(1 HF RLT)N,AND TU THE ASL!IGN!ES a THE LfhUNG INS>7- PJT)ON CEHBTIlATI-NSAPr NOTTPANSTLRASLE IL AUUIIIC)NAL INT.IIMJON:,CM SUBSLGIENT Q ON1JE;I ' O h N LA THAM LANE Spt� g9 OO• .culls BASIN 1 O N 88°57' 0"W 250.01' CABLE TLsrIKxE rr CONC. \ CON� HAY BALES v CATCHBASDRAINAGE INLET(TYP.) 'Lu ■ 3ILT(NG FENC FENCE FLOW E1 axe o —��__ ,� FLOW �.�C7�� • /'�/ C NCR • a ■ ■ ASHOUT 8X3 / \\ o /, AREALu zCA.) J o 4BX3 oG \ I p u- Wd f w 160.1' o S TRA W BALE INLET aLu Q � 1�• 1 ci VA A n �F � az-il �O Q (WOOD `���\\/� s ?o- \ a2�i o �Z PROTECTION DETAIL 1 PROPOSED LIMIT OF CLEARING �/ tRe�J \ a'�a�oo �0 4 ' � C14Z O EXISTING O &LAND DISTURBANCE G� mean ,. `t _ w op o o V Sw�aKCOUNTY DENRTAIENTOFHEALTHSERVICES O O /I// � \\zk yoAm�pci o --Xn'+���-t'K`,'--•%-�-. �i"-�',•`-��,'� c OFFICE oFwasTtwATLxMNAcsWNSANITARY 27,000 SO FT. o RI6 SYSTEM ATTEACLEAN OUTDETAIL Z k m o OFFER OR SLA Bx3 R� sTE OR OTHER W,q uaBLecovLrop 50.0 to 0 O I--,x /i \• n POSTS-OR2"ESTE$TORusW1PE TYPE R)CRO O 4 — I� \ \ > SEWER PfPE q77 HAFd7!/JOD •^L FENCE-WOVB4 VAFE 14 5 GALGE ` �� % X! 6"MAX MESHOPENiNG FILTERaDTH-WP4RTAM TABIUZED aX3 SATO SOIL J1 \\ 45 ELBOWS (IRAPR'a V®EOLNL wo CONS TRANCE �x -X �\ `AREEA / axe "� .z =_ BX3 \ Tvv aosr E 6 R o q PROPOSED PROJECT 4S ELBOW -- m LIMITING FENCE \ _ _v LL NDTEs t.M:STL,F�®G ¢U,y cT �I \ (SILT FENCE) p ' "W 280.09' 1 fAovEw wIFEFENCE(MrN r4/2 cALGEM4xr \ _ S O6 09 10 MESHSPAONG)VJITHRLTERCLOTHOVERFE "PACTEDBACXFILL 2 FILTERCLOTH TOBEFASTENEDSECLfaELY'70 ` —\ \ WOVEN VAFEFENCEI'"ITHTIES SPACEDVVERY24" 4 ' DRYWELL CROSS SECTION AT TOPA.NDANDSFCTb \ 3 N4ENTNOSECTKN OFFpJERCLOTHADJOIN `CLOTH6"ANN 1 '' EACHOT{£R TI-EY SHALL BEOVETtAPPEDBY SIX INTOGFDUVD EL.8.0'-10.0' INq£SANDFOLLLD \ LOT 12 4 MANTENANCESHALLBEPE AS 1 Askx Nl�'T ANDWTERALFEMOVEDVNEN'BLLGES- 4 DEVELOP INTFESILT FE=NC E SECTION WOVEN LYIFEFENCE(WN 1412 m ?yTYPICAL GALGEM4X 6"MESHSPAq ' V� y Sr PoSTS(TYP 36MLN FI=NCE PASTS 1D'MAX(33tlTEROC;E/4TER �Ve 116"MIN INTOT E XhD �O W PRECAST T - - - - - �b z YY�/�'y VACANT CONCRETE w - RING IICE L LL WELL Li R B'PENE7PATpN NTO 8' GFOIJND (sEESEUTTUnnWELL 2'ABOVEGROUND ATER ELEVATION EL:2.0' SILT FENCE DETAIL 70' vi b- 4 TIE-DOWN STRAP DETAILS FOR MODULAR BUILDING 17' "� 2 �. NOT TO SCALE _ _ „ , „ , n , r n , 413#-42# , n s ,_ „ , r n 4 4— �J -4 3-10-- ---3- 4 6—�73 13-4 3 6 3 3-10 ROUGH I ROUGH I I ROUGH ROUGH ROE G y MASONRY MASONRY MASONRY I MASONRY I I MASONRY OPENING OPENING OPENING OPENING OPENING STEPS TO GRADE ----------I -----------I o °° L----�---- ° ° D em ° ° 6'x6" ACQ POST ( --- I 6'x6" ACQ POST HOU ° o ANCHORED TO SONIOTUBE LIN STAIR TO � ANCHORED TO SONOTUBE WDD V ° o • ' (Minimum NAILED - -- --_-L- n a • o ° PORTION " - __ -- _ _-_--_ _ --__ _ ____ _ _ - ON CONCRETE YSED�SONB 2 BE K. double S'a�u 1 oN e�cORooT vT>1�s°Ne 2 BIE e e • �J o FOOTING FORMS - ®/ PROVIDE�2 x8 ACQ GIRDER/ / �"fl� FOOTING FORMS o ° II TVI o She r • . ° ° Ill s„ 6 Ill' tonne tors ° VIII 7,_6n IIIA not s oWn • , ( I QIII 6" IIIQ for cl rity • . AN °-8" '-s" '-8" '-e" '-a" '-8" • . MAnr XIMUM o 1110 • ° I I \`� :`; I - - 1 - -( - = ® Ytl 1O CONCRETE FILLED S *BF24*E ON BIG FOOT SYSTEMS "BF24" 1 �: I I •'• :���` ` � � PROVIDE T�2 x8 CQ FOOTING FORMS • I I ` '�����`� ° PROVIDE CROSS BRACING BELOW 17 PROVIDE CROSS BRACING BELOW 6" (4 p 6" 13 • • I l 30' MIN• ` ���� �'�� C' pNE #5 10' CONCRETE FILLED SONOTUBE - SECOND FLOOR DECK ABOVE �__� SECOND FLOOR DECK --- �_ O ___ _________- • ®p REBAR .:t,.` f . ��� ]r r•. - _� II - - - 1 • • LENGTH •� I REBAR ON BIG FOOT SYSTEMS BF24" 1 _ � _ - I I c�m o ,..•.�.: IN SHEAR FOOTING FORMS z o y� / C)° ® 6'IDEIPALL ANCHOR BOLTS a a �/�\ �� • I I .�;; CONE Q° /« „ O 2"x6" ACQ SILL PLATE FASTENED TO �n 6" CU , / 6" • I l ti%; m�' 6 , 6 I� N FOUNDATION WALL W/ 6/8"x16 'O m 12 • �. .. ., li 12 MIN, m lil m x_ • II .'. . ..': . . REBAR m v� z MIN. o o' °y- 00 • O ANCHOR BOLTS ® 72" O.C. N o • �'a I I FROM LENGTH I c��I I I Il Y� " III _ CORNER WLUa Il�o 2ND STORY ao IllOfw 5'-6" 12"AFROMNTHERENDS OF EACHSILL5 -6 III ® III • I I ° . w III ® w�I I v�6 w 0 DECK SABOVE U w DECK ABOVE < I TERMITE SHIELD ll185 III i m w ''' OVER SILL SEALER o " 11 I I :• . 03o I Ih° oil II o 0 o STHDI OR I °°STHD10R� STF?D1 ORJ I STEP DOWN WALL- I I s� I110� HDU4 •"- 00 .5 llo o II FIELD VERIFY GRADE #5 �ItVtPSON ISSTRONG TIE— am III — — — "� ���NDU4 Ilam — — — — — — — ACQ BOARD" — — I — \� III 10"- - PROVIDE FLUSH 2'x8' 2820-WADUOUTY 2820 1pkDUTiLITY — 2820 (jT1LITYi-�7 - 2820 UTILITY —T r ACQ LEDGER BOARD Rebar STHDI4RJ• STHD10RJ• STHD8RJ //r�/r�/n/�n/r�irr�/rr/rr� D > > HDU8 ', .•" /1//1l//1//1l//1//11/l!///1/ll� . . �._-._�., ,�..� II 1,-g„ `- (min,) - - - - - - - - - -� TIL - - - - - - � - - - - - - - - - - - - `- - - - - - - - - - - -I 10" THICK -� � CONCRETE WALL — to'x2o" CONTINUOUS I 6'-4" CONCRETE FOOTINGS 9'-0" HIGH ( s HDl 8 REINFORCED W/(3)#4 REBAR CONCRETE WALL OD Iz I I ST I C SE TUI I I I I, UP 1MP ON - TRIONG—TIE• OUGH Pmt size by wD�� I I I � BASEMENT STAIR U BE I � HDU8; HDU 11 Des6gne� (HDIU2, HDU8, I 3 BUILT N SITE BY BUILDER �° W� HDU11, and HDU14 I rD g 15'-s" �-----� WQI HDU8 14,- IMASONRY3'-s" M -, sooner) I ! !7 L-----� SSI PROVIDE I Ow OPENING M9 - 0 BASEMENT �____� I DDRAINAF J I I o ,----- I I I 6„ 4' CONCRETE SLAB OVER I I • PPesmuvetive-tmseted barrier I I I o 6' CLEAN COMPACTED SAND w� � ° � w I Q • Q I ALL POURED CONCRETE 8 A - Q o Aw MROUGH 3'-4" may beuired for • connectorsI I ATTACHED GARAGE I 3000 PSI STRENGTH O 28 DAYS I w� o ROUGH In 'COntsCt' VV9�I I COLUMN REQUIRED BY 3-1/2" STEEL LALLY COLUMN REQUIRED BY 5; "' HDU8 I OPENING Ox p�ese�etive-t�ee4®d vv00d I I I MODULAR ANY- COLUMN ON 24"x24"x12' MODULAR HDLD DI COM N a= � 4" REINFORCED CONCRETE � HOLD DIMENSION CONCRETE FOOTING TYPICAL I 10" I SLAB OVER 6' CLEAN I —1 F -1 F F _ - - - F - I 31 -6 �t I COMPACTED SAND I o I BY MODULAR CO PANY L I I r_ BIG FOOT SYSTEMS °° ; I I I I ��- _ � � -� -J F 0 0 TI N G F 0 R S , ° I ;' •: I I I , "I T-3" T-3" T-3„ " UP '-4" s_61, " '„ sT DBRJ STEP DOWN WALL- 6, ," a o d ENDWPALL ANCHOR BOLTS I ENDWALL ANCHOR BOLTS ENDWPALL ANCHOR BOLTS 1 — — NOT TO SCALE 2"x6" ACQ SILL PLATE FASTENED TO ( �2"x6' ACQ SILL PLATE FASTENED TO 2"x6' ACQ SILL PLATE FASTENED TO FIELD VERIFY GRADE ° ' I FOUNDATION WALL W/ 6/8"x16" I I o FOUNDATION WALL W/ 6/8"x,6' FOUNDATION WALL W/ 6/8"xi6' - V ANCHOR BOLTS ® 18" O.C. ANCHOR BOLTS O 72" O.C. } ANCHOR BOLTS ® 18" O.C. LJ V LI I I PLACE ANGORS NOT MORE THAN p---+ I PLACE ANGORS NOT MORE THAN Q PLACE ANCHORS NOT MORE THAN >; I S11�PSON STRONG—TIE: 12' FROM THE ENDS OF EACH SILL L--- 12" FROM THE ENDS OF EACH SILL 12" FROM THE ENDS OF EACH SILL U �0 BIIGFO�OTSYSTEMINC. HDU4; HDU8; HDU14 I I i——— I g 1——————— �0 I I �— I I I ��I MAHBIGFQOT TOLL FR BAY,NOVASCOTIABOJ , „TOLL FREE:1-800-934.0393 NO * 15-9 En m I ROUGH pLIONE g27-1800 I s I HED RADE* — — °° wa I IMASoNRY6'-8" SYSTEMS 71:om�®9�. FAX: ) -1700 W I I 0 ZEXTERIO OPENING WWW, .00Rt I I r` o ( PRO ROUGH I = ARE PLUMBING FOR I HDU4 I STEPS UP PROVIDE FLUSH 2"x8' °o I FUTURE BATH ST FLOOR o ci ACQ LEDGER BOARD IC,O° I I I I 10' - U rk'.. a — A. No (2)2-x8- FLUSH IN N � — /�/�/lf//�/ 6CC RDER - „' HDU 11 - �.. � . � 1 . GUARDRAIL — * _-�---- -WNDO , — —0FDoW— -t— ,IIND-O 11-* - I rDOW — '/\` 2 20 UTILITY " 2820 UTILITY 2 20 UTILI _ -------I III PROVIDE FLUSH 2"x8" ACQ LEDGER BOARD I I I OECKM HDU14 HDU11 HDU11 HDU14 -------I IIIm VIII A.JOIsrcONNECTM ------J Ills °III BRAd�T 0° �IDEWALL ANCHOR BOLTS' TROWEL ON ASPHALTIUM D� olll ®�gp I I IIID `O 2"x6' ACQ SILL PLATE FASTENED TO WATERPROOFING ON THE m o ATTACFSBdi I--------I IIID < n ETERIOR WALLS BELOW 122 <® FOUNDATION WALL W/ " O x16" 7 -6 GRADE & OVER THE TOP a • ANCHOR BOLTS O 72 O.C. OF ALL FOOTINGS . III I--------- III< ro PLACE ANCHORS NOT MORE THAN x D.4WAYOONrEMM -------- Ig N0 N ."- 12' FROM THE ENDS OF EACH SILL o STEPS TO GRADE 6" 12 ' O '-4" '-4" '-4" ' SII 6" RIM JOIST .`. � 12' CONCRETE FILLED ��_—___--- � ________- --__- -- ____ _--_____= 1Y CONCRETE FILLED SONOTUBE ON 24'x24'x12" __ ___ ® __ __ (222'x8' FLUSH �CQ_GIRDE� 0 ---------- ® ________ SONOTUBE ON 24'x24'X12' JOIST CONCRETE FOOTING TYPICAL I -- , - _--6„ -- CONCRETE FOOTING TYP BULT4 P MM L- I �a o ( T a o FOOTNG ANCHORED TO SO OTUBE ° B BEAM :710N , 6"x6 ACQ POST I I IT o • m �of I � o I l m a. 3+-6"m m l l 6'x6" ACQ POST ' BRAd�r AN OR N -, 0 F -LI I I-, ". _ I x I _ ,, ( CHOKED TO SO OTUBE . 9 all POST _____ C.BWAYCONNBCTION � (2)2'x8" FLUSH ACQ GIRDER D ROUGH ROUGH ROUGH F ROUGH ROUGH MASONRY J MASONRY MASONRY r --------� MASONRY - MASONRY OPENING �IC OPENING OPENING OPENING OPENING tIOV 1 2t7i� 3'-10" '-4" 3'-10" 2'-10" 3' 3�� I 1�F' - 3' 4" 3' 2 -10 I 17' 11 I ----42' ___Jl BUILDING DEPT. � I To«'N©F SOUTHOLD 1. NSTALLATION m BE cmf tETtm N AOCOtmANCE WITH YANUFAOTIFms SPECIFICATIONS. _...NOMI---- S - G ---- I 2 DO NOTSCALEORAWNOS 70' STEPS TO GRADE &�������� ��� �-----------J *REVISION DATE: 11 /10/16 REFERoMMAM5S&M *REVISION DATE: 08/26/16 CONNECTION OVERVIEW FOUNDATION PLAN NEW FOUNDATION FOR ��• SCALE: 1/4"=1'-0" THE BARDACK RESIDENCE ORIENT POINT Gh• ��� << �' TOWN OF SOUTHOLD, NEW YORK s•rv±•;"t MICHAEL W. BEHRINGER ARCHITECT SOUTHAMPTON, N.Y. 631-287-9474 05/17/16 1� F ,9 STAIR TO MATCH CENTER LINE OF THE IDDLE FRENCHDOOR UNIT IN 1ST FLOOR LIVINr, R00 ABOVE 70' (- SEPS TO GRADE r- ---------—- - J 1T 11 I I----- - --- I 2' I I > » , » » , ,_ " —— ————— , » 6"x6" ACQ POST lt( -4 4 -9 -4 3'-10 3 6 _ _ -_ 14 -8 3 6 3 3 -10 - 7I �'��,ROUGH ROUGH ffb F� ROUGH ROUGH ANCHORED TO SONOTUBE MASONRY MASONRY �- __MA5QNRL -- MASONRY MASONRY TIE -DOWN STRAP DETAILS OPENING OPENING OPENING OPENING OPENING _ _ _ _____ __ _ __ _ PROVIDE FLU GIRDER _ _ ____ _ _ _ 1n I— � _ -___ _-__ _________ =====1====� --------- (2)2"x8 ACQ G =______� _____ _____ �� 12" CONCRETE FILLE {�R io'a 0.9 r e�I�t-�R BUILDING \J P OVIDE CROSS BRACING BELO O ROVIDE CROSS BRACING EELO � SONOTUBE ON 24"x24"x12" SECOND FLOOR DECK ABOVE SECOND FLOOR DECK ABOVE I CONCRETE FOOTING TYPICAL NOT TO SCALE L;� � 6' W ' 8 I -3 III N -3" -2" B'-3„ _1» ( 6» 5a III 0" 0" oj11 " z 0�' 05 1 L) Qw 110 L`� w� 00111 ° ° m 111 `` " 00 SIDEWALL ANCHOR BOLTS `L'® ``III 1 ' v,o III a 9'-6 ¢N 2"x6" ACQ SILL PLATE FASTENED TO TROWEL ON ASPHALTIUM ¢ a 11 ° ° `o' I ¢ ~ FOUNDATION WALL W 5 8"x16" c~ a W W II x vi / / WATERPROOFING ON THE x cn III o ° L> III ,0 ANCHOR BOLTS ® 72" O.C. EERIOR WALLS BELOW ,0 �11 ° ° w z PLACE ANCHORS NOT MORE THAN GRADE & OVER THE TOP In o� III 0 12" FROM THE ENDS OF EACH SILL OF ALL FOOTINGS 0 I II ° ° o w III TERMITE SHIELD o 11 0 o I OVER SILL SEALER I HDU4 HDIJ STHD10RJ STHD10RJ STHD10RJ II STEP DOWN WALL- o ° 1 I PROVIDE FLUSH 2"x8" I FIELD VERIFY GRADE I0 0 NAILED _— -- —I ACQ LEDGER BOARD — 11 10"— PROVIDE FLUSH 2"x8" 2820 UTILITY 2820 UTILITY i 2820 UTILI 2820 UTILITY 1 ppRTIpN — / DO WINDOW I DO DO o ACQ LEDGER BOARD ° HDU8 Ii 0 0 �/ 1 -o» , ,�/ ILL J_ _ - - - � %,� -- - - - - - - - - - - - /% I i ,, i�'i,;/tel/i�/%//i%%�/•//,/%iii i% I / I CK ,/%"!--- -`// //,%'i�� �� ,i/� �� CONCRETE WALL ° ° ( I /� I— -- -- — 10"x20* coNnrluous 6'-4" ° ,, r CONCRETE FOOTINGS HDGH 8 ° REINFORCED W/(3)#4 REBAR CONCRETE(WALL / OD ° o \�� / I z STAT CASE UP ° o HDV R SPAN ( o BASEMENT STAIR TO BE I / 0 • I A17' M j j I I I o BUILT ON SITE BY BUILDER e °• G�CP�PI')um ' y. I j --- HDU 8 e Ax r- w ROUGH e double stud) � `\\` � I � 15'-9" �----- I o W 14'_^I» MASONRY3'-6" ° o • ����� I >_ Q 7 77 L------I s g "> PROVIDE I OPENING Nj/ I m J � 0 BASEMENT ---_ a DRYWELL FO • ,, I DRAINAGE 301 HVIONE #s f% She r • • REBAR �' :w REBAR I I „ LENu H F 4" CONCRETE SLAB OVER o • '` `1' / IN SHEAR o 6" CLEAN COMPACTED SAND EXTERIO tonne tors •.;•:; - cpNE I / I I I---- w� STAIR not s own • • ��t'; 1� MIN. Iz• MIN, ,� L_ �m ,/� / ALL POURED CONCRETE TO BE k' REBAR I %/ 3000 PSI STRENGTH ® 28 DAYS ¢ oARFAWA" ROUGH r 1 I , FRAM LENGTH I %� I ATTACHED GARAE / ow for C� rlty ° ° _�•�'`� ' CORNER COLUMN REQUIRED BY 3-1/2" STEEL LALLY 1 COLUMN REQUIRED BY 5� M HDU8 OPENING 3'-4" % MODULAR COMANY- COLUMN ON 24"x24"x12" MODULAR COMANY- 0� ✓ i,. /% I HOLD DIMENSION r<J • , i%� 4" REINFORCED CONCRETE // COLUMN FOOTING TYPICAL HOLD DIMENSION 10„ SLAB OVER 6" CLEAN / I - - -1 ` � T � COMPACTED SAND / ��11fiPS0�T STRONG TIE- 31,-6„ I � __ ___ ®- - - - �— SH �IR�FR - - - - —� II T THD 14ke1; STIED l ORd; STHD 8RJ %%%" BY ODULAR COMPANY - • I I �� I ! I I 10"I '-4" 7, �-7'_3" 7'-3" 7,_3,r 7, » I� -6'-4„ ,-61 �. STHD8RJ » li V� I UP STEP DOWN WALL- 6 -2 • i ,� END>>�ALL ANCHOR BOLT I / END%ALL ANCHOR BOLTS ENDWALL ANCHOR BOLTS 10 FIELD VERIFY GRADE e • I I %'t'' 2"x6" ACQ SILL PLATE FASTENED TO 1 � �2"x6" ACQ SILL PLATE FASEPlED TO 2"x6" ACQ SILL PLATE FASTENED TO FOUNDATION WALL W/ 5/8"x1E" I I ,� FOUNDATION WALL W/ 5/8"x16" FOUNDATION WALL W/ 5/8"x16" / - • • I I - ° / ANCHOR BOLTS ® 18" O.C. ANCHOR BOLTS ® 72" O.C. } ANCHOR BOLTS 0 18" C.C. PLACE ANCHORS NOT MORE THAN I -- - I PLACE ANCHORS NOT MORE THAN z PLACE ANCHORS NOT MORE THAN •• J1"� I I �. ' I I 'i%2 I 12" FROM THE ENDS OF EACH SILL L -- ' - 12" FROM THE ENDS OF EACH SILL / 12' FROM THE ENDS OF EACH SILL d' -- -- J I I I f i DesignUj er r HDU 111, and HDU14 i ;� r I I o o % *VERIFY FINI HED SLAB r 15'-9" N m I ROUGH Rebar / --- m I I ¢ I I » �CPitI�O��� I I HER HT & FINI HED RADE J — — — — — — — — I I o w W OPENING 6'-8 o oZ I PROVIDE ROUGH I a I AREAiYA ii I 1 I 0 1 PLUMBING FOR I ® %' STEPS UP / PROVIDE FLUSH 2"x8" �% o I FUTURE BATH I I • r i Hr,U4 `-j / j` 1ST 1-LOOR 0 ACQ LEDGER BOARD , o _ 10" / may be required for I �/%� / a® cannsctours 6n contact with SIMPSON STRONG-TIE: LO preso�at6v�treatodd��o i `'� I- - - - - - - - - - -. -J N0 - - - - - - - - � � Z - - - - - - - - - - - - %� � r 1 I ;2 /� 2 2"x8" FLUSH I I HDU$; HDU11 0 i / I j j,,.;, ilT/l/7/ll/T//l///lT/l/7/T//T/T/T/lT//l%lT/� - _F C(�Gf RCER % ,i -- _-- /.,: / /� H DU11 ': — 2s2o urluTY 2s2o urluTY 2820 UTILITY— — _ _ 2820 UTILITY - - V,NDO i — — — —WINDOW — WIND-W INDCW — �II— - 111 PROVIDE FLUSH 2'xB" ACQ LDGER BOARD12 III HDIJ14 HDU11 HDU11' HDU14 I--------I lii� W11 o i I , I L -------I IIID o" 5" 5111 5111 o�-Y-ri- o _ _____ I JjJ0 a SIDEWALL ANCHOR BOLTS _j o 0 D I JII� w O 2"x6" ACQ SILL PLATE FASTENED TO w ° VIII may° 00 FOUNDATION WALL W/ 5/8"x16" 7'-6" o ®� F -I IIIA ¢ ANCHOR BOLTS 0 72" O.C. ¢ 0111 T PLACE ANCHORS NOT MORE THAN ao ¢III J'dF`�ON STRONG-TIE: I w •x o 12" FROM THE ENDS OF EACH SILL N p 011 , ———————1 „ IJ N » , r » , 0 L SEPS TO GRADE J 6 -$' '-4 -4""— -4 6' IIDU4; HDUB; HDU14 1 12" CONCRETE FILLED 1 IF 12" CONCRETE FILLED SONOTUBE ON 24"x24"x12" y ® --------- (2 x8 FLU ACQ-ORDER --------- ® SONOTUBE ON 24"x24"x12" CONCRETE FOOTING TYPICAL Tri ___ __=6„ =________ = =====_ I CONCRETE FOOTING TYP Cyr V ¢L J 6"x6" ACQ POST O T// 3# c I IS o ¢io 3�-6� 01 I I 6'x6" ACQ POSTAl ANCHORED TO SONOTUBF { w + o oX® ANCHORED TO SONOTUBE it -e, I I I "wI " (2)2"x8" FLUSH ACQ GIPDER - ROUGH ROUGH ROUGH �L � � ROUGH ROUGH MASONRY OPENING MASONRY I ________ MASONRY - MASONRY OPENING OPENING OPENING !I� � � OPENING OPENING T --3'-i0" '-4" 3'-10" 2'-10" 3' 3' 1 14 3' 4" 3' 2'-10" L——————------� - 17' 11 2'--- - 70 L- STEPS TO GRADE -J I _P""� O �� JNDATION SCALE: 1/4 =1'-0" NEW FOUNDATION FOR " I_Di,��•� THE BARRACK RESIDENCE �,A ORIENT POINT , .� I, ! : f. TOWN OF SOUTH OLD, NEW YORK %�q•:yo OF W MICHAEL W. BEHRINGER ARCHITECT SOUTHAMPTON, N.Y. 631 -287--94't'zi 05/17/16