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HomeMy WebLinkAbout41484-Z �O�vz= UFFOL,�CaGy Town of Southold 4/5/2019 P.O.Box 1179 C= C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40298 Date: 4/5/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5740 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.4-41.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2017 pursuant to which Building Permit No. 41484 dated 3/31/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, REAR STOOP, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Stuckart Jr,Paul&Ana of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0051 03-26-2019 ELECTRICAL CERTIFICATE NO. 41484 12-07-2017 PLUMBERS CERTIFICATION DATED 04-04-2019 qP orge S BK Jr c goh d Signature gUffDl,tCOTOWN OF SOUTHOLD - BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o� • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41484 Date: 3/31/2017 Permission is hereby granted to: Stuckart Jr, Paul 5740 Main Bayview Rd Southold, NY 11971 To: demolish an existing single family dwelling and construct a new single family dwelling per SCHD approval as applied for. At premises located at: 5740 Main Bayview Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-4-41.1 Pursuant to application dated 3/27/2017 and approved by the Building Inspector. To expire on 9/30/2018. Fees: DEMOLITION $394.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,630.40 CO -NEW DWELLING $50.00 $2,075.00 �r F r i Buildin Inspe Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. ,3 fZ�hT New Construction: V"� Old or Pre-existing Building: (check one) Location of Property: 5740 MCC(,, a, _�5c>tcPei o1cL House No. Q Street L Hamlet Owner or Owners of Property: ?p,uI 1154uekaA 3r euv-__ And _P51"t,kaC`I Suffolk County Tax Map No 1000, Section Block y Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: TCS /}, 54yekQei- —jr. Health Dept.Approval: f D Re —16—0051 Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 1/ (check one) Fee Submitted:$ Applicant Signature pF SO!/��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 Q lycOUNTY,�`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stuckart Jr., Paul Address: 5740 Main Bayview Road city,Southold st: New York zip: 11971 Building Permit#: 41484 & 40546 Section: 78 Block: 4 Lot: 41.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical License No: 3897- ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor , X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 2 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: "Modular House" - BP# 40546 - H-Frame Service BP# 41484 - Dwelling Notes: 14 ARC Fault Circuit Breakers. 7 57 Inspector Signature: Date: December 7, 2017 0-Cert Electrical Compliance FormAs Town lull,53095 Allain Road _ Far(631)765-9502 P.O.Box 1179 - 802 Southold,New York 11971-0954 D BUILDING DEPARTMENT APR - 5 2019 TOMNT 03F SOUTHOLD_ TOWN OF SO OLD OERTIF1101 TI+fesISI Dater Building Pemit-No. L4 Owner. PPr�A� A (Please print) Plumber. ovix <2- - ?ease print) I certify that the solder used in the water suppler system contains less than 2110 of 1% lead. her$Signa - Sworn to before me this da,of 202�L Notary Public, i Oouuty souTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f"-vu- , dv v`✓ rwi I te.,- b.4,smw r. 7�� i%" o K✓ r . I vVV to✓ 'a n� '�a r✓ I J Wr V4VIL.4 Of/ COW,44 DATE INSPECTOR i l o��OF SO�T�ol � o coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 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. b- - - ✓ It Uoy��Z DATE INSPECTOR �,OF SOUTy �o� olo N o UOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRI G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) EMARKS: S h I� • (�Vi X- S N.;00, • 9A64 W UVK rr N DATE INSPECTOR i I �pE so comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION , [ ] 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) R MARKS: q, AVA 1 '01Jl DATE �' INSPECTOR pF SOUIy� Icoum, TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r__7e, DATE 7 INSPECTORS-c ,f , OF SOUT,yO h� 'o # TOWN OF SOUTHOLD BUILDING DEPT. courmN 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL V® Cin [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: b2fVA S �{'SNI J • DATE INSPECTOR ® V39 U'V[a N.EW YORKInrIGROUP BUILDING APR - 1 2019 TECHHOL0GY r-y TOWN OF SOUTHOLD Affidavit Of 2015 IECC Compliance Date: 3/8/2019 Inspection Address: 5740 Main Bayview Rd, Southold NY 11971 This is to Certify that on 03/08/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 1982 Blower Door Test Result: Conditioned Volume: 1 17838 Leakage in ACH50: 2.8 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Main Leakage CFM@25: 72 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 72 CFM@25 Leakage Limit: 80 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: IPASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com ? 2f lam' FOUNDATION(IST) FOUNDATION(2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y; STATE ENERGY CODE WAMM MIN war MATTWI �z ADDITIONAL COMMETYTS rA� - Odfflwl ME!, 0 "'LIA ff If' SIM WN' MS-1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the'following,before applying? TOWN HALL Board of Health_ SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey_ SoutholdTown.NorthFork.net PERMIT NO. `heck Septic Form N.Y.S.D.E.C. Trustees D V C.O.Application v Flood Permit Examined ,20 Single&Separate MAA ••2 7 M7 Storm-Water Assessment Form r / Contact: �' �n�'r SiV_C1iQ4+Jr' Approved ,20 1 �/ ail to: b Imo! Disapproved a/c r�Q �F SOUTH®;, SOLI, Phone: Expiration '20 Building Inspec or APPLICATION FOR BUILDING PERMIT Date AbAcc,h 19y: -1201 INSTRUCTIONS r- 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. I `( c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of This application,'the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what"so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has`not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of building's, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,'ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections: (Signature of applicant or name,if a c poration) 59' O 0j v; _ Iy , (Mi ' address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder n4.V YZ.?—Y Name of owner of premises �� 1 ►q �M(A � �' Cc WJ &a R (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License NoEJUA4W thtjjAr fWU6 &O-N -114-11"t- Plumbers License No. PocD ;e_ Ircc - G.- 1� 5 1,3 ���-1�b�8' � r�z �' �✓'� Electricians License No. '� &N-asSr- 3il7 - ML' d;srhv06,s/ne� Other Trade's License No. &a, hL4GL � �f�G' 1. Location of land on whichroposed work ill be done: 4(� Ma' B )NtA o t t-��►o C� House Number Str&Y Hamlet County Tax Map No. 1000 Section ,Block• . Lot ��. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy r,Yv\. � rd 3. Nature of work(check which applicable): New Building Addition Alteration Repair 'Removal Derriolitic Other Work _l Nee (Description) 4. Estimated Cost ;� 5 'Fee' jsl ^ . i (T'o,=``b paid on,filing this application) 5. If dwelling, number of dwelling units Number(of.�dw6lling units on each floor61, a y1—-�[0r) If garage, number of cars ,6. If business, commercial-or mixed occupancy, sp it y nature,and.exterit of each type of use. 7. Dimensions of existing structures, if any: Front ural 1444,.1 Rear ion-,&l Depth /j4'j-„,.&lr�k I••a�16" Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front&k-36' ' Rear w�fr�.�i/`Depth ka4 S �' r/J&� Height 36 ' 6-1 Number of'Stories " 9. Size of lot: Front /a M .60 Rear'" ?�'�� �� � a Depth A4 sJe 30,61 / H,,dz 3Co•63 r'o+ti(;n Q-ILA- IO Dlq/ /J ff�� I& Date of Purchase at,5`� � Name of Former Owner'C 1<!y F}' n1ja 1'.. Zone or use district in which premises are situated Zmce . 0(y) 1 . Does proposed construction violate any zoning law, ordinance or regulation? YES NO 1 . Will lot be re-graded'? YES : NO .Will excess fill be removed from premises? YES NO 14. Names of Owner of premises,, ka_vtAddressfjBWviW ikhone No 5-Ao 315-353 Name of Architect Address1520 A+q' t No 0 5 t, Name of Contractor S,, - V � �A,4dres -.2, 5�/R/6, nZ4. -Phone No r - -76 J 1 a. Is this property within 100 fee of a tidalwetland-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,, r 16). Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 1 . Are there.any covenants and restrictions with respect to this property? * YES NO V"' IF YES, PROVIDE A COPY. S--ATE OF NEW YORK) SS: C LINTY OF� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, e Xek of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; th it 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 s6t forth in the application filed therewith. Sworn to before me this day of 201j_ Notar Pub is TRACEY L. DWY Signature of Appli y NOTARY PUBLIC,STATE OF NEW YORK NO,01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_0/6 r Scott A. Russell SUPERVISOR o 1\M1A\NA(Gr)E1\M[1EN`]F SOUTHOLD TOWN HALL-P_O.Box 1179 O Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of Southold CHTAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAR 9 2017 (TO BE COMPLETED BY THE APPLICANT) - --- ---I DES--THIS----PROJECT—IIS® E— —MLLOWING. ----- Yes No (CHECK ALL THAT APPLY ®� A. Clearing, grubbing, grading or stripping of land which affects more 13 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.. ❑[4 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t EIQ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. f ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County 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 Cbeck List Form to the Building Departm Lwith-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date NAME: ,J Section k Lot I-OR MILDING DEPAF?" .TENT 1_U- OtiL'; Contact Informattorz C' /f�� �� 35�� Reviewed By: J)j"P..:A - - - - - - - - - - - - - - - - Date: 025 o2?- 1� Property Address / Location of Construct ton Work — - - - - - - - - - - - - - - - Approved — — — — — — — — — — — — — — +-- j Approved for proceJJtng Building Permit :J ( v` v/ Stormwater Management Control Plan Not Required. Stormwater Managen;e„t Ccrtrcl P!3,- , .J Rcqu,red. LJ (Forward to Engineering Department for Review) FORM s SMCP- TOS MAY 2014 I • i APPLICANT ' tPropert)•Owner, Design Professional,Agent,Contractor,Other) S.C.T,M. #: 1000 b�S�k CHAPTER 236 W Stormwater Management lControl Plan CHECK LIST NAME, �A 1 '�� Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Mn,.I•,n,i tt+ Date: v * The applicant must provide a Complete Explanation and/or Reason for not providing "giiai,ic T,,�,bM�„�,�t, p�,7—• dol l all Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any It m, Please Provide Justification Here! a1`1ow all of the following items; YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries l h. 'Total Site Acreage; c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c)(2). d. Teat Hole Data Indicating Soil Characteristics&Depth to Ground Water. Backhtt, ORP.ovideEngineeiI GeFtikcatGR e, Limits of Clearing & Area of Proposed Land Disturbance. Ulm rtie draindip has been . f. Existing & Proposed Contours of the Site (MinimumZintervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). k Location of proposed Construction Entrance/Staging Area(s). I Location of proposed concrete washout area(s), 1-n. Location of all proposed erosion&sediment control measures. 2. Stormwater Nlanagement Control Plan must Include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-atte the run-off from all impervious surfaces generated by a two(21 inch ! rainfall/storm event. 3 Demils&Sectional Drawings for stormwater practices are required for approval, - ----- Items .---Items regulring details shall include but not be limited to• a. Erosion & Sedttrtent Controls, b. Construction Entrance & Site Access. i BUILDING METE- c. Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) ® TOWN OFSOUTHOLD d Leachin.g. Structures (e.g. infiltration basins,swales,etc.) 01; LNG INl•:l•:lilN I.) ;13f7R' J ONLY tY�`�.. _. . ... ._.� e_...i: ....__.:_....•:::::::::•::•.-:::.::;:=._:::;:,:::,-: .•:...;.._�._:::. :-:-•. . - . , . . Additional Information is Required. Approved By:Reviewed & 1 F-1 Stormwater Manageme t Control Plan is Not Complete. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Stormwater Manageme t Control Plan is Complete. Date. *329 7 i ,� SMCP has been approvId by the Engineering Department. I I FORM 4 SWCP Check List -TOS MAY 2014 i St1fj TOWn Hall Amex J Telephone(631)765-1802 54375 02, P.O.Bode IlRoad y l) • ro-ger dchert x{n8 r 5[ Vusr Southold,NY 11971-0959 �,,,, `r`� Q r ,� c 4 i 7-1 j_ BUILDING DEPARTMENT NOV 1 4 2017 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SOUIHOLD REQUESTED BY. . ',5� �v r� Date: z /7 Company Name: ( S„ret-s E54 c.-'ri c� �-�c/ ►�e ; . Name: - Ucense No.: Address: Phone No.: 9,Z .3 JOBSITE INFORMATION: (*Indicates required information) *Name: � rA Stv c,k a�I" *Address: 57�� �l� h � vc e-�-(2,/ ley *Cross Street: K kj� J eg�� *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: - *BRIEF DESCRIPTION OF WORK(Please Print Clearly) nal (Please Circle All That Apply) *Is job ready for inspection: CYE NO Rough In n I *Do!you need a Temp Certificate: YES Temp lnfnrmation(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION _ _�fw 4 B24Request for IrmeMon Form ;���S�F�OCx G Town Hall Annex �� ��4� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P. O. Box 1179 o z ,r Southold, NY 11971-0959 •rr�0� ��p�`�J BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner. �4.�. I A • KC�r�•_)� A,nGt 1�nQ -R -hAri"�' Location of Property: 4/v da,ki Bam 04 t RcL Sotv461 GL Please take notice that the (check applicable line): New-residential structure Addition to existing residential s(r660re Rehabilitation to an existing residential structure to be constructed or performed at the subject prgperty reference above will utilize (check ap icab(e line): Truss type construction (TT) Pre-engineered wood construction(PW) Timber construction (TC} in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Sz Floor and roof framing (FR) Signature: C4 a- Name (person submitting this form): ,Gt,9.l .i�1 � Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1112015 6" DIAMETER ZEFLECTIVE RED - - _ ROMAN ALPHANUMERIC .-PkNToN2 - :T-ivid ----• - ------•OESIGFli4T'!Oi<-t'sF-CO11STiclit = (PMS) #187 _ TYPE BASED ON SECTION 602 OF THE BUILDING COBE OF NEW YORK STATE 2" KIN. - �— REFLECT_[VE • - - --- ----- - - -- --- - - — WHITE - - - rotoi� CdZ4P*QRENFSTHikT KR€OF . TRUSS CONSTRUCTION -"F" FLOOR FR1AM[NG,-fKCLUDil1G -- GIRDERtS,cAli3 BEAlltis"= RQOF Pli1iNING -FR- FLOOR AND ROUF eRAfdl0G TRUSS ILT�RCXn.0N•SIGN WrMSOXE s E]lVisiciN DCAMPLETRUSSS [D�IF[CAnON SIGH! -DATE:034WADO5 --- -- 14E `'ORK STATE DEPARTllf 'E ` CSF STATE - r DIVISION OF CODE ENFORCEMENT :X(EHXlIK�`(.Cfc: AND ADMINISTRATION qlzlos OM Joseph.� nationalgrid Customer Fulfillment D%w1ment April 26, 2016 Paul A. Stuckart Jr. 5740 Main Bayview Road Southold, NY 11971 E-mail: PSTUCKARTJD-AOL.COM National Grid WO#T101835208 Service Address: 5740 Main Bayview Road Southold, NY 11971 To Whom it May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811",or the local number for NYC/LI area, 1-800-272.4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6218. Respectfully, 0? Joseph Kearns Senior Supervisor Customer Fulfillment Gas NY IBM Islip Ave.Brentwood.NY 11795 T:831-348.8218 F.515-545-2333 loseph.keams@nallonalgrid.com www.nationatgftcom PSEG Long!eland 175 E.Old Country Road Mcksville,NY 11801 i ONG PSE" ISLAND e ( We make thins wm*for you. Date April 14th, 2016 Name Paul Stuckart JR Re-' PSEG Ref#900000025440 Address : 5740 Main Bayview Rd., Southold Dear Sir: This is to advise you that the PSEG-LI electric facilities at the above i referenced location have been removed. E You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. In accordance with the New York State General Business law - Chapter 818, Industrial Code Rules 53, please inform the demolition contractor to notify the Utility Control Center at 811 or 1-800-272-4480, 48 hours prior to starting work to request a mark out of the utility services in the area. . If you have any questions regarding the above, please contact Ken Mucci at 631-284-5304. Very yuly yours, Kenneth Mucci Customer Planning Representative Distribution Design Department PSEG-LI i SURVEY INFORMATION TAKEN FROM COREY CREEK LN. SURVEY PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, PLLC co rn DA TED JUNE 6TH, 2016 °D DRIVEWAY PARKING DRAIN W/TRAFFIC BEARING TOP CONNECTED TO REAR EXIS77NG DEER FENCE 140'FROM MONUMENT EXIS77NG GRAVEL DRIVEWAY/ + YARD DRY WELLS S/TANG ON 2 COURSES OF CMU BLOCKS. CONS7RUC770N ENTRANCE N N. 41*52 50 E. EXIS77NG FRAME GARAGE 16.2x28.4' 362.69'- - CV • - • - - - - O EXIS77NG PERMEABLE DRIVEWAY EASEMENT PITCHED 140' CO TOWARD FRONT YARD CATCH BASIN&FRENCH DRAIN EXISANGp CATCH BASIN AT END OF DRIVEWAY O GRAVEL i� CONNECTED TO FRENCH DRAIN WITH O PARKING �� � EXIS77NG WELL-O EalCONCRETE PVC PIPE AT FRENCH DRAIN 4'PVC 00 Q._ PROPOSED WASHOUT AREA PIPE TO BE POROUS AND WRAPPED IN GRAVEL LANDSCAPE CLOTH _ PARKING PLY j, PROPOSED DRY WELL I --J-1 _____ 1 1/4" 11POW LINE)WE L Im r O I (3)8'DIA. x 2'DEEP W/TRAFFICI \ CE(250 RUN -AND WEST WL BEARING TOP CONNECTEDWITH 4" \\ \\ PROPOSED SEEDED PRpPOSED YIATENpUSRE BETWEEN CE CH WL hh�"St� PIPE LINE&BURIED W 18"SOIL. I PROPOSE GARAgEJ \ STOCK PILE AREA CONNECTED TO ELECTRICAL SER TES OLE z EXISTING 1 STY fRM DWELLING fFL I\\ 1 \\ MIN. �O� W�- 2' WIDE FRENCH DRAIN. AREA TO BE I „ EL 10.0(TO BE DEMOUSHED)i-� 1 \ L EXCAVATED TO WATER&BACK FILLED S. 41°52 50 W. f \ r I \ i \ WITH GRAVEL. WHERE FRENCH DRAIN EL. J 8.0 2 I \ CROSSES WRIER SERVICE UNE, UNE \ -� O.B I O.B \\ WL TO BE COVERED WITH SAND, (�J r-J _J \ WL L P L P LANDSCAPE CLOTH&GRAVEL. I EXISTING SANITARY TO BE EXP PROPOSED 3 BEDROOM SANITARY O ABANDONED AND BACK I PROPOSED 2 -� (1) 1,000 GAL. S T. CO FILLED W17H CLEAN I 1 c STORY FRY. o MASONRY FRONT PORCH L P ___J ro o I EXP (5) 8'DIA.x2'DEEP L P. COURSE SAND. m D14ELUNG C6 .. 9.0 1 S T L P L P EXIS77NG FRAME \\I I O SHED 10'x10' BILCO DOOR 98.0 -- PROPOSED DRY WELL F� (2)8'DIA. x 2'DEEP W/TRAFFIC BEARING TOP CONNECTED WITH 4" JJJ���JJJ 5.3 PIPE LINE&BURIED W/18"SOIL. N Tp ao L - z S. 41°52'50" W. 360.63' EL. 4.3 DR BROWN STORMWATER RETENT70N CALCULA77ONS OL SANDY LOAM A. DWELLING/GARAGE/COVERED PORCH 36" MINIMUM 2 x 2 — 1,0' FENCE POST YL BROWN 1704 SF X 0.166 = 282.86 <283cf REQUIRED 17 SILT WOVEN WIRE FENCEz —3.3' PROPOSED PERMEABLE DIRT/GRAVEL DRIVEWAY PARKING W THICK PRECAST (6 x 6 - "10/10 WWF) 18'•0'MAIL C t°C CONCRETE TRAFFIC WATER o IN 1255 SFX 0.166 = 208.33 <209cf REQUIRED BEARING SLAB CASTIRONINLET FILTER CLOTH ML WN r BRO GRATE&FRAME ! SILT GRADE GRADE D ; LLLL —50. Total = 492cf REQUIRED USE (5) 81DIA X 2' DEEP DRYWELL = 502.65 PROVIDED IIII EMBED FILTER CLOTH ^ MIN. 6" INTO GROUND *,rx ' R^MI,�=LL KA B. EXIS77NG PERMEABLE DIRT/GRAVEL DRIVEWAY EASEMENT CLEAN CLEAN 4" i� PALE 3375 SFX 0.166 = 560.25 <561 cf REQUIRED HIT GRAVEL ANDS to O SN BROWN $ CLEAN SAND 8 GRAVEL //� !��' 8'DIAMETER x S'DEEP O PALE 4 WATER LERECAST ACHING CONCRETE NOTE: F�' FINE NOTE.' PERMEABLE DRIVEWAY EASEMENT PITCHED TOWARDS MAXIMUM-Po"M111 2ACRE DRAI/ 100 (NEAR E SECTION DETAIL PERSPECTIVE VIEW SAND CATCH BASIN AT END OF DRIVEWAY AND INTO FRENCH DRAIN 1/2 ACRE / 100 LINEAR FEET AT BEGINNING OF PROPERTY. TYPICAL DRYWELL DETAILS SILT FENCE DETAILS — 11' SCALE NTS SCALE NTS 5740 MAIN BAYVIEW ROAD 1 S PLAN I" = 30 r EROSION&SEDIMENT SURREY/NFORMAT/ON TAKEN FROM Shall include but not be limited to: COREY CREEK LN. SURREY PREPARED BY KENNETH M A well maintained Construction Entrance, YING, PLLC 00 WOYCHUK LAND SURVE Wire Backed Silt Fencing,stabilization& � DATED JUNE 6TH, 2016 DRIVEWAY PARK/NG DRAIN W/TRAMC NSC d,0{ing fMexp�sed and/or inactive soils. BEARING DRY O��CONNECTED TO REAR EX ANG 0 EER FEAR FT OF AAMO BLOCKS. CONSTRUCTION ENTRADRI NCE Y/ + I > » DUS77NG FRAME GARAGE 16.2•x28.4• 36 2.6 9' N N. 41°52 50 E. _ _ N — --- - - O EXIS77NG PERMEABLE DRIVEWAY EASEMENT PITCHED 140' CO. TOWARD FRONT YARD CATCH BA57N&FRENCH DRAIN UT EXISTING p CATCH BASIN AT END OF DRIVEWAY O GRAVEL i CONNECTED 70 FRENCH DRAIN WITH IO PARKING i ONCRETE PVC PIPE. AT FRENCH DRAIN 4"PVC O / PROPOSED c\2EX/S77NG WELL—Q Ea WASHOUT AREA PIPE TO BE POROUS AND WRAPPED/N O _ GRAVEL LANDSCAPE CLOTH O PARKING TTI PROPOSED DRY WELL I ) 1�4p SUPPLY UNEP O (3)8'DIA x 2'DEEP W/IRAFF/C 1 -- -- 0'RUN H yyEST WINDOW 00 BEARING TOP CONNECTED WITH 4" I PROPOSE \\ SED WATER SERNBEIWO PORE AND WL d- PIPE UNE&BURIED W/,18'SOIL I \� \ PROPOSED SEEDED IROPO TO HOUSE SERVICE WL _____� GARACtEJ \ STOCK PILE AREA CONNECTED -CTRICAL IES OLE Z EXIS77NG 1 STY FRM..DWELLING fFL N I \\ MIN. 10� Wl- 2•WIDE FRENCH GRAIN. AREA 70 BE „ EL 10.0(TO BE DEMOLISHED),,-"I r-� \\ j \\ L NTH GR ML NIATER&BA CK mLo ER FRENCH DRAIN EL .3 S. 41°525 0 W. 1 8.02 I \ CROSSES WATER SERVICE UNE, UNE -J 0.8� 0.8 \ W�- I TO BE COVERED WITH SAND, (may �J _J \\ WIL L P L P LANDSCAPE CLOTH&GRAVEL EYIS77NG SANITARY TO BE EXP PROPOSED 3 BEDROOM SANITARY I 01 ABANDONED AND BACK j I PROPOSED 2 (1) 1,000 GAL ST. CO FILLED W17H CLEAN I I STORY FRU. o MASONRY FRONT PORCH L P COURSE SAND. ---�1:10 DWfLL/NG M L P EXP (5J 8'D/A.z2'DEEP L.P. 9.0 I ST. L P DRAINAGE INSPECTIONS ARE REQUIRED O LXS77NGSHED FRAME(10' BILCO POOR \I ntact TOS Engineering at 765-1560 before I 8.4 -98.0'. .� r -- PROPOSED DRY WELL ackfill, OR Provide Engineer's Certification I� (2)8'DIA x 2'DEEP W/7RAMCj O. BEARING,TOP CONNECTED WITH 4' tet the drainage has been installed to Code. N o 5.3 PIPE UNE&BUR/ED W/18`SOIL m b- Oj z S. 41°52'50" W. 360.63 EL. 4.3 DR BROWN STORMWATER RETENTION CALCULATIONS OL SANDY LOAM A. DWELLING/GARAGE/COVERED PORCH 36" MINIMUM 2 x 2 —1.O' FENCE POST ML BROWN 1704 SF X 0.166 =,282.86 <283cf REQUIRED SILT WOVEN WIRE FENCE z —33' PROPOSED PERMEABLE DIRT/GRAVEL DRIVEWAY PARKING (6x6 - 10110 WWF) WA 1255 SF X 0.166 = 208.33 <209cf REQUIRED S'THICH PRECAST fie'-0r MAX C.to C. IN CONCRETE TRAFFIC CAST IRON INLET FILTER CLOTH r ML BROWN BEARING SLAB. GRADE GRATE a GRADE FRAME LL SILT —5.0' Total = 492cf REQUIRED I IIII y r USE (5) B DIA X 2'DEEP DRYWELL = 502.65 PROWDED EMBED FILTER CLOTH o —_ MIN. 6" INTO GROUND z '� / fry .� y f Mw� WA TER B. EXISTING PERMEABLE DIRT/GRAVEL DRIVEWAY EASEMENT N -T " ya PALE 3375 SF X 0.166 = 560.25 <561 cf REQUIRED �PRECAST AN SAND 8 TD f CLEAN SAND&GRAVEL VEL \ � SN BROWN AMETER x S'DEEP O 9 — CONCRETE NOTE: F` E NOTE.• PERMEABLE DRIVEWAY EASEMENT PITCHED TOWARDS TER CHING RING. MAXIMUM DRAINAGE AREA SECTION DETAIL PERSPECTIVE VIEW SAND CATCH BASIN AT END OF DRIVEWAY AND INTO FRENCH DRAIN AT BEGINNING OF PROPERTY. T — 11' TYPICAL DRYWELL DETAILS 1!2 ACRE / 100 LINEAR FEET APPROVAL OF STOR SILT FENCE DETAILS ER MANAG COIifTRO PLA -To n ode C 2 SCALE'NTS SCALE:NTS Date: 31 2 7 . Approved b : � - 5740 MAN BA 11 1 S TE PLAN S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 4 LOT(S): 41.1 #RI0-16-0051 aIN_ MAIN- �AYVIEW ROAD 868'± MON S 51-00,0091E MON _T TEST HOLE ------------ EPARTMENT OF HEALTH SERVICES PERMIT[--6aAPPRVAL OF CONSTRUCTION FOR. A LIj LIJ SINGLE FA ILY RESIDENCE ONLY DATE LIJ )a-16-�0�� H.S. REF. N®. VICES ).7A 0 APPROVED 0 !F P,'1AY1MUM �p R P,'1AY1MUM F 3 BEDROOMS EXPIRES THREE YE4RS FROM DA�E OF APPROI��, .............................. to I _j >_ Uj _j 0- U a- 5; :3 0: (n in O:'I-, PROPOSED LLI L,-u ^ 3 BEDROOM SANITARY 14'-15' WIDE 11,000 GAL S.T. Of i-Sting 93-ni �ary$yst M Tnu 5 8 DIA x 2' DEEP L.P. St L EASEMENT AS PER I W LIBER 12178 PG.931 E! c0l"PIptedriflonn D z *611nent Sub, Of _j _W%I I RR 00 150 OR-0 EXP L CATE R IS. in L.P. WELL EXISTING WELL . ............. :TO 13E ABANDONEQ/ DWELLING NOT S) W/PUBILIC WATER 150 C5 N INSPECTIO d UIREEP I EXISTING ITO C ST E— IN B A G BA W NWELL L N E k =F UIRE11 t "0 I �1� NS�Ec� Too FOR SANITARY SYSTE E T By MEALTH DEPART=T "ZI L1j Z _j U-.-j r 0 LU r -d EL(8 .0 EL(B.0) 0) '.36.0' L.P. 24.0'". 18. 1 I Lai 4 PROPOSED ::,:: 2.31 _&A- 2 STY FRM.'-"J 0 PROPOSED 14 Dfi\/EWA I� �FL(l 0.0) ....7 36.1 U.P. ---I EL(8.0) EXISITNG I STY 0d EL(8. FIRM. DWELLING J FFL EL 10.0 (TO BE DEMOLISHED) r-i ESANITARYXISITNG WOODED AREA I I U TO BE ABANDONED 150' AND BACK FILLED WITH CLEAN COURSE Sao. L _0 LO EL 4.3 0 Q LLJ 00 DWELLING :5 2 0_j 0 WIWELL WATER OL DR BROWN LOAM In DY 1A U-Ln N 1.08 a 0 L Q: EXISTING C.I. LOCKING BROWN S 2 LU COVER TO FIRM. GRADE----\ ML SILT (7.5) FINISH GRADE 0(e SHED FFL(IO.0) 3.3, z 10,00 (35-RUN) IWIN-2'UAX z ... UON_ Foull WATER DWELLING LVN I/4--FT. A ri. ML IN WIWELL WATER 1 00 W COVER WOR N 48*07' 0 6" BROWN um I�:: 60.23' INVERT-1 INVERT SILT 0 ("5'RUN� '/4 _FT (6"8)INVERT N 8*07'10"W U 0 T• (5.68) COLLAR '--'VE 60.22' tFOUNDATION ft— A�. 0 W LL CLEAN E S 6 COVER FLOW J, WATER WALL BAFFLE !T COARSE E LO 06 LAND N/F 2-SAND& IN EXISTING FRAME OF TANK SMIN -7" SID PALE GARAGE (16.2'x28.4') MAUREEN LIPTON GRAVEL BROWN JUL 18 264 GF EL 9.3 PALE TO REMAIN THOMAS O'SULLIVAN USE 4" OLA. APPROVED SEWER PIPE FI SAND SUFF.CO.HEALTH SERVICE94c) WATER, NO SANITARY) 1000 GAL. PRECAST S.T. OFFICE OF%VASTEWATER PACT. DWELLING CN W/WELL WATER HIGHEST GROUND WATER EL(I.0) JUNE 18, 2007 THE WATER SUPPLY, HELLS, DRYWELLS AND CESSPOOL McDONALD GEOSCIENCE LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. NAVD88 AREA:43,560 SQ.FT. or 1.00 ACRES REVISED 06-16-16 ELE VA TION DA TUM- ------------------------- UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E14DENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PAUL STUCKART JR.; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design Vocoa P.O. Box 153 Aquebogue, New York 11931 FILE # 16-47 SCALE: 1"=40' DATE:APRIL 5, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk r S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 4 LOT(S):41.1 #R10-16-0051 7 ® 17 MAIN �AYVIEW ROAD D �� C _ D S 51'00'00"E 120.60 ____ — — --� JUN - 8 201 868'± MON MON tEST�HOLE T �� . EL 4.3 �>1�.Dfi TOWR OF SOUTHOLD Ld ... CD \0 L.P. LLJ a. W N / PROPOSED DWELLING•- 3 BEDROOM SANITARY / W/PUBLIC WATER 14'-15' WIDE a . ((1 1,000 GAL S.T. / EASEMENT AS PER 3 II (5 8'DIA x 2' DEEP L.P. LIBER 12178 PG.931 ;' LOU z i �¢ a LU / i' DWELLING W/WELL WATER I 0_ '0w_ L.P, • ILp. Lr, 0 EXISTING WELL / 202' WELL DWELLING 'r I :TO BE ABANDONE4•/ (N.T.S.)50 OO W/PUBLIC WATER L I �� // Z Q •I W :.r:• I // J �/7 I /. Z W ' Z J 002 / \I Q Q W 8. 1 ' L.P. 42.3 t:::::;;..::�::::•:::�� ���� - PROPOSED :.: ;:E`: .' ::tG�kfilQ{ ;•`:tn - .I DRIVEWAY . :;'.'':.' * ::: +`•ft?,7:': I / ' \ U.P. WOODED AREA . ;•:'� O 150' EL 4.3 00 w o w 0) / O W WELLWWATER \ :.::� OL DR BROWN Z LU 9, DY LOAM — 1.0. Z p r I ... BROWN ! z EXISTING C.I. G ML SILT p �M 8.7 (7.5) FINISH GRADE SHED FFL(IO.0) —3.3' z Z 10'x i 0' N T 5' RUN) T'MIN-2 Muc z WATER ELEV 1.0 WATER �i MON MON4'—FT. o'MI 1/8"—Ff.`s e�co�t ML IN BROWN DWELLING MO, MoN1,�: N 48-07'10"W 6 e'SLAB SILT W/WELL WATER // 60.23' INVERT—/ (6Nv,ERi —5.0 N 48'07 10 W �_ (6.91) INVERTIr RI 60.22' (V NO NDATION FLOW 8'0 3'COLLAROp LAND N/F ALL BAFFLE MI . POOL 2 CLEAN WATER ,COARSE IN EXISTING FRAME OF 1•_7" 2-SAND 4k SP PALE GARAGE (16.2x28.4') �t MAUREEN LIPTON TANK 3'MIN �A BROWN GF EL 9.3 , PALE TO REMAIN (n THOMAS 0 SULLIVAN USE 4" DIA. APPROVED SEWER PIPE FINE (NO WATER, NO SANITARY) 1000 GAL. PRECAST S.T. SAND (4.0) DWELLING -04 g — 11' W/WELL WATER HIGHEST GROUND WATER EL0.0) JUNE 18, 2007 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL' McDONALD GEOSCIENCE LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FOUNDATION LOC. 05-29-17 AND OR DATA OBTAINED FROM OTHERS AREA:43,560 SQ.FT. or 1 .00 ACRES REVISED 06-16-16 ELEVA77ON DATUM: _NAVD88 UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 714E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TURON, GUARANTEES ARE NOT 7RANSFERABLE, 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PAUL STUCKART JR.; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 40,400& P.O. Boz 153 Aquebogue, New York 11931 FILE # 16-47 SCALE: 1"=40' DATE:APRIL 5, 2016 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO, 050882 maintaining the records of Robert 1. Hennessy & Kenneth M. Woychuk : RCA NYS Permit Submittal Job #32026UNCY 140MES, INC. 01/20/2017 DRM W-r Pr w VM * sm - wWwmnc Builder: Customer: Turn Key Stuckart Name: Name: Site Address; 5740 Main Bayview Rd., Southold, NY 11971 Street,Town,btate,Zip Muncy Homes, Inc. 1567 PA Route 442 East; PO Box 325 " 4; , Muncy, PA 17756 . cis'S _� 4 Contact: Darryl Mincemoyer Engineering dmincemoyer(a..premier-builders.com NY Approval Number M 1387-2016-061 Expiration Date: Oct 4th, 2018 02/06/17 NYS Submittal Index: NY Design Specifications Structural-Schedule Area Site Map NYS "Notice of Approval" letter for system approval REScheck Compliance Certificate NYS "Truss ID Notice" Truss Manuf. Details Electrical Load Calc Door and Window Schedule Whole House Ventilation Supply Air Worksheet Wind Design Calculations Wind Design Plan(s) Wind Calc Summary Floor Plan(s) Electrical Plan(s) . Foundation Layout Elevations LVL Connection Detail Windborne Debris Detail Bldg. Cross Section Typical Plumbing,Details Balance of system sheets that apply to this actual house The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept. of State, which were approved on 10/4/2016 under system#M1387-2016-061. "WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. NY Design Specifications MUNCY HOMES, INC. 01/20/2017 DRM �y g7 -w . A&M. 5a d emos Home Ident. (Job No.): ' 32026_000 'Site Location: 5740 Main Bayview Rd., Southold, NY 11971 Suffolk County Design Loads: Ground Snow Load: 35 GSL Seismic Category: B, Wind Speed Vult: (3 Sec gust) 135 Exp C ----floor LL: (Liv'g/Slp'g) 40/30# Floor DL: 10# Applicable Bldg Codes: NYS 2016 Uniform Code NYS 2016 Uniform Code Supplement(2016 UCS) Referenced 2015 International Residential Code(2015 IRC),with specific code printing, appendices and referenced standards as identified in the 2016 UCS 2015 IECC &2016 ECC Climate Zone, 4 Method of compliance, Total UA Alternative, via Res Check, per 2015 IECC section R402.1.5 2014 NEC Occupancy Classification: 1 Family Detached Construction Type Classification: VB Foundation Type: Basement Located in Flood Zone: No Lot Line Fire Separation: No, Wall/Projections >5' from lot line Finished Floor Above Grade: <6' 05 Stories Above Grade: 2 'UJj !.` Spriniker System Required: No ''~' ,,f Index of Addtl. Specific Dwgs: � Floor Plan Foundation Truss Details) a'N" 8�2 Electrical Plan (4)Elevations •; Iry 02/06/17. The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept of State, which were approved on 10/4/2016 under system#M1387-2016-061. "WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way. Structural Schedule for a 2-Story Dwelling: Job#:. ".32026hse- Ground Snow Load 35,psf ' Basic Wind Speed Vasa 110'mph 3sg Exp -C. Ultimate Wind Speed VULT - -142 mph'3sg Eq.Exp"D"Wind Speed VOLT 131 mph-3sg = FWI= pif 3 W2=392 pif Mean Roof Height -'30 ft' a Wall Zone: 5 Roof Pitch ',7/12 no Truss Type = Mono-Flat . Kneewall Dim. n/a. W3=914 pif — W4=817 pif Roof Design Standard 3 d Max.Module Width 14 ft y House Width(nom) 28 ft' Wall Height-1st Floor 9 it Wall Height-2nd Floor 8 ft IV -W5=1314 plf W6=1207 pif Typical Loads: 2nd Fir.LL= 40 psf Ext Wall DL= 50 plf Loading Section-"Loads per Module" 2nd Fir.DL= 10 psf Mate Wall DL= 40 pif 1st FirCig DL= 5 psf (per mod.) 1st Fl r.LL= 40 psf 1st Flr DL= 10 psf Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=479 pif. Reference page#2 2 6 within the Calculation Manual for loading origin W2=Truss Reaction converted to PLF=392 pif Reference page#2.2 6 within the Calculation Manual for loading origin W3=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+W1+Ext Wail DL [(0.5 x 14)x(40+10+5)]+479+50=914 pif W4=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Cig DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plfl: [(O.Sx14)x(40+10+5)]+392+40=817 pif TL LL DL W5=[(1/2Max Mod Width)*(SstStory LL+Floor DQ]+W3+Ext Wali DL W16= 479 360 119 [(0 5 x 14)x(40+10)]+914+50=1314 pif W26= 392 294 98 W6=[(1/2 Max Mod Width)*(1st Story LL+Floor DQ]+W4+Marr Wali DL W3= 914 640 274 [(0 S x 14)x(40+10)]+817+40=1207 pif W4= 817 574 243 W5= 1314 920 394 No-Transfer Load(NTL)Loading Section Formulas: W6= 1207 854 353 W3 NTL W1=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+Ext Wail DL W3 NTL W1= 435 280 155 [(o 5x 14)x(40+10+5)]+50=435 plf W4 NTL W2= 425 280 14S W4 NTL W2=[(1/2 Max Mod Width)*(2nd_Story LL+Floor DL+Clg DL)]+Marr Wall DL WS NTL W3= 400 280 120 `[(05x14)x(40+10+5)]+40=425plf - W6 NTL W4= 390 280 110 W5 NTL W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wail DL W5 NTL W1= 835 560 275 [(0.5x 14)x(40+10)]+50=400 plf W6 NTL W2= -815 560 255 W6 NTL W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wali DL [(0 5 x 14)x(40+10)]+40=390 pif W5 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+Ext Wall DL [(0 5 x 14)x(40+10)]+50+[(0 5 x 14)x(40+10+5)]+50=835 plf W6 NTL W2=[(1/2 Max Mod Width)*(istStory LL+Floor DQ]+Marr Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DQ]+Marr Wall DL [(0 5 x 14)x(40+10)]+40+[(0.5 x 14)x(40+10+5)]+40=815 plf Footnotes Applicable to All Pages Within this Section: 1) All LVL is 15"wide,2.0E. LVL may be as shown or better 2) Ext Stud Columns reference page 6.2 13 a of the Calc Manual.The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int Stud Columns reference page 6 4 1 a of Calc Manual Columns shown are braced If unbraced,see page 6 4.1 b of calc manual-choose appropriate column for reaction given 4) Reference page 6 1.1 c of Caic Manual for Exterior Studs and page 6 3 1 a of Calc Manual for Interior Studs 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. Reference Section#5 for Floor/Ceiling Girders. 6) For the purpose of determining truss LL&DL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below See calc manual or alternate load section for Zone 4 values if necessary 8) Referenced Standards ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above Load sections based on specific conditions maybe generated referencing calculations in approved manual. Stud Requirements:' First Floor, 9'Wall Height Second Floor. 8'Wali Height 12"o c 161.0 cI 24"o c 12"o c i6"o C. 24"o c ' 2x4SPF#1/#2 - NG NG NG OK OK NG Sidewall 2x6 SPF Stud OK OK Nd OK OK OK 2x6 SPF#1/#2 OK OK OK OK OK OK 2x3 SPF#1/#2 OK NG NG OK OK OK Matewall 2x4SPF#1/#2 OK OK OK OK OK OK 2x6 SPF Stud OK, OK OK OK OK OK 8ft High matewall stud calc values may be used for 9 ft high walls if solid wall blocking Is installed at 8 ft a f f,. ` 2nd Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VULT)Exp C,131(VOLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(Wl): Second Floor Stud Columns 2" SecondFloor stud columns''' Reaction Reaction Page# 2145PF 2,6SPF 2x65PF � 5 1 Page# 2x451F 2x651F 2x65P1 No Mems Specles Max Span (Ihs) a1/#2 stud #1/#2 No Mem Species Max Span (lbs) #1/#2 Stud #1/#2 1 (1)2x4 SPF#2(s) 27"(2'-3") - 584 43a 2 2 _ 2 1 (1)3 5" 2.011,LVL -46"(3'-10"), 970 4.3.a 3 2 2 2 (1)2x6 SPF#2(s) ,_40"(3'4')' - 855 _ 4 3 a -2 _ 2 2__ 2 (1)5 5" 2 OE,LVL 71"(5'-11") 1491 - '4.3.a -3 _ 2 ` 2 3 (1)2x8 5PF#2(s) -•,51"(4-3") 1084 41a _ 3 2' 2 3 (1)725" 2 OE,LVL 92"(T-8") - 1932 -4'3a _ 4 3 _2 4 (1)2x10 SPF#2(s) -63"(5'-3")- 3326 4.3 a - 3- - 2 2 4 (1)9.25" 2 OE,LVL 115"(9'-7") 2425' r 43.a 4; 3 = 2 5 (1)2x12 SPF#2(s) - 73"(6'-1") 1539 i43a 3 2 -2,. 5 (1)1125" 2.OE,LVL 138"(11'-6") 2912 4.3 a n/a 3 2 - 6 (1)2x4 SPF#1/#2 29"(2'-5") 622 4 3 a 2 - 2 2 6 (1)12" 2 OE,LVL 147"(12'-3") _ 3092 _4.3 a h/a_ 3 3 7 (1)2x6 SPF#1/#2 43"(3'-7") 911 X43 a - 2 2 _ 2 7 (1)14" 2 OE,LVL 169"(14'-1")- 3573 4.3 a' n/a 4 3 8 (1)2x8 SPF#1/#2 55"(4'-7") 1153 - 4.3.a 3 2 2 8 (1)16" 2 OE,LVL 192"(16'-0"), 4047 --43a n/a -4-, 3 9 (1)2x10 SPF#1/#2 67"(5'-7") _-=1408 4 3:a 3 2 _' 2' 9 (1)18" 2 OE,LVL 214---(17!:10"), "4520 43 a n/a' n/a 3, 10 (1)2x12 SPF#1/#2 78"(6'-6") 1636' - 43a - - 3 - 2, 2 10 (1)20" 2 OE,LVL 236"(19'-8")' 4990'-- 4 3 a'-i n/a n/a 3 11 (2)2x4 5PF#2(s) 39"(3'-3") _ 828 4 3 a 2 - 2 - 2 11 (1)22" 2 OE,LVL 258"(21'-6") 5457, 4.3 a n/a n/a - 4 12 (2)2x6 SPF#2(s) 57"(4'-9") :'1212 _ 43a 3 2 - 2 12 (2)3 5" 2 OE,LVL 59"(4'41")- - 1236 :'4.3.a 3 2, - 2 13 (2)2x8 5PF#2(s) 73"(6'-1") - 1536 '43 a 3 2 2 13 (2)5 5" 2 OE,LVL =92"(7'-8") 1949 4.3 a 4_ 3 2 14 (2)2x10 SPF#2(s) ,89"(T-S") _ 1879 - 43a- 4 .- 3 - 2 14 (2)7 25" 2 OE,LVL 122"(10`-2") 2575 - 4.3 a 4 3 := 2' 15 (2)2x12 5PF#2(s) 103",(8'-7") 2181 43a 4 3 2 15 (2)9 25" 2 OE,LVL .156"(13',0") 3290 _ .-4.3 a n/a 4 - 3 16 (2)2x4 SPF#1/#2 42"(3'-6") -879 43a 2 2 ' 2 16 (2)1125" 2 OE,LVL 189"(15',9") 4008 4 3.a n/a 4 _3 17 (2)2x6 SPF#1/#2 61"(5'-1") 1288 4 3 a 3 2 2 17 (2)12" 2 OE,LVL 202"(16'-10") 4279 4.3 a n/a 4 _ 3 - 18 (2)2x8 SPF#1/#2 77"(6'-5") 1633 4.3 a _ 3 2 2 18 (2)14" 2 OE,LVL 235"(19'-7") - 5000 4.3.a n/a n/a 3 19 (2)2x10 SPF#1/#2 94"(7'-10") 1998 _4.3.a 4 =3 -2, 19 (2)16" 2 OE,LVL 269"(22'-5'-') 5722 4 3 a n/a= n/a, 4 20 (2)2x12 SPF#1/#2 109"(9'-1") 2319 ,43 a 4 _ 3 2 20 (2)18" 2 OE,LVL 301"(25'-1") •6430 .4 B.a-_ .n%a n/a '4- 21 (3)2x4 SPF#2(s) _51"(4'-3") 1088 4 3 a - n/a n/a 2 21 (2)20" 2 OE,LVL 332"(27'-8")' 7103 4 3.a n/a n/a 4 22 (3)2x6 SPF#2(s) 75"(6'-3") --1593 43a n/a n/a 2 22 (2)22" 2 OE,LVL 362"(30'4") 7772 43a ,n/a n/a n/a` 23 (3)2x8 5PF#2(s) 96"(8'-0") 2021 43a n/a n/a 2 23 (3)3 5" 2 DE,LVL 67"(5'-T,'), 1423 4.3 a, "n/a n/a - 2 24 (3)2x10 SPF#2(s) 117"(9'-9") 2472 4 3 a, n/a n/a- =.2 _ 24 (3)5 5" 2 DE,LVL 106"(8'-10"), 2244 _ 4 3 a n/a n/a,- 2 ` 25 (3)2x12 SPF#2(s) 135"(11'-3") 2870 - `4 3 a n/a _/a 2 25 (3)7 25" 2 OE,LVL 140"(11'4") 2967 -4 3 a _n/a n/a 2 26 (3)2x4 SPF#1/#2 55"(4'-7") 1157_ 43a _ n/a n/a 2 26 (3)9 25" _2 OE,LVL 178"(14'--16") 3795 43a n/a - 'n/a 3 27 (3)2x6 SPF#1/#2 80"(6'-8") 1696 43a n/a 'n/a 2 27 (3)1125" 2 OE,LVL 217"(18'-1") 4630- --4 3 a n/a n/a 3 28 (3)2x8 SPF#1/#2 101"(8'-5") 2148 _ 4 3 a. n/a n/a ' 2 - 28 (3)12" ,2 OE,LVL 231"(19'-3") 4944 4 3 a, n/a- n/a,' 3 29 (3)2x10 SPF#1/#2 124"(10'-4") 2630 4 3 a n/a -n/a 2 29 (3)14" 2 OE;LVL -270"(22'-6")-- 5782 -4 3.a ;n/a - -n/a 4- 30 (3)2x12 SPF#1/#2 '143"(11'41") 3053 4 3•a = n/a,' n/a 3, 30 (3)16" 2 OE,LVL 308"(25'-8") 6623 4 3 a n/a n/a 4 A=LL=240,TL=180,CD=115 Wall Height=8 ft' Table Load=500 PLY 31 (3)18" 2 OE,LVL 346"(28`-30") 7469 4 3.a ,n/a n/a n/a 32 (3)20" 2 OE,LVL 384",,(32'-0"), 8320_ 4 3 a n/a n%a n/a,, 33 (3)22" 2 OE,LVL 422"(35'-2") 9175 -43a n/a n/a n/a' A=LL=240,TL=180,CD=115 Wall Height=8ft Table Load=500 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"'-Matewall Headers and Girders(W2): "Per Module" Second Floor Stud column' Second Floor stud columns' Reaction Page# Reaction g 2x35PF 2x45PF 2x65PF 5 t Page 7x3 SPF 2x45PF 2x65PF No Mems Species Max span (lbs) #1#2 91#2 #1/az No Mem Speaes Max Span (Ihs) 11/#2 11/92 a1/a2 1 (1)2x4 5PF#2(s) 31"(2'-7") 524 4.3 a 1 - 1 - -1- 1 (1)35" 2 OE,LVL 50"(4'-2") 839 4 3 a 1- 1 1 2 (1)2x6 SPF#2(s) 45"(3'-9") 767 43. 1 - 1 - 1 2 (1)5 5" 2 OE,LVL 78"(6'-6") 1322 4 3.a 2 1 1 - 3 (1)2x8 SPF#2(s) '.57"(4'-9") 971 43a -1 1 •1 3 (1)7 25" 2 OE,LVL ,-103"(8'-7") '1729 4 3 a 2- ,1 1 4 (1)2x10 SPF#2(s) 70"(5'-10") 1187 4 3 a - 2 1 _ (1)9 25" 2 OE,LVL 129' (l0'-9"), 2171 4 3.a 2 1 1 1=: 4 _ 5 (1)2x12 SPF#2(s) 81"(6'-9") 1376 - 43a 2' 1 1 5 (1)1125" 2 OE,LVL 154"(12-40"f 2606. 4 3.a 3 2 1 6 (1)2x4 SPF#1/#2 33"(2'-9") 556_ 43a 1 1 1 6 (1)12" 2 OE,LVL 164"(13'4") ,2769 4 3 a - 3 2 1 _ 7 (1)2x6 SPF#1/#2 48"(4'-0") -814 '43 a 1 1` _ 1 7 (1)14" 2 OE,LVL 189"(15'-9") - 3198 - 4.3 a _ 3 2 1 8 (1)2x8 SPF#1/#2 -61"(5'-1") - 1032 43. _ 1 1 - 1 8 (1),16" 2 OE,LVL 214"(17'40") - 3625 43 a 14 - 2 - 2 9 (1)2x10 SPF#1/#2 75"(6'-3")-- 1260 4 3 a 2 1 1 9 (1)18" 2 OE,LVL 239"(19'41") 4049 4 3 a - 4 2 2 10 (1)2x12 SPF#1/#2 87-"(7'-3"). 1464 4 3 a - 2 1 1 10 (1)20" 2 OE,LVL 263"(21'-11") 4470 -4 3 a _4' 3 _ '2,_ 11 (2)2x4 SPF#2(s) 44"(3'-8") - 742 _ 43:a _ n/a 1 1 11 (1)22" 2 OE,LVL 288"(24'-0") 4890 -4.3.a 5 -3 -2 j 12 (2)2x6 SPF#2(s) 64"(5'-4") - 1085 4-3 a _ n/a 1 _ 1 12 (2)35" 2 OE,LVL - 63"(5'-3") - 1069 -4.3.a n/a 1 - 1- ` 13 (2)2x8 SPF#2(s) 81"(6'-9")_ 1376 4 3 a n/a 1 = 1 13 (2)5 5" 2 OE,LVL 100"(8'-4") 1685 .4.3.a= n/a 11 1 14 (2)2x10 SPF#2(5) -99"(8'-311) _ - 1653 4 3-a- - n/a _ 1 1 14 (2)725" 2 OE,LVL 132"(11,'-0") 2226 4:3.a n/a 1 1 15 (2)2x12 5PF#2(s) 115"(9'-7") 1952' 43a n/a- 1 1= 15 (2)9 25" 2 OE,LVL 168"(14'-0") 2847 4.3.a n/e 2 1 16 (2)2x4 SPF#1/#2 =47"(3'-11") 788 4 3 a n/a - 1 1 16 (2)1125" 2 OE,LVL 204"(17'-0") 3471 4 3.a n/a 2 11 17 (2)2x6 SPF#1/#2 68"(5'-S") 1153 4.3 a -- n/a 1 -1 17 (2)12" 2 OE,LVL 218"(18'-2") 3705 4 3 a n/a 2 2, 18 (2)2x8 SPF#1/#2 - 86"(7'-2") 1463 43 a- -n/a -1 1 18 (2)14" 2 OE,LVL 254"(21'-2") 4331 - 4 3.a n/a 2 2 _ 19 (2)2x10 SPF#1/#2 105"(8'-9"), 1789 43a n/a 1 1 - 19 (2)16" 2 OE,LVL 290"(24'-2") 4960 4.3 a- n/a 3 2 20 (2)2x12 SPF#1/#2 122"(10'-2"), 2076 4 3.a - n/a 1 -- 1 20 (2)18" 2 OE,LVL 326"(27'-2") 5593 4 3.a _,-,-n/a- 3 2- 21 (3)2x4 SPF#2(s) _ 58"-(4'40") 974 4:3.a n/a n/a 1, 21 (2)20" 2 OE,LVL 361"(3D'-1") 6226 4.3 a _n/a; 3 '2 22 (3)2x6 SPF#2(s) 84"(7'-0") 1426 _ 43a n/a n/a - 1 22 (2)22" 2 OE,LVL 397"(33'-1") 6863 43a n/a 4 2 23 (3)2x8 SPF#2(s) 107"(8'-11") 1809- _ 4 3 a- n/a n/a - 1 ,_ 23 (3)3 5" 2 OE,LVL 73"(6'-1") 1231 4.3 a n/a n/a 1 24 (3)2x10 SPF#2(s) 130-`(10'-10")-,; 2214 43a - n/a' n/a 1 24' (3)5 5" 2 OE,LVL 114"(9'-6") 1942 4.3.a n/a n/a 25 (3)2x12 SPF#2(s) 151"(12'-7") -2572 4 3 a n/a n/a 1 25 (3)7 25" 2 OE,LVL 151"(12'-7") 2567 4.3.a n/a - n/a 1 26 (3)2x4 SPF#1/#2 61"(5'-1") '1036 43.a n/a n/a 1 26 (3)9 25" 2 OE,LVL 192"(16'-0") 3287 4 3 a n/a n/a 27 (3)2x6 SPF#1/#2 90"(7'-6") , 1517 4.3 a n/a ,' 'n/a 1 _ 27 (3)1125" 2 OE,LVL 234"(19'-6") 4012 4.3a n/a _ n/a „2 28 (3)2x8 SPF#1/#2 113"(9'-5") - 1925_ 43.a n/a n/a =1 28 (3)12" 2 OE,LVL 249"(20'-9") 4284 =4.3.a n/a n/a 2 29 (3)2x10 SPF#1/#2 138"(11'-6") 2356 43.a n/a n/a 1 29 (3)14" 2 OE,LVL _290"(24'4") =5012 4 3.a n/a n/a 2 30 (3)2x12 SPF#1/#2 160"(13'-4") -,2738 - 43a n/a n/a 1 30 (3)16" 2OE,LVL 331"(27'-7") 5746, 43.a• n/a n/a 2 7LL=240,TL 180,CD 115 Wall,Height=8ft Table Load 400 PLF 31 (3)18" 2OE,LVL 372"(31'-0"), 6485 43.a n/a n/a 2 32 (3)20" 2 OE,LVL 413"(34'-5") 7228 '4 3 a 'n/a - n/a 3 33 (3)22" 2 OE,LVL 454"(37'-10") 7974 4 3.a n/a n/a 3 A=LL=240,TL 180,CD 115 Wall Height=8ft Table Load 400 PLF 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VOLT)Exp C,131(VULT)Exp D Table"E"- Sidewall Headers and Girders(W3): Table"F"- Sidewall Headers and Girders(W3): First Floor ReaStud Columns z' First Floor Reaction Stud Columns''' ction Page# 2x45PF 2x45PF 2x65PFs 1 Page# 2x45PF 2x65PF 2x65PF No _Mems Species Max.Span stud #1/#2 stud NO Mem Species Max Span (lbs) a1/#2 stud #1/#z 1 (1)2x4 SPF#2(s) 20"(1'-8") 504 4 2.b _ 3 - 2 2 1 (1)3 5" 2 OE,LVL 31"(2'-7") - 1266 4 2 b 3 -2- 2 2 (1)2x6 SPF#2(s) 29" --1180 4 2 b 3 2, 2 2 (1)5 5" 2 OE,LVL -50"(4'-2") 1990 '4.2 b - 4 3 - 2 i 3 -(1)2x8 SPF#2(s) 37"`3'-1") 1495_ 4 2 b 3 2 2 3 (1)7 25" 2 OE,LVL 66"(S'-6") 2624 4 2 b - n/a 3 2 4 (1)2x10 SPF#2(s) 45"(3'-9") 1824 4 2 b 4 2 - 2 4 (1)9 25" 2 OE,LVL 84"(T-O") 3336 4.2 b n/a 3 2 - 5 (1)2x12 SPF#2(s) 53"(4'-5") 2115 42b '4- 3 2 5 (1)1125" 2 OE,LVL - 100"(8'-4") 4006 4 2 b n/a - ,4 3 6 (1)2X4 SPF#1/#2 20"(1'-8"), - 821 _ 4 2 b 3 2 - 2 6 (1)12" 2 OE,LVL 107"(8'-1111)- 4255 _4.2.b n/a 4 3 7 (1)2x6 SPF#1/#2 31"(2'-7") 1252 - 42.b -3 2 - 2 7 (1)14" 2 OE,LVL 123"(10'-3") 4912 4.2 b n/a. 4 _3 8 (1)Zx8 SPF#1/#2 39"(3'-3") __ 1586 4.2.b 3 2 2 8 (1)16" 2 OE,LVL 139"(11'-7") 5565' 4 2 b _ n/a -n/a `3 9 (1)2x10 SPF#1/#2 48"(4'-0") 1939 4 2 b 4 3 - 2� 9 (1)18" 2 OE,LVL 156"(13'-0") 6214 4.2 b n/a n/a _4,, SO (1)2x12 SPF#1/#2 56"(4'-8") 2250 4 2 b 4 3 2 SO (1)20" 2 OE,LVL 172"(14'-4") 6859 4 2 b n/a n/a 4 11 (2)2x4 SPF#2(s) 28"(2'-4`)' 1142 4 2b 3 2 2 11 1 (1)22" 2 OE,LVL x-188"(15'-8") 7500 4 2 b n/a n/a 4 12 (2)2x6 SPF#2(s) 42"(3'-6") 1668 426- 3- 2 2 12 (2)35" 2 OE,LVL 41"(3'-5") 1629 4.2 b 3 2 2 - 13 (2)2x8 SPF#2(s) 53"(4'-5") 2112 4 2 b 4 3 2 13 (2)55" 2 OE,LVL 64"(5'4") - 2561 - 4.2 b 4 _ 3, 2 ' 14 (2)2x10 SPF#2(s) 64"(5'-4") 2582 4 2 b - n/a 3 2 14 (2)7 25" 2 OE,LVL -85"(7--l") 3385 4.2.b n/a 3 - 3 15 (2)2x12 SPF#2(s) 75"(6'-3") 2995 4 2 b n/a 3 2 15 (2)9 25" 2 OF,LVL 108"(9'-0") 4322 4-2.b n/a 4 3 16 (2)2x4 SPF#1/#2, -30"(2'-6") 1209 4 2.b _ 3 2 - 2 16 (2)1125" 2 OE,LVL 132"(11'-0") 5266 4.2 b n/a n/a 3 17 (2)2x6 SPF#1/#2 _ 44"(3'-8")- 1773 4 2 b 4 2 2 17 (2)12" 2 OE,LVL 140"(11'-8") 5618 4 2 b n/a n/a 3 18 (2)2x8 SPF#1/#2 56"(4'-8") 2247 _ 4 2b 4 3 2 18 (2)14" 2 OE,LVL 164"(13'-8") 6566 4.2 b n/a n/a - 4 19 (2)2x10 SPF#1/#2 69"(5'-9") 2746 4 2 b n/a _ 3 -2 19 (2)16" 2 OE,LVL 187"(15-7") - 7511 4 2 b n/a n/a 4 20 (2)2x12 SPF#1/#2 79"(6'-7") 3184 4-2.b n/a 3 2 20 (2)18" 2 OE,LVL 211"(17'-7") 8463 4.2 b n/a n/a _4 21 (3)2x4 SPF#2(s) 37"(VA") 1496 4 2 b n/a n/a 2 21 (2)20" 2 OE,LVL 234"(19'-6") 9414 _ 4.2 b n/a n/a n/a- 22 (3)2x6 SPF#2(s) 55"(4'-7") 2194 4 2 b n/a n/a 2 22 (2)22" 2 OE,LVL 258"(21'4") 1672' 4 2 b n/a n/a n/a 23 (3)2x8 SPF#2(s) 69"(5'-9") _ 2780 - 4 2 b - n/a n/a 2 23 (3)3 5" 2 OE,LVL -47"(3'41") 1879 4 2 b n/a n/a 2 24 (3)2x10 SPF#2(s) 85"(7'-1") 3396 4 2 b n/a n/a 3 24 (3)55" 2 OE,LVL 74"(6'-2") 2962 4 2 b - n/a_ n/a '2 25 (3)2x12 SPF#2(s) 98"-(8'-2") - 3942 4 2.b n/a n/a 3 25 (3)7 25" 2 DE,LVL 98"(8'-2") 3915 4.2 b n/a n/a 3 26 (3)2x4 SPF#1/#2 40"(3'-4") 1592 4 2 b n/a n/a 2 26 (3)9 25" 2 OE,LVL 125"(10'-5") 5007 4.2.b n/a n/a' 3 27 (3)2x6 SPF#1/#2 58"(4'-10") 2330 4 2 b _ n/a - n/a 2 _ 27 (3)1125" 2 OE,LVL 152"(12'-S") 6103 4.2 b n/a n/a -3- 28 (3)2x8"SPF#1/#2 74"(6'-2") 2954 4 2 b n/a n/a' 2 28 (3)12" 2 OE,LVL 162"(13'-6") 6511 4 2 b" _ n/a-- n/a 4 29 (3)2x10 SPF#1/#2 90"(T-6") _3611 -42.b _ n/a -n/a 3 29 (3)14" 2 OE,LVL 189"(15'-9") 7613 42b' n/a n/a' 4 30 (3)2x12 SPF#1/#2 104"(8'-S") 4192 4 2 b n/a n/a, 3 30 (3)16" 2 OE,LVL 216"(18'-0") 8720 42 b n/a n/a 'n/a' A=LL=360,TL=240,CD=115 Wall Height=9 ft Table Load=950 PLF 31 (3)18" 2 OE,LVL 243"(20'-3") 9831 4.2 b n/a-- n/a n/a 32 (3)20" 2 OE,LVL 270"(22'-6") 10941 4 21b n/a - n/a -n/a Stud Column Table Load for Tables"E"&"F"=1000 PLF 33 (3)22" 2 OE,LVL 297"(24'-9") 12061 4.2 6 - n/a n/a n/a - A=LL=360,TL 240,CD=115 Wall Height=9ft Table Load=950 PLF Table"G"-Matewall Headers and Girders(W4): "Per Module" Table"H"-Matewall Headers and Girders(W4): "Per Module" First Floor stud Columns 3 First Floor Stud Columns'- 1 Reaction Reaction No - Mem! Specie Max Span (lbs) - Page# 2x45PF z01/#2 2x65PF No Mems spe lest Max Span (lbs) Page# 2x45PF 2x4 sPF 2x6 SPF Stud al/a2 #1/#2 stud 111/112 #1/#2 1 (1)2x4 SPF#2(s) 21"(1'-9") 762 42 b 1 1 1 1 (1)35" 2 OE,LVL 33"(2'-9") 1179 4 2 b 1 1 1 2 (1)2x6 SPF#2(s) 31"(2'-7") 1116 42 b 1 - 1 1 2 (1)5 5" 2 OE,LVL 52"(4'-4") 1853 4 2.b 1 1 1 3 (1)2x8 SPF#2(s) •39"(3'-3") 1414 4 2 b 1 1 1 3 (1)7 25" 2 OE,LVL 68"(5'-8") 2447 4.2 b 2 - -2 '_ -1 4 (1)2x10 SPF#2(s) 48"(4'-0") -1726 4 2 b 1 - 1 1 4 (1)9 25" 2 OE,LVL 87"(7'-3") 3123 4.2-b- 2 2 1 5 (1)2x12 SPF#2(s) 56"(4'-S") 2004' 42 b 2 1 1 5 (1)1125" 2 OE,LVL 106"(8'-10") 3791 4-2.b 2 2 2 6 (1)2x4 SPF#1/#2 22"(1'-10")- 792 4 2 b 1 1 1 _ 6 (1)12" 2 OE,LVL -113"(9'-5") 4027 4.2.b 3 2 2 7 (1)2x6 SPF#1/#2 33"(2'-9") 1184_ 4 2 b 1 1 1 7 (1)14" 2 OE,LVL 130"(10'40") 4649 42.b 3 - 3 2 8 (1)2x8 SPF#1/#2 42"'(3--15") 1500 - 4 2 b 1 1 1 8 (1)16" 2 OE,LVL 147"(12'-3") 5269 4 2 b 3 - 3 2 9 (1)2x10 SPF#1/#2 51"(4'-3") - 1833 4 2 b 1 1 1- 9 (1)18" 2 OE,LVL 164"(13'-8") ."5880 4-2.b 4 3 2,_- 10 , - 10 (1)2x12 SPF#1/#2 59"(4'-11") 2129 4 2 b 2 - 1 1 10 (1)20" 2 OE,LVL 181"(15-1") 6488 42.b 4 3 - 2- 11 _11 (2)2x4 SPF#2(s) -_30"(2'-6") - 1078 4 2 b 1 - 1 1 11 (1)22" 2 OE,LVL 198"(16-6") 7093 4.2.b _ 4 - 4 3 12 (2)2x6 SPF#2(s) 44"(3'-S") 1578' 4 2 b 1 1 1 12 (2)35" 2 OE,LVL 42"(3'-6") 1513, 4.2-b 1 1 1 13 (2)2x8 SPF#2(s) 56"(4'-8")- 2002 4 2 b-_ 2 1 1 13 (2)55" 2 OE,LVL 67"(5'-7") 2386 4 2 b 2 2 1 14 ,(2)2x10 SPF#2(s) 68"(S'-8") 2444 4 2 b 2 2 1 14 (2)7 25" 2 OE,LVL 88"(7'4") 3150 4.2.b„_ 2 2 1- 15 (2)2x12 SPF#2(s) 79"(6'-7") 2836 4 2 b 2 2 1 15 (2)9 25" 2 OE,LVL _112"(9'-4") 4028 4.2 b .3 2 -2 16 (2)2x4 SPF#1/#2 32"(2'-8") 1146 -42.b 1 1 1 16 (2)1125" 2 OE,LVL 137"(11'-5") 4904 4-2.b 3 3 2 17 (2)2x6 SPF#1/#2 47"(3'-11") 1677 4 2 b 1 1 1 17 (2)12" 2 OE,LVL 146"(12'-2") 5237 4.2 b 3 3 2 18 (2)2x8 SPF#1/#2 59"(4'-11") 2127 42 b _, 2 1 1 18 (2)14" 2 OE,LVL 170"(14'-Z") 6117 4.2 b 4 3 2 19 (2)2x10 SPF#1/#2 72"(6'-0") 2600 4 2 b _ 2. 2 1 19 (2)16" 2 OE,LVL 195"(16'-3") 7004 4.2 b 4 4 -2 20 (2)2x12 SPF#1/#2 84"(7'-0") _3014 - 4 2 b 2 2 1 20 (2)18" 2 OE,LVL 219"(18'-3") 7889 4.2 b 5 -4 3 21 (3)2x4 SPF#2(s) 39"(3'-3") _ 1416 4 2 b n/a n/a 1 21 (2)20" 2 OE,LVL 244"(20'-4") 8777 4 2 la" 5 4 3 22 (3)2x6 SPF#2(s) 58"(4'-10") 2075- 42b n/a n/a 1 22 (2)22" 2 OE,LVL 268"(22'4") 9672 4.2 b 6 -5 3 23 (3)2x8 SPF#2(s) 73"(6'-1") - 2630- 4 2 b n/a n/a 1 23 (3)35" 2 OE,LVL 49"(4'-1") 1750 4.2 b n/a n/a 1 24 (3)2x10 SPF#2(s) 90"(7'-6") 3212 - 42.b - n/a n/a 1 24 (3)55" 2 OE,LVL _ 77"(6'-5") 2759 4 2 b n/a n/a 1 25 (3)2x12 SPF#2(s) 104"(8'-8") 3732- 4 2 b n/a n/a 2 25 (3)7 25" 2 OE,LVL 102"(8'-6"), 3647 4 2 b n/a n/a 2 26 (3)2x4 SPF#1/#2 42"(3'-6") 1506 4.2.b n/a n/a 1 26 (3)9 25" 2 OE,LVL 130"(10'-30") 4661 4 2 b n/a n/a _2 27 (3)2x6 SPF#1/#2 61"(5'-1") 2205 4 2 6 n/a n/a 1 27 (3)1125" 2 OE,LVL 158"(13'-2") -,5683 X4.2 b n/a n/a 2 28 (3)2x8 SPF#1/#2 78"(6'-6") 2795 4 2 b n/a n/a 1 28 (3)12" 2 OE,LVL 168"(14'-0") 6067 4 2 b n/a n/a 2 29 (3)2x10 SPF#1/#2 95"(7'-11") 3418 4 2 b - n/a n/a 1 29 (3)14" 2 OE,LVL 197"(16'-5") 7095 4 2 b n/a n/a 3 30 (3)2x12 SPF#1/#2 110"(9'-2") 3966 4 2.b n/a -n/a 2 30 (3)16" 2 OE,LVL 225"(18'-9") 8128 4.2.b n/a 'n/a 3 _ A=LL=360,TL=240,CD=1 15 Wall Height=9 ft Table Load=850 PLF 31 (3)18" 2 OE,LVL 253"(21'-1") 9162 4-2.b n/a n/a 3 _ 32 (3)20" 2 OE,LVL 281"(23'-5") 10204 4 2 b n/a n/a 3 33 (3)22" 2 OE,LVL 309"(25'-9") 11251 _4-2.b n/a n/a 4 A=LL=360,TL 240,CD 115 Wall Height=9ft Table Load 850 PLF 2nd Fir.Flr/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VOLT)Exp C,131(VuLT)Exp D Table"J"-Matewall Floor/Ceiling Members(W4): "Per Module" Table N"-Matewall Floor/Ceiling Members(W4): "Per Module" 1st Fir.Clg./2nd Fir.Fir. Stud Columns 3 1st Fir.Cig./2nd Fir.Fir. Stud Columns 3 Reaction Reaction Page# 2x45PF 2x45PF 2x65PF Page# 2x45PF 2x4SPF 2x65PF No Mems Species Max Span (lbs) - stud #1/#2 #1/#2 No Mems Speciest Max Span (lbs) stud #1/#2 #1/#2 (1)2x10 SPF#2(s) - (1)925" 2 OE,LVL - - 1 over 70"(5'-10") 2505 5.2 b 2 -2- 1 1 over -126"(10'-6") 4.507 - 5.2.b 3- -'3+ ' "-2! ' (1)2x12 -SPF#2(s) - -- - (1)11.25" 2 OE,LVL- - - - ' (1)2x10 SPF#1/_#2 `' (2)9 25" 2 OE,LVL 2 over .74"(6'-2") - 2661 5 2 b - 2 - -2 - 1 2 1 over 161"(13'-5") 5793 5 2.b 4 13 -'2 (1)2x12 SPF#1/#2 _ - _- _ (2)1125" 2 OE,LVL _ - (2)2x10 SPF#2(s) _ - ,(3)9 25" 2 OE,LVL 3 over 99"(8'-3') 3555. 5.2.b I2 2' 2 3 over 185"(15'-5") 6717 __5.2.1b n/a -n/a 2 (2)2x12 SPF#2(s) _ -- - - - (3)1125" 2 OE,LVL (2)2x10 SPF#1/#2 -- - A=LL=360,TL=240,CD=1.15 Wall Height=9 ft Table Load=850 PLF 4 over 105"(8'-9") -'3781 5 2'b 2 .: 2 2 - (2)2x12 SPF#1/#2 (3)2x10 SPF#2(s) 5 over 130"(10'40") 4686 ,5.2 b 'n/a n/a i, 2, - (3)2x12 SPF#2(s) - - (3)2x10 SPF#1/#2 - , - 6 over 138"(11'-6") _ 4989 - "5.2 b n/a n/a 2 - (3)2x12 SPF#1/#2 - - A=LL=360,TL=240,CD=115 Wall Height=9ft Table Load=850 PLF 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VOLT)Exp C,131(VuLT)Exp D Table"L"-First Fir.Fir.Girders(W6): "Per Module" Table"M"-First Fir.Fir.Girders(W6): "Per Module"-No Roof Load First Floor Reaction Pa e# MemFirst Floor Reaction Pa e# (W6-W2) No Memp Species 5 ecies t Max Span (lbs) g No s Species Max Span ( )t lbs g ` 1 (1)2x8 SPF#2(s) ;-32"-(V-8"), 1715 , 42 c 1 1 (1)2x8 SPF#1/#2 -_39"(3'-3") - 1402, 4.1.1b - 2 (1)2x10 SPF#2(s) 40"(3'--4"),,- 2092 4.2 c 2 (1)2x10 SPF#1/#2 48"(4'-0") 1710 ,- _4.1 b 3 (1)2x12 SPF#2(s) 46"(3'-10") 2424 42c, 3 '(1)2x12 SPF#1/#2 55"'(4'-7"), 1984 -4-1.b , 4 (1)2x8 SPF#1/#2 34"(2'-10") - -1822 4.2 c 4 (1)725" 2 OE,LVL 66"(5'-6"), 2344 4 1 b ' 5 (1)2x10 SPF#1/#2 42"(3'-6")' 2224 '_ 4 2 c _ 5 (1)9 25" 2 OE,LVL 82"(6'-10"), - 2943 - 4.1.b 6 (1)2x12 SPF#1/42 -49"(4'-1") 2582 - -4 2.c 6 (1)1125" 2 OE,LVL =99"(8'-3") .3535 4 l.b- 7 (1)7 25" 2 OE,LVL -58"(4'-10") 3050 4.2 c 7 (1)14" 2 OE,LVL' 121"(10'-1")' 4337 - 4'1 b 8 (1)9 25" 2 OE,LVL -_73"(6'-1") 3828 4.2.c 8 (2)2x8 SPF 41/#2 55"(4'-7") 1982, -4.1.b 9 (1)11 25" 2 OE,LVL 87"(7'-3") 4595 4 2 c 9 (2)2x10 SPF#1/#2 _ 68"(5'-81.) 2425 4.1 b 10 (1)12" 2 OE,LVL 93"(7'-9") 4878 4.2 c 10 (2)2x12 SPF#1/#2 78"(6'-6") 2813, -4.1.b it (1)14" 2 OE,LVL 107"(8'-11") .5633 4 2 c 11 (2)7 25" 2 OE,LVL 88"(T-4") 3150 `-4-1-b 12 (1)16" 2 OE,LVL 122"(10'-2") 6383 4.2.c 12 (2)9 25" 2 OE,LVL 112"(9'4") 4028 --, 4 1.6 13 (1)18" 2 OE,LVL 136"(11'-4") 7121- 4 2 c 13 (2)1125" 2 OE,LVL 137"(11'-S") 4904 -4 1.b 14 (1)20" 2 OE,LVL -150"(12'-6") 7860 - A 2 c 14 (2)14" 2 OE,LVL 170"(14'-2") -6117 4.Lb 15 (1)22" 2 OE,LVL -164"(13'-8") 8593 4 2 c 15 (3)2x8 SPF#1/#2- 73"(6'-1") '-,2607 - 4 1 b 16 (2)2x8 SPF#2(s) 46"(3'-10") 2426, 4 2 c 16 (3)2x10 SPF#1/#2 89"(7'-5") '3186 4 l.b_ 17 (2)2x10 SPF#2(s) 56"(4'78") 2961- 4 2 c 17 (3)2x12 SPF#1/#2 103"(8'-7") 3699 4 1 b 18 (2)2x12 SPF#2(s) 65"(5'-5") 3434- 4 2 c 18 (3)725" 2 OE,LVL '102"(8'-6") 3647 4.1 b_ 19 (2)2x8 SPF#1/#2 49"(4'-1") 2577 4 2 c '19 (3)925" 2 OE,LVL 130"(10'-10") -4661 - -41b 20 (2)2x10 SPF#1/#2 60"(5'-0") 3151 4 2 c 20 (3)1125" 2 OE,LVL 158"'(13'-2") 5683- '_4.1.b 21 (2)2x12 SPF#1/#2 - 69"(5-9") 3650- 4 2 c 21 (3)14" 2 OE,LVL 197"(16'-5") 7095 4 1 b 22 (2)7 25" 2 OE,LVL 77"(6'-5") 4028 4 2.d A=LL=360,TL=240,CD=10 Table Load=850 PLF ' 23 (2)925" 2 OE,LVL 98"(8'4") ' 5144 4 2 c _ 24 (2)1125" 2 OE,LVL ,119°(9'41") 6268 42c Table"N"-First Fir.Fir.Girders(W6): "Per Module"-No 2nd Fir.Load 25 (2)12" 2 OE,LVL 127"'(10'-7") 6686 4.2 c First Floor Reaction (W6 (10'7") Page# 26 (2)14" 2 OE,LVL 148"(12'-4") 7807 A 2 c No Mems Species 1 Max Span (lbs) - 27 (2)16" 2 OE,LVL 170"(14'-2")' `8930 4 2 c 1 (1)2x8 SPF#1/#2 57"(4'-9") 961, 4.1 a 28 (2)18" 2 OE,LVL -191"(15'-11") 10063 4 2 c 2 (1)2x10 SPF#1/#2 70"(5'40") 1176 41 a, 29 (2)20" 2 OE,LVL 211"(17'-7") 11146 - 4,2 c 3 (1)2x12 SPF#1/#2 81"(6-9") 1365 4.1 a 30 (2)22" 2 OE,LVL 231"(19'-3") 12188 4 2 c 4 (1)7 25" 2 OE,LVL 90"(T-6") ,1517 _ 4.1.a 31 (3)2x8 SPF#2(s) - 60"(5'-0") :3182 4 2,c 5 (1)9 25" 2 OE,LVL 115"(9'-7") 1939 '4.1 a 32 (3)2x10 SPF#2(s) .74--(6'-2") 3896 4 2 c 6 (1)1125" 2 OE,LVL 140"(11'-8")'_ 2362 4 l.a 33 (3)2x12 SPF#2(s) 86"(7'-2") '4516 4 2 c 7 (1)14" 2 OE,LVL 174".(14'-6") .2944 4 1 a 34 (3)2x8 SPF#1/#2 ,64"(5'-4") 3385 4 2 c 8 (2)2x8 SPF#1/#2 81"(V-9"), 1364 4.1 a 35 (3)2x10 SPF#1/#2 78"(6'-6")_ 4138 - 4.2 c 9 (2)2x10 SPF#1/#2 98"(8'-2") 1667 4 1'.a 36 (3)2x12 SPF#1/#2 91"(7'-7") ,4804 _ -4 2 c 30 (2)2x12 SPF#1/#2 - 114"(9'-6") 1936 4 S.a 37 (3)7 25" 2 OE,LVL 89"(7'-5") -4671 42c- 11 (2)725" 2 OE,LVL .=115"(9'-7")-- 1945 4 l.a 38 (3)9 25" 2 OE,LVL 113"(9'-5"), 5968 4.2.c 12 (2)9 25" 2.13E,LVL 147"(12'-3") 2489 _4 1.a 39 (3)1125" 2 OE,LVL 138"(11'-V) 7264' 4 2.c - 13 (2)1125" 2 OE,LVL 178"(14'=10") 3037 4 l.a 40 (3)12" ' 2 OE,LVL 147"(12'-3") 7754, 4.2 c 14 (2)14" 2 OE,LVL 222"(18'-6"), 3795 -4.1.a 41 (3)14" 2 0E,LVL 172"(14'-4') -9061 4 2 c - 15 (3)2x8 SPF#1/#2 106"(8'-10") 1795 _ 4.1.a 42 (3)16" 2 OE,LVL 196"(16'-4") 10372 4 2.c_ 16 (3)2x10 SPF#1/#2 129",(10'-9")- 2197 4.1.a 43 (3)18" 2 OE,LVL 221".(18'-5") 11687 42 c 17 (3)2x12 SPF#1/#2 149"(12'-5") 2552 4'1:a 44 (3)20" 2 OE,LVL '245"(20'-5") 13007 4 2 c 18 (3)725" 2 OE,LVL 132"(11'-0") 2250 ,"4.1.d 45 (3)22" 2 OE,LVL 270"(22-7'6") 14330 4 2 c _ 19 (3)9.25" 2 OE,LVL 169"(14'-1") 2884 4.1.a A=LL=360,TL=240,CD=1 15 Table Load=1250 PLF - 20 (3)1125" 2 OE,LVL 205"(17'-1") -3525 41.a 1,21, (3)14"- 2 OE,LVL 256"(21'-4") 4414 - 4 I.a A=LL=360,TL=240,CD=1 0 Table Load=400 PLF 1st Flr.Headers 8c Girders-28'-Wide,7/12-Pitch,Standard Morio-Flat-Truss,35 Pg,110/142(Vaso/VOLT)Exp C,131(VOLT)Exp D- • NO ROOF LOAD TRANSFER(W4-W2) • Table"P"-Matewall Headers and Girders(W4-W2): "Per Module" Table"Q"-Matewall Headers and Girders(W4-W2): "Per Module" First Floor - Stud Columns' First Floor Stud Columns 3 Reaction Reaction Page# 2x4 SPF 2x45PF 2x6SPF Page# 2x45PF 2x45PF 2x65PF No Mems Species Max'Span (lbs) stud #1/#2 #1/#z No Mems Speciesl Max Span (lbs) Stud 01/#2 #1/#2 1 (1)2x4 SPF#2(s) 27"(2'-3") - 517_-; A I.a- "_1 1 1 1 11)3 5" 2 OE,LVL 41"(3'-5"), '-785 4.1 a .1, 1 1 2 (1)2x6 SPF#2(s) X40"(3'-4") '759, '-4.1 a._ - 1 .__ 1 1 2 (1)5 5" -2 OE,LVL '65"(5'-5") 1238 `4.1 a _ -1 -_-1 1 3 (1)2x8 SPF#2(s) 51"_(4'-3")' '960 4 1 a --'1 - 1, 1 3 (1)7 25" 2 OE,LVL 86"(Tr2")', 1634 41a 1 1 -,_ i 4 (1)2x10 5PF#2(s) 62"(5'-2") 1174 4 1 a 1 ,1 1- 4 (1)9 25" 2 OE,LVL 110"(9'-2") 2089 - 4.1.a ' 2 - 1, _ 1 " 5 (1)2x12 SPF#2(s) 72"(V-0")_ 1361 41ta --1., 1 1- 5 (1)1125" 2.OE,LVL `'134"(11'-2") -2543 4.1 a' -2 „ -2 - 1 6 (1)2x4 SPF#1/#2 29"(2'-5") _,551 4.1 a 1 1 1 6 (1)12" 2 OE,LVL 143"(11'41") '-2715 4 1 a , 2 ,2 1 7 (1)2x6 SPF#1/#2 42"(3'-6") 804 - ,41. - 1= 1 -1 7 (1)14" 2 OE,LVL 166"(13'710")- _3162 4.1.8 _ 2 2 - 1 8 ,(1)2x8 SPF#1/#2 54"(4'-6") 1020; 41a 1 �1 1 8 (1)16" 2 OE,LVL 188"(15'-8") 3583 _ 4 1 a 2 •'2 - 2 9 (1)2x10 SPF#1/#2 66"(5'-6") .1247 _-41 a -1 1- 1 9 (1)18" 2 OE,LVL _210"(17'-6',') 4003 4.1.a 3 `.Z 2 10 (1)2x12 SPF#1/#2 76"(6'--4") 1446 - -41a - 1 ;1 1 10 (1)20" 2 OE,LVL 232"(19'4") 4417, 4 1 a '-3 '- 2, 2 11 (2)2x4 SPF#2(s) 38"(3'-2") - 732 41a_ 1 1 _ 1 11 (1)22" 2 OE,LVL 253"(21'-1") .4833 '4 1 a -3 - 3.--,- 2 12 (2)2x6 SPF#2(s) - 56"_(4'-8")- 1073 4 La 1_ 1 1_ 12 (2)3 5" 2 OE,LVL 53"(4'-5"j 1005 `41.a,-, -1 1 -- 1 13 (2)2x8 5PF#2(s) -71"(V-11") 1358 -41a- 1 1 _ 1 - 13 (2)5 5" 2 OE,LVL 83"(6'-it"�), 1586 41a- '1 1 -1 14 (2)2x10 -SPF#2(s) 87",(7'-3"Y .1663 41 a`- 1 1 _ 1 14 (2)7 25", 2 OE,LVL 110"(9'-2") 2097 4 I.a - 2 1-, . 1 15 (2)2x12 SPF#2(s) 101"(8'-5") 1929 41-a - 2 '1', - 1 15 (2)9 25" 2 OE,LVL 141"(11`-9")- 2682' ,-41a -2 2- 16 _16 (2)2x4 SPF#1/#2 41"(3'-5") _ 778 - 41a - 1 1 - 1 16 (2)1125", 2 OE,LVL 171"(14'-3") 3270 4.1 a 2 2 1 17 (2)2x6 SPF#1/#2 - 60"(5'-0") 1140 -4 1 a 1 -1 _ -1- 17 (2)12" 2 OE,LVL -183"(15'4')',- 3494, 4 1 a - '2 - '_2 11 18 (2)2x8 SPF#1/#2 76"(6'-4") - 1446 ,4 1 a - 1 1 1 - 18 (2)14" ME,LVL 213"(17'-9") 4086-' 4.1 a ,� 3 2 2 ` 19 (2)2x10 SPF#1/#2 '93"(7'-9") 1768 41.a _ 1 - 1 1 19 (2)16" 2 OE,LVL 244"(20'-4") 4683 4A.a - -3 3,''' 2 20 (2)2x12-SPF#1/#2 108"(9'-0") 2053 4 1 a - 2� --1 -- 1 20 (2)18" 2 OE,LVL 274"(22'-10") X5285. 4 1.a 3' 3 1 - 21 (3)2x4 SPF#2(s) 51"(4'-3") -962 4.1 a - n/a �n/a 1 21 (2)20" 2 OE,LVL 305"(25'-5") - 5888 4 1 a', 4 -3 2 22 (3)2x6 SPF#2(s) - 74"(6'-2") 1410 41a -n/a _n/a 1 22 (2)22' 2 OE,LVL335"(27'-11") 6494 41a 4 3. 2 23 (3)2x8 5PF#2(s) 94"(7'-10") 1789 41 a = n/a - n/a 1 23 - (3)3 5" 2 OE,LVL --61"(5'-1"),' -1159 - 41a n/a n/a I 24 (3)2x10 SPF#2(s) ,115"(V-7") -' 2189 4 1 a n/a n/a--', 1, 24 (3)5 5"- 2 OE,LVL 96"(8'-0") 1831 41a— _ n/a - n/a, '1 25 (3)2x12 SPF#2(s) 133"(11'-1") 2542 -41a = n/a n/a '1- 25 (3)7 25" 2 OE,LVL '127"(10'4--) 2423 4.1 a h/a n/a - 1 26 (3)2x4 SPF#1/#2 54".(4'-6") 1024 - 4 l.a.- n/a -n/a 1 1 26 (3)9 25" 2 OE,LVL 162"(13--6"), 3106, 4 1 a - '6/a n/a 1 27 (3)2x6 SPF#1/#2 _`-79"(6'-7") 1500 '41 a _n/a .n/a'- 1 27 (3)1125" ZOE,LVL _197"(16'-5") 3794 - 41a 'n/a ,n/a -2, 28 (3)2x8 SPF#1/#2- 100't(8'-4") 1902 4 1 a n/a- yn/e 1 - 28 (3)12" 2 OE,LVL '210"(17'-6") 4052, '141i f n%a n/a 2 29 (3)2x10 SPF#1/#2 _122"(10'-2") 2327 '41a n/a n/a- ,1 29 (3)14" ME,LVL 245"(20',V') '4748 4 1 a -n/a�, n/a 2 30 (3)2x12 SPF#1/#2 141"(11'-9") 2705 41a 'n/a n/a 1 30 (3)16" 2 OE,LVL 280"(23'-4") 5450 4 1 a' n/a n/a 2 A=LL=360,TL=240,CD=1 0 Wall Height=9 ft Table Load=450 PLF 31 (3)18" 2 OE,LVL 315"(26'-3") 6156 4.1 a' n/a n/a 2 _ 32 (3)20" 2 OE,LVL _351"(29'-3") -6869 '4'1 a - n/a n/a" ',,'2 33 (3)22" 2 OE,LVL 386"(32'-2") -7588 4 I.a n/a n/a - 3 A=LL=360,TL 240,CD=10 Wall Height=9ft Table Load=450 PLF 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VULT)Exp C,131(VOLT)Exp D ® NO ROOF LOAD TRANSFER(W4-W2) • Table"R"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" Table"S"--Matewall Floor/Ceiling Members(W4-W2): "Per Module" 1st Fir.Clg./2nd Fir.Fir. Stud Columns' 1st Fir.Clg./2nd Fir.Fir. Stud Columns' Reaction Reaction Page# 2x45PF 2x45PF 2x6 SPF S 1 Page# 2x45PF 2x45PF 2x6 SPF _ No Mems Species Max Span (lbs) stud #1/#2 #1/#2 No Mem Species Max Span (lbs) Stud #1/#2 #1/#2 (1)2x10 SPF#2(s) - - (1)9 25" 2 OE,LVL 1 over 89"(7'r5") 1704 5 1 a 1 - 1 - 1- 1 over • 157"(13'-1") 3003 5.1 a 2- 2 1 (1)2x12 SPF#2(s) - _ (1)1125" 2 OE,LVL ' (1)2x10 SPF#1/#2 - _ _ _ ._ - - (2)9 25" 2 OE,LVL 2 over 95"(7'41") 1814 5.1 a 1 - 1' -1 2 over - 200"(16'-8") -3869 -, 5.1 a _ 3 Z 2 (1)2x12 SPF#1/#2 _- - - _ - - (2)11.25" 2 OE,LVL - (2)2x10 5PF#2(s) (3)9 25 2 OE,LVL - 3 over 126"(10'-6') -,2429 _ 5.1.a 2 2_ 1 3 over 230"(19'-T')_ ''4508 5 1 a -n/a' n/a 2' (2)2x12 5PF#2(s) - - (3)1125" 2 OE,LVL - - - - - . (2)2x10 SPF#1/#2 - - _ - A=LL=360,TL=240,CD=10 Wall Height=9 ft Table Load=450 PLF 4 over -'134"(1V-2")-_,-2588 5 1 a 72 _ 2 .1_ - - (2)2x12 5PF#1/#2 (3)2x10 SPF#2(s) - 5 over '166"(13'-10") 3214 5 1 a n/a 'n/a 1 - (3)2x12-SPF#2(s) (3)2x10 SPF#1/#2 6 over 176"(14'-8") 3429 5.1 a �n/a - n/a_ 1 (3)2x12 SPF#1/#2 A=LL=360,TL 240,CD 10 Wall Height=9ft Table Load 450 PLF Structural Schedule for a 1-Story Dwelling: Job#: 32026gar Ground Snow Load 35 psf Basic Wind Speed Vaso 110 mph 3sg- ° Exp.`_.C Ultimate Wind Speed VULT _ 142 mph 3sg_ Eq.Exp"D"Wind Speed VULT 130 mph 3sg W1=517 pif W2=238 pif Mean Roof Height 20 ft' Wall Zone' 5 Roof Pitch 12/12 no Truss Type -Cape" Knee wall Dim. 96. W3=892 pif W4=603 pif Roof Design Standard Loading Section-"Loads per Module" Max.Module Width'' - 13 ft " House Width(nom) 26 ft Wall Height-1st Floor ,8 ft Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 50 plf 1st Fir.DL= 10 psf Mate Wall DL= 40 pif ° (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=517 plf. Reference page#2 2 10 within the Calculation Manual for loading origin W2=Truss Reaction converted to PLF=238 plf Reference page#2 2.10 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W1+Ext Wall DL [(0.5 x 13)x(40+10)]+517+50=892 pif W4=[(1/2'Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plf): [(0 S x 13)x(40+10)]+238+40=603 pif TL LL DL Wi6= 517 388 129 No-Transfer Load(NTL)Loadine Section Formulas: W26=' 238 179 59 W3,NTL W1=[(1/2 Max Mod Width)*(ist5tory LL+Floor DL)]+Ext Wall DL W3= 892 648 244 [(0 5 x 13)x(40+10)]+50=375 plf W4= 603 439 164 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 375 260 US [(0 5 x 13)x(40+10)]+40=365 plf W4 NTL W2= 365 260 105 Footnotes Applicable to All Pages Within this Section: 1) All LVL is 1 5"wide,2 OE LVL maybe as shown or better. 2) Ext Stud Columns reference page 6 2 11 e of the Calc Manual The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int Stud Columns reference page 6 4.1.a of Calc Manual. Columns shown are braced If unbraced,seepage 6 4 1 b of calc manual-choose appropriate, column for reaction given 4) Reference page 6.1.1 a of Calc Manual for Exterior Studs and page 6 3 1 a of Calc Manual for Interior Studs 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below See calc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards* ASCE 7-02,05&10 and NDS O5,12&15 9) Most common loading condition shown above Load sections based on specific conditions maybe generated referencing caiculatioins in approved manual Stud Requirements:° First Floor 8'Wall Height 12"o c 16"o c 24"o c 2x4 SPF#1/#2 OK OK NG _ Sidewall 2x6 SPF Stud - OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2X4SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK 'OK 8ft High matewall stud calc values may be used for 9 ft high walls if solid wall blocking is installed at 8 ft of .f.. Sidewall Table Load=517 PLF Matewall Table Load=238 PLF -1st Fir.Headers&Girders-26'-Wide,12/12-Pitch,Standard Cape-Truss,35 Pg,110/142(VASD/VuLT)Exp C,130(VuLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(W1): First Floor ReaStud Columns' Reaction'' First Floor Stud Columns 2'' ction Max.Spa Page# 2x4 SPF 2x6 SPF 2x6 SPF 5 y Page# 2x4 IPI 2x6 IPI 2x6 SPF No Mems Species Max.Span Obs) #1/#2 stud #1/#2 No Mem Species, n (Ibs) #1/#2 stud #1/#2 1 (1)2x4 SPF#2(s) 26 (2'-2") 615 4 2.a 2- 2 2 1 (1)3.5" 2 OE,LVL 38"(3'-2") _ 893 -4.2.a-= 2 2 -12 2 (1)2x6 SPF#2(s) _ 39"(3'-3") 899 - 4 2.a 2 _ - 2 2 _ 2 (1)5 5" 2 OE,LVL -61"(S'-1") - 1408 4.2-a - 3 2 2 3 (1)2x8 SPF#2(s) 49"(4'-1") 1137 4.2'a 3 12 - 2 3 (1)7.25" 2 OE,LVL SO(6'-8") 1856 4.2 a 3 2 2. 4 (1)2x10 'SPF#2(s) 60"(5-0") -.1389 A 2 a' 3 + 2 2 4 (1)9.25" 2 OE,LVL 102"(8'-6"-) 2373 4 2.a- 4 3 2 5 (1)2x12 SPF#2(s) 69"(5-9") 1611 4 2 a 3 2 2 5 (1)1125" 2 OE,LVL •125"(10'-5") 2888 '4 2.a n/a, 3 ' 2 6 (1)2x4 SPF#1/#2 28"(2'4"$ - 653 4 2 a 2 _ 2 - 2 6 (1)12' 2 OE,LVL 133"(11'-1") 3083 4 2.a _ _Na 3 2 7 (1)2x6 SPF#1/#2 41"(3'-5") --955 -4.2 a 2 2- 2 7 (1)14" 2 OE,LVL 155"(12'41") 3600 4 2.a n/a 4 3- 8 (1)2x8 SPF#1/#2 - 52"(4'-4") 1209 4 2 a 3 2 - 2 8 (1)16" 2 OE,LVL 178"(14'-10") 4120 '4.2.a n/a 4 3 9 (1)2x10 SPF#1/#2 64"(5'-4")_ 1476 4 2.a -3 2 2 9 (1)18" 2 OE,LVL 200"(16'4") 4639 4.2.a n/a_ 4 -3 10 (1)2x12 SPF#1/#2 74"(6'-2") 1712 4 2 a 34.2.a n/a 'n/a 3 2 2 10 (1)20" 2 OE,LVL ,�222' (18`-6") 5162 ' 11 (2)2x4 SPF#2(s) 37"(3'-1") . 869 '4 2 a 2 2 2 11 (1)22" 2 OE,LVL 244"(20'-4") 5683 4.2 a - n/a• •n/a 3 12 (2)2x6 SPF#2(s) 55"(4'-7") -'1271 4.2 a 3 2 2 12 (2)3.5" 2 OE,LVL 49"(4'-1") 1144 _ 4.2.a 3 2 _ 2 13 (2)2x8 SPF#2(s) 69"(5-9") 1611 4 2'a, 3 _ 2 2 13 (2)5 5" 2 OE,LVL 78`(6'-6") -,1805 4.2 a 3 -2 2- 14 (2)2x10 SPF#2(s) 85"(7'-1") 1968 4 2 a =3` 3, 2 14 (2)7 25" 2 OE,LVL 103"(8'-7")- 2383 4.2.a_ 4 3 2 - 15 (2)2x12 SPF#2(s) - 98"(8'-2') 2285 4 2.a 4 3' 2 15 (2)9.25" 2 OE,LVL 131"(10'-11") 3050 4.2.a n/a 3 2 , 16 (2)2x4 SPF#1/#2 40"(3'4") 922 4.2 a 2 2 2 16 (2)1125" 2 OE,LVL 160"(13'-4") 3718 4 2.a n/a •.4 3- 17 (2)2x6 SPF#1/#2 58"(4'40") 1350 4 2'a '3 -2 ,2' 17 (2)12" 2 OE,LVL 170"(14'-2") 3969 4 2.a n/a 4 3 18 (2)2x8 SPF#1/#2 74"(6',2") - 1712 4 2'a .3- 2 2 18 (2)14" 2 OE,LVL 199"(16'-7") 4641 - '4 2 a' n/a 4 3 19 (2)2x10 SPF#1/#2- 90'(7'-6") 2093 42a- 4 3 _-2- 19 (2)16" 2 OE,LVL 227"(18'-11") , 5316 42 a A/a •n/a 3_ 20 (2)2x12 SPF#1/#2 104"(8'-8") 2431 4 2 a - 4 '3 2' 20 (2)18" 2 OE,LVL 256"(21'4") 5994 4 2.a n/a n/a 3 21 (3)2x4 SPF#2(s) 47 (3'-11")' 1103 423 n/a _-n/a 2 - 21 (2)20" 2 OE,LVL 284"(23'-8") 6675 4 2 a - n/a n/a_ 4 22 (3)2x6 SPF#2(s) 72"(6'-0") 1670 4.2 a n/a- -n/a 2 22 (2)22' 2 OE,LVL 313"(26'-1") 7362 42a-- n/a n/a 4 23 (3)2x8 SPF#2(s) .91"(7'-7") 2118 4 2.a n/a n/a 2 23 (3)3 5" 2 OE,LVL 57"(4'-9") 1320 4.2-a _ n/a n/a; 2 24 (3)2x10 SPF#2(s) 111"(9'-3") 2591 -4.2•a n/a_ n/a 2 24 (3)55" 2 OE,LVL 90"(7'4") 2083 4 2 a ',n/a n/a, 2 25 (3)2x12 SPF#2(s) 129"(10'-9") 3008 4 2 a n/a n/a 2 25 (3)7 25" 2 OE,LVL 118"(9'-10") 2758 4 2 a n/a n/a -"2 26 (3)2x4 SPF#1/#2 51"(4'-3") -1195• 4 2 a n/a n/a 2 26 (3)9.25" 2 OE,LVL 151"(12'-7") "3531 4 2 a n/a n/a 3' 27 (3)2x6 SPF#1/#2 76"(6'-4"). 1778 4 2.a 'n/a-_ n/a 2 27 (3)11 25" 2 OE,LVL 184"(15-4") 4309 4.2.a -n/a n/a 3 28 (3)2x8 SPF#1/#2 97'(8'-1") 2252 4 2.a- n/a n/a 2 28 (3)12" 2 OE,LVL 196"(16'-4") "4601 4.2-a n/a n/a 3 29 (3)2x10 SPF#1/#2. 118"(9'-10") 2755 4,2 a n/a n/a 2 29 (3)14" 2 OE,LVL 229"(19'-1") 5386 4 2.a n/a n/a 3 30 (3)2x12 SPF#1/#2 -137"(Il'-5") 3199 4 2 a n/a n/a 2 30 (3)16" 2 OE,LVL 262"(21'-10") 6177 4.2.a n/a n/a 4- A=LL=360,TL=240,CD=1 15 Wall Height=8 ft Table Load=550 PLF 31 (3)18" 2 OE,LVL 294"(24'-6") 6973 4 2.a n/a n/a' 4- 32 (3)20" 2 OE,LVL 327"(27-3") 7774 " 4.2.a n/a n/a 4 Stud Column Table Load for Tables"A"&"B"=600 PLF 33 (3)22" 2 OE,LVL 360"(30'-0") 8584 4-2.a n/a' n/a n/a A=LL=360,TL=240,CD=1 15 Wall Height=8 ft Table Load=550 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Reaction Stud Columns' Re First Floor Stud Columns 3 ation Page# 2X3 SPF 2.x4 SPF 2X6 SPF 9 1 Page# 2x3 SPF -i-F-5Pf No Mems Species Max Span Obs) No Mem Species Max Span (Ibsc) #1/#2 #1/#2 41/92 1 (1)2x4 SPF#2(s) 39"(3'-3")- 414 4 2 a 1= 1 1 1 (1)35" 2 OE,LVL 51"(4'-3") - 538 4.2.a= 1 1 _1 2 (1)2x6 SPF#2(s) 57"(4'-9") 606 4 2.a - I-- _1 1 2 (1)55" 2-OE,LVL 80"(6'-8") f 848 4.2.a 1 1 y 1 3 (1)2x8 SPF#2(s) 73"(6'-1") 768 4 2 a 1 1 1 3 (1)725" 2 OE,LVL 106"(8'40") 1121 4 2 a _ -2 1 -1 4 (1)2x10 SPF#2(s) 89"(7'-5") 940- 4 2 a 1 1 1 4 (1)9 25" 2 OE,LVL 135"(11'-3") 1434 4 2 a 2 1 1 5 (1)2x12 SPF#2(s) 103"(8'-7") 1091 4 2 a 1 1 1 5 (1)1125" 2 OE,LVL 165"(13'-9") 1748 4.2.a 2 1' 1 6 (1)2x4 SPF#1/#2 42"(3'-6") 440' 4.2 a 1 1 1 6 (1)12" 2 OE,LVL 176"'(14'-8") 1867 4.2 a 2 1 1 7 (1)2x6 SPF#1/#2 61"(5'-1") 644 4.2 a 1 1 1 7 (1)14" 2 OE,LVL 205"(17-1") 2183 4 2 a 2 1 1 _ 8 (1)2x8 SPF#1/#2 77"(6'-5") 817 4.2.a 1 1 1 8 (1)16" 2 OE,LVL 235"(19'-7") 2501 4 2 a 3 2 - ,1 9 (1)2x10 SPF#1/#2 94"(7'-10") - 999 4 2 a 1 1• 1 9 (1)18" 2 OE,LVL 264"(22'-0") 2821 4 2 a 3" 2 - -1 10 (1)2x12 SPF#1/#2 109"(9'-1") 1160 4 2 a -2 - 1 1 10 (1)20" 2 OE,LVL 294"(24'-6") 3143- -4 2a- 3 2 1 11 (2)2x4 SPF#2(s) 54"(4'-6") 570- 4 2.a. n/a 1 1 11 (1)22" 2 OE,LVL 323"(26'-11") 3467 -42a 4 2 1 12 (2)2x6 SPF#2(s) 81"(6'-9") 859 4.2.a n/a 1 1 12 (2)3 5" 2 OE,LVL 65"(5'-5") 687 " 4 2 a n/a 1 1 13 (2)2x8 SPF#2(s) 103"(8'-7") 1090 4 2 a n/a 1 1 13 (2)55" 2 OE,LVL 102"(8'-6") 1086 A 2.a n/a 1 1 14 (2)2x10 SPF#2(s) 125"(10'-S") 1334 - 4 2 a n/a - 1 1 14 (2)7 25" 2 OE,LVL 135"(11'-3") 1437 4 2.a- n/a _ 1 1 15 (2)2x12 SPF#2(s) 145"(12'-1") 1550 4 2.a -n/a - I-- 1 15 (2)9 25" 2 OE,LVL 172"(14'4"). 1844 4.2.a n/a 1 1 16 (2)2x4 SPF#1/#2 58"(4'40") -619 4.2.a n/a 1 ',1 16 (2)1125" 2 OE,LVL 210"(17'-6") 2253 4 2.a n/a 12 1 17 (2)2x6 SPF#1/#2 _-86"(7'-2") 914 - 4 2 a n/a 1 1- 17 (2)12" 2 OE,LVL 224"(18'-8") 2408 _ 4 2.a n/a 2 1- 18 (2)2x8 SPF#1/#2 109"(9',-1',') -1160 4 2 a n/a 1 1 18 (2)14" 2 OE,LVL 261"(21`-9") 2825 4.2.a n/a 2 1' 19 (2)2x10 SPF#1/#2 133;'(111-1") ' 1420, 4,2.a n/a 1 1 19 (2)16" 2.OE,LVL 298"(24'-10") 3244 4.2'a' A/a, 2-' 1 20 (2)2x12 SPF#1/#2 154"(12'-10") 1649 4 2.a n/a ;A '` 1 20 (2)18" 2 OE,LVL 336"'(28'-O") '3667. 4.2.a n/a 2 2 21 (3)2x4 SPF#2(s) 62",(5'-2") _ 654 4 2.a _,n/a n/a 1 21 (2)20" 2 OE,LVL 373"(31'-1") 4095 4 2.a ',-n/a 2 , 2 22 (3)2x6 SPF#2(s) - 97"(8'-1")' 1035 4.2.a '_ n/a n/a 1- 22 (2)22" 2.OE,LVL 411"(34'-3") 4527 4 2 a n/a 3 - 2 - 23 (3)2x8 SPF#2(s) -128"(10'-8") 1370 4 2 a- n/a_ n/a - 1 23 (3)3 5" 2 OE,LVL 74"(6'-2") 791 4.2 a - n/a n/a 1 24 (3)2x10 SPF#2(s) '164"(13'-8") -1758 4.2.a n/a n/a 1 24 (3)5 5" 2.OE,LVL 117"(9'-9") - 1256 A 2 a _ n/a n/a .1 25 (3)2x12 SPF#2(s) 190"(15'-10") 2046 '4.2 a n/a :n/a 1 25 (3)7.25" 2 OE,LVL 155"(12'-11") 1666- 4'2 a n/a n/a 1 26 (3)2x4 SPF#1/#2 _ 67"(5'-7;') 711 4 2.a n/a n/a 1 26 (3)9.25" 2 OE,LVL 198"-(16'-6") 2143 4 2.a- n/a, n/a 1 27 (3)2x6 SPF#1/#2;_105"(8'-9") 1124 4 2.a n/a n/a 1 27 (3)1125" 2 OE,LVL 241"(20`-1") 2626 4 2:a n/a n/a 1 28 (3)2x8 SPF#1/#2 139"(11'-7") _ 1490 4.2 a .n/a = n/a 1 28 (3)12" 2 OE,LVL 257^(21'-5") _2809 4.2 a' n/a n/a 1 29 (3)2x10 SPF#1/#2 174"(14'-6") 1873 -, 4.2.a n/a n/a _ 1 29 (3)14" 2 OE,LVL 300"(25'-0") 3301 4 2.a _: n/a n/a - 1_ 30 (3)2x12 SPF#1/#2 201"(16'-9") - 2179 4 2 a _- n/a- n/a 1 30 (3)16" 2 OE,LVL 343"(28'-7") 3800 4 2.a n/a n/a 2 A=LL=360,TL=240,CD=115 Wall Height=8 ft Table Load=250 PLF 31 (3)18" 2 OE,LVL 386"(32'-2") 4307 4.2-a _ n/a n/a - 2 32 (3)20" 2 OE,LVL .429"(35'-9") '4821+ 4.2.a A/a n/a 2, 33 (3)22" 2 OE,LVL 472"(3T-4") 5340 4.2 a -n/a n/a 2' ' A=LL=360,TL=240,CD=1.15 Wall Height=8 it Table Load=250 PLF 1st Fir.Fir.Girders-26'-Wide,12/12-Pitch,Standard Cape-Truss,35 Pg,110/142(VASD/VOLT)Exp C,130(VuLT)Exp D Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor " Reaction First Floor Reaction (W4-W2) Page# Page# No Memn Me ' Spec 1 Max.Span (Ibs) No Mems Species 1 Max Span (lbs) 1 (1)2x8 SPF#2(s) 45",(3'-9") 1235 , -42.b 1 (1)2x8 SPF#1/#2 _57"(4'-9")'-. -961 4.1.a 2 (1)2x10 SPF#2(s) 55",(4'-7") 1510 = 4 2.b 2 (1)2x10 SPF#1/#2 -70"_(S'-10") -1176 4.1 a- 3 (1)2x12 SPF#2(s) 64"(5'4'). „ 1753 4.2'b 3 (1)2x12 SPF#1/#2 8f'(6'-9")-, ` 1365 -'4.1-.a 4 (1)2x8 SPF#1/#2 _48"(4'-0") :_;13114 4.2 b 4 (1)7.25" 2 OE,LVL 90"(T-6"). _ 1517, 4.1:a 5 (1)2x10 SPF#1/#2 '59"(4'-11") 1606 _:A.2.b 5 (1)9.25" 2.OE,LVL _115"(9'-7") 1939 -4.1 a 6 (1)2x12 SPF#1/#2 68"(5'4-) -1862 -=_4.2.b 6 (1)1125" 2 OE,LVL 14b"(11'-8") - 2362 -4.S.a 7 (1)7 25" 2 OE,LVL 1 75"(6'-3") 2065 -4.2.b, 7 (1)14" 2 OE,LVL 174"(14'-6") 2944 4.1 a 8 (1)9 25" 2.OE,LVL 96'.'(8'-0") 2639 ._`4 2 b 8 (2)2x8 SPF#1/#2" 811'(6'-9") -,-1364,_ 4.1.a-, 9 (1)1125" 2.OE,LVL 117"(9'-9") 3210 4 2.b 9 (2)2x10 SPF#1/#2 98"(8'-2")= 1667' 41 a 10 (1)12" 2 OE,LVL 125"(10'-5") 3427- 4.2 b 10 (2)2x12 SPF#1/#2 114"(9'-6") -1936 �4.1.a 11 (1)14" 2 OE,LVL 146.'(12'-2") 4000 42b- 11 (2)725" 2 OE,LVL 115"(9'-7"} 1945 4.1.a 12 (1)16" 2.OE,LVL 167"(13'-11") 4577 4 2 b 12 (2)9.25" 2 OE,LVL 147"-(12,'-3',) „2489 -4,1 a 13 (1)18" ME,LVL 188',(15'-8") 5149 4 2.b 13 (2)11 25" 2 OE,LVL 178"_(14'-10") 3037 4.1.a 14 (1)20" 2 OE,LVL 207"(17'4") -5683 4.2.b_ 14 (2)14" ME,LVL 222"(18'-6") 3795 4.1 a 1S (1)22"- 2 OE,LVL 226'(18'-10") 6,214" -4.2 b ' 15 (3)2x8 SPF#1/#2 106"(8'-10") -1795 4.1 a_ 16 (2)2x8 SPF#2(s) 64"(5'A"), 1752 ," 4 2.b 16 (3)2x10 SPF#1/#2 129"(10'-9") 2197 4.1.a' 17 (2)2x10 SPF#2(s) 78",(6'-6") 2140 4.2 b 17 (3)2x12 SPF#1/#2 -149"(12'-5") 2552 4.1 a- 18 (2)2x12 SPF#2(s) 90"(7'-6") 2484 --_4.2 b 18 (3)725" 2 OE,LVL 132"(11'-0") 2250 4.1.a-- 19 (2)2x8 SPF#1/#2 68"(5-8") 1861 4.2 b 19 (3)925" 2 OE,LVL 169"(14'=1') :2884 4.1.a 20 (2)2x10 SPF#1/#2 83"(6'-11") 2274-, -4 2 b 20 (3)11.25" 2 OE,LVL 205"(17'-1") 3525 41a 21 (2)2x12 SPF#1/#2 96"'(8'4.) .2638 , 4 2 b 121, (3)14" 2 OE,LVL 256"(21'4") 4414 '4.1 a 22 (2)7 25" 2 OE,LVL 97"(8'-1") ., 2655 -4 2 b A=LL=360,TL=240,CD=10 Table Load=400 PLF 23 (2)9.25" 2 OE,LVL 124"(10'74") 3392 , -4 2.b 24 (2)11.25" 2 OE,LVL 150"(12'4") 4135 '4 2 b 25 (2)12" , 2.OE,LVL 161°(13'-S")',,4414 42b, 26 (2)14" 2 OE,LVL '187"(15'-7") -5161 4.2 b 27 (2)16" 2 OE,LVL 214"(17'-10")- 5908 _ 4.2.b 28 (2)18" 2 OE,LVL 241"(20'-1") 6661 4.2 b 29 (2)20" 2 OE,LVL 268"(22'-4")- 7416 = 4.2.b 30 (2)22" 2 OE,LVL 295"(24'-7")- 8171 4 2 b 31 (3)2x8 SPF#2(s) 84"(T 0") 2300 4.2.b 32 (3)2x10 SPF#2(s) 102"(8'-6")_ 2814 4.2 b 33 (3)2x12 SPF#2(s) 119"(9'-11") 3267- -4.2 b 34 (3)2x8 SPF#1/#2 89"(7'-S") 2447 4.2.b 35 (3)2x10 SPF#1/#2 109"(9'-1") " 2992 4 2 b 36 (3)2x12 SPF#1/#2 '126"(10'-6") '3475 4.2 b 37 (3)72S" 2 OE,LVL 112"(9'4") 3069 4 2 b 38 (3)9 25" 2 OE,LVL 143"(11'-11") 3928 _ 4 2 b 39 (3)1125" 2,0E,LVL 174"(14'-6") . 4793 472.b_ 40 (3)12" 2 OE,LVL 185"(1S'-S") 5115 4 2 b 41 (3)14" ME,LVL 216"(18'-0")_ 5987 4.2.b 42 (3)16" 2 OE,LVL 247"(20'-7") 6863 4 2 b 43 (3)18" ME,LVL 278"(23'-2") 7741 4 2 b 44 (3)20" 2 OE,LVL 309"(25'4") 8627 4.2.b 45 (3)22" 2.OE,LVL 340"(28'-4") 9518 A=LL=360,TL=240,CD=1.15 Table Load=650 PLF , rs .47 '5740 Main Bayview RdIV ' N r r 410- `�„'.. l Goo le Earth .11 STATE OF NEW'YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY12231-0001 CESAR A. PE'RALES WWW DOS.NY.GOV SECRETARY OF STATE NOTICE F P.P ��L R'01 This notice serves to inform the local Code Enforcement Official that the New York Department of State(DOS)has reviewed ,and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory 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: Muncy Homes, Inc. 1567 PA Route 442 East P:O. Box 325 Muncy, PA 17756 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) Approval Number: New System Number: M1387-2015-021 Modifications to: Previously Approved System of Models M1387-02-070 Applicable Code: 'Residential'Code of New York State 2010 (RCNYS 2010) Expiration Date- December 15, 2016 Maximum Ground Snow Zone: 90 PSF Seismic Design Category: A, B, C, DO Basic Wind Speed: 120 MPH Maximum Exposure Category. - A, B, or C DOS Contact Person: Edmund F. Girzone, R.A. Additional Conditions: None Approval Date: February 20, 2015 Ronald Piester, AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application.Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS.- The following statement rriay be used to provide this certification: "The plans and specifications of this permit plan set are derived from-and consistent with the systems set of, plans and specifications approved and on file with the Department of State, winch were approved on February 20, 2015 under systems number M1387-2015-021" 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. 'id1=11VyORK Department - • _ STATE OF _ OPPORTUNITY_ 0 �tatJ R Scheck Software !Version 4a6®3 Compliance Certificate Warning-It Is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of licensed Professional Engineer, . ✓ �� to alter this Item In any way P_"=fid Project #32026_000 (job_5/N) , Energy Code: 2015 IECC Location: Suffolk County, New York , Vas } a Construction Type. Single-family Project Type: New Construction, Conditioned Floor Area: 1,980 ft202/06/17 „ Glazing Area 10% =1' Climate Zone:- 4 (5999 HDD) Permit Date: Permit Number: Construction,Site: Owner/Agent: Designer/Contractor: Customer: Stuckart Builder.Turn Key D Mincemoyer 5740 Main Bayview Rd. NY Muncy Homes, Inc. Southold, NY 11971 1567 Rt442E Muncy, PA 17756 10 Compliance: 8.8%Better Than Code Maximum UA; 328 Your UA: 299 Maximum SHGC. 0.40 Your SHGC: 0.26 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 Ceiling 1: Flat Ceiling or Scissor Truss 990 44.0 0.0 0.027 27 Wall 1: Wood Frame, 16" D.C. 675 21.0 0.0 0.057 28 Comment:front Window: 9-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 140 0.270 38 SHGC: 0.25 Comment:f 9 Door: 1-64 x 80 2 Sidelites: Solid 38 0.230 9 Comment:f 2 Wall 2:Wood Frame; 16" o.c. 675 21.0 0.0 0.057 34 Comment: rear Window: 1-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.290 5 SHGC: 0.25 Comment: r 1 Window: 3-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 23 0.290 7 SHGC: 0.25 Comment: r 3 Door. 1-72 x 80 Vinyl SGD: Glass 40 0.290 12 SHGC: 0.34 Comment: r 1 Wall 3: Wood Frame, 16" o.c. 516 21.0 0.0 0.057 28 Comment. left Window: 2-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.290 9 SHGC: 0.25 Comment: 12 Project Title: #32026_000 Oob_S/N) Report date: 02/03/17 Data,fllename: 0:\Premier Data\REScheck 32000\32026.rck Page 1 of 2 c' " '.t,;:z� .. - y':. _. ry ¢¢p � z_^•� �y �' .; ,£r .r'"�a.,�. mos• ., ��`r£ Wall 4'Wood Frame, 16" o.c. 516 21.0 0.0_ 0.057 27 Comment: right Door: 1-32 x 80 Blank: Solid 19 0,200 4 Comment. rt 1 Door: 1-30 x 80 Blank: Solid 18 0.200 4- C ornment: Comment: rt 1 Wall 5:Wood Frame, 16" o.c. 248 13.0 0.0 0.082 19 Comment: bsmt level stair area Door: 1-30 x 80 Blank: Solid 18 0.160 3 Comment: bsmt level stair area Floor 1: All-Wood joist/Truss, Over Unconditioned Space 949 19.0 0.0 0.0471„ 45 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 2015 IECC requirements in REScfieckVersion 4.6.3 and to comply with the mandatory requirements listed in the RESc�eryl���soYtion Checklist. Porlry( Miv>cew>oyelr D=dminemoyerarryl er,o,ou, Darryl Mincemoyer-Engineering email=dmincemoyer@premier-builders,com,c=US Name-Title Signature Date Project Notes: 1- Calcs reflect only that portion of the unit assembled in the factory & included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements & cape roofs spaces, the builder shall enclose basement & attic stairs. The walls surrounding the basement& attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant &supplied,to builder with final house packet for on-site completion by others. /��'^ 1 yam`-1•••4y•l f ei�)n1 �'�1 3 Y1Z • sg�= ' ' �If 02/06/17 Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Project Title: #32026_000 Oob_S/N) Report date: 02/03/17 Data filename: O:\Premier Data\REScheck 32000\32026.rck Page 2 of 2 2015 IECC Energy -Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Window 0.27 0.25 Door 0.29 0.34. , Heating System: Cooling System: Water Heater: Name: Date: Comments �MIR TZiTC ���1�►��+ S INS:... ...... 4� 1;�' 1567 Route.t-i,^�mg .usy S�IaacyY2i 1775fi IYluncy Homes 4 Superior Euilders t* Premier Builders DATE: 1/20/2017 JOB#: 32026 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE (check each applicable line) New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) Truss Type Construction (TT) Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams (F) ❑ Roof Framing(R) Floor Framing and Roof Framing (FR) ` Job - Truss Truss Type Qty Pty SMP, 212 - 78663 HM585825 HINGE MONO 1 1 Flat-26'-28'-60190 Universal Forest P ducts Inc„Grand Rapids,MI 49525,Alia Patten 7.610 a Jan 29 20151d7ek industnes,Inc,Nton Jun 22 09-0729 2015 Copy ightkV2015 Universal Forest Products, Inc.All Rights Reserved z 6 10 11-2-8 9 Alt. Cantilever o Dotal] SMH18K 4 e �50 0-1-12�2=0 _ �Oa 13 V REACTIONS Max Horz 6=-157(LC 13),8=499(LC 9) 10-140 _ MaxUpfit7=480(LC 91,6--AO3(LC 9) 1-374 Opt 2 H MaxGav7=681(LCy3),6=1224(LG13) 7.00 F12 0-10-12Opi. j4 ti dt-dK a SNIH1811 0-3-0 Opt. 3X6113 CuHO 9 it APPROVED 0 3x6 i i i 1 1 29 , b/l4/lb gI e, DATE 3:5X5 11 6 14 15 7 PFS CORDO TION 2X5 II 5x7 11 0-1-122 4 t4 _ 11-2-10 D�-8 Bloomsburg, PA 13-10-12 Plate Offsets - 1.0-4.12 Edeel fi.0-2-50-1 t-01(2 Obs 0-0-f 51,.(4:01}-0 0.1-0 U.-G-342.0-0-131. S.0.342 0-0-0' SPACING-,2-OA SPACING-:1-4-0 SPACING-:1-0-0 - _ - - CSI. DEFL, in (bc) Well Ltd PLATES -GRIP _ LOADING(psf) LOADING(psi) LOADING(psf} Plate Grip DOL 1,15 TO 0.38 Vert(LL) -821 7-8, 5752 240 MT20 1971144 TCLL. 46.2 TCLL 69.3 ' TCLL 92.4, Lumber-DOL 1.15 BG 0.41 Vert(CT) -0.39 7-B 5411 180, MTi6HS t9i/144 (Ground Snovr-60,0) (Ground Snow=90.b) (Ground Snow-120.0) Rep Stress fncr YES WB 0.48 Horz(CT) 0.00 7 n1a nfa TCDL 70 TCDL 10.5 TCDL 14-0 Code IBC201211BC2015/ (Matrix) - We1ghL 77 b BCLL 00' BCLL 00 ' BCLL 0.0' TP12014 FT=O1, BCDL 10,0 BOOL 15.0 BCDL 20.0 ..,� LUMBER. BRACING. TOPICHORD 2x8 SPF No 2'ExcepP TOP CHORD S Wciurel wood sheathing d redly applied of$4-O m purlins, except end verlicals.(Pl T2.2x6 SPF 210OF 18E,T3 2x4 SRF No 2 BOT CHORD. Rigid ceiling drecty applied or 10-"or bracng. BOT CHORD,2x8 SP DSS, WEBS 1 Row at midpt 4-9 WEBS 2x3 SPF Stud'Except* "< W3:2xl0SPOSS REACTIONS. (blsize) 1=90010.3-8 (ms1.0-1.8),7=7900-3-8 (min.0.1-0),6=-WAechanlcal- Max Hoe 1=499(LC 9),6=-158(LC 13)' Max Uplift 1=-325(LC 9),7=572(LC 0) Max Grav 1=973(LC 13),7=964(LC 13) FORCES. (tib)-Maximum COmpfessionlfdaximum Tension TOP CHORD i.2 68615,2-3=-938/167,3-10=-434186,4-10=550/95,4-5=-377181,5.6=-189f90,7-9=-7001490 t. SOTCHORD 1-1 3=32414 52,13-14=3241452,14-15=3241452,8-15=324t452,8-11=-297/424,11.12=•297/424,7-12=-297/424 WEBS 2-8=-682,'642,4 REQUIRED rIELD JOINT CONNECTIONS -Mawmum Compression(lb)1 Maximum Tension(tby Mm6mum Shear(lb)/Mawmum Moment(ib-fn) 5=245/87/99f,9=,8181573142410 NOTES- t)Dario.03-14 length x0-0-1-2 deep dada,0-1-8 and 0.10-8 to IeR edge from joint 1 on the bottom face- 2)Wind:ASCE 7.10;Vuft=155mph(3-secohd gust)Vasd=123mph @24m•o.c.t TCDL=2.lpsf;BCDL=3 0pst(Ad 180mph @l61n o c.;TCDL=3.1psr, BCDL=4.5ps0i(All.180mph @12,n o.e„TCDL=4.2psf;BC0L=6.Ops0,h=30ft;Cat II;E}y C;enclosed,MWFRS(envelope)gable end zone and C-C Exterfor(2)zone,cantilever left exposed:CC for members and forces&MWFRS for reactions ahown:Lumber DOL=1.60 plate.gr p DOL=1 60 E-signed by Kevin Freeman 3)TCLL-ASCE-7-10;Pg=60,0 psf(ground snow),Ps=46 z psi(rocrsnew),Category it,Exp C,Partially Exp.:Ct=1.1 4)Roof design snow bad has been reduced to account for slope 5)Unbalanced snow loads have been considered for this desgn. `t"splrsurutp40, 6)All plates are MT20 plates unless otherwise Ind,caled. �J� 0`' .......... .M .. 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 9)All additional member connections shag be provided byothers(or forces asindicated. , C., 10)This truss has been designed for it 10.0 psf bottom chord live load noncancurrent with any other Iva loads 11)'This truss has been designed fora 5ve bad of 20 Opsf on the bottom chord in a0 areas where a rectangle 38.0 tall by 2-0-0 wide vAl fit between the bottom chard and any other members,with BCDL=10 Opsf. C 1, 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 b upkft atloint 1 and 572 to uplift al)oint 7. 13)This truss is designed in accordance with the 2015 In6mational Bu lding Code section 2306.1 and referenced standard ANSVI PI 1.14)Take precaution to keep the 0 or hvisting of Is put Into service. 15)The field-installed embers are an Integral part.of thrds In prano,any e truss design Retain atdesign professionge plate must nal to specify final field repaired before the er tins and temporary supports, NA( All Feld-losta4ed'members must be property fastened prior to applying any badvig to the truss.This design ani elpates the final set posrbon. +rrr+x+111111 *1 i6)This truss is designed in accordance with the 2012 IBC Sac 2306.1 and referenced standard ANSI/TPI I i'ro!"*+al ew..t-Itp 0bicw*V a 17)Based onHM685822 - N.d0O1 Mnyerawofapc"r'�d 18)IBG 2012120f5 byne,aM atimedLLytaxnad�ores{rna emr<enr wirer tln lam d C+a Sa:s d hta:y!ad, The professional engineering seal indicates that a licensed professional has reviev,ed the design under the standards referenced violin this document, LCe uslh 2xat,Dprrm oat' SM262a16 not nece'ssariy the current stale building code.The eng neering seal Is not an approval to use in a specific stale.The final determination on whefher 6/23/2015 a truss design is acceptable under the locally adopted buUng code restvnth the building official Or designated appointee. WARNING - Verify design parameters and READ NOTES Universa(Fores(Products,Inc. 2801 EAST BELTLINE RD,NE Truss shag not be cut or modified vithoufapproval ofthe Wssdesign engineer, PHONE(616}364&161 FAX(616)365-0060 GRAND RAPIDS,MI49525 This component has only been designed for the bads noted on this drawing,Cons W cgon and 6ffng forces have pot been considered.The builder is responsible for ffimg methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability,of design parameters and proper Incorporation of component is responsibility,or buldtng designer.not truss designer.Bracing shovm is for lateral support of individual web members only.Additional temporarybracing to Insure stabTty during construction is the responsibility or the erector.Additional permanent bracing of the overall structure Is the responrbility of the bdild,ng designer.For general guidance regarding - _ fabrication,4da6ry control,slorage,`de6very,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTC,a,6300 Efiterpnse LN,Madison,WI$3719 J.lsupporiW:IokSuppUemplateslufp,tpe 03/07/2016 -1.2.9.1 I UNIVERSAL FOREST PRODUCTS, INC. Jcb Truss Cus'oMR( MFG 78883 HM585825 SMP 212 The professional engineering seat indicates ihat a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current stale building code.The engineering seal is not an approval to use a design Ina specific state,The"final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee. Do�rr'rlirr , W F �Cy OF�tFW ��,�.,�,��'�+ �l�•;.' �216 d •;,••� F4i KEVN W. s F NSA frt 9� • mak+: r`Ltl �� to ¢,r S•.,�LN��;4'ty�,a'`4~ ',.��,QFD���-•'`ti�� • S�dNA�-���\� � �866�� �yC7 irrrmwret��� SjONAI. beady fiec�sr�llo 'yQ kQ PROfESSIONA! � KEVIN Fi NMAN /Vs Y L`I oo°�gia DATE 6/14/16 PFS CORPORATIO Bloomsburg, PA i Coiporate Engineering - - 2801 Last PeltIine,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax (61'6) 365-0060 03/07/2016 t.Ifpi.cbm 1.2.9.2 Job Truss Truss Type - Qty Ply SMP 212 78164CC680239 HINGED ATTIC 1 1 61 -26'-28'-96" Kneewall-60190 Job Reference japtionan Universal forest Proddyyf��Is Inc„Grand Rapids,MI 49525,Peggy Beckett 7.610 a Jan 29 2015 Mrrek Industries,Inc.Thu May28 10.01 09 2015 Page 1 of 2 Copyright V2015 Universal Forest Products Inc.All Rights Reserved T}mispnnUeplacespnnlissued5114115, 13-10-12 7 13.1a1z PRe-FAB COLLAR 7-11at ' r1 2-6 SPF?4o2(an parts) c( V .23 24 6 a Pra•F'ab[c£r Tk(uatx<) AY.a<hnri,2 rws drwb spaN 3'ac. tib=10M0,13t-S1v ql. 9= 67[9 Frb=1400?3pdcoFiW to 5 9 ASihf°.,Ladrd Ftrb7 1200 12 Prohia'afedo�yrri tura daxn rsrs<7,6sdNN3wYork 'd3 W3 Wtny to a,su!h alar dales. For drscso?ier 1Fun maYork a dad wtv W may W aced kr ^p p JorbSWep<rUFPB#n0501(xadydxd 0ed+a R COLLAR TIE DETAIL iH18E cf.1H18E opt.Cut•off 4 0 • opt,cut-0If 2x8 sPF Not ¢1.12 � Sirgla Rigid Collar Tia(One race) Joints 569-See Sugednlf542 for 1 coffar Ge cannedon details. i ALT CAf1TllEYER DUALS �dH180 SM1,11a0 Nb 5x411 3 p 51 1.5x4 II Nancnors, 2 'r1 2 , NaHsz r-las(Uc 71 x9✓/ W i, 16x9\ 7 uax urstm5atticly,7a-sstt<c s7,t5=tt{tc sR 11, � � ,• d Bi Bt r = f3 •id oeata a�.anfu�amrt=tstlitctl.+�faract),tc-mtltcla) 14 1,8 17 15 4xi II 4x10 11 19 0•l�]21J-8 45A 6IIa 8-0.0 4S.g glary�f•12 r�lciKKa. 27-9A Nat14>z 19•7rb,Lc 71 MnUFatir•Iske a.ts-asi).c 7y.is.55gtcs7 �o-iis's,.1 Vsacrrr l7•uldC in t1•tt62}C tq.tY14R}c 15) Plate Offsets -if 0-6-7A 4 0-0-0 0-1-0 b)-l-IO.Edgel,1904.1o.Edgel, 10:0-0-0 0-1-0j. 114 0-7-4.0-2-01. 18 0-7-0 0-2-0 SPACING:2.0.0 SPACING.:f-4-0- SPACING:1-0-0 SPACING. 2.0.0 CSI. DEFL In floc) Ildeli Ud PLATES GRIP LOADING(psi) LOADING(psi) LOADING(psi) Plate Grip DOL 1,15 TO 0.63 Ved(LL) 0.34 16-17 >478 240 MT20 1971144 TOLL 35.6 TCLL - 53.3 TOLL 71.1 Lumber DOL 1.15 BC 0.69 Vert(CT) -0.3516-17 X465 180 MT18HS 1971144 _(Ground Snow-,60.0) (Ground Snovr-90.0) —(Ground Snow--120.0) Rep Stress Incr--YES WB 0,71 - Horz(CT) 0.01 13— rife n/a TCDL .7.0 TCDL 10,5 TCDL 14.0 Cade 1BC2012/20151TPI2014 (Matrix) A(tle 0.27 16-17 720 360 Welghk 177 lb BOLL 0.0' BOLL 0.0 ' BCLL 0.0 ` FT=0% BCDL 10.0 8CDL 15.0 SCOL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF N0.2'Except' TOP CHORD Structural wood sheathing directly applied or 5.3.2 oc purlins (PI T3:2X4 SPF No.2 BOT CHORD Rigid celi?ng dire_c8y appred or 8.25 oc bracing. BOTCHORD 2x10 SPF No,2 WEBS 1 Row at mid t 5-9 WEBS 2x3 SPFStud'Except` W4,W3:2x6SPFNo2 s _ APPR RED REACTIONS, (iblsize) 1=134010.3-8(min.0 2 2),13=1340103-8 (min,0-2.2),16=347103-0(min,0-1.8) DATE 6/14/16 Max HOrz1=-795(LC7) PFS CORPORATION r,.,.,,•,a 1 ; Max Upun1=ss8(LC f 0),13=598(LC 10),16 -126(LC 9) Bloomsburg,PA Max Gravl=1340(LC 14),13=1340(LC 1),16=965(LC 13) FORCES. (ib)-MaximumCompresslonlMaximumTension TOP CHORD10-11= 1.2=43291509,23=-1375(154,3-0=•13521)48,45=-1153/790,533=5191181,633=-462/183,6-7=-2421195,7-0=-2381192,8 9=51 11180,9-10- 115390 =1 t /' 11-12=-13751147,12-13=-13241606 ,\',Sy BOT CHORD 1-23=-01d/864,19-23=4141864,17-18=3941855,17-26=389!855,24.26 3891855,24-25 389!655,16.25 3891855,16.27=J89i855,27-28=389/rLk� �8=2 89 1530=386/x55,14-30=-3861855.14-31=-3791864,31-32=-3791864,13-32=-379/864 « )ISrr`( 1.�•; WEBS 10.1b=-292!448,2-18=•1791540,12-14=-1911555,4 4 7=-2 9814 53,5-9=-7 0 318 9 7 ` REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/IAax(mum Tension(ib)IMaximum Shear(lb)/Maximum Moment(Ih4n) d 5=7 0318 9 711 3 3170 4 0,6=432/185/19810,7=1 9 6/1 9 611 9 810,8=4351187119810,9=70318971133/1008,15=292/4481010,16=3 89/85 5/4 8410,i7=29614531010 r4/� NOTES. (22.25) i)Dado:0-1-8 length x 0-2-8 deep dada 0-0-0 to right edge from joint 16 on the bottom face. 2)Dado:0344 length x 0-0-12 deep dado,0.1-8 and 0-10$to left edge from joint Ion the bottom face. E•slgned by Kevin Freeman 3)Na 4)Dado:0-1-8 length x 0.2.8 deep dodo,C-M(a left edge from joint 16 on the bottom race. dila uudr)r, 6)Wind.A CE 7-10 ,Vutt=55mph(3-second gust)Vesddado,04-8 and o 23mph @241n.8 to right edge ro-c;TOOL32.1psf 8CDL on the =3Aps1; (AN.180mph @16 n o,c.:TCDL=3.1psf,face. ,`�O e ARpfz�ip BCDL=4.5psQ;(Alt.180mph'@121n o.c.;TCDL=4,2psf;9CDL=8.0ps0,h=30ft,Cat 11,Exp C;enclosed,MWFRS(envelope)gable end zone and C-C Extedor(2)zona;canbleverieft and right exposed;C-C for members and force's&MWFRS for reacgona shown,Lumber DOL=1.60pialo grip DOL=1.60 4r 7)TOLL:ASCE 7-10;Pg=60.0 psf(ground snow);Ps=35,6 psi(roof sno v);Category it;Exp C,PariallyExp.;C1=1.1 8)Roof design snow load has beentreduced to account for slope. 9)Unbalanced snaav loads Have been considered for this design. a 10)Ali plates are PAT20 plates unless otherwise Indicated. ,�•' _ +`` 11)See HINGE PLATE DETAILS for plata placement, 12)Provisions must be made to prevent lateral movement of hinged member(s)dunng transportation. �' •••e,0• 13 All additional memberconnectfonsshall be provided by others for forces as indicated, .�� 14)Thls truss has been designed fora 10.0 ps(bottom chord Eve load nonconcurrent vrith any other rive toads. 7 rrtrrNAiit la's 15)•This truss has been designed fora five load of 20,Opsf on the bottom chord in all areas where a rectangle 3-"tan by 2-U wide will fit between the bottom Pura aafemrczs rig<syr�ih chord and any other members. >cow aoae ernswa aacoaradagrutwed yyme,aril 4''atl arnaoW resrs9dlyOas,S'ri.4 ISS3f.E p't�e on Dsaaix WAMIS The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this documen 512812015 not necessarily the current slate budding code,The engineering seal Is not an approval to use in a specific state.The final determination on whether a truss design Is acceptable under the locally adopted building code rest with the building official or deslgna(ed appoiplee. NE WARNING -Verifydesign parameters and READ NOTES PHONE 618)-364 6161 Products, AX si'6j-365=9060 2 GRANDRAPIDS�1495 6 Truss shag not be cut or modfied NWhoul approval of the truss design engineer. This component has only been designed for the loads noted on this drawing.Construction and gang forces have not been considered.The bunter Is responsible for rifting methods and system design.Builderresponsibgibes are defined under 7PI1.This design Is based only upon parameters shown,and is for an individual butiding component to be installed and loaded vertically.Applicability of design parameters and propertncorporation of component is responsibility,of building designer-not truss dastgner.Bracing shin is for lateral support of individual vreb members only.Additional temporary bracing to Enure stability during conslnrdlon Is the responsibllfty of the erector.Additional permanent bracing of the overall structure Is the responsibility ofthe budding designer.Fofgenefal guidance regarding fabdcation,,quality control,storage,dafvery,erection and bracing,consQN BCS11.06 from the Wood TNss'Counc l of Amenca and Truss Plate Institute Recommendation avaAeble from WTCA,6300 Enterprise LN,Morison,WI$3719 J., upporelidekSuppUemplatesWfp,tpe 03107/2016 6.4.12.1 Job Truss Truss Type - aty Py SMP 212 r 78164 C6680239 H_ I_NGED ATTIC 1 1 61 -26'-28'-96"Kneewall-60/90 Job' eta ante opUona trnrversal Forest Products Inc..Grand Rapids,Mt 49526,Peggy Beckett 7 610 a Jan 29 2015 Mi7ek industries,inc.Mon May 16 08 44.272016 Paga 2 of 2 16)Ceiling dead load(5.0 psi)on member(s).45,9-10,5-9 17)Bottom chord live Toad(40.0 psf)and additional bottom chord dead load(0,0 psf)applied only to room.16-17,15-16 18)Provide mechanical connechon(by others)of truss to bearing plate capable of vnthslanding 598 b uplift et joint 1,596 th uprift at Joint t3 and 126 th upfft at _ jolnt,16.- 19)Fuoty of member 5-9 has been changed, 20)This truss is designed iri accordance With the 2015 fntemaUonal Building Code section 2306.1 and referenced standard ANSVTPI 1, 21)Attic room checked for 1.1360 deflection. 22)This Wss is designed in accordance vrilh hw 201218C Sec 2305.1 and referenced slandaid AWVTPI i 23)Tnixb-precaution to koep the chords in plana,any bcrd.ng or twisting of the hinge plate must be repaired before the binlding is put Into service. 24)The fedtnstalled members are an IntegrA part of the trussdesig•1.Rela`n a design professiooai to specify final field connections and temporary stipports. Ali field-InstaCed members must be property fastened prior to appl,mg any loadng to the truss.This design anticipates the fnal seLposition, 25)Based on CC680239,IncreasedMI-L. RAN, . APPROVED E DATE 6/14/16 PFS CORPORATION Bloomsburg, PA The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document not necessarily the current state building code.The engineering seal Is not an approval to use ina specific state.The final determination on wheihef a truss design is acceptable under the locally adopted budding code rest with the building official or designated appointee. A WARNING - Verifydesign parameters and READ NOTES UniversalForestProducts,Inc. 2601 EAST RAPIDS, RO,14149525 NE 5 Truss shallnotbe cut ormodifiedwithoutapprovalof the truss design engineer, PHONE(616)464-61131'FAX(618)585 D060 GRAND FZAPICS,fdl 48525 This component has only been designed for the loads noted on this draemg Construct tin and Rtmg forces have not been considered,The builder is responsible for lifting methods and system design.Builder responsibitilies are defined under TPi1-Thus design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded verticatly.Applicability of design parameters and proper incorporation of component is respons b Pity of building designer-not truss designer,Brading shown isforlaleralsupport ofGidividuai mbmembersonly.AdditionaltempotarybracingtoInsurestabiftyduringconswcUen is the responsibility ofthe erector.Additional permanent bracing of the overall structure is the responsbifityof the tiu.tding designer.For general guidance fegardmg fabrication,quality control,slotaga,deforery,ar?c6on and bracing,Consult SCSI1-OB from the Wood Truss Council ofAmerica and Truss Plate Inslilute Recommendation avallable "hon WfCA,6300F1iterpd4e LN,Madison,W163719 J.-supportVdifekSuppltemptales%ufp,tpe nil/n7/2n1 R 6-4-12-2 4 12 2 UNIVERSAL FOREST PRODUCTS,INC. Job Truss Customer MJ:O , 78164 CC680239 SMP 212 The professional engineering seal Indicates that a licensed professional has reviewed the design urider the standards referenced within this document,not necessarily the current state budding code.The engineering seal is not an approval to use a design to a speck slate.The final determination on whether.a truss design is acceptable under the locally adopted building code rest with the budding official or designated appointee. �1l/y1+�O�•r��}+�����1,�/,1 ;"�� '1�i.:F;���•i � r/����!7_�!^t/7',� �y'�tY��}14_N,fS�.�f`'J'i • MA ��,•r � � ,- ..}�r >r)r. � 171 f �,. ley,raj+ • Y �}»�� 4S s�• <l��! i _ '/�?,�1� _ bi _ 1l �w�:` , :d ! f.iC I�1��Yir��}i'� r • P i��•�t { �,s�h �" '• -? tYi� '�• J�_ !!1}lliA1 1 �l�1VAV rs lb �. 4�+tit!otAW84 r �4Q fiEtiM 60 Rf~ MAN,'q 1 9a' APPROVED ~` V, DATE 6/14/16 YL PFS CORPORATION Bloomsburg, PA �• l Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736(616)364-6161 Fax(616) 365-0060 min7oni ufpi.coui 6.4.12.3 Electrical Load Calculation: MUNCY HOMES, INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations , Modular Only Date. •01/20%17 Performed By: D Mincemoyer ' - Mfg. Muncy Homes Inc Model. Job#32026 Tum Key/Stuckart; Air Conditioning 1 0 Central Electric Space Heating ( 0 x.65) * 0 Less Than Four Separately Controlled Electric Space Heating Units ( 0 x .65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x .40) * 0 .," ft. of Elec Heat at 250 watts per ft= 0 total watts * Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: Watts or Circuit Wire Voltage Watts Floor# Volt-Amps Ampacity Size General Lighting ( 990 sf* x 3)x 2 5940 15 14-2 120 Small Appliances ( 3 x 1500 ) 4500 20 12-2 120 Cook Top 6000 30 10-3 240 Dishwasher 1000 15 14-2 120 Garbage Disposal 120 Wall Oven 8000 40 8-3 240 Washer-1 1500. 20 12-2 120 Dryer-1 5600 30 10-3 240 Washer-2 1500 20 12-2 Dryer-2 •5600 30 10-3 240 Whirlpool ` , ' 240 Subtotal: 39640 *Total square footage per floor First 10 KW of other loads @ 100% = 10,000 watts a�' 2�,•Fif' `y' Remainder of other loads @ 40% ( 29640 x.40) = 11,856 watts Heat Above watts Total Calculated Load: = 21,856 watts ' " r Required Service Size. 218567 240 = 91.1 Amps 02/06/17 Installed Panel Size = 200 Amps ote: The tal load does not include a furnace or water htr load Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Window Schedule MUNCY HOMES, INC. � .ft V +�4 Andersen Silver Line Series (Single Hung) Ident. No. U Val Light Vent Type Max F F Or SF Egress Area SF Material SHGC _ 2259 0.29 5.93 2.81 SH 70.25 -- Vinyl 0.25 j 3-037 0.29 6.33 2.43 SH 60.75 -- Vinyl 0.25 3049 0.29 7.37 3.44 SH 86 -- Vinyl 0.25 3449 0.29 8.59 4.02 SH 100.5 -- Vinyl 0.25 3565 0.29 12.19 5.81 SH 145.25 5.8 Vinyl 0.25 3859 0.29 12.05 5.71 SH 142.75 5.7 Vinyl 0.25 AW3212 0.28 1 1.3 Awning 12.5 -- Vinyl 0.32 AW4836 0.29 8.27 8.60 Awning 103.4 -- Vinyl 0.32 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 32FD 32"x80" 0.20 -- Steel PTD Blank Class "C" (1 Hour), 32 32"x80" 0.35 5.50 Steel PTD 9 Lite 36 36"x80" 0.27 0.67 Steel- PTD 2 Lite 36 36"x80" 0.35 8.61 Steel PTD 15 Lite 36SL2 36"x80" 0.23 4.07 Steel PTD 12 Lite w/2 Sidelites 72VINYL 72"x80" 0.28 32.90 1 Vinyl Vinyl ISliding Glass (Silver Line) lr'3i '` l { jfl7 D 4�1� t ZT 02/06/17 Warning- It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. JOB PRE-32026 SHEET NO OF 1 CALCULATED BY DATE 2/2/2017 CHECKED BY' DATE Whole House Ventilation Supply Air Worksheet Table-SA Infiltration Air Change Values for Three or Four exposures Default,kir Change Values fair Two Story Construction " Air Changes per Ho€ir—Nesting tnti:tratierr t - —- — C`.nrto:Gtia Floor Area of Heated Sees(Sqr=t} _ (=�rEtZl�lea SOU Or Lass f aG7 fD 1,900 ' 1501 to 2000 2001 to 3000 3001 or t<�tDr '5 u $'C:IELDD3E•'. <.....1- 2:4 i 4.'x Q.i F (`ra G BE - ose- _ ..- i E7 1 22 _ ?.rJ» 085 _ .'" _ "2r I"^pSac: w..D T =FaE:u 1.,c .S ft•� �:, F:i"i:A Ct:I:',:r?..,,.,.:7«.d:reaisC^>.:_.i l' —^.'(C.^.at5 r,11'=' - _ TABLE M1507.3.3{4} CONTINUOUS WHOLE-HOUSE MECHANICAL VENTI1-A"fR7M,SYSTEM AIRFLOW RATE REQUIREMENTS bWELL[NG UNEr NUMBER OF BEDROOMS FLOOR AREA 5-1 2-3 4-5 43-7 a7 tsquare feet) Airflow in CFU �=1.500 30 45 60 77 90 1.501-3,000 45 60 75 90 105 3,001-4151 60 1 91, 1 15 120 '4.501' 6,01X) 75 90 11)5 120 135 6,001-7,500 90 105 120 135 150 -=7.500 100 121) 135 150 165 - For a"L.3 s Tw foot=8.029 ta'.I cuMcf Dt p-2 :auta=4.00047151 mFls. > Construction: Average 990,sf 1st story area sq.ft. r' 1 I 1st story ceiling height 9 ft ' 2nd story area sq.ft. -990 sfi 2nd story ceiling height 8 ft Total Building sq.ft. 1980 sf02/06/17 Building volume cu.ft. 16830.0 cf Air Change/Hr Value -0.50 ACH (ACH*Volume)/60 min=CFM Provided 140.3 CFM CFM Required per Table M1507.3.3(1) - 60 CFM SUPPLY°OK Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan for the identified fixture location and size Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way BILCO DOOR FROMEXlSnM9 SnW nRE TO BE R9.G V W17H ADDInON OF lB' EMENDER FA',N9A77ON DIN9&OA5 FOR STAIRS TO BE VMP-W BY WNTRAGTOR BMW ON PROP05W WITS P/M96/0AS 7-4' 36'101 24'-0' N V/P WALL- otv, S'-0' R ————————————————— ——————————————————3' o --- — --------------------- 1314 PLP °— — n4 - 30WAmOW 3oRUM1ROW M PV -� r- ro (rrPJ a I � Q Ba L:im • 'oc. 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NY FOUNDATION PLAN V WITH ALL CODES OF NEVA YORK STAI E & U ( rO � AS REQUIRED A DITIONS F DATES 1\ -q L _ B.P.# SO WNZBA F4!L02-'S'% BY. Sgg �PlIdING BOARD NOTIFY BUILDING DEPARTMENT AT 1 TEES 765-1802 8 AM TO 4 PM FOR T E SOOT ' I FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRE FOR POURED CONCRETE DO NOT PROCEED WITH 2. ROUGH - FRAMING & PLUMBII` FRAMING-UNTIL SURVEY 3. INSULATION OF FOUND�+TION LOCATION 4. FINAL - CONSTRUCTION MUST H -_ BE COMPLETE FOR C.O.- AS-BEEN APPROVED•, L CONSTRUCTION SHALL ME THE �QUIREMENTS OF THE CODES NEW OCCUPANCY OR RK STATE. NOT RESPONSIBL FOR ESIGN OR CONSTRUCTION E ORS. USE IS UNLAWFUL'z-"" - ;f_tiY _ -- - Ifl�ITHOUT CERTIFICATE PLUW1BER CERTIFIC TION - ❑ - - ❑ - �,1- -- ; - -' OF OCCUPANCY LEAD CONTENT B FORE - ---- c,�3!IFICATE OF OCC ANCY ---•- -- -- - - - -- i - - - -•-- t ELECT R � L SOLDER USED IN W TER r_ _ , _ _ SUP.PLYSYS.TEMCA INOT EXCEED 2/10 OF 1 T�U`$S PI:ACARDING FiEGIUIRE® EAD. PLUMBING ALL PLUMBING WA -J-- - ❑ ---.--- - __ O O ❑ -- -- ■ -- _---- ❑- - - ---- ---- ---- -- ------- ------- ' EMW D &WATER D BEFORE CO R before IN GTESTING _ iDRAJNAGIE'lPJSPFCq0PJ3AAvRE.R MW - Contact TCS[13 belto *QW11,OR u,_,ide,Epjglnwav:'gl4 Ce BMCX a W Fzoxr PoRGNhI/BLGFSTOl� I I nzeaDs I m F roP O N�yI,Y �— DEERS 0 e O FLOOR -- 57EP rtironxss asvIREv �� , �� �. ;' 4 .1 zu ZNFQ do � 2 2�' NORTH ELEVATION72 F S! r MAIN BAYMEW ROAD NORTH ELEVATION i D I Li I i- � I F-I <1 v w rL4 Vi ui EAST E: L E: VA -TI Q N 0 Ci F SS MAIN SAYNAM7WO-AD O A I SOUTHOLD. NY 11971 Fr A I-q-r 3M = 2x6 PRE55URE 7REATED PLATE5 W�"DIA. X/8"LONG ANCHOR BOL T5® 48"O.G. MIN. ON&ALV. TERMITE 5HIELD i (2)#4 BAR5 TOP $ BOTTOM AT ALL BA5EMENT N/NDON `9 LOCATIONS: (2)PIECE5 OF#3 REBAR RUNNING DAMP PROOFING(TYP) FROM THE BOTTOM OF EITHER 5/DE OF 7HE NINDON UP AT A 45 DEG. • ANGLE TO THE TOP OF THE FOUNDATION MALL. 8"POURED CONC. FOUDATION - MU ON 12x24 POURS GONG. FOOT/NG. #4 VERTICAL REBAR AT 4'-0"O.G. - - - - ('TYP)OF ALL FOUNDATION N,4LL5. _ __ • p (3�#4 REBAR RUNN/NG -- -7- -- -- — - PARALLEL NITH FOUNDATION HALL IN A CONTINGOUr'LOOP. TIED IN #4 N05IN57 BAR- TYP -'- __ -- r. EVERY 4! O.G. AT PERIMETER OF 5LAB - _ _= 4"POURED CONC. 5LAB W 2X2 NO..M. OVER.6 W POLY VAPOR 2x4 KEYhG4Y TYP - - - D BARRIER OVER 6"COMPACTED it 5A N9 GRAVEL. BA 5E #4 REBAR GONTINUOUS NOTE.- ALL CONCRETE SHALL BEAR ON 6" _ __ •• - _ __- -- -_ of MEb�; CRUSHED 5TONE BA5E OVER VIRGIN GHQ FULLY COMPACTED 50/L. NHERE FILL ___ ---2 OCCURS, COMPACT TO 95$ IN MAX/2"LIF15 TYPICAL FOUNDATION SECTI ON FEs��1 NYS Permit Submittal Job #32026UNCY HOMES, INC. 01/20/2017 DRM u .Ae VM •67 54" Builder: Customer: Turn Key `Stuckart Name: Name, Site Address: 5740 Main Bayview Rd., Southold, NY 11971 treet,Town,State,Zip Muncy Homes, Inc.- 1567 PA Route 442 East _ PO Box 325 Muncy, PA 17756 3 , Contact: Darryl MincemoyerC Engineering- dmince moyer(d)-premier-builders.com {i NY Approval Number: M 138772016-061 A), Expiration Date: Oct 4th, 2018 ` � (-'19625J' 02/06/17 NYS Submittal Index: 7. NY Design Specifications Structural Schedule Area Site Map NYS "Notice of Approval" letter for system approval REScheck'Compliance Certificate NYS "Truss ID Notice" Truss Manuf. Details Electrical Load Calc Door and Window Schedule- Whole House Ventilation Supply Air Worksheet Wind Design Calculations Wind Design Plan(s) Wind Calc Summary Floor Plan(s) Electrical Plan(s) Foundation Layout Elevations LVL Connection Detail - l Windborne Debris Detail Bldg.-Cross Section Typical Plumbing Details `Balance of system sheets that apply to this actual house The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept. of State, which were approved on 10/4/2016 under system#M1387-2016-061. -**WARNING it is a violation of the NYS education law article 145 for any person, unless he is acting under the direction of a licensed professional engineer, to alter this item in any way NY Design Specifications MUNCY HOMES, INC. 01/20/2017 DRM ba7 Re'i�Pa FM +0713646-sM Home Ident. (Job No.): 32026_000 Site Location, 5740 Main Bayview Rd ; Southold, NY 11971 Suffolk`County Design Loads: Ground Snow Load: 35 GSL Seismic Category: B Wind Speed Vult: (3 Sec gust) 135 Exp C Floor LL: (Liv'g/Slp'g) 40/30# Floor DL: 10# 1 ' J Applicable Bldg Codes: NYS 2016 Uniform Code - NYS 2016 Uniform Code Supplement(2016 UCS) Referenced 2015 International Residential Code (2015 IRC), with,specific code,printing, appendices and referenced standards as identified in the 2016 UCS 2015 I ECC &2016 ECC Climate Zone: 4 Method of compliance, Total UA Alternative, via Res Check, per 2015 IECC section R402 1 5 2014 NEC Occupancy Classification: 1 Family Detached Construction Type Classification: VB Foundation Type: Basement Located in Flood Zone: No Lot Line Fire Separation: No, Wall/Projections >5'from lot line Finished Floor Above Grade: <6' Stories Above Grade: 2 Spriniker System Required: No . ^.tA r ¢O 1 f Index of Addtl. Specific Dwgs: ° Floor Plan Foundation Truss Detail(s) IW�' Electrical Plan (4)Elevations > ;�, ear` 02/06/17 The-plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept of State, which were approved on 10/4/2016 under system#M1387-2016-061 **WARNING: it is a violation of the NYS education law article 145 for any person, unless he is acting-under the direction of a licensed professional engineer, to alter this item in any way. -, Structural Schedule for a 2-Story Dwelling: `Job#:; -320261ise Ground Snow Load 35 psf Basic Wind Speed VAso110 mph 3sg , Exp. C':' ultimate Wind Speed Vui.T'_ -142-m ph 3sg Eq.Exp"D"Wind Speed VOLT 131 mph 3sg _ W1=479 Of r W2=392 Of Mean Roof Height 30 ft-, a Wall Zone. Roof Pitch; i/12 - no Truss Type `-Mono-Flat,' Kneewall Dim. n/a - W3=914 plf F W4=817 pif Roof Design Standard Max.Module Width.- 14 A' Vi a House Width(nom) 28 ft`° Wall Height-1st Floor 9 ft Wall Height-2nd floor 8 ft WS=1314 pif W6=1207 pif Typical Loads: 2nd Fir LL= 40 psf Ext Wall DL= 50 plf Loading Section-"Loads per Module" 2nd Fir.DL= 10 psf Mate Wali DL= 40 plf 1st Fir CIg DL= 5 psf (per mod.) 1st Fir LL= , 40 psf 1st Flr DL= 10 psf Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=479 pif Reference page#2 2 6 within the Calculation Manua[for loading origin. W2=Truss Reaction converted to PLF=392 plf. Reference page#2.2 6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Wl+Ext Wall DL [(0 5 x 14)x(40+10+5)]+479+50=914 pif W4=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DQ]+W2+Marr Wall DL Loading Section LL and DLSummary(PIP): [(0 S x 14)x(40+10+5)]+392+40=817 plf TL LL DL W5=[(1/2Max Mod Width)*(1st Story LL+Floor DQ]+W3+Ext Wall DL Wl'= 479 360 119 [(0 5 x 14)x(40+10)]+914+50=1314 pif W26= 392 294 98 W6=[(1/2Max Mod Width)*(1st Story LL+Floor DQ]+W4+Marr Wall DL W3= 914 640 274 [(05x14)x(40+10)]+817+40=1207 pif W4= 817 574 243 W5= 1314 920 394 No-Transfer Load(NTL)Loading Section Formulas: W6= 1207 854 3S3 W3 NTL W1=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Ext Wall DL W3 NTL W1= 435 280 155 [(05x14)x(40+10+5)]+50=435plf W4 NTL W2= 425 280 145 W4 NTL W2=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Marr Wall DL W5 NTL W3= 400 280 120 [(05x 14)x(40+10+5)]+40=425 pif W6 NTL W4= 390 280 110 W5 NTL W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL WS NTL W1= 835 560 275 -((O 5x 14)x(40+10)]+50=400 pif W6 NTL W2= 815 560 255 W6 NTL W4=[(1/2Max Mod Width)*(1st Story LL+Floor DQ]+Marr Wall DL [(0 5 x 14)x(40+10)]+40=390 pif W5 NTL W1=[(1/2 Max Mod�Width)*(1st Story LL+Floor DL)]+EM Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Ext Wall DL [(0 5 x 14)x(40+10)]+50+[(0 5 x 14)x(40+10+5)]+50=835 plf W6 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DQ]+Marr Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Marr Wall DL [(0 5 x 14)x(40+10)]+40+[(0 5 x 14)x(40+10+5)]+40=815 pif Footnotes Applicable to All Pages Within this Section: 1) All LVL is 15"wide,2 OE. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.13 a ofthe Calc Manual The total number of studs is reflectant of one full stud with the remaining underthe header 3) Int Stud Columns reference page 6.4.1 a of Calc Manua[. Columns shown are braced If unbraced,see page 6.4.1.b of calc manual-choose appropriate column for reaction given 4) Reference page 6 1.1 c of Calc Manua[for Exterior Studs and page 6 3 1 a of Calc Manua[for Interior Studs 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders Reference Section#5 for Floor/Ceiling Girders 6) For the purpose of determining truss LL&DL for W1 and W2,LLtaken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition".values in charts below.See caic manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards: ASCE 7-02,05&10 and NDS 05,12&15 9) Most common loading condition shown above Load sections based on specific conditions maybe generated referencing calculations in approved manual Stud Requirements:° First Floor. 9'Wall Height Second Floor: 8'Wall Height 12"o.c. 16"o c I 24"o c. 12"o c 161.0 c 24"o C. 2x4 SPF#1/#2 NG NG NG OK OK - NG Sidewall 2x6 SPF Stud OK OK NG OK OK OK 2x6 SPF#1/#2 OK OK OK OK OK OK 2x3 SPF#1/#2 OK NG NG OK OK OK Matewall 2x4 SPF#1/#2 OK OK OK OK OK OK 2x6 SPF Stud OK' OK OK OK OK OK 8ft High matewall stud caic values may be used for 9 ft high walls¢solid wall blocking is installed at 8 ft a f f. 2nd Flr.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142`(VASD/VULT)Exp C,131(VuLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(Wl): Second Floor Stud Columns'' SecondFloor Stud Columns 2•' Reaction Reaction 5 Page# 2z45PF 2x65PF 2x65PF s 1 Page# 2x45PF 2x65PF 2165PF No. Mem Spec Max.Span (lbs) #1/kb stud #1/#2 No Mem Speaes- Max Span (Ibsj #1/#2 Stud #1/#2 1 (1)2x4 SPF#2(s) 27"(2'-3") 584 43a 2 '2- 2 1 (1)3 5" 2 OE,LVL 46"(3'40")- 970- - 4.3 a 3 '- 2 .-2 2 (1)2x6 SPF#2(s) -40"'(3'-4") 85S ,4.3 a 2 2' 2 2 , (1)55" 2 OE,LVL `71"(5'-11") - 1491 4.3 a - 3 2 2' 3 (1)2x8 5PF#2(s) 51"(4'-3") 1084 4.3.a - 3 - 2 ,2 3 (1)7.25" 2 OE,LVL 92"(7'-8")- 1932 4 3 a __4 3 2 4 (1)2x10 5PF#2(s) 63",(5'-3") 1326 4 3 a 3 2 - 2 4 (1)9 25" 2 OE,LVL -115'(9'-7") 2425 4.3.a 4 -3- -2 5 (1)2x12 SPF#2(s) - 73"(6'-1").- 1539 43a 3 _, 2' 2 5 (1)1125" 2 OE,LVL _138"(11'-6") -2912 4.3.a _ -n/a 3 _ 2 6 (1)2x4 SPF#1/#2 29"(2'-5") 1622 4 3.a _ -2_ 2_,_ 2 6 (1)12" 2 OE,LVL 147"(12'-3") _ '3092 4 3 a _ n/a - 3 - 3 7 (1)2x6 SPF#1/#2 43"(3'-7") .911 '43 a 2 _ 2 _'2_ 7 (1)14" 2 OE,LVL -.169"'(14'-1") - '3573 _ 4'3.a n/a '- 4 3 8 (1)2x8 SPF#1/#2 55"(4'-7") 1153 43a _ 3 2. _ 2 8 (1)16" 2 OE,LVL 192"(16'-0")' 4047 4 3 a n/a 4 ". 3 9 (1)2x10 SPF#1/#2 r67"(5'-7") 1408 43.a 3'_ 2 2 9 (1)18" 2 OE,LVL 214"'(17'-10"), 4520 43 a n/a n/a 3 10 (1)2x12 SPF#1/#2 78"(6'-6") - 1636 4 3 a - 3 2' 2 10 (1)20" 2 OE,LVL 236"'(19'-8'.') -4990 - "43a n/a n/a '3 it (2)2x4 SPF#2(s) -39"(3'-3") 828 43a 2 2 2 11 (1)22" 2 OE,LVL 258"(21'-6"), 5457 - '4 3 a n/a' n/a 4 12 (2)2x6 5PF#2(s) 57"(4'-9") 1212 43a 3 -2 - 2 12 (2)3 5" 2 DE,LVL 59"(4'41") -1236 ',4 3.a 3 2 2 , 13 (2)2x8 SPF#2(s) 73"(6'-1") r 1536 43a 3 '2 2, 13 (2)5 5" 2 OE,LVL 92"(7'-8") - 1949 '4.3.a 4 3 '_ 2 14 (2)2x10 5PF#2(s) 89"(7'-5") 1879 - ,43a 4 3 2• 14 (2)7 25" 2 OE,LVL -122"(10'-1-) -2575 _ 4.3 a 4 -3 2 - 15 (2)2x12 5PF#2(s) .103"(8'-7") -2181 43a -4 3 2 15 (2)9 25" 2 OE,LVL -156"(13'-0") 3290- ,4 3 a n/a` 4 3 16 (2)2x4 SPF#1/#2 - 42"(3'-6") 879 4 3 a 2 2 2- 16 (2)1125" 2 OE,LVL 189"(15'-9") 4008 4 3 a' n/a_ 4- 3 17 (2)2x6 SPF#1/#2 -61"(5'-1") _ 1288 4.3 a_ 3 2 -_-Z 17 (2)12" 2 OE,LVL 202"(16'-10") 4279 4 3 a_ n/a '4 --- 3 18 (2)2x8 SPF#1/#2 77"(6'-5") 1633 -4,3 a - 3 2 -2 18 (2)14" 2 OE,LVL 235"(19'-7") 5000 '43.a - n/a n/a 3 19 (2)2x10 SPF#1/#2 94"(7,'-10") -- 1998 4'3.a 4 3 -2 19 (2)16" 2 OE,LVL 269'-(2.2'-5") 5712 _ _4 3 a n/a' -n/a 4 _ 20 (2)2x12 SPF#1/#2 109"(9'-1") _= 2319 43a 4 _ 3 '2 20 (2)18" 2 OE,LVL .301"(25'71") 6430 "4.9.a n/a - n/a 4 21 (3)2x4 SPF#2(s) - 51"-(4'-3") 1088 - 4 3 a n/a_ n/a ,'2 21 (2)20" 2 OE,LVL 332"(27'-8") 7103 4.3.a --n/a_ n/a _ 4'" 22 (3)2x6 5PF#2(s) 75"-(G'-3") 1593_ 43.a n/a n/a -2_ 22 (2)22" 2 OE,LVL 362"(30'-2"), X7772 -'4 3.a' - n/a �n/a n/a 23 (3)2x8 SPF#2(s) '96"(8'-0") 2021 4 3 a n/a_ n/a 2 23 (3)3 5" 2 OE,LVL ,67"(5'-7") 1423 4 3.a n/a -„n/a 2', 24 (3)2x10 SPF#2(s) 117"'(9'-9") 2472 43.a _n/a n/a 2 24 (3)5 5" 2 OE,LVL 106"(8'-10")- 2244 - 4 3 a' n/a n/a - ',2, 25 (3)2x12 SPF#2(s) 135"(11'-3") ,2870 4 3 a n/a n/a ,'2,, 25 (3)725" 2 OE,LVL 140"(11'4")-, 2967„- 4 3 a n/a- n/a_ 2 26 (3)2x4 SPF#1/#2 55"(4'-7") .1157 4 3,a n/a n/a 2 26 (3)9 25" 2 OE,LVL 178",(14'-10"), 3795 4 3 a n/a, n/a 3 27 (3)2x6 SPF#1/#2 80"(6'-8") 1696, 43a -- n/a-- 'n/a -2 27 (3)1125" 2 OE,LVL 217",(18'-1") 4630 4 3 a _ n/a= n/a - 3 28 (3)2x8 SPF#1/#2 -101"(8'-5") 2148 -,43 a n/a - n/a 2 28 (3)12" 2.OE,LVL 231"(19'-3") 4944 '4 3 a _ n/a n/a 3- 29 (3)2x10 SPF#1/#2 124"(10'4") 2630 - 4 3 a n/a -n/a 2= - 29 (3)14" 2 OE,LVL 270"(22'-6") " 5782 - 4 3:a n/a _n/a_ -4 30 (3)2x12 SPF#1/#2 143"(11'41") 3053, 43.a n/a n/a - 3 30 (3)16" 2 OE,LVL '-308"(25'-8") 16623 4.3 a n/a - n/a_ - 4- A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=500 PLF 31 (3)18" 2 OE,LVL 346"(28'-10") 7469 - 4 3.a ri/a n/a n/a_ 32 (3)20" 2 DE,LVL 384"'(32'-0")- 8320 '4 3 a n/a n/a, n/a 33 (3)22" 2 OE,LVL 422"(35"-2") 9175 4.3.a n/a n/a n/a A=LL=240,TL=180,CD=115 Wall Height=8ft Table Load=500 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" Second Floor Reaction Stud Columns a Second Floor Reaction Stud Columns' No Mems Species Max Span (lbs) Page# #1/#Z 2#11#2 2165PF No Mems Speciesl Max Span (lbs) Page# 29352E 7#1/2F 2xI/PF #1/az a1/az #1/a2 91/a2 a1/az #1/az 1 (1)2x4 SPF#2(s) 31"(2'-7") 524 4.3 a, 1 1 1 1 (1}3 5" 2 OE,LVL 50"(4'-2") 839 4 3 a 1-- 1 1 2 (1)2x6 SPF#2(s) 45"(3'-9") '767 43a 1 1 1 2 (1)5 5" 2 OE,LVL 78"(6--6--) 1322 4 3 a 2 1 1 3 (1)2x8 SPF#2(s) - 57"(4'-9") 971 43a 1 1 1- 3 (1)7.25" 2 OE,LVL 103"(8'_7") 1729 4 3.a 2 1 1 4 (1)2x10 SPF#2(s) 70"(5'-10") 1187 4 3 a -2 1 1 4 (1)9 25" 2 OE,LVL _129"(10'-9") 2171 -4 3.a 2 _1 1 5 (1)2x12 SPF#2(s) '81"(6'-9") 1376 43a 2 -1 1 5 (1)1125" 2 OE,LVL 154"(12'40") - 2606 4.3 a 3 2 1 6 (1)4x4 SPF#1/#2 33"(2'-9") 556 _43a ,1 1 1 6 (1)12" 2 OE,LVL 164"(13'-8") 2769 4.3.a 3 2' 1 7 (1)2x6 SPF#1/#2 48"(4'-0") 814 43a 1 ' 1 1- 7 (1)14" 2 OE,LVL ,189"(]5'-9") 3198" 4.3.a 3 2 1 8 (1)2x8 SPF#1/#2 61"(5'-1") 1032 43.a T1 1 1 8 (1)16" 2 OE,LVL 214"(&40") ,3625 4 3 a 4 2 - 2 9 (1)2x10 SPF#1/#2 75"(6'-3") 1260-- 4 3 a 2 1' 1 9 (1)18" 2 OE,LVL 239"(19'41") 4049, 4 3 a 4,- 2-- 2 10 (1)2x12 SPF#1/#2 87"(7'-3") 1464 4 3 a ' 2 _1 - - 1 10 (1)20" 2 OE,LVL 263"(21'-11") 4470, 4 3 a - '4- - 3- = 2 11 (2)2x4 SPF#2(s) 44"(3'-8") 742 4 3 a n/a-- 1 1 11 (1)22" 2 OE,LVL 288','(24'-0") _ 4890 4 3 a 5 -3 2 12 (2)2x6 SPF#2(s) 64"(5'41 1085 4 3 a n/a -1 1 _ 12 (2)3 5" 2.OE,LVL -63"(5'-3") _'1069 4.3.a n/a- 1- 1 , 13 (2)2x8 5PF#2(s) _81"(6'-9") `1376 -4 3 a - n/a -1 1 13 (2)55" 2 OE,LVL 100"(8'-4") 1685 - 4 3 a _ n/a -1- 1 14 (2)2x10 5PF#2(s) '99"(8'-3',') 1683' 4 3 a ,n/a 1 1_ 14 (2)725" 2 OE,LVL 132"(11'-0") .2226 4.3.a n/a ' ` -1 _ ,1 15 (2)2x12 SPF#2(s) 115"_(9'-7") 1952 4 3 a n/a- -1 _ 1 15 (2)9.25" 2 OE,LVL 168"(14'-0") 2847 " 4 3.a _n/a' 2 1 16 (2)2x4 SPF#1/#2 47"(3'.11") 788 43a- n/a 1 1 16 (2)1125" 2 OE,LVL 204",(17'-0") 3471'' 4 3 a n/a_ 2 1 17 (2)2x6 SPF#1/#2 68"(5'-8") 1153 4 3.a n/a 1` 1, 17 (2)12" ICE,LVL 218"(18'-2") 3705 4 3 a n/a 2 2 18 (2)2x8 SPF#1/#2 86"(7'-2") 1463 4 3 a - _ n/a, 1 1, 18 (2)14" 2 OE,LVL ,254 (21'-2") _4331 4 3 a n/a 2 2 19 (2)2x10 SPF#1/#2 105"(8'-9") 1789 43a n/a 1 1 19 (2)16" 2 OE,LVL 290"'(24'-2") 4960 4.3-a. n/a 3, 2 20 (2)2x12 SPF 91/#2 -122"(10'4")' 2076 4 3 a- n/a '1 1 20 (2)18" 2.OE,LVL 326"(27'-21-) 5593 4 3.a - n/a 3 -,2 21 (3)2x4 5PF#2(s) 58"(4'-10") ,974 43.a - n/a n/a 1: 21 (2)20" 2.OE,LVL 361"(30'-1") 6226 43 a n/a - -3- - 2 22 (3)2x6 SPF#2(s) 84"(7'-0") _ 1426 4 3 a _ n/a n/a _ 1 22 (2)22" 2 OE,LVL X397"(33'-1")_ 6863 43a' n/a 4 '2 23 (3)2x8 5PF#2(s) 107"(8'-11") " 1809 43a _ n/a__ n/a- 1 23 (3)3 5" 2 OE,LVL _ 73"(6'-1") - 1231 _ 4.3 a n/a -n/a 1' 24 (3)2x10 5PF#2(s) 130"(10'-10")- 2214 43a n/a n/a_ 1 '� 24' (3)5 5" 2.OE,LVL -114"(9'-6") 1942 _ 43.a n/a n/a ,1 25 (3)2x12 SPF#2(s) 151"(12'-7") 2572 4 3 a n/a n/a 1 25 (3)725" ICE,LVL _151"(12'-7") 2567 _ 4 3.a n/a n/a 1_ 26 (3)2x4 SPF#1/#2 61"(5'-1") 1036 4.3.a - n/a _ n/a 1 26 (3)9.25" 2 OE,LVL 192"(16'-O") - 3287 - 4.3 a h/a n/a 6 1 27 (3)2x6 SPF#1/#2 '90"(7'- ") 1517 43 a n/a n/a 1 27 (3)1125" 2 OE,LVL 234"(19'-6") 4012 4.3.a n/a _ 'n/a, 2 28 (3)2x8 SPF#1/#2 113"(9'-5") 1925 4.3,a n/a - n/a 1 28 (3)12" 2 OE,LVL 249"(20'4") 4284 ,4.3 a• n/a n/a .2 29 (3)2x10 SPF#1/#2 138",(11'-6") 2356 4.3 a n/a n/a 1 29 (3)14" 2 OE,LVL -2q6-,(24--2-") , 5012 - 4.3 d - n/a -n/a- 2 30 (3)2x12 SPF#1/#2 •160"(13'-4") 2738 43a - n/a- n/a 1 30 (3)16" 2 OE,LVL 331"(27'-7") ,5746- -, 4.3.a n/a n/a - 2 A=LL=240,TL=180,CD=1 15 Wall Height=8 ft Table Load=400 PLF 31 (3)18" 2 OE,LVL 372"(31'-0") 6485 4.9.a - n/a n/a" 2 32 (3)20" 2 OE,LVL 413"(34'-5") 7228 -4 3 a n/a - n/a -_ '3 33 (3)22" 2 OE,LVL 454"(37'-10")' ,7974 - 4.3.a n/a _ n/a 3 A=LL=240,TL 180,CD 115 Wall Height=8ft Table Load 400 PLF 1st Flr.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VULT)Exp C,131(VuLT)Exp D Table"E"- Sidewall Headers and Girders(W3): Table"F"- Sidewall Headers and Girders(W3): First Floor Stud Columns''' First Floor Stud Columns''' Reaction Reaction S Page# 2x45PF 2x4SPF 2X6 SPF S y Page# [itT45PF 2x65PF 2x65PFNo Mem Species Max Span (lbs) stud 111/112 stud NO Mem Species Max.Span (lbs) 1/02 stud #1/112 1 (1)2x4 SP,F#2(s) 20"(1'-8") '804 `-.42.b 3 2 - -2 1 (1)3 5" 2 OE,LVL 31"(2'-7") 1266 4.2 b - -3 - 2,- - 2 2 (1)2x6' SPF#2(s) '--29"(2'-5") - 1180- 4 2 b '3, 2 2 2 (1)5 5" 2 OE,LVL - 50"(4'-2") _ 1990 4.2 b 4 _` 3 2 - 3 (1)2x8 SPF#2(s) 37"(3'-1") 1495 4.2.b - 3 - 2 2 3 (1)7 25" ICE,LVL ` 66"(5'-6") __-2624 4 2.b n/a , 3 - 2 4 (1)2x10 SPF#2(s) 45"(3`49_ 1824-- 4 2 b 4 2 2' 4 (1)9 25" 2 OE,LVL - 84"(7'-0") _ 3336 ` -4 2b -n/a,,. 3 2 5 , (1)2x12 SPF#2(s) 53"(4'-5') 2115' 4 2 b, 4 ' 3 2 5 (1)1125" 2 OE,LVL 100",(8'-4") '4006 4 2 b n/a = 4 -'3_ 6 (1)2x4 SPF#1/#2 20"(1'-8") 821 _ 4.2 b, 3 _ 2 -__ 2 6 _ (1)12" 2 DE,LVL 107"(8'-11") 4255 4.2 b _ n/a - 4 3 7 (1)2x6 SPF#1/#2 3� (2'-7") 1252 4 2.b, '3 2 2 7 (1)14" 2 OE,LVL 123"(10'-3") `_ 4912 4.2'In n/a "4 3 8 (1)2x8 SPF#1/#2 39"(3'-3") 1586 - 42 b _3 - 2 '2' - 8 (1)16" 2 OE,LVL 139"(11'-7") -5565 -42b- n/a n/a 3 9 (1)2x10 SPF#1/#2 48",(4'-01 '1939 '4 2 b - 4 3 2 9 (1)18" 2 OE,LVL _156"(13'-0") 6214 4.2 b- n/a, 'n/a 4 10 (1)2x12 SPF#1/#2 56"(4'-8") 2250 4 2 b 4 3 2 - 10 (1)20" 2 OE,LVL 172"(14'-4") 6859 - 4.2 b,, n/a_` n/a -4 31 (2)2x4 SPF#2(s) 28"(2'-4") 1142 4 2 b -3 2 2 11 (1)22" 2 OE,LVL 188"(15-8") ,7500 4 2 b - n/a n/a 4 12 (2)2x6 SPF#2(s) 42"(3'-6") - 1668 4 2.b' 3-, 2 2 • 12 (2)3 5" 2 OE,LVL, 41"(3'-5") 1629 4.2.b -3 2 2 13 (2)2x8 SPF#2(s) X53"(4'-5") - 2.112 -- 4 2 b' 4 3' 2: 13 (2)5 5" 2 OE,LVL 64"(5'4") 2561 4.2 b . --4, 3 2 14 (2)2x10 SPF#2(s) - 64,'(S'-4") 2582 4 2.6 -n/a 3 2 14 (2)7 25" 2 OE,LVL 85"(7'-1;') 3385 4 2 b -n/a 3 3 15 (2)2x12 SPF#2(s) 75"(6'-3")-= 2995 4 2.b n/a - 3 '2- 15 (2)9 25" 2 OE,LVL -108"(9'-0"), 4322 4 2.b n/a 4 -- 3- 16 _16 (2)2x4 SPF#1/#2 30",(2'-6") 1209 42.b , 3- 2 2 16 (2)1125" 2 OE,LVL -'132"(11'-0"),- :5266 4.2 b n/a _: n/a 3 17 (2)2x6 SPF#1/#2 44"(3'4") -1773 4 2 b--, _ 4 2 2 - 17 (2)12" 2 OE,LVL -140"(11'-8") - 5618 4.2 b n/a n/a -3 18 (2)2x8 SPF#1/#2 '56"(4'-8")- •2247 4 2.b 4 3 _ 2 18 (2)14" 2 OE,LVL 164"(13'-8") 6566 4.2.b n/a 'n/a4 - 19 (2)2x10 SPF#1/#2 69"(5'-9") - 2746 4 2 b n/a 3 -2 19 (2)16" 2 OE,LVL 187"(15'-7") 7511 - 4 2 b n/a n/a '4 I 20 (2)2x12 SPF#1/#2 79"(6'-7") 3184 _ 42.b • n/a 3 2, 20 (2)18" 2 OE,LVL, 211"(17-7") 8463 - 4.2.b` n/a _ n/a'.-' 4 21 (3)2x4 SPF#2(s) 37",(3'-1") 1496 4 2.b ,' n/a 'n/a 2 21 (2)20" 2 OE,LVL 234"(19'-6") ''9414, `421b ,n/a n/a n/a 22 (3)2x6 SPF#2(s) - 55"(4'-7") -_2194 4 2 b -n/a n/a -2 22 (2)22" 2 OE,LVL 258"(21'-6")c -10372 4 2 b -'- n/a n/a_ n/a 23 (3)2x8 SPF#2(s) 69-%(5--9")-_ 2780 4 2 b -n/a -'n/a 2 23 (3)3 5" 2 OE,LVL 47"(V-11"), 1879 4 2 b n/a_ n/a 2 24 (3)2x10 SPF#2(s) 85"(7'-1") = 3396 - 4.2 b n/a n/a - 3 - 24 (3)55" 2 OE,LVL 74"(6'-2") -2962-- 4 2 b n/a n/a -2 25 (3)2x12 SPF#2(s) 98"(8'-2") 3942 42.b n/a. n/a 3 25 (3)7 25" 2 OE,LVL _`98"(8'-2")1-' ' 3915 4.2 b ' ,n/a n/a 3 , 26 (3)2x4 SPF#1/#2 40"(3'-4") = 1592 4 2 b n/a n/a , 2 - 26 (3)9 25" 2 OE,LVL 125"(10-5") ,'5007_ 4.2.b n/a n/a 3 27 (3)2x6 SPF#1/#2 _58"(4'401) '2330,- 4 2.b' n/a- ., n/a -2� 27 (3)1125" 2 OE,LVL 152"(12'-8")• 6103 - 4.2.b n/a n/a' -3 28 (3)2x8 SPF#1/#2 74"(6'-2")' 2954 '4.2 b n/a n/a ,2 28 (3)12" 2.OE,LVL 162"(13'-6") 6511 4 2 b _ n/a n/a- 4 29 (3)2x10 SPF#1/#2 -90"(T-6")- _ '3611 4 2.b n/a n/a 3 29 (3)14" 2 OE,LVL '_189"(15'-9") 7613 -4.2 b n/a n/a _ 30 (3)2x12 SPF#1/#2 104"(8'-8") 4192 4.2 b ,n/a n/a -3 30 (3)16" 2 OE,LVL 216"(18'-0") 8720 4 2 b` n/a n/a n/a A=LL=360,TL=240,CD=i 15 Wall Height=9 ft Table Load=950 PLF 31 (3)18" 2 OE,LVL 243"(20'-3") --9831 -4.2.b n/a n/a n/a _ 32 (3)20" 2 OE,LVL 270"(22'-6") 10941 4'2 b ,','n/a n/a n/a Stud Column Table Load for Tables"E"&"F"=1000 PLF 33 (3)22" 2 OE,LVL 297"(24'-9") 12061 4.2 b n/a n/a n/a A=LL=360,TI. 240,CD=115 Wall Height=9ft Table Load=950 PLF Table"G"-Matewall Headers and Girders(W4): "Per Module" Table"H"-Matewall Headers and Girders(W4): "Per Module" First Floor Reaction Stud Columns 3 First Floor Reaction H2,45dPF d Columns 3 Page# 2x45PF 2145PF 2x65PF Page# 2x45PF 2x6 SPF No Mems Species Max Span (lbs) Stud x1/a2 41/a2 NO Mems Speues Max Span ,(lbs) 01/112 91/112 1 (1)2x4 SPF#2(s) 21"(1'-9") 762 - 4 2.b 1 1 - 1 1 (1)35" 2 OE,LVL 33"(2'-9") -1179 ,4 2 b 1 1 1 2 (1)2x6 SPF#2(s) 31"(2'-7") 1116 4 2 b 1 1 1 2 (1)55" 2 OE,LVL 52"(4'-4") 1853 4.2 b 1 - 1 1 3 (1)2x8 SPF#2(s) _39"(3'-3") 1414 4,2 b 1 1 1. 3 (1)7 25" 2 OE,LVL 68"(5'4") 2447 4 2 b 2 2 1 4 (1)2x10 SPF#2(s) 48"(4'-0") _ 1726 4 2 b 1 - 1 1 4 (1)9 25" 2 OE,LVL 87"(7'-3") 3123 4 2 6 2 2 - 1 5 (1)2x12 SPF#2(s) 56"(4'-8") 2004' 4 2.b 2 1 1 5 (1)1125" ICE,LVL 106"(8'-10") -3791 4.2 b 2, 2 2 6 (1)2x4 SPF#1/#2 -22"(1'-1O") 792 4 2 b 1 1 1 _ 6 (1)12" 2 OE,LVL 113"(9'-V-) 4027. _4 2 b 3 - 2 2 7 (1)2x6 SPF#1/#2 33"(2'-9") 1184 '42b 1 1 - 1 7 (1)14" 2 OE,LVL 130"(10'-10"), 4649 4.2 b 3 3 2 8 (1)2x8 SPF#1/#2 42"(3'-6") - 1500 - 4.2 b .1 1 1 8 (1)16" 2 OE,LVL -147"(12'-3") 5269 4 2.6 3 3 - 2 9 (1)2x10 SPF#1/#2 51"(4'-3") ' 1833 4 2 b '1'' 1 1 9 (1)18" 2 OE,LVL 164"(13'-8") 5880 _ 4.2 b - 4 3 2 10 (1)2x12 SPF#1/#2 59"(4'-11") 2129 -- 4 2 b 2 1 - -1 SO (1)20" 2 OE,LVL 181"(15-1") _6488' -4.2.b 4 - 3 _ -2 ' 11 (2)2x4 SPF#2(s) ,30"(2'-6") - 1078 42b 1 1 1 11 (1)22" 2OE,LVL 198"(16'-6") - 7093 4.2.b_ 4' - 4 3 12 (2)2x6 '-SPF#2(s) ,44"(3'-8") - 1578 - 4.2.b 1 - 1 1, 12 (2)3 5" 2 OE,LVL 42"(3'-6") 1513_ 4-2.b 1 1 1 13 (2)2x8.SPF#2(s) 56"(4'-8") -2002 4 2 b 2 1 1 13 (2)5 5" 2 OE,LVL 67"(5'-7") 2386 • 4 2 b 2- 2 1 14 (2)2x10 SPF#2(s) 68"(5'-8") 2444 -- 4 2 b 2 2 1 14 (2)7 25" 2 OE,LVL 88"(7'4") -31504-4 2 b 2 2 1 15 (2)2x12 SPF#2(s) 79"(6'-7") 2836 _ 4 2.b 2 2 1 15 (2)925" 2.OE,LVL 112 -4 "(9' ") _ 4028 4.2.b, 3- - 2 2 16 (2)2x4 SPF#1/#2 32"(2'4") 1146 - 42.b, _ 1 .- 1 1 16 (2)11 25" 2 OE,LVL 137"(11'-5") 4904 4.2.b '3 ,_ 3 2 17 (2)2x6 SPF#1/#2 47"(3'41") ,1677 -42b 1 _ 1 1 - 17 '(2)12" 2 OE,LVL 146"(12'-2")' 5237 4.2 b 3 3 - 2 18 (2)2x8 SPF#1/#2 °-59"(4'-11") - '2127 '4.2 b 2, 1 1' 18 (2)14" 2 OE,LVL 170"(14'-2")' 6117 4.2.b 43 ' - ' 2 19 (2)2x10 SPF#1/42 72"(6'-0") _ 2600 ,4 2 b 2 2 '1 19 (2)16" 2 OE,LVL -195"(16'-3")' 7004 4-2b 4 4 _ 2 20 (2)2x12 SPF#1/#2 -84"(7'-0") '3014 - 4 2 b _ 2 2, 1 20 (2)18" 2 OE,LVL 219"(18'-3"), -7889 '4 2 b - 5 4- 3 21 (3)2x4 SPF#2(s) 39"(3'-3")-_ 1416 42 b' n/a n/a 1 21 (2)20" 2 OE,LVL -244"(20'-4") 8777 -4.2 b" 5 4 3 22 (3)2x6 SPF#2(s) _58"(4'-lo") 2075 '4 2 b n/a' n/a 1' 22 (2)22" 2 OE,LVL 268"(22'-4") 9672 4.2 b -6 5 - 3 23 (3)2x8 SPF#2(s) 73"(6'-1") 2630 -4 2_b,, n/a n/a ,1 23 (3)3 5" 2 OE,LVL 49"(4'-1") 1750 4.2 b n/a - n/a �1 24 (3)2x10 SPF#2(s)� 90"(7'-6") __ 3212 - 4 2.b n/a n/a' - 1 24 (3)5 5" 2.0E,LVL 77"(6'-S") ,2759 4.2.b n/a n/a -1 25 (3)242 SPF#2(s) 104"(8'-8") - 3732 - 4 2 b -n/a n/a 2 25 (3)7.25" 2.13E,LVL 102"(8'-6") 3647 -4.2 b n/a- - n/a '2 26 (3)2x4 SPF#1/#2 - 42"(3'-6") 1506 4 2 b n/a'= n/a -1 26 (3)9 25" 2 OE.LVL 130"(10'-10") 4661_ 4 2 b n/a _ n/a- 2 27 (3)2x6 SPF#1/#2 _ 61',(5'-1') 2205., _4.2 6 ' n/a: n/a - 1 27 (3)1125" 2 OE,LVL 158"(13172") "5683 .4.2 In. -n/a n/a -2 - 28 (3)2x8 SPF#1/#2 78"(6'-6") 2795 42.b n/a - n/a 1 28 (3)12" 2 OE,LVL 168"(14'-O") 6067 4.2.b -n/a -n/a- -2 29 (3)2x10 SPF#1/#2 95"-(7'-11")'._ 3418 _ 4 2 b�', n/a_ n/a, 1 29 (3)14" 2 OE,LVL 197"(16'-5") 7095 _4 2 b n/a„ n/a f 3 30 (3)2x12 SPF#1/#2 .110"(9'-2") 3966 4 2.b ' n/e n/a 2 30 (3)16" 2 OE,LVL 225"(18'-9") = 8128 4.2.b - n/a -n/a 3 _ A=LL=360,TL=240,CD=1.15 Wall Height=9 it Table Load=850 PLF 31 (3)18" 2 OE,LVL 253"(21'-1") _9162 4.2.b n/a' n/a 3 32 (3)20" 2 DE,LVL ,_281"(23'-5") _10204 4 2 b n/a n/a 3 33 (3)22" 2.OE,LVL 309"(25-9") 11251 4.2.b n/a -n/a -_- 4 A=LL=360,TL=240,CD=115 Wall Height=9 ft Table Load=850 PLF 2nd Fir.Flr/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D Table"J"-Matewall Floor/Ceiling Members(W4): "Per Module" Table"K"-Matewall Floor/Ceiling Members(W4): "Per Module" 1st Fir.Clg./2nd Fir.Flr. Stud Columns' 1st Fir.Clg./2nd Fir.Fir. Stud Columns' Reaction Reaction No Mems Species Max.Span (lbs) Page# zx4 SPF 2;4/1 IF 2x65PF No Mems species' Max Span (lbs) Page# 2ASPF 2x4SPF 2x6SPF Stud #1/#z a1/az stud #1/#2 #1/112 (1)2x10 SPF#2(s) _-- - (1)9 25" 2.0E,LVL _ _ 1 over 70"(5'-10") " 2505_ _5.2 b '�- 2 - 2' 1, 1 over 126"(10'-6") 4507 5.2.b -3 3 2 (1)2x12 SPF#2(s) - - - - - - (1)1125" 2 0E,LVL - (1)2x10 SPF#1/#2 -- _ - - - _ - - (2)9.25" 2 OE,LVL - 2 over i 74"(6'-2") - 2661 -_ - 5 2.b --:2 _', 2-,,, 1 2 over ,,161"(13'-5") - 5793 _' 5 2.b 4 ,3 -2 - - (1)2x12 SPF#1/#2 - - -- _ — - _ (2)1125" 2 OE,LVL - (2)2x10 SPF#2(s) - _ - _ - (3)9 25" 2 OE,LVL - 3 over 99"(8'3"}_ 3555- 5.2.16 __2 -2 2 3 over 185"(15'-5") 6717 ,5.2.b -,n/a n/a 2- (2)2x12 SPF#2(s) - - (3)1125" 2 OE,LVL - -- - --- = - - - (2)'2x10 SPF#1/#2 _ - - A=LL=360,TL=240,CD=1.15 Wall Height=9 ft Table Load=850 PLF 4 over 105"(8',9") -3781 - 5 2 b -_2 2 2 - (2)2x12 SPF#1/#2 - -- - - (3)2x10 SPF#2(s) - - 5 over 130"(Sb'-10") 4686_ - 5.2 b n/a - n/a -'2- ' (3)2x12 SPF#2(s) (3)2x10 SPF#1/#2 - - 6 over - 138"(11'-6") 'f 4989 5.2.b no- n/a (3)2x12 SPF#1/42 _ A=LL=360,TL=240,CID=115 Wall Height=9ft Table Load=850 PLF , 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D' Table"L"-First Fir.Fir.Girders(W6): "Per Module" Table"M"-First Fir.Fir.Girders(W6): "Per Module"-No Roof Load First Floor First Floor (W6-W2) Reaction e# Reaction Page# Page g No. Mems Species' Max.span (lbs) Pa No. Mems Species' Max Span (lbs) ' _1 (1)2x8 SPF#2(s) 32"(2'4") 1715 4 2 c 1 (1)2x8 SPF#1/#2 '39"(3'-3") '1402 - 4.1_b - 2 (1)2x10 SPF#2(s) -40"(3'-4") 2092, -`4 2:c^ 2 (1)2x10 SPF#1/#2 48"(4'-0") 1710`-__ 4.1 b- ' 3 (1)2x12 SPF#2(s) 46"(3'-10") 2424 4 2 c 3 (1)2x12 SPF#1/#2 -55"(4'-7") 1984- '4.1-b 4 (1)2x8 SPF#1/#2 ,34"(2'-10") 1822- ' 4.2 c 4 (1)7 25" 2 OE,LVL 66"(5'-6") - 2344'- 4.1 b- 5 (1)2x10 SPF#1/#2 42"(V-V) 2224 -42c- 5 (1)9 25" 2 OE,LVL 82"(6'-10") __ `2943' 4.1.b - 6 (1)2x12 SPF#1/#2 -49"(4'-1") 2582 42-c ' 6 (1)1125" -2 OE,LVL 99"(8'-3")' 3535 41b 7 (1)7 25" 2 OE,LVL 58"(4'-10") 3050 4.2 c 7 (1)14" 2 OE,LVL 121"(10'-1")- 4337- 41.b 8 (1)9 25" 2 OE,LVL 73"(6'-1") 3828 4.2.c 8 (2)2x8 SPF#1/#2 55"(4'-7") 1982 -41b 9 (1)1125" 2 OE,LVL 87"(7--3") 4595, 4 2 c 9 (2)2x10 SPF#1/#2 _.68"(5'-8") 2425 4.1 b ' SO (1)12" 2 OE,LVL 93"(7'4") 4878 4.2 c 10 (2)2x12 SPF#1/#2 78"(6'-6") 2813 4.1.b 11 (1)14" 2 OE,LVL 107"(8'-11") 5633 4 2 c 11 (2)725" 2 OE,LVL 88"(7'4") 3150 4-1.b 12 (1)16" 2 OE,LVL 122"(10'-2") 6383 4.2 c 12 (2)9 25" 2.OE,LVL 112 (9'-4") - 4028 4 1 b 13 (1)18" 2 OE,LVL 136"(11'4") 7121 - 4 2 c 13 (2)1125" 2 OE,LVL 137"(11'-5") 4904_ 4 1 b 14 (1)20" 2.OE,LVL 150"(12'-6") 7860 4 2 c _ 14 (2)14" 2 OE,LVL 170"(14'-2")-,`6117 4 1-b' 15 (1)22" 2 OE,LVL 164"(13'-8") 8593 4 2 c 15 (3)2x8 SPF#1/#2 73"(6'-1") 2607 4 1 b 16 (2)2x8 SPF#2(s) 46"(3'-10") 2426 4 2 c 16 (3)2x10 SPF#1/42 89"(7"5") 3186 4.1.b 17 (2)2x10 SPF#2(s) 56"(4'-8") 2961 4.2.c 17 (3)2x12 SPF#1/#2 103"(8'-7") 3699 4 1 b SS (2)2x12 SPF#2(s) 65"(5'-5") '3434 42c_ 18 (3)7 25" 2 OE,LVL 102';(8'-6") - 3647 -4.1 b 19 (2)2x8 SPF#1/#2 49"(4'-1") _ 2577 4 2 c 19 (3)9 25" 2 OE,LVL 130"(10'-10") 4661 4 1 b 20 (2)2x10 SPF 41/#2 60"(5'-0"); 3151 '"4 2 c _ 20 (3)1125" 2 OE,LVL '-158"(1T-2'j- 5683 4.1.b 21 (2)2x12 SPF#1/#2 69"(5'4") 3650 4.2 c 21 (3)14" 2 OE,LVL --.197"(16'-5") 7095 41 b--- 22 (2)7 25" 2.OE,LVL 77"(6'-5") 4028_ 4.2 C, A=LL=360,TL=240,CD=10 Table Load=850 PLF 23 (2)9 25" 2 OE,LVL 98"(8'-2") , 5144 4.2 c - 24 (2)1125" 2 DE,LVL 119"(9'-11") 6268 4 2 c Table"N"-First Fir.Fir.Girders(W6): "Per Module"-No 2nd Fir.Load 25 (2)12" 2 DE,LVL 127"(10'-7") 6686 -42c First Floor Reaction (W6-W4) 26 (2)14" 2 OE,LVL 148"(12'-4") 7807 - 4 2 c _ No Mems Speaes° Max.Span (lbs) Page# 27 (2)16" 2 OE,LVL 170"(14'-2") 8930` -4 2 c_. 1 (1)2x8 SPF#1/#2 57"(4'-9") 961' 4.1 a 28 (2)18" 2 OE,LVL _191"(15'-11") 10063 4 2 c 2 (1)2x10 SPF#1/#2 70_(5'40") - 1176 41.a- 29 -(2)20" 2 OE,LVL 211"(17'-7") 11146 4.2 c- 3 _(1)2x12 SPF#1/#2 81"(6'-9") 1365 4.1 a 30 (2)22" 2 OE,LVL 231" 19'3")- 12188 - 4 2 c 4 (1)7 25" 2 OE,LVL 90"(T-6--) 1517- 4.1.a 31 (3)2x8 SPF#2(s) 60"(5'-0") 3182 4 2 c 5 (1)925" 2 OE,LVL 115"(9'-7") 1939 '4.1'a 32 (3)2x10 SPF#2(s) 74"(6'-2") 3896 4 2 c- 6 (1)1125" 2.OE,LVL 140"(11'-8") 2362 4 l.a 33 (3)2x12 SPF#2(s) '-86"(T-2") -4516 _4.2.c 7 (1)14" 2 OE,LVL 174"(14'-6")- 2944- 4_1.a 34 (3)2x8 SPF#1/#2 64"(5'-4") 3385. 4 2 c 8 (2)2x8 SPF#1/#2 ''81"(6'-9")- 1364 4.1.a 35 (3)2x10 SPF#1/#2 78",(6'-6")- 4138 4.2 c 9 (2)2x10 SPF#1/#2 98"(8'-2';) - 1667, 4.1 a 36 (3)2x12 SPF#1/#2 .91"(7'-7") 4804 4 2.c 10 (2)2x12 SPF#1/#2- 114"(9'-6") 1936 '4.1.a 37 (3)7 25" 2 OE,LVL 89"(7-5") 4671- 4.2.c. 11 (2)7 25" 2 OE,LVL -115"(9'-7") 1945 4.1.a 38 (3)9 25" 2 OE,LVL 113"(9'-5") 5968_ 4 2.c 12 (2)9.25" 2 OE,LVL '147"(12'-3")- -2489- 4 1.a- 39 (3)1125" 2 OE,LVL 138"(11'-6") 7264 - _4 2 c_ 13 (2)1125" 2 OE,LVL 178"(14'-10") 3b37- 4 1.a' 40 (3)12" 2 OE,LVL 147"(12'-3") ' 7754' 4 2 c 14 (2)14" 2 OE,LVL 222"(18'-6") X3795 ,4:1.a _ 41 (3)14" 2.OE,LVL 172"(14'-4") 9061,- 4 2 c 15 (3)2x8 SPF#1/#2 -106"(8'-10")-- 1795 4.1.a= 42 (3)16" 2 OE,LVL 196"(16'4")- 10372 4.2 c 16 (3)2x10 SPF#1/#2 -129"(10'-9"), -2197 - 4.1.a 43 (3)18" 2.OE,LVL 221"(18'-5") 11687 -4 2 c 17 (3)2x12 SPF#1/#2 149"(1-V-5"), 2552 = 4.1.a 44 (3)20" ICE,LVL 245"(20'-5")_ 13007 4 2 c 18 (3)7 25" 2 OE,LVL _-132" 2250 -= 4.1.a- 45 (3)22" 2 OE,LVL 27Q"(22'-6") ' 14330 4 2 c 19 (3)9 25" 2 OE,LVL -469"(14'-V)--,- 2884 4.1.a ' A=LL=360,TL=240,CD=1 15 Table Load=1250 PLF 20 (3)1125" 2 OE,LVL 205"(17'-1") 3525 4.1.a 21 (3)14" 2 OE,LVL 256"(21'-41) 4414 4.1a A=LL=360,TL=240,CD=1 0 Table Load=400 PLF 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)'Exp C,131(VuLT)Exp D • NO ROOF LOAD TRANSFER(W4-W2) • Table"P"-Matewall Headers and Girders(W4-W2): "Per Module" Table"C("-Matewall_Headers and Girders(W4-W2): "Per Module" First Floor Reaction Stud Columns' First Floor IReaction stud columns 3 ' No _Mems Species Max Span (Ibs) Page# N411`1 2x45PF 2x65PF 5 1 ) Page# 2x45PF 2x45PF 2x65PF Stud #1/42 #1/#z No. Mem Species Max.Span (lbs stud #1/#2 #1/#2 1 (1)2x4 SPF#2(s) 27"(2'-3") 517, 4 1 a _1' - 1 '1' 1 (1)3 5" 2 OE,LVL 41"(3'-5") -, 785 4.1 a_ 1 .'1 1 2 (1)2x6 SPF#2(s) 40"(3-4-).. ,759-" 4.1 a 1 1 1,' 2 (1)5 5" 2 OE ,4 ,LVL - `65"(5'-5").,, =1238 .1 a -1 1 1 -_ 3 (1)2x8 SPF#2(s) 51"(4'3")- 960 4.1 a 1 -1 - 1_ - 3 (1)7 25" 2 OE,LVL _-`86'-(7-72"j'-- 1634_ -4.1 a 1 - '1' --1 4 (1)2x10 SPF#2(s) 62"(5'-2") 1174 41'a _ 1 i 1 1 4 (1)9.25" 2 OE,LVL ',110"�(9'-2") '2089, -4.1 a 2 ,-= 1 - 1 5 (1)2x12 SPF#2(s) 72"(6'-0")'- -1361 41.a- 1 1 1 5 (1)1125" 2 OE,LVL '134"(11'-2") 2543 4.1.a_- '-2- 2-, . --1 6 (1)2x4 SPF#1/#2 '29"(2'-5") 551_ __4.1 a ,--1 - _1- 1_ 6 (1)12" 2 OE,LVL 143"(li'-11"I 2715-'.''4 1 a 2 _ Z -- 1 , 7 (1)2x6 SPF#1/#2 42"(3'_6") -804 --41a 1 - 1 1 7 (1),14" 2 OE,LVL 166"(13'40")- 3162 -- 4.1-a 2 2 V 8 (1)2xS SPF#1/#2 54"(4'-6") "1020 - _4.1 a 1 _ -1-1 _ 1 8 (1)16" 2 OE,LVL 188"(15;-8")- 3583: 41a- -2 2 -2 9 (1)2x10 SPF#1/#2 66"(5'-6") 1247 4.1.a, _1 -_ 1 1 9 (1)18" 2 OE,LVL 210"(17',-6") Ai..1.a _ 3 2 2' 10 (1)2x12 SPF#1/#2 76"(6'4") 1446 `4.1 a-' 1 1 '1 10 (1)20" 2.OE,LVL 232"(19'4") 4417 4.1.a - 3 .2 2 11 (2)2x4 SPF#2(s) -38"(3'-2")- 732-_'- _41 a - 1 - 1 - 1- 11 (1)22" 2 OE,LVL '253"(21`4"), 4833 - 4.1 a- - 3 - - 3 _ 2 12 (2)2x6 SPF#2(s) 56"(4'_8,') '1073, 41.a --1 _1 1 ' 12 (2)35" - 2 OE,LVL 53"(4'-5") 1005 41.a 1 1' 1 13 (2)2x8 SPF#2(s) 71"(5'41") 1358 - 4.1 a -` 1 1 1 13 (2)55" 2 OE,LVL _ 83"(6'41") 1586 - 4 1.a - "1 1 I - 14 (2)2x10 SPF#2(s) S7--'(7'4y 1663 4 1.a' -'-'I _ 1 "- 1 14 (2)7 25" 2 OE,LVL 110"(9'-2")-" 2097 = 4.1 a' -2 1 _1 15 (2)2x12 SPF#2(s) 101"(8'-5") -1929 4 1 a 2 1 1 15 (2)9 25" 2 OE,LVL 141"(11`-9") 2682 4 1-a 2 2 1 16 (2)2x4 SPF#1/#2 41"(3'-5") -_ 778 41a 1 _ 1 1= 16 (2)1125" 2.OE,LVL 171"(14'-3"? 3270 41.a -2, - 2' _1 17 (2)2x6 SPF#1/#2 60"(5'-0") 1140 4.1 a _1 1''.- 1 17 (2)12" 2 OE,LVL 183"(15'-3")', 3494 -�- 4.1,a_ 2 __ 2 ', _1 18 (2)2x8 SPF#1/#2 76"(6'-4") 1446 -4 1 a 1 1 1 - 18 (2)14" 2 OE,LVL 213"(17'-9") 4086-- 4.1.a 3 2 2 _ 19 (2)240 SPF#1/#2 93"(7'-9")_ 1768 4.1 a 1 .1 - 1 19 (2)16" 2 OE,LVL 244"(20'-4") .-'4683 - 4.S.a'- 3''--' 3' - 2 _ 20 (2)2x12 SPF#1/#2 168"(9'-0")-- -2053 4 1 a 2 1 ," 1- 20 (2)18" 2 OE,LVL 274,,(22'-10") ,5285 4 1 a 3- ' 3 - 2 21 (3)2x4 ,SPF#2(s) 51"(4'-3") 962' _4,1 a n/a - n/a .1- 21 (2)20" 2 OE,LVL -305"(25'-5") 5888 A l.a- „ 4 3 2 - 22 (3)2x6 SPF#2(s) 74"(6'-2") '_1416 -'4 1.a _ n/a n/a' '1 22 (2)22" 2 OE,LVL 335"(27'-Ii") 6494, 4.1.a 4' - 3 r 2 23 (3)2x8 SPF#2(s) 94"(7f 10")- 1789 -41 a -h/a n/a - 1,_ 23 (3)3 5" 2 OE,LVL 61"(5'-1.1, 1159 ,4.1.a n/a n/a '1 24 (3)2x10 SPF#2(s) 115"(9'-7") 2189 4.1,a _ n/a - n/a - 1 24 (3)5 5"_ 2 OE,LVL 96"(8'-0") 1831 43.a _ n/a' _ n/a,- =1 25 (3)2x12 SPF#2(s) 133"(11'-1")- 2542 - 41a n/a, n/a 1 25 (3)725" 2 OE,LVL "127"(10'-7") ,2423 4.1.a h/a ,n/a 1 26 (3)2x4 SPF#1/#2 54"(4'-6")- 1024 i, 41.a n/a n/a '1 26 (3)9 25 2 OE,LVL ,162"(13'-6") „3106---, 4 14 n/a - n/a •` 1; 27 (3)2x6 SPF#1/#2 79"'(6--V) - 1500 _ 41.a - n/a n/a _ •1 27 (3)11 25 2 OE,LVL 197"(16=5") 3794 ., 4.1.a ,-n/a n/a _2 - 28 (3)2x8 SPF#1/#2 1'100"(8'-4") 1902 _ 4.1 a n/a 'n/a 1 28 (3)12" 2 OE,LVL 210"(17'76")_ 4052 4 l.a n/a,.-�n/a _ 2,,- 29 ,_29 (3)2x10 SPF#1/#2 ,122"(10'-2") 232T h 4 1 a n/a _-n/a 1 29 (3)14" 2 OE,LVL 245"(20'-5") 4748- 4.1 a.- n/a n/a - 2 30 (3)2x12 SPF#1/#2 141"(11'-9") 2705 41a 'n/a -'n/a _ 1 30 (3)16" 2 OE,LVL 280",(23'-4") 5450- 4.1.a ' n/a n/a 2 ' A=LL=360,TL=240,CD=10 Wall Height=9 ft Table Load=450 PLF , 31 (3)18" 2 OE,LVL 315"(26'3") 6156 .4.1.a n/a n/a 2 32 (3)20" 2.0E,LVL 351"(29'-3") 6869 4.1 a- n/a _ n/a 2 33 (3)22" 2 OE,LVL 386"(32'-2") 7588 4.1 a n/a ,n/a .3' A=LL=360,TL=240,CD=10 Wall Height=9 ft Table Load=450 PLF 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VULT)Exp C,131(VuLT)Exp D • NO ROOF LOAD TRANSFER(W4-W2) ® , Table"R"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" Table"S"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" 1st Fir.Clg./2nd Fir.Fir. Stud Columns' 1st Fir.Clg./2nd Fir.Fir. Stud Columns 3 Reaction Reaction Page# 2x45PF 2x45PF 2x6 SPF 5 1 Page# 2x45PF 2x4 SPF 2x65PF No Mems Species Max Span (lbs) stud #1/#2 #1/x2 No. Mem Species Max Span (lbs) stud #1/#2 01/#2 (1)2x10 SPF#2(s) (1)9 25" 2 OE,LVL 1 over 89"(7'-5") -1704 5 1 a- 1 1 - -1_- 1 over -157"(13'-1")- 3003 5.1 a -2 '- 2- 1 - (1)242 SPF#2(s) - - (1)1125" 2 OE,LVL - - - (1)2x10 SPF#1/#2 _ - -- (2)9 25" 2 OE,LVL - ) 2 over ' 95"(7'-11") 1814` 5.1 a 1 1 1= 2 over 200'(16'-S" 3869 5.1.a 3' 2 2 (1)2x12 SPF#1/#2 ° - (2)1125" 2 OE,LVL - (2)2x10 SPF#2(s) _ _ _ - - - (3)9 25" 2 OE,LVL 3 over "126';(10'-6") '2429 'S.l.a - 2_ �2 1 _ 3 over 230"(19'-2")- 4508'- 5.1 a_ n/a -"n/a -2 _ (2)2x12 SPF#2(s) - - (3)11 25 2 OE,LVL _ - (2)2X10 SPF#1/#2 - - __` _ - A=LL=360,TL=240,CD=1.0 Wall Height=9 ft Table Load=450 PLF 4 over 134"(11'-2") 2588 5 1 a 2 2 '-,1' - (2)2x12 SPF#1/#2 (3)2x10 SPF#2(s) 5 over X166"(13'-10"), 3214 _S.l.a n/a -"n/a; 1 - (3)2x12 SPF#2(s) - - - - (3)2x10 SPF#1/#2 6 over ,176"(14'-8") -3429 5.i-a-- n/a n/a - 1 (3)2x12 SPF#1/#2 - A=LL=360,TL=240,CD 10 Wall Height=9ft Table Load 450 PLF Structural Schedule for a 1-Story Dwelling: Job#: 32026gar ; Ground Snow Load 35-psf Basic Wind Speed VASD 110 mph 3sg Exp. C Ultimate Wind Speed VOLT ,142 mph 3sg' Eq.Exp"D"WindSpeed VuLr 130 mph 3sg W1=5.17 plf W2=238 pif Mean Roof Height 20ft - 3 v Wall Zone 5 O Roof Pitch 12/12,, no- Truss oTruss Type:- Cape 'Kneewoll Dim 96. W3=892 plf W4=603 plf Roof Design Standard.- Loading Section-"Loads per Module" Max.Module Width 13 ft House Width(nom) 26 ft Wall Height-1st Floor 8 ft " Typical Loads: 1st Flr.LL= 40 psf T Ext Wall DL= 50 plf i 1st Flr.DL= 10 psf Mate Wall DL= 40 pif (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=517 plf. Reference page#2 2 10 within the Calculation Manual for loading origin W2=Truss Reaction converted to PLF=238 plf. Reference page#2 2.10 within the Calculation Manual for loading origin W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W1+Ext Wall DL [(O 5 x 13)x(40+10)]+517+50=892 plf W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plf): [(0 5 x 13)x(40+10)]+238+40=603_plf TL LL DL W16= 517 388 129 No-Transfer Load(NTL)Loading Section Formulas: W26= 238 179 59 W3 NTL W1=[(1/2 Max Mod Width)*(istStory LL+Floor DL)]+Ext Wall DL W3= 892 648 244 [(0 5 x 13)x(40+10)]+50=375 plf W4= 603 439 164 W4 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 375 260 115 [(0 5 x 13)x(40+10)]+40=365 plf W4 NTL W2= 365 260 105 Footnotes Applicable to All Pages Within this Section: 1),All LVL is 15"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6 2 1.1.e of the Calc Manual The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int Stud Columns reference page 6 41 a of Calc Manual. Columns shown are braced. If unbraced,see page 6.4.1.b of calc manual-choose appropriate column for reaction given. 4) Reference page 6 1.1 a of Calc Manual for Exterior Studs and page 6.3.1.a of Calc Manual for Interior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 4 6) For the purpose of determining truss LL&DL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below See caic manual or alternate load section for Zone 4 values if necessary 8) Referenced Standards. ASCE 7-02,05&10 and NDS 05,12&15. 9) Most common loading condition shown above Load sections based on specific conditions may be generated referencing calculations in approved manual Stud Requirements:° First Floor- 8'Wall Height 12"o c 16"6c 24"o c. 2x4 SPF#1/#2 OK OK NG - Sidewall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK Matewall 2x4SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK 8ft High matewall stud caic values may be used for9 ft high walls ifsolid wall blocking is installed at 8 ft off Sidewall Table Load=517 PLF Matewall Table Load=238 PLF 1st Fir.Headers&Girders-26'-Wide,12/12-Pitch,Standard Cape-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,130(VULT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(Wl): First Floor ReactStud Columns 2'' First Floor Reaction Stud Columns z'' ion Page# 2x4III 2x6111 216_1P Page# N4 III 2x6 SPF 2x6III No Mems Species Max Span (lbs) #1/#2 stud #1/#z No Mems Speciesl Max Span (lbs) #1/#2 stud 41/#2 1 (1)2x4 SPF#2(s) 26"(2'-2") 615, 4 2.a 2 _ 2 2- 1 , (1)35" 2 OE,LVL 38' (3'-2") 893 . 4 2.a 2 2- 2' 2 (1)2x6 SPF#2(s) -39"(3'-3") 899 4 2.a " Z_ 2 2 2 (1)5.5" 2 OE,LVL 61"(5'-1") : 1408 __4.2.a, - '3 _ 2 2 3 (1)2x8 SPF#2(s) 49"(4'-1") 1137, 4.2.a- 3 2 2 3 (1)7 25" 2 OE,LVL 80"(6'-8") 1856-, - 4.2 a 3-- 2 2 4 (1)2x10 SPF#2(s) 60"(5'-0")_ 1389 4 2.a= 3 2 2 4 (1)9.25" 2.OE,LVL 102"(8'-6") 2373 4 2.a 4-_' '3'' - 2 5 (1)2x12 SPF#2(s) 69"(5'-9") 1611 42.a. 3 2 -'2 5 (1)1125" 2.OE,LVL 125"(10'-5") 2888 42.a nja -3 - 2' 6 (1)2x4 SPF#1/#2 28"(2'4')r 653 _ 41a 2 2 2 6 (1)12" 2 OE,LVL 133"(11`-1") 3083' 4 2.a n/a 3 _2 7 (1)2x6 SPF#1/#2 41"(3'-5'-') 955 4.2.a - 2 2 _ 2 7 (1)14" 2 OE,LVL 155"(12'-11") 3600 4.2.a n/a'-. 4 3 8 (1)2x8 SPF#1/#2 52"(4'-4") 1209 4 2.a _ 3 2 2 8 (1)16" 2 OE,LVL 178"(14'40") 4120" 4 2.a n/a 4 3' 9 (1)2x10 SPF#1/#2 64"(5'-4',) .1476 4 2.a 3 2 ' 2 9 (1)18" 2 OE,LVL ,200"(16':8") 4639 4 2:a- n/a 4 -3 10 (1)2x12 SPF#1/42 74"(6'-2") 1712 4 2.a '3 2 2' 10 (1)20" 2 OE,LVL 222"(18`-6")" 51624.2.a-- n/a n/a 3 11 (2)2x4 SPF#2(s) 37"(3'-1") - 869 4 2 a 2 2- 2 11 -(1)22" 2 OE,LVL 244"(20'4") 5683 4.2 a n/a "rVa ' 3 12 (2)2x6 SPF#2(s) 55"(4'-7") 1271 42a- 3 2 2 12 (2)35" 2.OE,LVL 49"'(4'-1"), .1144 4.2.a 3 2 2 13 (2)2x8 SPF#2(s) _ 69"(5'-9") 1611 4 2 a 3 2 2 13 (2)55" 2 OE,LVL 78"(V_-6") 1805 _4.2 a 3 -2 , 2- 14 (2)2x10 SPF#2(s) .85:'(7'-1") 1968 4.2 a 3- -3- 2 14 (2)7 25" 2 OE,LVL 103"(8'-7") 2383 4 2.a 4, 3 2 15 (2)2x12 SPF#2(s) - 98"(8'-2") -2285 42a_ 4 -3 2 15 (2)9 25" 2 OE,LVL 131"(10',11") 3050 4.2.a- n/a- -3 - 2 16 (2)2x4 SPF#1/#2 40"(3'-4"), 922 4 2.a 2 2 2 16 (2)1125" 2 OE,LVL 160"(13'-4") 3718 4.2.a n/a 4 '3 ' 17 (2)2x6 SPF#1/#2 58"(4'40") 1350 - 4 2.a 3 2 2 17 (2)12" 2 OE,LVL 170"(14'-2") 3969 4-2'.a n/a 4' 3 18 (2)2x8 SPF#1/#2 74"(6'-2") 1712 4 2 a 3 2, 2 18 (2)14" 2 OE,LVL 199"(16'-7") 4641 -4 2:a- n/a 4 . 3 19 (2)2x10 SPF#1/#2 90"(7'-6") 2093 4 2 a 4 3 2 19 (2)16" 2 OE,LVL 227"(18'-11"),, 5316 _4 2.a- n/a n/a, 3 20 (2)2x12 SPF#1/#2 104"(8'-8') 2431 4 2 a 4 3 2' 20 (2)18" 2 OE,LVL 256"(21'-4") 5994 4 2.a n/a- n/a -3 21 (3)2x4 SPF#2(s) ,147"(3'-11") 1103, 4.2.a n/a n/a 2 21 (2)20" 2 OE,LVL '284"(23'-8") 6675 4.2 a n/a n/a 4 22 (3)2x6 SPF#2(s) 72"(6'-0") 1670 4 2a,-' n/a n/a 2 22 (2)22" 2 OE,LVL 313"(26'-1") 7362- 4 2.a- n/a n/a 4 23 (3)2x8 SPF#2(s) 91"(7'-7") 2118 4 2.a n/a n/a 2 23 (3)3 5" 2 DE,LVL 57"(4'4") 1320 - 4 2.a n/a, n/a 2 24 (3)2x10 SPF#2(s) 111"(9'-3") 2591 4 2 a n/a n/a 2 24 (3)5 5" 2 OE,LVL 90"(7'-6") 2083 4.2.a n/a n/a 2 25 (3)242 SPF#2(s) ,'124"(10'-9") 3008 4 2.a n/a n/a -2 25 (3)7 25' 2 OE,LVL '118"(9'-10") 2758 42a-- n/a n/a _ 2 26 (3)2x4 SPF#1/#2 'S1'(4'-3") 1195- 4 2 a n/a - n/a 2 26 (3)9 25" 2 OE,LVL 151"(12'-7") ' -3531- 4 2 a n/a n/a 3 27 (3)2x6 SPF#1/#2 76"(6'-4') 1778 4 2 a n/a n/a 2 27 (3)11.25" 2 DE,LVL 184"(154') 4309 " 4.2.a n/a n/a 3 28 (3)2x8 SPF#1/#2 97"(8'-1") 2252 4 2 a n/a _n/a 2 28 (3)12" 2 OE,LVL 196"(16'-4") 4601 4.2.a n/a" n/a 3 29 (3)2x10 SPF#1/#2 118"(9'-10") - 2755- 4,2 a n/a n/a 2 29 (3)14" 2 OE,LVL 229"(19'-1") 5386 4 2 a n/a n/a 3 30 (3)2x12 SPF#1/#2 137"(11'-5") 3199 4 2.a- n/a n/a 2 30 (3)16" 2 OE,LVL 262"(21'-10") 6177 4 2.a n/a n/a 4 A=LL=360,TL=240,CD=1 15 Wall Height=8 ft Table Load=550 PLF 31 (3)18" 2 OE,LVL 294P(24--6-") 6973 4 2.a n/a n/a -4 32 (3)20" 2 OE,LVL 327"(27'-3") _7774 4.2.a n/a n/a 4 Stud Column Table Load for Tables"A"&"B"=600 PLF 33 (3)22" 2 OE,LVL 360"(30'-0" ) 8584 4.2.a n/a n/a n/a A=LL=360,TL=240,CD=115 Wall Height=8ft Table Load=550 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Stud columns' Re.tion Reaction First Floor stud Columns 3 i Page# 2x3 SPF 2.4 SPF 2x6 6Pf Page# 2x3 SPF 2x4 SPF 2.6 SPF No Mems Species Max Span (lbs) 41/42 41/#2 #1/#2No Mems Species' Max Span (lbs) 91/#2 #1/02 #1/#2 1 (1)2x4 SPF#2(s) 39"(3'-3") 414 4 2.a 1 1 1 1 (1)3.5" 2 OE,LVL 51"(4'-3") 538 4.2.a 1 1 1 2 (1)2x6 SPF#2(s) 57"(4'-9") 606 4 2.a 1 1- 1 2 (1)55" 2 OE,LVL - 80"(6'-8") 848 4.2 a 1 1 11 3 (1)2x8 SPF#2(s) 73"(6-1") 768 4 2.a 1, 1 1 3 (1)7 25" 2 OE,LVL 106"(8'40") - 1121 4 2 a 2 1 1 4 (1)2x10 SPF#2(s) 89"(7'-5") 940 4 2.a- 1 1 1 4 (1)9 25" 2 OE,LVL 135"(11'-3") 1434 4 2 a 2- 1 1- 5 (1)2x12 SPF#2(s) 103"(8'-7") 1091 4 2.a 1' _ 1 1' S (1)1125" 2 OE,LVL 165".(13'-9'-') 1748 4.2.a 2 1 " 1 6 (1)2x4 SPF#1/#2 42"(3'-6") 440 4 2 a 1 1 -1 6 (1)12" 2 OE,LVL 176"-(14'-8") 1867- . 4.2.a 2- 1 1 7 (1)2x6 SPF#1/#2 61"(5-1") 644 4.2 a 1, '1 1 7 (1)14" 2 OE,LVL 205"(17-1") '2183 4.2.a ,2- 1 - 1 8 (1)2x8 SPF#1/#2 J7"(6'-5"). 817 :42a 1 1 1 8 (1)16" 2 OE,LVL 235"(19'4") 2501 _ -4.2 a 3 2 1 -� 9 (1)240 SPF#1/#2 94"(T-10") 999 -` 4.2 a 1, ,1 1 9 (1)18" 2 OE,LVL 264"(22'-0") I 2821 42a 2 1 10 (1)2x12 SPF#1/#2 _109"(9'-1") 1160 4 2 a 2 1 1 10 (1)20" 2 OE,LVL 294"(24'-6") 3143 .4 2.a_ 3 -2- - 1 11 (2)2x4 SPF#2(s) 54"(4'-6") 570 41-a n/a 1 1 11 (1)22" 2 OE;LVL 323"(26'41") 3467 -4.2 a 4_ 2 1 12 (2)2x6 SPF#2(s) 81"(6'-9") 859 _ 4 2-a" n/a 1 1 12 (2)3 5" 2 OE,LVL 65"(5'-5")- - 687 ,4 2.a n/a' 1 1 13 (2)2x8 SPF#2(s) 103"(8'-7") 1090 - 4 2.a n/a 1 1 13 (2)5 5" 2 OE,LVL 102"(8'-6")" 3086 4 2'a n/a 1 1 14 (2)240 SPF#2(s) ,125,(10'-5") '1334 42 a n/a .1 1 14 (2)725" 2 OE,LVL 135"(11'-3") 1437 4 2.a n/a 1 1 15 (2)2x12 SPF#2(s) 145"(12'-1") 1550 4.2.a n/a 1 1 15 (2)925" 2 OE,LVL 172"(14'4") 1844 4 2.a n/a 1 1 ' 16 (2)2x4 SPF#1/#2 58"(4'-10") 619 4.2 a n/a 1 1 16 (2)11.25" 2 OE,LVL 210"(17'-,0) -2253 4,2 a n/a 12 1 17 (2)2x6 SPF#1/#2 86"(T-2") _ 914' _ 4 2 a n/a 1 1 17 (2)12" 2 OE,LVL 224"(18'-8") 2408 =4 2.a-- n/a -12 - 1 18 (2)2x8 SPF#1/#2 109"(9'-1") 1160 4.2.a_ n/a 1 1 18 (2)14" 2 OE,LVL 261"(21'-9") , 2825 .4 2.a n/a_ 2 1 19 (2)240 SPF#1/#2 '133"(11'-1") 1420 4.2.a _ n/a 1 _ 1 19 (2)16"_ 2 OE,LVL 298"(24'-10") 3244 -__4.2.a n/a 2 1,_ 20 (2)242 SPF#1/#2 154"(12'-10") 1649 4 2-a- ' n/a 1 1 20 (2)18" 2 OE,LVL '336"(28'-0") 3667. 4 2.a, n/a 2 - 2 21 (3)2x4 SPF#2(s) -62"(5'4") 654 4.2 a n/a n/a 1 21 (2)20" 2 OE,LVL 373"(31'-1") 4095 42a- n/a -, 2 2 22 (3)2x6 SPF#2(s) _97"(8'-11 1035- 4.2.a n/a- n/a 1 22 (2)22" 2 OE,LVL 411"(34'4") -4527 .4 2 a n/a - 3 2 23 (3)2x8 SPF#2(s) 128"(30'-8") 1370 4 2 a n/a n/a 1, 23 (3)3 5" 2 OE,LVL 74"(6'-2") 791 4.2 a _-,_ n/a n/a 1 24 (3)2x10 SPF#2(s) 164"(13'-8") 1758 4.2.a n/a n/a -1 24 (3)5 5" 2 OE,LVL 117"(9'-9")- 1256 -_4 2 a - n/a n/a 1 25 (3)242 5PF#2(s) 190"(15'-30'1 2046 4.2 a n/a n/a 1 25 (3)725" 2 OE,LVL ,155"(12'41")- 1666 4 2 a _ n/a n/a 1 26 (3)2x4 SPF#1/#2 67"(5'-7") - 711 _ 4.2-a p/a _ n/a 1-_ 26 (3)9.25" 2 OE,LVL 198"_(16'-6") 2143 4 2.a n/a n/a 1 27 (3)2x6 SPF#1/#2 105'(8-4) 1124 4 2.a n/a n/a -1 27 (3)1125" 2 OE,LVL 241"(20'-1") 2626 4.2.a n/a -n/a -1 28 (3)2x8 SPF#1/#2 131'(11'-7") 1490 -_ 4.2 a n/a n/a -1 28 (3)12" 2 OE,LVL 257"(21'-5") -2809 4 2 a n/a' n/a _ 1 29 (3)2x10 SPF#1/#2 174"(14'-6") 1873 4.2.a- n/a n/a 1 29 (3)14" 2 OE,LVL -300"(25'4") 3301 _4 2 a n/a n/a _1 30 (3)2x12 SPF#1/#2 "201 (16'-9")� 2179 4 2 a n/a n/a 1 30 (3)16" 2 OE,LVL 343"(28'-7") 3800 4 2 a n/a n/a 2 A=LL=360,TL=240,CD=1 15 Wall Height=8 ft Table Load=250 PLF 31 (3)18" 2 OE,LVL 386"(32'-2") 4307 4.2-a - n/a n/a 2 32 (3)20" 2 OE,LVL 429"(35'-9") 4821 4 2 a n/a 4p/a 2 33 1 (3)22" 2 OE,LVL ,472"(39'-4'y '5346 `4.2.a n/a n/a' __2 A=LL=360,TL 240,CD 115 Wall Height=8ft Table Load 250 PLF 1st Fir.Fir.Girders-26'-Wide,12/12-Pitch,Standard Cape-Truss,35 Pg,110/142(Vaso/VULT)Exp C,130(VuLT)Exp D Table"E"-First Fir.Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor° Reaction First Floor Reaction (W4-W2) No Mems Species I Max.Span (Ibs) Page# No Mems Species 1 Max Span (lbs) Page# 1 (1)2xg SPF#2(s) _ 45"(3'-9") 1235 = 4.2.b 1 (1)2x8 SPF#1/#2 57"(4'-9")- 961 4.1.a 2 (1)2x10 SPF#2(s) 55"(4'-7") 1510_ 4.2.b 2 (1)2x10 SPF#1/#2 70`(V-10 1176 _ .4.1.a 3 (1)2x12 SPF#2(s) ,` 64",(5'14") 1753 4.2 b 3 (1)2x12 -5PF#1/#2 81"W-O') 1365 4.1.a 4 (1)2x8 SPF#1/#2 48"(4'-0")' 1314-,-"- 4-2.b 4 (1)725" 2 OE,LVL 90"(7'-6") 1517 4.1.a. _ 5 (1)240 SPF#1/#2 59"(4'-11'-') 1605_ __4.2 b S (1)9.25" 2.OE,LVL 115"(9--7") .-193_9 4.1 a 6 (1)242 SPF#1/#2 68"(5'-8")- 1862 --_4.2 b 6 (1)11.25" 2.OE,LVL ,140"(11'-8") 2362 4.1.a 7 (1)7.25" 2.OE,LVL 75"(6',-3")' 2065 4 2 b 7 (1)14" 2 OE,LVL -174.1(14'-6")_ 2944 -4.1 a 8 (1)925" 2 OE,LVL 96",(81-01.) 2639 - ,4 2.b 8 (2)2x8 SPF#1/#2 81"(6'-9") 1364 4.1 a 9 (1)1125" 2 OE,LVL 117"(9'-9") 3210 _'4 2 b 9 (2)2x10 SPF#1/#2 `98"(B`-2.')- ' _1667: 4 1 a__ 10 (1)12" 2 OE,LVL 125"(10'-5") 3427 4 2 b 10 (2)2x12 SPF#1/#2 114"(9'-6") 1936 4.1.a - 11 (1)14" 2 OE,LVL 146.'(12'-2") _4000 42b it (2)725" 2.OE,LVL 115"(9'-7")' _1945 _41.a . 12 (1)16" 2 OE,LVL ,167"(13'-11") 4577 .4 2 b', 12 (2)9 25" 2 OE,LVL 147"(12'-3"),,''2489_ 4.1a,', 13 (1)18" 2 OE,LVL 188"(15'-8") 5149' 4_2.b, 13 (2)1125" 2 OE,LVL 178"(14'40") 3037- 4.1,a l 14 (1)20" '2 DE,LVL 207"(17'-3")_-5683- 4 2.b 14 (2)14" 2 OE,LVL 222 (18'4")'--'-3795 4:S.a - 15 (1)22" 2 OE,LVL 226"(181-10"), 6214 = 4 2.b 15 (3)2x8 SPF#1/#2 106"(8'-l0") -.1795 ' 4.1 a 16 (2)2x8 SPF#2(s) 64','(5'-4") , '1752 4.2.b 16 (3)2x10 SPF#1/#2 129"(10'-9") 2197' 41.a 17 (2)2x10 SPF#2(s) ,°78"(6'-6") 2140 4.2 b_ 17 j (3)2x12 SPF#1/#2 149"(12'=S'4) 2552 _4.1 a 18 (2)2x12 SPF#2(s) 90"(7'-6") 2484 : A2 b 18 (3)725" 2.OE,LVL -132"(11'-0") 2250 4.1-a 19 (2)2x8 SPF#1/#2 68"(5-8")- 1861- -'4-2b 19 (3)9 25" ME,LVL 169."(14'-1") 2884_ 4.1.a 20 (2)2x10 SPF#1/#2-- 83"(6'-11"), -2274 4 2_b 20 (3)1125" 2.OE,LVL 205"(17'-1") -3525 4 1'a- 21 (2)2x12 SPF#1/#2 '96"(8'-0") 2638 '4 2 b 21 (3)14" 2 OE,LVL 256"(21'-4") 4414 4.1.a A, 22 (2)7 25" 2 OE,LVL ' 97"(8'-1") '_ 2655 4 2.b A=LL=360,TL=240,CD=10 Table Load=400 PLF 23 (2)925" 2.OE,LVL -124"`(10'-4") 3392- -4 2 b 24 (2)11.25" 2 OE,LVL .150"(12'-6") 4135 4 2.b 25 (2)12" ME,LVL 16'V"(13--5")', 4414 - '4 2 b,_ 26 (2)14" 2.OE,LVL 1187"(15'-7")' '5161 4.2'b 27 (2)16" ME,LVL 214"(17-10") 5908 4.2 b 28 (2)18" 2 OE,LVL 241"(20'-1") 6661- `--4.2 b 29 (2)20" 2 OE,LVL 268"(22'-4") 7416 -42b 30 (2)22" 2 OE,LVL 295"(24'-7") "8171 42.6 31 (3)2xg SPF#2(s) 84"(7-0") 2300 4 2 b 32 (3)2x10 SPF#2(s) .102"(8'-6") 2814 _ _4 2 b 33 (3)2x12 SPF#2(s) 119"(9'41") 3267 4 2.b 34 (3)2x8 SPF#1/#2 89"(7'-5") 2447 4 2:b 35 (3)'240 SPF#1/#2 109"(9--l")' 2992 ;4 2 b 36 (3)2x12 SPF#1/#2 126"(10'-6")-_ 3475-___ 42 b 37 (3)7 25" 2 OE,LVL -112"(9'-4") 3069 4.2 b 38 (3)925" 2 OE,LVL 143"(11'41") 3928 4 2 b 39 (3)1125" 2 OE,LVL 174"(14'-6"), 4793 4 2 b 40 (3)12" 2 OE,LVL 185"(15'-5") -5115 4.2 b 41 (3)14" _ 2 OE,LVL 216"(18'-0") 5987 = _ 4 2 b 42 (3)16" 2 OE,LVL 247"(20'-7") 6863 _: 4 2 b- 43 (3)18" 2 OE,LVL 278"(23'-2") 7741 4 2 b' 44 (3)20" 2 OE,LVL" 309"(25'-9") 8627 4 2 b' 45 (3)22' 2 OE,LVL 340"(28'-4") 9518"` ---,42b A=LL=360,TL=240,CD=115 Table Load=650 PLF l r rr a rN .Y - ..:t. ,.... .. ,. .3ti �-£..-,F ..: .,. �-.rr.*� ,.:-.�..,..;.. ,. n �<..,.H;a, ...£a.�* r.+. �x�. .t �c�9 Jl. +��;"" ;1d •7:� ,.x... .�. - `s:�. .�. :,. : .,, .,...Sa +. .: . - - rte'*4 ce. ,, -.z ,.�", >� .;- -ar, ,r`•.. �°,,,..sv. ._r .....„... c ��`:,.:�*, -.. ,.; t ��.�...+; .�•'- J -,.:��-- .. s..r.� .��r'k ,�,� ^,, •hoE-,, .�� �, „7 ,.. � .; - r �. ��"�,A.,�. � "�'4: : ..!.*`..••�`;z.,� K.r �'�t a..� �� '+.�„. �I, . �:- � x�."�k i'�. ?..Y;,7Y� � x�a a � aa�•� ..,,.. �`� :� _: r� ,`k� s�ST v � .s a a a�p�� a z,:: �� .'`Ii�� �s._:W �§-�,t' 1 _ f t r�7 � M 1 � ..may �� 1 ;' '%740 Main E�Ayview Rd ” j. / ,. Ci. S,dxpO:`a•'' s'._� / f r �'�l�t r y._F ,� f / ' MS z amu, sF c' p s n 'Now, r 4Ir - t 40 "744 A, 3 ti .. .� Google Earth ��2018 Google -�, �.. "" .. 111 'STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR 'ALBANY,NY 12231-0001 CESAR A. PERALES WWW DOS.NY.GOV SECRETARY OF$TATE TIC FIR L. This notice serves to inform the local Code Enforcement Official that the New York Department of State(DOS)has reviewed and approved plans, 'as authorized pursuant to 19 'NYCRR Part 1209, Regulation and Fees for Factory 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: Muncy Homes, Inc. 1567 PA Route 442 East P.O. Box 325 Muncy, PA 17756 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) Approval Number: New System Number: M1387-2015-021 Modifications to: Previously Approved System of Models M1387-02-070 Applicable,Code: Residential Code of New York,State 2010 (RCNYS 2010) Expiration Date- December 15, 2016 Maximum Ground Snow Zone: 90 PSF Seismic Design Category: A, B, C, DO Basic Wind Speed: 120-MPH Maximum Exposure Category A, B, or C DOS Contact Person: Edmund F. Girzone, R.A. Additional Conditions: None Approval Date: February 20, 2015 Ronald Piester, AIA Director A copy of this Notice of Approval shall accompany all plans and specifications's ubmitted as part of a permit application.Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform,to the plans and specifications approved by and on file with the DOS. The following statement may be used to provide this certification: "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on February 20, 2015 under systems number Ml'387-2015-021" 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 forfurther review and/or determination. N�wYORK Department �n� STATE OF OPPORTUNITY. of State RE'Schleck Software ersi n :6®3 ®M 1ian1ce -certificate Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, >Y ' to alter this item in any wayJ✓ Project #32026_000 (job_5/N) Energy Code: 2015 IECC !" Location: Suffolk County, New-York ., Construction Type: Single-family Project Type: New Construction ,%0 ' Conditioned Floor Area: 1,980 ft2 '. 3,'t.. ; " 02/06/17 Glazing Area 10% Climate Zone: 4 (5999 HDD) Permit Date. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Stuckart Builder:Turn Key D Mincemoyer 5740 Main Bayview Rd. N_Y Muncy Homes, Inc. Southold, NY 11971 1567 Rt442E Muncy,-PA 17756 t ''Zao „a .. "� � 1'w, '..Sa, ..�' '•- n �'2 'i. .'�� �.''�. :.: �k`. ,,, ;v, h Compliance. 8.8%Better Than Code Maximum UA. 328 Your UA; 299 Maximum SHGC. 0.40 Your SHGC: 0.26 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 Ceiling 1: Flat Ceiling or Scissor Truss 990 44.0 0.0 0.027 27 Wall 1• Wood Frame, 16" o.c. 675 21.0 0.0 0.057 28 Comment:front Window. 9-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 140 0.270 38 SHGC- 0.25 Comment:f 9 Door: 1-64 x 80 2 Sidelites: Solid 38 0.230 9 Comment:f 2 Wall 2: Wood Frame, 16" o.c. 675 21.0 0.0 0.057 34 Comment: rear Window: 1-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.290 5 SHGC: 0.25 Comment: r 1 Window: 3-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 23 0.290 7 SHGC: 0.25 Comment: r 3 Door: 1-72 x 80 Vinyl SGD: Glass 40 0.290 12 SHGC: 0.34 Comment: r 1 Wall 3: Wood Frame, 16" o.c. 516 21.0 0.0 0.057 28 Comment: left Window. 2-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.290 9 SHGC: 0.25 Comment: 12 , Project Title: #32026-000 (Job_S/N) Report date: 02/03/17 Data filename: 0:\Prem'ier Data\REScheck 32000\32026.rck ' Page 1 of 2 e n Wall 4:Wood Frame, 16" o.c. 516 21.0 0.0 0.057 27- Comment: right Door: 1-32 x 80 Blank: Solid 19 - 0.200 4 4 Comment: rt 1 Door: 1-30 x 80 Blank: Solid 18 0.200 4 Comment: rt 1 Wall 5:Wood Frame, 16" o.c. 248 13.0 0.0 0.082 19 Comment- bsmt level stair area Door: 1-30 x 80 Blank: Solid 18 0,160 3 Comment. bsmt level stair area Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 949 19.0 0.0 -0.047 45 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 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the RESCl ery r�InCe oy tion Checklist. Darryl MincemDyer cmatl=d incemo er@pr,ou, Darryl Mincemoyer-Engineering email=dmincemoyer@premier-bwlderscom,c=US Name-Title Signature Date Project Notes: 1- Calcs reflect,only that portion of the unit assembled in the factory & included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements & cape roofs spaces, the builder shall enclose basement & attic stairs. The walls-surrounding'the basement& attic-stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant &supplied to builder with final house packet for on-site completion by others. 02/06/17 Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way Project Title: #32026_000 aob_S/N) Report date: 02/03/17 Data fileriame: O:\Premier Data\REScheck 32000\32026.rck, Page 2 of 2 -2015 GC gy , Above-Grade Wall' 21,00 Below-Grade Wall 0.00" Floor 19.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Window - 0.27 0.25 ` Door 0.29 0.34 � I Heating System, Cooling System: Water.Heater: Name: Date: Comments r.. ? X567 R,ou cc.i.sa �ir:-a9 / �i<S Yui.177--6 1V4uncy Hames s Superior $uilclers Premier iSuildevs DATE: 1/20/2017 JOB#: 32026 BUILDER: Turn-Key The following information is being provided by the modular manufacturer to aid the Budder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. -The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE : (check each applicable line) New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) T Truss Type Construction (TT) Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams (F) ❑ Roof Framing (R) .0 Floor Framing and Roof Framing (FR) Job Truss Truss Type QH jP?f SMP 212 - 78663 IHM585825, HINGE MONO 1, 1 Flat-26'-28'60190 universal Forest P ducts Inc-,Grand Rapids,MI 49525,I4ka Patten 7.610 a Jan 29 2015 Mirek industries,Inc,Mon Jun 22.09:0729 2015, Dopy ight�2015 Universal Forest Products, Inc.All Rights Reserved - 2.5-1011-2-8 9 Alt, p 1�. Canlllever - o Delall RAI 5 SMH 18K 4 { 8 0-1-12 to 3-2-0 , 13 {41Q REACTIONS Max Horz 6=-157(LC 13),8=499(LC 9) 104-10 MaxUpfft7=-480(LC 9),8=-403(LC 9) 134OpL if'I Max Grav7=68l(LC13),B=12Z4(LC13) C�u 7.00 12 0-10-12Op1, 04. {4 utaN �--( 3x6 It5h1H180 OC-D-0fL = 23 H 3 9 it z APPROVED, = 1 1 6/14/16 ry DATE f a fy�s 3,5x5 11 8 14 16 7 PFS CORPORA A�8•��.M 2x5 II 5x7 II 0-1,-12 za 1d 11-2-10 G A-B Bloomsburg, PA i3-10-12 Plate Offsets - 1.0-0.12 Edael 11:0-2.5,0.7 t-01.12 OSS 0-0-,5),,[4:0-0-0 D-1-0 [7:0-342,0-0-13L f8-0-3-12.0-041 SPACING:2-0-0 SPACING-:1-40 SPACING-:I-0-0 CSI. DEFL, In (loc) Udell Ud PLATES GRIP LOADING(psf) LOADING(psn LOADING(psp plate Grip DOL 1.15 TO 0.38 Vert(LL) -021 7-0 >752 240 lAT20 197l144 TCLL 46,2 TCLL 69.3 TCLL 92.4 LumberDOL 1,15 BC OAA Vert(CT) -039 7.8 >411 180 MT18HS 197!144 (Ground Sno•*r600) (Ground Snow=90 0)' (Ground Snmr-120 0) Rep Stress incr YES WS 0,48 Horz(CT) 0,00 7 n/a mla TCDL TO TCDL 10,5- TCDL 14-0 Code IBC2021IBC2015/ (Matrix) Weight.77 lb BCLL 0.0' BCLL 0.0' BCLL 0.0` TP12014 FT=0 SCOL 10,0 BCDL 15.0 BCDL 20-0 LUMBER- BRACING- TOP CHORD 2x8 SPF No 2'Except' TOP CHORD Structurelvvood sheathing d'vecttyappW orM-O oe purfns, except endverticals.(P) T2.2x6 SPF 2100F 18E,T3:2x4 SRF No2 BOTCHORD Rigid ceiling directly applied or W-0-0 oc bracing BOTCHORD 2x8 SP DSS WEBS iRow atmidpt 4-9 WEBS 2x3 SPF Stud'Except* W3:2x10 SP DSS REACTIONS. (blsize) 1=90=-3-a 10-3.8 (mm.0-1.8),7=79110-3-8 (min,0.1-0),6=-MAechanical ldax Hoa t=499(LC 9),6=-158(LC 13)- Max Uplift 1=-325(LC 9),7=572(LC 9) Max Gray 1=973(LC 13),7=e64(LC 13) ;. ',? I`ri v FORCES. (fb)-Maximum CbmprassionlRla+amum Tension i e) { 1,A ,;I" ) '; TOP CHORD 1-2=-68615,23=-9381167,3-10=•834186,4-10=55 019 5,4-5=377181,5.6=-189/\30,7-9=-700/490 BOTCHORD 1-13=3241452,13-14=-324/452,14-15=3241452,8-15=324!452,8-11=-297/424,11.12=-297[424,7-12=•297!424 t ' WEBS 2.8=-6821642,4-9=319/573 REQUIRED FiELD J0114T CONNECTIONS -Maximum Compression(lb)]Maximum Tension(b)/Maximum Shear(b)l MW--mum MomentlT; 5=245/87/99!0,9=8181573142410 I NOTES- 1)Dario-03-14 length x 0.0.12deep dodo,0-1.8 and 0.10-8 to!eft edge from jo<nt 1 on the bottom face. 2)Wmrt ASCE 7-10;VuR=155mph(3-seeorid gust)Vasd=t23mph @241n o.c,TCDL=2/psf;BCDL=3.Opsf;(Ag 180mph Q76m o-c:TCDL=3-/psf, BCDL=4.5psf);-(Alt.180mph @12m o,c,;TCDL=4,2psf;BCDL=6.Ops0:h=30f1:Cat-Il;Exp C;enclosed,MWFRS(envelope)gabla end zona and CC Extedot(2)Zone,cantilever left exposed,C-0 for members and forces&b1WFRS for reactions shmim;Lumber DOL=1.60 plate grip DOL=1.50 - E-signed by Kevin Freeman ' 3)TCLL,ASCE 7-10;Pg=60,0 psf(ground snow);Ps=46 2psf(roar snow),Category iC Exp C,Partially Exp:Ct=1,y 4)Roof design snow bad has been reduced to account for slope tssvtsirttlrrr 6)All plates a�osnow A(T20 platesave,been considered wnless olherw9se nd;eated�des gn. ,`,,�v 0F, 7)See HINGE PLATE DETAILS forplate placement. �O'4�; W•,FRFc� 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation, .'V dj•.y 9)All additional member connections shag be provided by others for forces as indicated, y t�4� 9y� 10)This truss has been designed fore 10,0 psf bottom chord Eve bad noaconcurenlwith any other live loads 11)'This truss has been designed fora live bad of 20 Ops(an the bottom chord in a0 areas where a rectangle 3$-0 tall by 2-0-0 vnde vnllrit behveen the bottom chard and any other members,with BCDL=10 Opsf. 12)Provide mechanical connection(by others)of truss to beating plate capable of w tnstanding 325 b uplift atlomt 1 and 572 lb uplift at joint 7, 0)This truss is designed in accordance with the 2015 International Bu(ding Code seclion 2l(16-1 and referenced standard ANSVTPI 1. o �� 14;Take precaution to keep the chords In plane,any bend"og or hvfsUng of the,hinge plate must be repaired Y fore the buiiar g Is put Into service. '• ti�����`•` 15 The field-mstalkd members are an Integral art of truss ss des/gn.Retain a design professional to s ecd final field connections and temporary supports. NAi Ag Feld4ristalled members must be property fastened pi or lc applying any loading to the truss,This design antiopales the final set position h{prlls 10% 16)This truss is designed to accordance with the 2012 ISO Sec 23061 and referenced standard ANSirrPI, cw.r tm'( mrttr t.1 17)BasedonHh1585822 trey a anavar(I(ta"4d1`jr�ons P,A5wet t8)IBC 2012120 f$ Wl dr s sate d raaltsm, The professional engtneedgg seal Indicates that a licensed professional has reviewed the design under the standards referenced vribn this document, Ice err'2ssar,6,p r.°"°are t°=oNr6 not necessary the current state building code.The engneering seal Is not on approval to use Ina specific state.Thermal determination on wheiher 6/23/2015 a truss design is acceptable under the locally adopted buld:ng code rest vAth the budding official or designated appointee.. WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EASTBELTLINE RD,-NE Truss shag not be cuter modifiedviihautapproval ofthe truss design engineer. PHONE(616)364-0161 FAX(616)365-0GWD GRAND RAPIDS,M149525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have.mot been considered,The builder is responsible for Iddng methods'and system design.Builderresponstbilities are defined under TPN.This design is based only upon parameters shomt,and is for an Individual building component to be installed and loaded vertically Applicability of design parameters and proper Incorporation of component is issponsibibty of buldog designer-not tNss desigeor.Bracing shovm is for lateral suppod of individual web members only.Additional temporary bracing to insure stablity during constructionIs the responsiBtfity orlhe erector.Additional permanent bradng of the eve tag structure Is the respons-biLtyof the build;ng de signer.For general guidance regarding fabrication,quaitty'control,storage,dorivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amedca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J.lsupporiWitakSuppl(empWeslurp.lpe 03/07/2016 1.2.9.1 U RVERSAL FOREST PRODUCTS, INC, JohTruss customw MFG 78883 HM585825 SMP 212 The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current stale building code.The engineering seal Is not an approval to use a design in a specific stale,The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. S"'.>►tC �rr� 0�..�..,.N¢''fe fits r1F-W (VEI,y�. ,c els � . •. CO KEV N W 7'c MA m 9� *SS OF D6�'F� 'F16''0 �AssZONAL A�Q ssto'4� •q�8ao��o�iwEq�ry� • %EGISTEH�O Q�, &J PROFESMONAL Q KEVIN R MAN q F APPROVED . AV S Y•LA Pe►a DATE ® 6/14/16 PFS CORPORATION Bloomsburg, PA Coiporate Engineering 2801 Last Leltline,NL Grand Rapids;MI 49525-0736(616) 364-6161 Fax(616) 3('5-0660 ufpi.com 03/0712016 1.2.9.2 Joh Fruss Truss Type at/ ply SMP 212 , ' 78164 CC680239 HINGED ATTIC 1 1 61 -26'-28'-96"Kneewall-60190 - Job Re erence(optional) Universal Forest ProdyA�ts Inc,Grand Rapids,MI 49525,Peggy Betkett 7.610 a Jan 29 2015 MfTek Industries,Inc,Thu May28 10.01.09 2015 Page I of 2 Copyright_v2015 Universal Forest Products Inc.All Rights Reserved ' This pnntreplaces print Issued 5114115.. 13-10-12 13.0.12 IPRE-FAD COLLAR 7 7AMI 2.6 SPF Not(all parts) �• 23 24 1-0. 6 8 Fr"Cetr Tie(tcaf.a) Ar_c%nth 2ra"dw3 spxN 7,*. Wh -6.0.131•d'ax3'lm), 9= @t9= F1b=100,007 pd<aRami+ato ASTM SGrdxd F1rb7'' 12.00 52 _ Prshd'�fad too.,fa tarry dnvn Fs,ogJrcd tr Nowwrk Y3 1Y7 tutrtat to wrJ harizt cg's, ^9 �o jo,S"9Pettl P�&.nosmafwe lid«ytrea kr `^ �ry sf,1H19E R COLLAR TIE DETAL 11118E 0 Opl,cutOff 4 Opt,Cut-0rt 2x8 IPI N0_2 04-1 N -¢1.12 , sit:gW f Wd Collar Tia(Ona face) i ss IJ 2ror collar lieconnection etwis, f 16-0-0I ALT CANTILEVER DEFALS 1Z409 BCLL) Sl4Hteb ^dHie ti's 5x411 3 1 0 71 1.5zi I) � FtEA017IX1s, 2 - rt 2 i Nu Hen r-T95(Lc 7) ryxa✓/ W 1, 16x90 r uKvcrsl Lctq,1>;ssft<ost.ls=-ftsttcsl " �1.-% • d 81 81 , „ f3 Ia 110 Gm I�1021rLC 1},13+I321aC 1).1s55t(lc1a} - ' otao-ta R-ry w'N 18 17 15 14 400 It 18 4x!011 0.112 Ia-9i 45A aee 64-0 43-9 r 1341 1.12 ,S; 6�1 [4 Mt6)) 27.9-8 1 yy� �tT-•IStG S1,14�d5k�C 77.15-£•q1F 51 4 a�2a� Iii G.e lh82r7-C 11),ti�liJl}GT4.15•r(R,LC IA Plate Offsets - 1:05.7 0.05 4;0-0-0 0.1-0 6.0-1-1D E e 9 D-1.10 Ed a 10.0-0-0 0-1-0 13'0-0-15 053 14 Oa•d 02.0 f8.0-71t 0-2-0 SPACING-:2-0-0 SPACiNG•:1.4.0 . SPACING.,I-M SPACING. 2-U CSI. DEFL,, In Qoc) ➢dell Lid PLATES, GRIP LOADING(psQ LOADING,(psQ LOADING(pso Plate Grip DOL 1,16 TC 0.63 Vert(LL) 0 34 16-17 ->478 240 MT20 1971144 TOLL 35,6 TCLL 53,3 TCLL 71.1 Lumber DOL 1,15 BC 0.69 Vert(CT) -0.3516-17 >465 180 iATi9HS 1971144 -(Ground Snow--60.0) (GroundSnovr--90.0) _(GroundSnorr-120.0) Rep Stresslncr--YES --- WB 0,71 Horz(CT) 0-01- 13— n1a Na - TCDL 7.0 TCDL 1o,6 TCLL 14.0 Code 1BG2012120151rP12014 (Matrix) Attic -0.27 le-17 720 380 Weight 177 lb BCLL 0.0' BCLL 0.0 ' BCLL 0.0 • FT=O% BCDL 10,0 BGDL 16,0 SCOL 200 LUMBER. B RACING- TOP CHORD 2x8 SPF No,2'Excepl` TOP CHORD Structural wood sheathing directly applied or 53.2 oc purfins, (P) T3:2x4 SPF No.2 BOT CHORD Rigid telling directly applied or 8.25 oc bracing. BOTCHORD 2x10 SPF N0,2 WEBS I Row at mld t 6.9 t„ ;>- '•r:, WEBS 2x3-SPF Stud'Except' ^- W4,W3:2x6SPFNo2 �i ,�'r APPR®IlED ;•„;:i tri ,!;j`c 's REACTIONS. (Ibfslze) 1=1340103-8 (min.0-2-2).13=1340103-8 (min.0-2-2),16=34710-”(min,0-1.8) DATE 6114116 f•,� , )f, t Max Horzl=-795(LC 7) ff ,t: PFS CORPORATION Max UpGR1=598(LC 10),13=598(LC 10),16 -126(LC 9) (s i')`; ^i.i;''tl`) MaxGrav1=1340(LC 14),13=1340(LC 1),16=965(LC 13) Bloomsburg,PA FORCES. (tb)-MaximumCompressiofvhlaximumTension jy Tl:) TOP CHORD 1-2=43291809,2-3=-13751754,3-4=-1352!148,45=-1153!790,5-33=5191181,633=4621183,6 7=2421195,7�-238/192,&9=511/180,9-10-1153 90,10-11==1 s 11-12=-1375(!47,1 2-1 3=-13 2416 46 ` rh F r" BOT CHORD 1-23=A141864,18.23=-41 418 64,17-18=3941855,17 26=3891855,24.26=3891855,24-25=3891855,16.25--3891855,16-27=389(855,27-28=389/5 28 2 0 5;29= 1530=388!855,lei o=-386/855.14-31=-379/864,31-32=x7!91864,13-32=-379/864 "`';0: 'A WEBS 10-15=-2921448,2.1 8=-1 7 9154 0,12-14=-191!555,4 17=-296(453,5-9=.7031897 y?t1, 1,t_1'',F REQUIRED FiELDJ4lNT CONNECTIONS -Maximum Compression(Ib)/lAaxlmum Tension(ib)1Maximum Shear(lb)IMaximum Moment(Ib4n) 5=703!897/13317040,6=4 3211 8 511 98/0,7=196/196119810,8=4351182119810,9=7031897113317008,15=29214481010,16 89/855148410,17=290'14531010 NOTES. (22-25) 1)Dado:0-1.8length x 0.2.8 deep dado,0-0-0 to right edge from Joint 16 on the bottom fare. 2)Dado;0344 length x 0-0-12 deep dado,0-15 and 0-10-0 to left edge from Joint 1 on the bottom face. E-signed by Kevin Freeman 3)Na 4)Dado:U-1-8 length x 0.2.8 deep dado,0-0-0 to ieR edge from joint 16 on the bottom face, �tllunuurrfp ngth x -dado,044 and 0-10-0 to right om joInt13 an the bottom face. M 6)BCDL ds5 s 7e1A1 180m 1h @ 2In o.c�Cnd gust) s 4.2pVass;�p P g 0 3Q,hr�Cat.11;Exp C;ennclosed;sMwFRS(envelope)gable and zone ne and C-G .� Ov R '0. Exteriof(2)zone;canblever left and right exposed;C-C for members'snd forces&MWFRS for reaclions,shown,Lumber DOL=1-60 plate grip DOL=1.60 J V> 7)TCLL:ASCE 7-10;Pg=60,0 At(ground snow);Ps=35,6 psf(roof snow);Category.//;Exp C,Partially Exp.;Ct=1.1 , 8)Roof design snow load has been reduced to account for slope, 9)Unbalanced snav loads Have been considered for this design. = ' 10)All plates are MT20 plates unless otherwise Indicated, ' - 11)SeeHINGE PLATE DETAILS for plate placement. 12)Provisions must be made to prevent lateral movement of hinged membpr(s),dunng transportation. 13)All additional member connections shalt be provided by others for forces as indicated. • , ���� 14)This truss has been 4eslgned fora 10.0 psibottom chord Eva load nonconcurrent with any other rive loads. ri NA.j1�1�P� 15)'This truss has been designed fora Five load of 20,Opsf on the bottom chard in all areas where a rectangle 35-0 tdflby 2.0-0 wide will fit behveen the botiorr Fretp iaralcenXexsn}Ihoxdy7tikH chord and any other members. >hat9domvitsrerapega,cix arod 1 y me,aMtat I am a 61 rcEcs941cMe5ix0a1 Lknn ',a Ib26571 DpVaron D6e�'.�da2N10 at The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this documen 512812015, not necessarily the current state building code.The engineering seal Is not an approval to use in a spedfic state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building efrrdal or designated appointee, WARNING -Verify design parameters and READ NOTESPHONE(616)46a 6161 FAX(616j-3635-0060 280 RANDWIDS,M149525E Truss shag not be cut or modfiedwlthoulapproval of the truss design engineer. This component has oNybeen designed for the loads noted on this drawing.Construction and 816ng forces have not been considered.The bunter Is responsible forriiftingmethods and system daslgn.BuilderresponsibtTilies are defined under TP11.ThIs design Is based only upon parameters shown,and Is for an indlvidual building component to be installed and loaded verbcaW.Appkcat4ty of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing sh4wri is for lateral suppor(of individual web members only.Additional temporary bracing to insure stability during consfrucgon Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsiblgly of the bulling deslgrier.Fo j general guidance regarding fabrirabon;quality control,storage,derrvery,erection and brac;ng,consult B081 1-06 from the Wood Truss Council of Amenca and Truss Plate institute Recommendation avaaable from WTCA,6300 Enterprise LN,Madison,WI¢3719 J:LsupponYdUtekSuppUemplaleslufp.Ipe 03/0712016 6.4.12.1 Job Truss Truss Type • ]MY 1ply 5MP 212 78164 CC680239 HINGEDATTIC 1 1 61 -26'-28'-96"KneeWall-60/90 / - - Joh eta enea a nari Universal Forest Products Inc.,Grand Rapids,MI 49525,Peggy Beckett - 7.610 a Jan 29 2015 MiTak Industries,inc,Mort 67ay fa 6a 44.272616 Page 2 ort 16)Ceiling dead load(5.0 psi)on member(s).45,9-10,5-9 17)Bottom chord live bad(40.0 psi)and additional bottom chord dead load(0,0 pst)appried only to room.16-17,15.16 18)Proldde mechanical connection(by others)of truss to bearing plate capable of withstanding 598 lb uplift el)oinl 1,596 Ib uplift al Joint 13 and 126 lb uplift at Joint 16, 19)Funty of member 5-9 has been changed: 20)This truss is designed in accordance with the 2015 tnlemagonal Building Code section 2306.1'and referenced standard ANSUTPI 1, 21)Aldc room checked for 1-1360 deflection, 22)This truss is design6d in accordance vnth Iiia 2012 f8C Sec 2,VX1 and referenced slay ianl"AUStlTp•I 1 23)T00 precaution to keep the chords in plana,any berd,ng of tvnstng ortha tinge plafamust he repa>red before the txrfl%ine is part Into Seriice. 24)The f d4nstalled members are an7n:egrat part ofthe trussdesig-i.Reba`-n a design professional"to specify Grial field connections and temporary supports. All feld4nstalledmembers must be prope4y fastened prior to eippliing any load'arg to the lruss,This design anhGpales the final 4etposfgon. 25)Based on 6C680239,bricreasedtCLL, APPROVE, DATE 6/14/16 PFS CORPORATION Bloomsburg, PA The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this documen not necessarily the current stale building code.The engineering seal Is not an approval to use In a specific slate.The final determination on whether a truss design Is acceptable under the locally adopted budding code rest with the building official or designated appointee. WARNING - Verifydesignparametersandl?EAD]VOTES Universal Forest Products,Inc. 2601EAST 6ELTLINERD,NE PHONE(616)-364.61631 FAX(616)-365-0080 GRAND RAPIDS,iAI 49525 Truss sfia�no{be cut ormod,fied Without approval o(Iha truss design engineer, 1 This component has only been designed for the foadsrjoled on this draving Construction and Offing forces have notbeeri considered,The builder is responsible ror lifting methods and system design.Builder responsibilities are darned under TPILTrds design is based only upon parameters shoprn,and is ror an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsbTly of building designer-hot cuss designer;Brading shumi is for lateral support of rndiAdualweb members only.Additional temporarybracing to Insure siabifty during construction is the respons-ibility ofthe erector.Addtional permanent bracing of the overall structure is the responsfbt(tyof the building designer.For,gensfal guidance regarding fabrication,quality eonlrol,storage,defvery,erection and bracing,tonsuff t3CS11-08 from the Wood Truss Council ofAmedca and Truss Plata Institute Recommendation available "from WTCA,6300 Entsipdse LN,bladison,W169719 J:tsupportl.4itekSuppllemptates4rfp.fpe 03!071201 R 6-4-122 UNIVBRSAL FOREST PRODUCTS,_INC. Job Thus cwt.Mx MFG 78164 CC680239 SMP 212 The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state budding code.The engineering seat Is not an approval to,use a design in a specific state.The final determination on whether.a truss design is acceptable under the locally adopted building code rest with the budding official or designated appointee. - ��1i`adNNfiifd FLS fN �Y !44-1 q.*`��•+"rill 'Fh;Ff'yG''+�r�pf ,'11'` ,,�21 g't <�, � : Q - -W� OTT �`v/A� -F'�'�� �' i,j J.,,..'' 1'J�yJ,xJ;1f�. �, t7a[' {� (�[• � _ cs ' .,�'l �s�""�+r C�}'' �'�• riy�'P�, ,:t'!! `" p�'f_��1..-{tt�,," -?.--� �. C�'> '}f�¢Ss��•is:t+#`�ti1�1l. ' -r .�i��,Y!'�'e't•���� - '-; ��t�,!Ytz?.`Y�"-:- �' �� �y, ...1�- - f�or �1111!11111 �� _ HEW HtJ3 --- � U PnpSSlpldAl. - - — - 1 R MikNg ' ` r APPROVED --' � o�►�_ DATE' 6/14/16 PFS CORPORATION Bloomsburg, PA Corpoxate Engineering 2801 East Seltline,NE Grand Rapids, MI 49525-9736(616)364-6161 Fax(616) 365-0060 - ufpi.coin nkimigni a 6.4.12.3 Electrical Load Calculation: _ UNC➢r HOMIES, 'INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and-Service Load Calculations , •-ft * - Modular Only = Date. 01/20/17 Performed By. D Mincemoyer -Mfg: Muncy Homes Inc , Model:"Job#32026 Tum Key/Stuckart" Air'Conditioning * 0 'Central,Electric Space Heating - ( 0 x 65) * 0 Less-Than.Four Separately.Controlled ' Electric Space Heating Units ( 0 x.65) * 0 Four or More Separately Controlled ' Electric Space Heating Units ( 0. z .40) * 0 ft. of Elec Heat at 250 watts per ft= 0 total watts = * Use the larger of the air-conditioning or the' , --.diversified demand of the heating load. Other Loads: Watts or Circuit ` Wire Voltage Watts Floor# Volt-Amps Ampacity• Size General,Lighting ( _990 sf*-x '3)x " 2 5940 15 14-2 120 Small Appliances ( 3 x 1500 ) - 4500 20 12-2 120 Cook Top 6000- 30 10-3 240 Dishwasher 1000: 15 14-2 120 Garbage Disposal 120 -Wall Oven 8000_, 40 8-3 240 Washer-1 1,500. 20 12-2 120 Dryer-1- .5600 30 10-3 240, Washer-2 150Q,"' 20 12-2 Dryer-2 5600, 30 10-3 240 Whirlpool '240 Subtotal: 39640 *Total square footage per floor First 10 KW of other loads @ 100% = 10,000 watts Remainder of other loads @ 40% ( 29640 x.40) 11,856 watts Heat Above: watts Total Calculated Load` = 21,856 watts Required Service Size` 21856 -240 = 91.1 Amps . 02/06/17 Installed Panel Size = 200 Amps ote' The tal load does not include a furnace or water htr load. Warning. It is a violation of the NYS Education Law Article 145 for,any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Window Schedule MVNCY N(31 ESM INC, Andersen Silver Line Series,(Single Hung) Ident. No. U Val Light' ' Vent Type Max Fir Egress Material SHGC Area SF- Or SF 2259 0.29 5.93 2.81 SH 70.25 -- Vinyl 0.25 3037 0.29 6.33 2.43 SH 60.75 -- Vinyl 0.25 3049 . 0.29 7.37 3.44 SH 86, --` -Vinyl 0.25 3449 0.29 8.59 4.02 SH 100.5 -- Vinyl 0.25 3565 0.29 12.19 5.81 SH 145.25 5.8 Vinyl 0.25 3859 0.29 12.05 5.71 SH 142.75 5.7 Vinyl 0.25 AW3212 `0.28 1 1.3 Awning 12.5 -- Vinyl • 0.32 AW4836 0.29 8.27 8.60 Awning 103.4 -- Vinyl ' 0.32 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 32FD 32"x80" 0.20 -- Steel PTD Blank Class "C" (1 Hour) 32 32"x80" 0.35 5.50 Steel PTD 9 Lite 36 36"x80" 0.27 0.67 Steel- P,TD 2 Lite 36 36'=x80" 0.35 8.61 Steel PTD 15 Lite 36SL2 36"x80" 0.23 `4.07 Steel PTD 2-Lite.w/2Sidelites 72VINYL 72"x80" 1 0.28 32.90 Vinyl Vinyl Sliding Glass (Silver Line) ' ,.' f l 02/06/17 Warning- It is a violation of the NYS Education Law Article 145 for any person,- unless he is acting under the direction of a licensed Professional Engineer, to,alter this item in any way JOB PRE-32026 SHEET NO I OF CALCULATED BY DATE 2/2/2017 CHECKED BY DATE Whole House Ventilation Supply Air Worksheet Table SA Infiltration-Air Change Values for Three or Four Exposures Default Air Change Values for Two Story Construction A-ir Changes pef Hour— c tsfruation - f _ .mm 17 Floor Area of Heated Spa a(Sq tk T `_ I cfin for One _ I Fireplace 900 Qr Less St37 Yo f50D. 3501 tcs 2000 2001 to 3000 3001 or Mara .0,20 C-lo 0,15 LT.'.3 ry 0 r 513 039 Q 34 028 0-25 3500.41 0.'?7 -�..___.....aJ---- �ar{i-Lao e 1 23 0,90 C.7r C,6a C 51- 1 Fi 57 1.22 ?.hY ( C55 -_ 3u_�..-. I_:.7a ;`<`? '[aca z=;C;."t:o:a�aco,�fvepl}ca._..,as.F:r Iva ct mCrn ava VO-.A,f.re,lucn3.a�:�7�e c''-(L.<t)E,;In _bl7ve TABLE M15073-3{"1} CONTINUOUS WHOLE4-10USE MECHANICAL VENTELAT14DN SYSTEM AIRFLOW RATE REQUIREMENTS OWE"Me UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 2-3 4-3 9-7 �7 (square feet) Airflow in CFM 1.500 30 45 60 75 90 1.501-3,00 4.1 66, 75 90 10-5 .33 '10 60 75 4t3 1155 120 4,501-6,000 75 . 90 111 12) 135 6,001-7.500 90 105 -120 135 150 •7,501 , 105 120 135 150 165 Fa.:_2.2 su=e faat=0.0Z,19 m7 1 cubicfoot p--n m+airta=G.0004 719 >. .. .,.,.. �j''�r'° ;-�,4 $,._"S t 9 Construction: Averes .a t`�f. I '990 sf 1st story area sq.ft. Y .1 1st story ceiling height 9 ft 2nd story area sq.ft. 990,sf 2nd story ceiling height -8 ft .' =''-' - SJ Total Building sq.ft. 1980'sfJ. L�; S}C � Building volume cu.ft. __ 16830.0 cf- � ., ��� 02/06/17 Air Change/Hr Value 0.50 ACH (ACH*Volume)/60,min= CFM Provided -140.3 CFM CFM Required per Table M1507.3.3(1) 60 CFM _ °SUPPLY QK _ Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan for the identified fixture location and size. Warning It is a violation of the NYS Education Law Article 145 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. COMPLY WITH ALL CODES OF lqp,rif WIT14 APPROVED AS NOTED �P � , Do NOT PRI 0 ., NEW YORK STATE & TOWN CODES CLIO EY MINGAJ,PRI AS REQUIRED ANE) eemq,,LTi.Q�� DATE:s_jiL\_\_3LB.P.# lwtpAo w code. -of FOUNINNTIONCWTIO Fp bas jj�gSEEN WN seuTi i%B T,ovivA011,RM11- 0_ZLS;o-!! BY. the FEE: ol Llwc)i p JL)v klpuKmw-Lp0ARD NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ELECT AL ffi%%RAQW80 REQUIRED 2. ROUGH -' FRAMING & -PLUMBING WSPFECTON VREQUITMO 3. IN6 ION OCCUPANCY FINAL - CONSTRUCTION MUST OR 4. BE COI iPLETE FOR C.O. USE IS UNLAWFUL ALL COW TRUCTION SHALL.MEET THE REQUIREi,IENTF NEW WITHOUT CERTIFICATE PONSIBLE FOR F OCCUPANCY DESIGN R CONSTRUCTION ERRORS. O TIFI TION PLUMBER CERTIF1 ON LEAD,CONTENT EFORE Lo -ANQY CER TIFICA TE OF OC QP SOLDER USED IN TER Sljp KNOT PLYSYSTEM EXCEED 2110 OF I LEADi. 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SHEET MODEL LIST NUMBER DESCRIPTION- oR TE DATE OF oN SHEET DESCRIPTION DATE DATE OF 2a RANCH - 1 FAMILY - - DRAWN "REVISION _ ® la COVER SHEET 3-22-91 6-01-2016 7a .CROSS SECTION for 2a,h,q 3-22-91 6-01-2016 2b CRPE - 1 FAMILY 7a1 RESERVED FOR LATER USE -2c RAISED'RRNCH - 1 FRMILY - 2a TYP RANCH PLRN 3-22-91 5-01-2016 7e_2 2d RANCH ELL - 1 FRMILY 2b" TYP CAPE PLAN 3-22-91 6-01-2016 ALTERNATE BRACED WALL '2 2e RANCH TEE - 1 FR [LY 2c TYP RAISED,RRNCH 3-22-91 6-01-2016 7a 3 DETAILS 11-1-2005 6-01-2016 2f SPLIT LEVEL ELL - 1 FAMILY _ 2d TYP RANCH ELL' 3-22-91 6-01-2D16 ALTERNATE BRACED WALL - 2 SPLIT"LEVEL TEE - 1 FAMILY 7e_4 6-01-2016 2h RANCH - 1 or 2 FRMILY 2e - TYP RANCH TEE - -` 3-22-91 6-01-2016 DETAILS _ --- , 2f TYP SPLIT LEVEL ELL 3-22-91 6=01-2016 7b CROSS SECTION for 2b 3-22-91 6-01-2016 21 RAISED-RANCH - 1 or 2 FAMILY 2 TYP SPLIT LEVEL.TEE- 3-22-91 6-01-2016 7c CROSS SECTION for-2c,1 3-22-91 6-01-2016 2 2 STORY - 1 FAMILY 2h RANCH- 1 STORY- 1-FRMILY 3-22-91 6-D1-2016 7d CROSS SECTION for'2d,e 3-22-91 6-01-2016 - 2k 2 STORY - 2 FRMILY ATTACHED OR 2 FAMILY' 7e CROSS SECTION for 2f,g,l 3-22-91 6-01-2016 2k1 Z STORY UPPER/LOWER - 2 FAMILY 2i RAISED RRNCH- 1 FAMILY 3-22-91 6 01-2016 7f CROSS SECT. for 2�,k,k1,n- 3-22-9L 6-01-2016 21 END TO END SPLIT - 1`FAMILY` ATTACHED OR 2 FRMILY 7f_2 CROSS SECT. for 2s 2-15-1995 6-01-2016 2m CONTEMPORARY 2 STORY - 1 FAMILY 2 TYP 2 STORY 3-22-91 6-01-2016 79 9/12 OR 12/12 ROOF OPTION 3-22-91 6-01-201612n SINGLE FAMILY ATTACHED - 1 FAMILY 2k 2 STORY- 2 FRMILY - 3-22-91 6-01-2016 7g1 12/12 VAULTED ROOF OPT ' 3-22-91 6-01-2016 20 1 MODULE,RRNCH - 1 FAMILY - Zk_1 2 STORY UPPER/LOWER 2 FRMILY 6-14-93 6-01-2015 79_2 7/12 VAULTED ROOF OPT. B-10-2006 6-D1-2D16 2 1 MODULE WIDE 2 STORY - 1 FRMILY 21 . END TO END SPLIT LEVEL 3-22-91 6-01-2016 79_3 VAULTED ROOF FRAMING DET 10-31-2008 6-01-2016 2 3 MODULE RANCH - 1 FRMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 6-D1-2015 7h CROSS SECTION for 2m 3-22-91 6-01-2016 2r SALT BOX - 1 FAMILY 2n 1 FRMILY ATTACHED- 2 STORY 3-22-91 6-01-2016 71 OPT CROSS SECTION for 2_ 3-22-91 6-01-2016 2s 3 MODULE 2 STORY-- 1 FAMILY 20 TYP SINGLE MODULE RANCH 3-1-93 6-01-2015 71 ALTERNATE CONST- DETAILS 3-22-91 - 6-01-2016 2t RLTERNRTE 2 STORY - 1 FAMILY 2p - TYP SINGLE MODULE 2 STORY 3-1-93 6-01-2016 7k ALTERNATE CONST DETAILS 3-22-91 B-E)1-2016 INDICATES MODEL d PAGES 2q 3 MODULE RANCH PLAN 3-22-95 6-01-2016 71 ALTERNATE CONST DETAILS 3-22-91 5-01-2016 X CONTAINED IN SET 2r SALT BOX 3-22-95 6-01-2016 7m ALTERNATE CONST DETRILS 3-22-91 6-01-2016 NUMBER OF PAGES IN THE SET - NOT INCLUDING COVER SHEET - 2s 3 MODULE 2 STORY PLAN 2-13-95 6-01-2016 . 7n ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 DRAWINGS SUBMITTED ON LESS THAN 2s•'z 36" 2t ALTERNATE 2 STORY 3-22-95 6-01-2016 7 CROSS SECTION for 20 3-Y-93 6-01=2016 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED 7Q_ CROSS SECTION for 2 3-1-93 6-E)1-2016 2E_i OPTIONAL ELEVATIONS 3-22-91 6-01-2016 2E_2 OPTIONAL,ELEVATIONS 3-22-91 6-01-2016 8a FRAMING DETAILS 3-22-91 6-01-2016 _ - • , - 8b FRAMING DETAILS 3-22-91 6-01-2016 8c FRAMING DETAIL S 3-22-91 6-01-2016 3a SCHEDULES-6 NDTES 3-22-91 6-01-2016 8d FRAMING DETRILS 1-13-98 5-01-2016 -3b SCHEDULES 6 NOTES 3-22-91 6-01-2016 % FRAMING DETAILS 4-23-10 6-01-2016 - - _ STRUCTURAL SCHED. 6 NOTES 8e_1 FARMING DETRILS ` B-01-2013 6-01-2016 •, - 3c 35 - 65 PSF GSL" 3-1-93 6 01-2016 -- Bf' FRRMING DETRILS 9-03-10 6-01-2016 3c1 STRUCTURAL SCHED 5 NOTES 3-1-93 6-01-2016 65 - 90 PSF GSL - - - _ - 9a FIRE RATED ASSEMBLY_DETAILS 3-22-91 6-01-2016 • 2 FAMILY ` 4a FOUNDATION for 2a,b,I,m 3-22-91 6-01-2016 FIRE RRTED ASSEMBLY DETAILS 4b FOUNDATION for 2c 3-22-91 6-01-2016 -9b 2 FAMILY 3-22-91 6-01-2016 4c FOUNORTION for 2d,e 3-22-91 6-01-2016 FIRE RATED ASSEMBLY DETAILS 4d FOUNDRTIDN for 2f,g 3-22-91 6-01-2016 9c UPPER/LOWER - 2 FAMILY 3-22-91 6-E)1-2016 �D�I 4e - FDUNDRTION for 2h,k,k_1 3-22-91 6-01-2D16 9c_1 GARAGE FIRE RRTED ASSEMBLIES 6-D1-2016 OEM E3 rw I M;;j e 4f FOUNDATION for 21 3-22-91 6-01-2016 9c_2 GARAGE FIRE RATED R55EMBLIES 6,-01-2016 4g FOUNDATION for 21 3-22-91 6-E)1-2016 ZERO-LOT-LINE FIRE RATED r 9d 11-18-96 6-01-2016 4h FOUNDATION for 2n 3-22-91 6-01-2016 ASSEMBLY DET - 1 STORY {• 41 FOUNDATION for 2o, 3-1-93 6-01-2016 op°DTst�1 e P 9e ASSEMBLY FIRE RATED ll-18-96 6-01-2016 glsrel p1 - 4) FOUNDATION for 2q 3-22-95 6-01-2016 ASSEMBLY DET - 2 STORY - 4k FOUNDATION for 2s 4-23-2010 6-01-2016 9f THRU-PENETRRTION RSS'Y 4-01-2013 6-01-2016 g/2g/16 Sa ELECT 6 HEAT for 2a - 3-22-91- 6-01-2016 - - 5b ELECT 6 HEAT for 2b 3-22-91 6-01-2016 10a ATTIC HVRC DUCT SYSTEM 3-22-91 6-01-2016 Sc ELECT S HEAT for 2c 3-22-91 6-01-2016 TYPICAL HVRC DUCT SYSTEM SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL DESIGN LORDS MUNCY HOMES, INC. - PLRNT LOCRTIONS NOTES 10b RANCH AND CRPE MODELS 4-1-97 6-01-2016- STAIRS: FLOOR: 40 PSF LIVING - 30 PSF SLEEPING PLANT NUMBER 1: SALES DIVISIONS: L DISCRETE MODELS(PLANS HAVING THE SAME SPECIFIC Sd ELECT b HEAT for 2d,e,f,g 3-22-91 6-01-2016 STAIRS: 40 PSF 1567 PR ROUTE 442 MUNCY-HOMES - OR REVERSED ROOM ARRANGEMENT RND/OR 5e ELECT 6 HEAT for 2h 3-22-91 6-01-2016 TYPICAL HVRC DUCT SYSTEM ARCHITECTURAL STYLE)SHALL BE PREPARED FROM 10c 4-1-97 6-01-2016 DECKS AND BALCONIES: 60 PSF MUNCY, PR 17756 SUPERIOR BUILDERS THESE DRAWINGS WITH OUT MODIFICATION,ADDITION Sf ELECT 6 HEAT for 21 3-22-91 6-01-2016 2 STORY MODELS PREMIER BUILDERS' OR DELETION IN ANY MANNER Sg ELECT 6 HER7 for 2yk 3-22-91 6-01-2016 ATTICS WITHOUT STORAGE: 10 PSF PLANT NUMBER 2: 2. BATH,TOILET AND SHOWER ROOM LAYOUTS SHALL'BE ATTICS WITHOUT STORAGE ARE THOSE 1565_PR ROUTE 442 DERIVED FROM SHT BD_MINIMUM FIXTURE CLEARANCES, 591 ELECT d HEAT for 2k1 6-24-93 6-01-2015 WHERE THE MAX. CLEAR HEIGHT BETWEEN MUNCY, PR 17756 LIGHT RND VENT SHALL BE COMPLIED WITH Sh ELECT 6 HEAT for 21 3-22-91 6-01-2016 JOIST AND RAFTER IS LESS THAN 42 SEE stTBa INCHES, OR WHERE THERE ARE NOT 2 OR PLANT NUMBER 3: FOR HABITABLE DIMS,AREAS, SHAL LIGHT, BE CCOMP�LIEDD WIT EGRESS '� ELECT 6 HEAT for 2m 3-22-91 6-01-2016 MORE ADJACENT TRUSSES WITH THE SAME _ 1567 PA ROUTE 442 - 3. KITCHEN LAYOUTS SHALL BE DER=FROM SHT Ba 5� ELECT 6 HEAT for 2n 3-22-91 6-01-2016 MINIMUM LIGHT AND VENT SHALL BE COMPLIED WITH ' WEB CONFIGURATION CAPABLE OF MUNCY, PR 17756 MINIMUM ROOM`DIM's,AREAS,LIGHT,VENT AND EGRESS 5k ELECT 6 HEAT for 20 3-1-93 6-01-2016 CONTAINING R"RECTANGLE 42 INCHES HIGH FOR HRBrTRBLE SPACES SHALL BE COMPLIED WITH. SI ELECT d HEAT for 2p 3-1-93 6-01-2016- BY 2 FEET WIDE OR GREATER MODULES TO BE MANUFACTURED BY a CLOSETS MAY BE ANY SIZE AND PLACED ANYWHERE MUNCY HOMES, INC MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS Sm ELECT 6 HEAT for 2q, 3-22-95 6-01-2016 ATTICS WITH LIMITED STORAGE: 20 PSF FOR HRBrTABLE SPACES SHALL BE COMPLIED Wrnt 5n ELECT G HEAT for 2r 3-22-95 6-01-2016 ATTICS WITH LIMITED STORAGE AND USE GROUP: DETACHED ONE d TWO FAMILY DWELLINGS CLOSETS OR STORAGE AREAS SIZED AS HABITABLE AND/OR TOWNHOUSES SPACE SHALL COMPLY WITH HABITABLE SPACE, So ELECT for 2s 3-22-95 6-01-2016 CONSTRUCTED WITH TRUSSES, THIS LIVE REQUIREMENTS SEE SETT Ea DEPPATMEMDF STATE LORD NEED ONLY BE APPLIED TO THOSE CONSTRUCTION TYPE: V-8 UNPROTECTED S. FOR DOOR AND WINDOW SCHEDULES,ENERGY SUMMARY, 5p HEAT for 2s 3-22-95 6-01-2016 DMSIDNO DEPARMENT"STASAND CODES SEE DRAWING 3e FOR SECOND FLOOR STAIR DETAILS, SLALDING PORTIONS OF THE BOTTOM CHORD OF NOT SEE DRAWINGS 7b,7f,7h,71,74. Sq ELECT for 2t 3-22-95 6-01-2016 ALBANY,Nrialot-0aD1 LESS.THRN 2 ADJACENT TRUSSES WITH a AUTOMATIC FIRE SPRINKLER SYSTEMS(SECTION'R3131 s 2 Sr HEAT for 2t 3-22-95 6-E)1-2016' Mmp,lApp-1f,r,syd-,t,d,l,rC-po-i THE SAME WEB CONFIGURATION OF THE NYS 2016 UCS: BUILDINGS HAVING R HEIGHT M1387 2016-061 10/04/2016 CONTAINING R RECTANGLE 42 INCHES FOR LOCATION OF THIRD PARTY LABEL, OF 3-STORIES ABOVE GRADE PLANE SHALL BE EDUIPPED HIGH BY 2 FEET WIDE OR GREATER T/O WITH AND AUTOMATIC FIRE SPRINKLER SYSTEM M-fe b.(s Nn AppEcd..Ne D.I dAppmrd ATTIC SPACES SERVED BY A FIXED STAIR CERTIFICATION LABEL AND DRTR.PLRTE, SEE INSTALLED IN ACCORDANCE WrrH NFPR 13D - NOTICE Th.Rpmyuap ab uu mu�w wKn.dux hdoR�ndatlmnd SHALL BE DESIGNED TO SUPPORT THE GENERAL NOTES - 2, NOTE rF7, SHT 3b R STOORY�ABOVEGRADEPELAANNE'R(SSEEERALSo STORY DT 6a MISCELLANEOUS DETRILS 3-22-91 6-OS-2016 >TT ""aR�dy°""lw�da MINIMUM LIVE LOAD SPECIFIED FOR ABOVE GRADE PLRNE7 6b TYP PLUMBING - RLL'MOOELS 3-22-91 6-OL-2016 oro' .ftm9w*p d -DEFINITION 8202 STORY ABOVE GRADE PLANE:RN7 STORY Ao werednokrm tAemdfm�prmdgaekdcode Err�omem oaod. SLEEPING ROOMS (30 PSF). HAVING ITS FINISHED FLOOR SURFACE ENTIRELY RBOVE 6b_1 PLUMBING for 2,k,k1 3-10-97 6-D1-2016 �1; �h,PF Br GARDE PLANE,OR IN WHICH THE FINISHED SURFACE OF Sc PLUMBING for 2m,n,p 3-22-91 6-01-2016 hhq{tAdaeigpE,Aobogpredcr WIND: 3SG, EXP C (std) EXP D (opt) APPLICABLE CODES: THE FLOOR NEXT ABOVE IS EITHER OF THE FOLLOWING' 90 - 120 mph NOMINAL (Vasd) 2015 IRC AND 2015 IECC AS MODIFIED BY THE 2016 2)MORE THAN 12�F-T�ABBOVEG�GROUND LEVEL AT ANY 116 - 139 mph ULTIMATE (Vult) NTS UNIFORM CODE SUPPLEMENT. ONE POINT MASTER SERIES 140 mph ULTIMATE d TOPOGRAPHIC WIND ENERGY CONSERVATION COMPLIANCE SHALL BE WHEN THE 13T OF 3-LEVELS IS CONSIDERED A BASEMEN EFFECTS REQUIRE ENGINEERED DESIGN (BASED ON THE DEFINITION)INCLUDING TRADITIONAL 6 THROUGH CHAPTER ll, COMPUTER SOFTWARE AS WALK-0UT BASEMENTS,AND THE NEXT 2-LEVELS ABOVE INDEX GROUND SNOW LORD - Pg: 35`- 90 (FIG 83012(57) PROVIDED IN SECTION N110215 - REScheck ARE STORIES ABOVE GRADE PLANE(BASED ON THE REScheck CALCULATIONS SHALL BE DONE FOR EACH DEFINITION),AN AUTOMATIC FIRE SPRINKLER SYSTEM Is UNIT AND SHALL BE PROVIDED TO THE AUTHORITY "Nor'REOUIRED ( COVER SHEET SEE AS BUILT FLOOR PLAN FOR WIND AND HAVING JURISDICTION WHEN THE IST OF 3-LEVELS[WHETHER INHABITED OR SNOW DESIGN LORDS - UNUSED GRADE (BAS IS CONSIDERED R STORM MUNCY HOMES, INC. = ABOVE GARDE PLANE(BASED ON THE DEFINLRON)AND TIE - - - SEISMIC DESIGN CATEGORY: B, C OR DD STANDARDS: NEXT 2-LEVELS ABOVE ARE RLSO STORIES ABOVE GRADE 1567 PA ROUTE 442 TOWNHOUSES SHALL BE DESIGNED TO SEISMIC RSCE 7-2010 SPRIINNKLER SYSTEM IS REO�DOM,AN AUTOMATIC FIRE C OR DO PER R301.2 2. DETACHED'ONE AND • NDS.- 2015 7.FOR FIRE RATED ASSEMBLIES,SEE DRAWI'G(Sl 9. MUNCY, PR 17756 ' TWO FAMILY DWELLINGS LOCATED IN SEISMIC NEC - 2014 - NFPR 13D'- 2015 DRN.BY DATE 5CRLE REV. SHT. ND- DESIGN CATEGORY C ARE EXEMPT FROM THE DATABASE NAME I MJL 3-22-91 NONE 6-01 2016 la SEISMIC REQUIREMENTS DL\laml 21'_6" 60-0 55'-2", 4Z-9 1/2 291-0 3-2x65PF2 STUDS 23 it 1/2"' - SHTG 72VINYL z4 3037 3037SG O _ = Azz = 2-2x6 Ez2 O. SPF2 2 _ ', I m 6 '�r=, ..._ -?� `T STUDS 2 W2442 8'-7° PSC3696 OCSD B42 ` '---A c'R 9'_011 - � 3396 STUDSm Q B12 e x Tv) 23'-5BFP36 IwF1 16'-4" BATH 3 NON- I Y s POT FILLER J RFH3E HOODago I m ,n 105 7/8" H cn - OVER-COOKTOP m ,I 3 I ENDWALL TA LA S KITCHEN , w/o I Cry A - - I - • " ' - . _ _ _ I N 4 DINING RM - - - - rn � ' I Bwe> 38" i 3 4s _ 5/8" CLG -GYPBD N m 1812 I ❑fin/ : I SB 36 •-+ 113.73 SO.'FT. - Q 69" I N O m Z 'CONDUIT FROM FLOOR TO LT REO'D/PROV'D: 90.10/42.05 - 1=--1--------- o ---- CLG/FLR CAVITY a THRU 0=` VT REO'D/PROV'D: 4.55/.20.71 11"0H f Ln 18 CLG PERIM FOR ON-SITE , CD '- 2x6 03 '4 ELECTRICAL S S 3-2x65PF2 3-2x4SPF2 ; EA MoD •EA MoD 30 , GARAGE 3-SIMPSON LSTRIB STRAPS SELF-CLOSING 5-2x4SPF2 ER MOD 2nd STY FLR GIRDER TO 2nd STS FLR 5 S" O DOOR FACTORY INSTALLED 07 1st STY CLG GIRDER EA HALF FOR UPLIFT STRAPS Lfl 02-T0TRLXFIf10 1st STY CLG GIRDER EA.Hf�F `3-2x6 00 5-2x4SPF2 EA MOD / -S cr) O2-T0TALHFIEl D 0"1 -BOTTOM PLATE TO DROP HDR 5-2x4SPF2 ER MOD i� 11. 0 H -- - Gil 3-x4SP P18 1-2X45�BOTTOM 2 TSE To TOP PLATE 2-18"x23'-10.1/2" LVL ER MOD D20 ON-SITEOBYTHEERRS I 1. 5.. 14 M G17 O -- -- -------- ----=—DROP_DN BERM- ——— —— —-———————— ——— _ CD - Hill El CO ------ m # ---- ------------------- -- --------------- - --# 9' IN CID N y, 221-011 BSMT LEVEL _i ' IIJSU_RTED TRAPS TO - �LUIMI�T0LpTG8EAM AND 3-2x6 2 N 3-SIMP50N LSTA18 STRAPS R-13 W/ INSUL 3 SIMP50N LSTA18 STRAPS ' COLUMN TO CLG BERM AND FLR GIRDER EA MODULE S COLUMN TO CLG BERM Arm FLR GIRDER ER MODULE (4O-TOTAU d I FLR GIRDER EA MODULE SHIP LOOSE EXT WALL (24-TOTAL) / % J I (24-TOTRL) 2x3 WALL I - F>RE -OCI� AT 5/8" TYPE "X" GYP OVER:7/16" OSB SHTG FOR ON-SITE W I N CLG 6 FLR PENETRATION W/ 2.25" GRLV. ROOFING NAIL - INSTALLATION ACROSS _ OL -I FLUE COMPI-ETI�1 I ON-SITE BY OTHERS 7"oc,FIELD, 4"oc PERIMETER MODULES PER MRLL-2 ' ON-SITE BY Orl-ERs d�sTORY swTA I DESIGN FASTENING LL_ I -SITE BY o •- I m ,, _ -_ ' ENDWRLLS 6 FLOOP. RAIL ERMIL_.Y -RM d. N O 4< cy) __J I STUDY N (' (n M -153.92 SO. FT. 5 I N LT REO'D/PROV'D: 12.32/3615 161.46'50. FT. VT REO'D/PROV'D: 61.57/1713 RAILr LT REO D/PROV'D: 12.92/24.10 . - CD BY OTHERS VT REO D/PROV'D: 6.46/1L42 ('? 2x6 � ; O 105 7/8" H S'F2 O0 ENDWALL x6 STI m _ � �- 23'-5" I S 2 11'_11" N, 3'-4" 3'- 1'-5'1 2.. 12'-6.. En - O .-4 fn '3859 Az2 3859 Azz 2- 3859 Ez2 , - 3859SG E22 36SL2 Ez3 3859 Ez2 3859 Ez2 STUD 3-2x6sPF2. L3'-11 1/2"' STUDS HTG 49'-7" 42'-0" 54.1-5" � - 28'-2" �F2 � 16'-0" 55-10" 6-0., I OT T R -SEPARATION: - NOT R 0 1 R D WALLS/PROJECTIONS >5' FROM LOT LINE NOTE: SEE HIGH WIND DESIGN PLAN la & DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS,,STRAPPING 6 FRSTENING �oEva na�aF �� NY GSL DATA -4'x10' EXT WALL SHTG-1st STORY- o am 02-01-17 DM PE GSL BRSE(301.2(5)l/ELEV= 35/<1000 NOTE: WINDOWS SHALL COMPLY WITH '12 & '15- IRC I R312 ('09 612.2, '06 613.2). SEE SYSTEM DESIGN SNOW ZONE= 35 GSL crunm - 01-20-17 DM DB NY NOTE: " � .ROOF, HSE= 7/12 16'oC (90#1 PREMIERBOLDER �r� 12-21-16 DM REV GSL REO'D/DESIGN= 35/35 SHT 3a, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24'(MINI RFF. ROOF, GAR= 12/12 16"--(90#) 12 g IQ DM RE APPLICABLE BUILDING CODES:. � q�q� pa 9M c M)546-M ca.s+ !_.n_. 09- 9-16 GH REV 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS SIDEWRLL= 2x6 16 Oc WINDOWS= SILVERLINE SH DESIGN WIND ZONE= 135 Vult 35G wwtyp er ddl 1 am - e��� 03-30-16 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED-FROM AND CONSISTENT' MRRR WRLL= 2x4 16"oc CLG= R-44, WALL= R-21 EXPOSURE= C WITH THE PLRNS'RND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH = FLOOR JST= 2x10 16"oc FLR= R-19(BY BLDR)- SEISMIC ZONE= B- TURN KEY / STUCKRRT MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER-SYSTEM #M1387-02-070. CLG HGT, HSE= 9'-0" (SEE RESCHECK) "- WINDOW_ 6 DOOR DP= 40/50 FILM aaWRRNING: IT.IS A,VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CLG HGT, GRR= 8'-0" STAIR OPEN'G(S) BRSED - DEST: 5740 MAIN BRYVIEW RD 1 STY FLOOR PLRN - CUSTOM UNLESS HE IS ACTING, UNDER THE DIRECTION,OF 'R LICENSED PROFESSIONAL ENGINEER, ADDTL BSMT, COL - # . ' ON 8.25"/9.00" GEOMETRY ._ SOUTHOLD, NY 11971 "TO ALTER THIS ITEM IN ANY WRY. LABEL - SUFFOLK CO. DW DRM 05-15-15 1/4"-1'-0" 32026_000 36 0 27-1 13-8 :1/2.- : 2-2x6SPF2 STUDS 3859 Rzz 3037SG A22 /17 - _ = EGRESS 2 SPF 11'-0" 2'=10" 4'-11.. 10'-6" i (n I -STUDS RESTOP F TORY N�_ CD 3 1- _ 4-gO d- I CV o oLf] _ I \ o ¢N (V iv 1 `4 BATH 2 I, `-a BE 3 I w cnO 107.64 SO: FT. = ON-SITE I cp BY LT REO'D/PROV'D: 8.62/12.05 m m m t 275 AREAWATERS m I m VT REQ'D/PROV'D: 4.31/5.71 o (� m Af�THIS WALL"Ilk I •a " iN (CTRDRF�IIJI-' OP N, my o S CD RPPROX_22.5" DROP •TO FLOOR ABOVE GRRRGE. 30 30 CD c 51 N BO 3OPD I STEPS ON-SITE BY .OTHERS ` FM 7,-p„ - _ , 3' 7 1/2" — I OPD . i` (n FOR IN WALL •O Z I I cn 3-2x35PF2 D5 2-2x65PF2 t--4 I , I =- --—------I- C7 C7 m EA MoD O _ Ea MoD ml I (" .'60WS- c9 3 C7 -1 5" 6co '- I� TRIRs -4 13-3 I CV 2-5IMPSON LSTR18 STRAPS, - COLUMN TO CLG 13ERM AND BY 0 I 22x30 I FLR GIRDER ER MODULE ATTIC 1 (16-TOTAL) ACCESS 2x3 WALL AREA '4 DBL JST FIREBLOCKM AT = CLG &,FLR PENETRATION m THIS AREA WASHER ON-SITE BY OTHERS m = - W/ DRA I co BE C 1/2" 214.62 SQ. FT. 02/06/17, 154.92 50. FT. LT, REO'D/PROV'D: 17.17/3615 �� � y VT REO'D/PROV'D: 8,59/17.13 LT REQ'D/PROV'D: 12.40/24.10 - V,T REQ'D/PROV'D: 9.20/11.42 I LL_ i I OD ' L2'-- THE 0 Ln T-2 1/2"' 12'-9" 11 z-zxfi. EGRESS EGRESS . I EGRESS EGRESS EGRESS 3859 Azz 3859 Azz -3859 Azz 3859 A22 3859 2-2x6SPFz 31'-10" " 251-711- k - 181-0" 10'-5�� _ 4'_2�� , STUDS, �.r�-�, SUTt TMN rte.Rimm mcm wv. - d� SEE-HIGH WIND DESIGN PLAN 2a 6 DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FRSTENING -4'x9' EXT WALL SHTG 2nd STORY PR��iER r�® ®��� F 02-01-17 DM PE NY NOTE: NOTE: WINDOWS SHALL COMPLY WITH 12 & _'15 IRC R312 (09 612.2. 06 613.2). SEE SYSTEM !� GJ L -17 DM DB 2 2�-16 DM REV APPLICABLE BUILDING CODES: SHT 3a, WINDOW NOTE 4. WINDOW SILLS ARE 'LOCATED 24"(MIN) RFF. w ow of w sic 1122 11gg 116g pM REV 2015 IRC, 2015 IECC; 2014 NEC -,RLL AS MODIFIED BY THE NYS 2016 UCS 07=Rt44 W.Pa T/7� a"r4"m &'. a 4 ra.t _sk WWI GH REV PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SIDEWRLL= 226 16"oc 03-30-16 DM'REV WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL.ON FILE WITH MRRR WRLL= 2x3 16"oc' TURN KEY / STUCKAP.T A NSTREET THE DEPT OF STATE, WHICH WERE-RPPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070._ FLOOR JST= 2x8 16"ac -TO IT IS R VIOLATION OF THE'NYS EDUCATION LAW RRTICLE 145 FOR ANY PERSON, CLG HGT= 8'-0" 2 STY FLOOR PLAN CUSTOM UNLESS HE IS ACTING UNDER THE, DIRECTION OF R LICENSED PROFESSIONAL ENGINEER,-- LABEL - TO ALTER THIS ITEM IN ANY ,WRY. °w er. MTF' sc Ls DRM 05-19-15 1/4"=1'-0" 1 32026_000 w (�) SWITCH & WIRE FOR - • ' , UNDER.CAB LITES 1 (3 LOCATIONS) QFT II • I SS3 1 I - m I 4b I . - 14 m__ _ it-_-� 11 . ` L-- S I ifl 8-3 40a 15 O `� 2 23 3 23 � •- RECEP IN BACK SPLRSi I 13 LI-3' . 5 I FLcl S RAIL I I 10-3 30fl r - I 4--- - ------ - -_SKY' I I '110CFM 3 I I 2941E GFCI IOF & I I I 1 5 2 RFCII BER I I I I 1 m I BKR I I 15'I I 112 i 14- 0 5 I I --------- -,• I I I i 1 3 II It 1UW 31 2 1 I I, I' --- -- - - - - -- - 3`r - - ---- -- P _ �28"RF I 1 1 1 1 I 5 1• I _ I 1 Lfl 1 1 3 3 5 5 I , 1111 ---- --- - - _ _ - ----- -- ----- ------- --- -------I- - , Ir._ - __ __ - _•_-- __ __- --_ __-__-� I r - __-�____ __ _ _______ ______� __ _ _ _-_ _ -_ -- _ _ __ _ --- 1 1 11 1 SISS 2 - S, SSSS- - --- -'�'. - I 1 I . --- -- ----- ---- ----,.--------.-1 -- - --- --.---------- -----=- I 7 -- --- -- I -- -- - ---- ----------- r---=---- - -=U) r-- --� ------m SSS 1 ----- ----- -- -- T --- 3 I y --� I r - - -- (n 6 6 i 7 B 14-3 T I 7 7 I I I I 7 . I BSMT 6 72 RFF I I _ _6 - I 7 I 1 •72" RFF 1 17 1 I 6 1 I I 24 I III FlDD 2 F•AMI I __J PLUGS I 1 I I I I 1 I 7 I 7 S S S I I = I 17 I 1 I I 1 02/06/17 WL1 s 24 FLOM A2 ' I I I I I 24 4 24 L - - --- ----, 7 7 S S 1 I i -6 .6 3 3 I WP ' I - �'ELECT PNL 7 7 7 I ((BSMT) 1 (8' COIL) HERT-SYSTEM: ON-SITE BY OTHERS ` "a �. NOTE: 1. RFCI PROTECTION & TRMPERED-RESISTRNT"RECPTS. PROVIDED PER 2014 NEC , l p F ��m 2. ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50#-PER 2014 NEC 314.27 (R)(2) PREMIER ILDE �+00Q lacmnx' NY NOTE: 3. ON-SITE"DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT AS ",� 02-01-17 DM PE SHOWN-SO THE RECEPT MAY BE RCCESSIBLE-FROM THE DECK/PORCH/STOOP "SMM�'°F 1�Y 12-21-16 DM REV APPLICABLE BUILDING_CODES: W7 Pa I& AbW Pa frIM a tMOk-99E Fes,;,d;c in i .o� 12-18-16 DM REV 2015 IRC; 2015 IECC; 2014 NEC - RLL RS MODIFIED BY THE NYS 2016 UCS 4. REO FRONT & REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE. 09-29-16 GH RE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENT ADDITIONAL "GARDE-RCCESSIBLE" EXT GFCI RECEPTS SHALL BE PROVIDED WITH THE PLANS AND SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH AND INSTALLED-BY OTHERS (BELOW THE MODULES) AT THE FRONT AND RERR•, TURN KEY' / STUCKRPT , SERIES: THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GARDE. MRINSTREET ING' IT ISS-R VIOLATION OF THE NYS EDUCATION LAW RRTICLE 145 FOR RNY PERSON, 5. ATTIC LIGHT REQUIRED IF SPACE--IS USED FOR STORAGE OR CONTAINS EOUIPTMENT FILM Cm - �• REQUIRING SERVICING. PER 2014.NEC, SEC,210.709)(3) TO BE PROVIDED'R_ND - b 1 STY ELECT PLAN CUSTOM [�WUNTLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, INSTRLLED,ON-SITE BY OTHERS. SULD TO ALTER THIS ITEM IN ANY WRY. om u` ogre' � JRK -3-31-16' ., 1/4.1 1'-0" 32026-000 3 - - - - - -- -(C) 3 - - ---- - -- - ------ ----------- -- - --- ------- ------ ---------------------------- I _ - -------- - 8 I a I I MR I r----- -- --- R 2D I MCR I r—- 20 I I I 10 I I I I I g I 20 I I m ® I I 14-3 8 120 ----- - ------, 20 MR I _ ® T SIS �-- S SIS 20 8 S-93 g -J „ 14-3 TO — - - — — II BSMT Sa 8 0 I I aT — IL --� I I I I I ri 'lill ------- ------- SS U) ---- ----- i — 21 7 �22 BSM TO2`� BSMT SD8 21 72' �F I m N s i•., - F% - I i 11 �� I I I to 22 (A) L -- - 121 I 1 21 J 12a j L41T zz "� 02/06/17 I S - I 21 I J I - I I 22 22 I 22 21 ,61 QIqp 1p� 141 7 ELDR/UEw- rMa ; a we HWE EEM EXTF;= NY NOTE: I�I�E/C� IE UILDERS maummRTIM RPPLICRBLE BUILDING CODES: A SIM me a:AAWY IM=W- rim v= 02-0147 DM PE 7 pa Rt ply, a a _ s .a 2015 IRC; 2015 IECC; 2014 NEC - RLL RS MODIFIED BY THE NYS 2016 UCS - ►rvnxp�ri�-b�I�saam Pa 17756 n M)50-sg6 12-21-16 DM REV�L.�.� 12-18-16 DM REVTHE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH TURN KEY /- STUCKRRT SE92ESBEET THE DEPT OF STRTE, WHICH WERE RPPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. ' a�WRRNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW RRTICLE 142 STY ELECT PLRN 5 FOR RNY PERSON, CU STOM UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, DW Err ORMe x TO RLTER THIS ITEM IN RNY WRY. JRK 3-31-16 1/4--=11-0�I 32026-000 - V-9 3/4" 8'-1" 11'-3" 4'-9 1/2" 20'-0 3/4" FA] � - - m I� Must use 0.131"x2.5" nails to fasten wall CP shebthing for , o Line=1 . Fasten 1 st fasten mateline i o strap across bumpout stud to DWLEfloor rims together ;--� w/ 1/2" thru bolts at mateline per exterior wall w/ X1 calcs. AO #8x4" screws at 48" o.c. or 3/8"A" LINE-1 n lags @ 32" O.C. FIELD INSTALLED: I❑ 12 2TOTAL o.c. SIMPSON LSTA18 ® 16"oc W/ 12-10d NAILS Must use - 2nd STY FLOOR BAND TO 0.131"x2.5" nails 1st STY CEILING BRND p' (ONE SIDE ONLY) to fasten wall -- — -- -- --- -- ------------------- ------- - sheathing for (V � IA❑ ----------- --- --------Line-2. -------X - A I CEILING ACCESS FOR --' ` CEILING ACCESS FOR FIELD INSTRLLED 2nd STY FIELD INSTRLLED 2nd STY ' I FLR GIRDER LAG BOLTS. Lill", FLR GIRDER LAG BOLTS. SEE BLDG CROSS SECTION SEE BLDG CROSS SECTION LINE-3 EDGES SUPPORTED EDGES SUPPORTED •f l i r� `,.d 1 J r, I m _ 02/06/17 CP i I PEEEERiq I I Pgi;;R�I I I dill F IN 2'-6 3/4" 3'-0 1/2" 3'-3" 3'-3" L3'-0 1/2" 8'-11 1/2" 4'-9 1/2" 6'-4 3/4" LINE-B . a-DRA)EVEL PUnIORIZRTICRIC NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN �g py ��EEMo�,m S-4'4 0' EXT WALL SHTG S AND TOP PLATE LIMITATIONS PREMIEp�BUILDERS =' NY NOTE: APPLICABLE BUILDING CODES: A SMZ VrK' PFM EMP 0F Ul" 1C 2015 IRC, 2015 IECC, 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS A = STHD14RJ WMW1, = 17M ° X70 ° THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN. KEY / STUCKRRT SIR NSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. eo N�SS HE ISS ACT NGUNDER OF THE NYS DIRECTIOUOFTION A LICENSED PROFS SIONAW ARTICLE 145 L ENGIN ERANY PERSON, 1st STORY HIGH WIND DESIGN - la USTOM TO ALTER THIS ITEM IN ANY WRY. D.%ffr. DM'B SCuE Joe DRM 1 02-01-17 PE 1/4"=1'-0" 32026-000 LINE-R A = 1 Com 2nd story sus o sstory- T-3 3/4" 10'-6" � � � 12'-5 1/4" S16 fr � � � ytdt1tt y studs. - G - , I - ° I I fasten mateline 06 floor rims together w/ 1/2" thru bolts at I strap across 48" o.c. or 3/8"x8° i mateline per lags @ 32" o.c. ' calcs. • I I I I I N � r--- � I I CEILING RCCESS BELOW FOR I I FIELD INSTRLLED 2nd STY LINE-2 LINE-1 I I FLR GIRDER LRG BOLTS. �— L_--J SEE BLDG CROSS SECTION EDGES SUPPORTED L: 1: 02/06/17 I FAI I ' . I I I , _ I " I , ❑A l 424 1/2" 4'-4 1/2" 3'-0 1/2" 2'-6 3/4" LINE-B _ ELU'_ �RUTHUZOITMN , .WrHURIMMM mv, - STUDS HI DSI RNDWIND TOP DESIGN LI ITRTIONS SUMMRRY S FOR UPLIFT, SHERP., SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN P���I�� � I��®��� SMN ,m NY NOTE: -4'x9' EXT WALL SHTG �J F;mem RPPLICRBLE BUILDING CODES: Asum=G:AWCV I=== Pa 177M 046-8M2015 IRC; 2015 IECC; 2014 NEC - RLL RS MODIFIED BY THE NYS 2016 UCS � J ° � �l`"� a.�""°` THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT ` WITH THE PLRNS RND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH TURN KEY / STUCKRRT MRINSTREET THE DEPT OF STRTE, WHICH WERE RPPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. zaWRRNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW ARTICLE 145 FOR RNY PERSON, 2nd STORY HIGH WIND DESIGN - 2a FLM USTOM UNLESS HE IS -RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL_ENGINEER, „ owe scFLe �,�C TO RLTER THIS ITEM IN RNY WRY. DR � M 02-01-17 PE 1/4°=1'-0" 32026-000 60'-0" — „ 36'-0" — .� —, WRLL—A r — - ------------- - - =----- ------------ - ------ ------------—— —— —-- - - ------ -- - ---- 1314, - - - ------ -- - -- —1314 PLF , „ �� - - -------=-- -- - - - -'- -------- - ----- -------- - -- -------- r- --------,-_- - - - ----- ------------ ----- --- ---- ----- -- -- - - -- --------"-- -� DOOR 892 PLF FR � -------- --- - -_- -_- - - -_-- - - - -- --- - -.- - -- -- - -- - -� 1 I SILL PLATE TO-.FOUNDRTION 542 PLF SLIDING AND 2" SQUARE -WASHER W/'1/21, ANCHOR ® 24'bC 1 ,I 'CONNECTION - WRLL-1&2 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED `( SILL PLATE TO FOUNDATION 677 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR- ® 12"OC CONNECTION - WRLL-3 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRE I I _ = I I I tr I - m I I SILL PLATE TO FOUNDATION 133 PLF SLIDING AND 2" SQURRE-WRSHER w/ 1/2" ANCHORIm 60"Oc CONNECTION - WRLL-R 145 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED,HOLE) 1/8" THICK MIN. WASHER R UIRED' I I m SILL PLATE TO FOUNDATION 133 PLF SLIDING AND 2".SQURRE WASHER w/ 1/2" -ANCHOR ® 60'bc- I CONNECTION -. WALL-B 147 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" -THICK MIN. W ER REQUIRED �, 0 0 `5, _02/06/17 I S ❑i i I I WRLL-3 I I 1 I " � . ' - I I MRNORTORY' M3"TORY MFI DRTORY MF DRTORY MRN0RTORY I 1 _ COLUMN LOC COLUMN LOC COLUMN LOC COLUMN L ;COLUMN LOC - 1 I 1 1 —9" 6'—1 221-011 —I r — 2�_2�� I I I I I I I 16-2x10SPF2 1 . O . -� --i—E3-F--- f-$�-- i—E3--I-- -I - - 1--e-=H-- - kj �,- - - - - - - - II- - NL - --J L - - - J, L-- -J L - - -4,867# 17,022# PL- 12,372# � 17,634# PL-1,622# UPLIFT rj -3,253# UPLIFT 10,531# PL I I-08, 60# PL 8,060# PL 1L948# PL Gj -3,253# UPLIFT 1' -1,238# UPLIFT -1,622# UPLIFT 5� i I 1,238# UPLIFT I NOTE: MINIMUM (2) 1/2" RNCHOR BOLTS PER SILL ATE -$ � I I I 2_ "I I ' SECTION. ANCHOR BOLT IS REQUIRED 3.5" IN - 12" 65 1 pl TO I£CF NATU%:LLY DLw�F WOOD OR WOOD THiRT IS,F VRrivE-Tt¢Rrm IN � WITH RWFR UL IK I I I Lr) VR BE LBSTED IN SECTION 4 OF RWFR UL" I MAXMRX FROM EACH END OF EACH SILL P E SECTION. - z FLL IN c�CT wrrH CONS OR THE MUST NE FFFROVED I RVRTIVE-TR�ITED W� 5I¢rt�E FOR I 1 1 ' CONNECTIONS FOR LISTED UPLIFT L S TO- BE PROVIDED cuDLca r -L -I 3.,RLL SQL P.r-FROVED WOOD OF N MAZ DECRY r�slsT(x cE 0R RFFROVED P -F�zVRTrVE-TREATED WAD. - II ' 1 I WR L-1 FROM MODULAR .TO FOUNDATION 0 ITE BY BLDR. 4•ALL Fmo NOTCHES,DRILLED ED HOLES Of PfESERVRTIVE-TRERTED Wawa S-IFLL BE TREATED IN TFE FIELD IN � WITH AWFA I Gel I ; I I 5 ALL PSS III) TFE CONSTRUCTION OF PORCI-ES 6 D CKS S-F L BE TR£fl'D TND MEET THE MENTS OF RSTM F 1ES7. TF D �_ I 1 NAILS AS A I THOS DOCUMENT DELUDE FELSCPJ.. (S'IRAU 6 RNWJLPR (RDS< SFFM NAILS. WOOD SAWS S-FLL_ MEET THE REaUIREMENTS� 1 p I ;. OF FNWSU Bl(1 BOLTS 6 LAG SCREWS SHFLL MEET THE MENTS OF ANSI/i�ME BIR21 L S. FLRSHING a ISTTWT METFL OF R MINIUM NOMu�L.THI)CIMM OF OMS D� OR AN APPROVED NON-METF LIC'MATERrm..,.. 1 w m R-t 1_ 61 FKM C I BE USED IN DIRECT CONTACT WITH LUMBER TRERTED WITH FRESENVRRTIVE_S THAT CONTRIN C� SUCH AS ACO. I " I ❑1 7 STTEEEI,5 SSD SOON COPPER RSrENERS�EES 1. HOT IDDI1'�GPLVA�l1�D Fm MEET� T5 OF I I RSTM A 153, FOR FRSTEN RS 3/B' DIAMETER ANO SMELLER. OR CLR55 C FOR FASTENERS WITH =11C ERS OVER SM. I I IL FRSTII�I:9 NAILS AND TIMBER RIVETS SELL SE PERMITTED TO BE OF MECH(NTIICRLLY DEP05IrED ZD C-COHTED STEEL WITH CORTING R WEIGHTS IN WITH RSTM B 6m CLRSS E& MINIMUM I I I I - S p1 FfftVGERS.CAST—IN—PLACE P05T FTIp IO i. ETCJ SiRLL BE GF LVRM= OR SHALL BE STFXA_E:a3 STEEL HR e¢ TO BE I I I I \ HOT DIPPED PRIOR TO FFFFMCFMON Si�L MEET'fiSfM R 653, C-95 CaPITING. HIIROWFRE TO BE HOT DIFPID GFLVANIZED AFTER ' I I- I 1. A 1/2"x9"x12" STEEL PLATE IS QUIRED ON COLUMNS. - so+ 31s WMM3ZSEXPOSED ro RELY IaATER OR LOCATED WrrHDrN 300 FEET OF R SST WATER SiORELIIG 5-FILL BE STRII1E59 STEEL I I R 2. SEE FLOOR PLAN, FOUND N PLAN AND SET-UP INSTRUCTIONS FOR SECURING 1L oT>ER NON-FERROUS FasrENERS Hrw�W sa�u_ EE Fs aFPRovEo BY TFE RUTFIDtaTY HAVING'� m 1 I d lz HOT-DmFE�I (�L.VMMM STEEL CONWCTORS� REDUIRED RT RNY CONFECTIONS I NM,CONCWM- MODULES TO FOUNDRY (COLUMNS, PERIMETER b CORNER ANCHORS (IF REQUIRED)). 13 FRSTENERs INSTALLED IN TREATED LUMBER OTHER THIN MRTERIFL WITH R CHEMICAL RETENTION (CATER TH Err RWFR OR UC4A I ao 1 I 3. ALL GIRDER SPIC MUST BE LOCATED OVER POST. ' I �- GRFOE _ 9]5 (n 1 1 - L ——— —————— ———— —— —— ————— ——— — ——— —— — —— ——————— — J A❑ i� L--------- ---- --------- ------ - -- -- ---- -- -- --- -- - --"- - - - - - ----------- - -- � 892 PLF - }- �I 1314 PLF r, i - ------- ----- - ------ -=---- - ----- ------- ----- -- - J L— —————— —— — ——— — — — ——————— ————— - — — —— ————— — —— ——— — —————— — — — — — — — — —— — - a J 3„ cli 36'—D" WRLL-8 2¢'-0" NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, ShERTHING, CORNER STUDS / BUILT-UP COLUMN STUDS AND TOP PLATE LIMITATIONS- -Vx9' EXT WRLL-SHTG R SIMPSON STHD14RJ (13-LOCRTIONS) NOTE: FOUNDATION' SHALL' BE DESIGNED BY A NYS DESIGN PROFESSIONAL WITH A/D_ N N`'�• �0 " . REV. KNOWLEDGE OF LOCRL SOIL CONDITIONS. THIS SAMPLE PLRN IS MEANT ONLY TO COMMUNICATE THE DIMENSIONAL AND 'LOADING. INFORMATION TO FM�� NY NOTE: DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED " �I�ENMiER UIL®ER� D°°�'"p'�' APPLICABLE BUILDING CODES: WITH 'THE REQUIREMENTS" OF THE MODULAR BUILDING. ' "�W OFMWY �= 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016'UCS D �q4� ° � 'g -IL �—O THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ,NOTES: 1. THIS FOUNDATION DRAWING AND NOTES RRE,FOR REVIEW ONLY. RCTURL` � �" '� 0RIEB: 7 DM PE WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH FOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL ENGINEER - TURN KEY /- STUCKART,�- MAINSTREET THE DEPT OF STATE, WHICH WERE-APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. OR REGISTERED ARCHITECT. MR 2. THIS DRAWING-TO BE USED FOR DIMENSIONS- ONLY. TS. FOUNDATION LAYQUT �aWARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS b STAIR LOCATION. CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED-PROFESSIONAL ENGINEER, 4, SEE MASTER SERIES DWGS., SHT. NO: 3C 6 4fl, FOR NOTES AND DETAILS. - OWN-� DATEE � TO FILTER THIS ITEM IN ANY WRY. 5.-MAX. CENTER FLOOR GIRDER SUPPORT COLUMN SPACING= 6'-6' FULL LOADS, 7-5."NO ROOF LORDSDRM - 01-20-17 DB 1/¢"=1'-0" 1 32026-000 62.4-PSF SNOW DRIFT LORD MRH — CLG CL to rn 3859 3859 3859 3859. 3859 _ m - - rn .� 00 = - •' ' FLR m ca — CLG FL CL 00 0 rn 3859 3859 3859 3859 X59 X59 _ FLi GRRDE ACCESS BY OTHERS - FLR •o FRONT ELEVATION r'•, A ••'g I , NRVIII S"m acnaUIm "m RTR3wm SAM= NY NOTE: ;t::> fit.x; PREMIER B UL®ERS °°°av"araH '' sem=o=eaawv mm am RPPLICRBLE BUILDING CODES: - - 2015 IRC; 2015 IECC, 2014 NEC ALL AS MODIFIED BY THE NYS 2016 UCS `�-= �;J' B17 Pa Rte Atraicy. Pa f/T58 1570 48 est Fa.�a t m�- . 02-01-17 DM PE THE PLRNS RND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT - l}=' 02/06/17 �+ 01-20-17 DM DB WITH THE PLANS RND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH `L TURN KEY / STUCKRRT MAINSTREET THE DEPT OF STRTE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. • 0aWRRNING: IT IS A VIOLRTION OF THE NYS EDUCATION LRW ARTICLE 145 FOR ANY PERSON, FRONT ELEVATION CUFLM STOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONRL ENGINEER, oust . DRM SULe - - TO ALTER THIS ITEM IN ANY WRY. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FERTURES 12-18-16 I L4°=1'-0" 32026_000 624 PSF SNOW DRIFT LORD CLG — LG co c co mss rn FLR LR CLG — LG D D] F/71 rn 397 3037/// LR GRADE ACCESS BY 0TH S GRRDE ACCESS BY OTHERS RERR ELEVATION YE-F&rni0FUZffrMN NFUF.RUTHaZOn Y: NY NOTE: - PREMIERBUILDERS rpm ENM APPLICABLE BUILDING CODES: ` >��;` A sus=CF tRWY H=== 2015 IRC. 2015 IECC; 2014 NEC - RLL AS MODIFIED BY THE NYS 2016 UCS "3' lRt Y rs 177W O 6 6)548-885 THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENT 2/06/17 wmyp �bidlscorn ��,�u� R� 02WIT -Oi-17 DM PE FILE WITH SEREES THEHTHE DEPT OFNS STATE ,ND WHICH WERE SPECIFICATIONS IRTED WITH ON 2/20/2015HUNDERROVRL SYSTEM#M 387-02-070. TURN KEY -/ STUCKART MRINSTREET f-WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW RRTICLE 145 FOR ANY PERSON, REAR ELEVATION -1 PLMCUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONRL TOM ENGINEER, e TO ALTER THIS ITEM IN'PINY`WAY:- NOTE: ELEVRTIONS SHOWN MRY CONTRIN OPTIONRL OR SUGGESTED FEATURES m& e bBs US DRM 12-1g-16 1/4"=1'-0" 32026_000 12 CLG in rn FLR — CLG 2, O rz y � � 02/06/17s 3sss FLR LEFT ELEVATION NY NOTF: PREMIER UILDERS A SUM=OF MACY RD= APPLICABLE BUILDING CODES: �c MI Pe Rt llancA Ps 17756 G (,570 548-895 �i,�-.a o 2015 IRC; 2015 IECC; 2014 NEC - RLL RS MODIFIED BY THE NYS 2016 UCS wwty _(d�sran min p 02-01-17 DM PE THE-PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLRNS RND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH TURN KEY / STUCKRRT SERIES: THE DEPT_ OF STRTE, WHICH WERE RPPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. aaWRRNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW RRTICLE 145 FOR RNY PERSON, LEFT ELEVATION -1 PLRN M UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, CUSTOM TO ALTER THIS ITEM IN RNY WRY. D4 Sr. e -M. '-c DRM 12-18-16 1/4"=1'-0" 32026_000 12 12 CLG 12 is rn A /r 3859 3859 FLR CLG rl 1• f! El El E] ' El _ O ED M El El F=l ED 2 El a' 02/06/17 ED El E:l El � 11 ElE:l 010711. FLR RIGHT ELEVATION R.DZ,0EV0- NY NOTE: PREMIER gy p / g� UILDERS rim V= RPPLICRBLE BUILDING CODES: A 54.0 W.OF W" 2015 IRC; 2015 IECC; 2014 NEC - RLL RS MODIFIED BY THE NYS 2016 UCS L7 Pe Rt �' Pa r/756 0 X )548-895- "° m ,. THE PLANS RND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENT ' ' R 02-01-17 DM PE WITH THE PLRNS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITH TURN KEY / STUCKRRT MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. FUN ARNING: IT IS A VIOLRTION OF THE NYS EDUCATION LRW ARTICLE 145 FOR RNY PERSON, RIGHT ELEVATION -1 CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, a�s, � ,xs-�x TO ALTER THIS ITEM IN RNY WRY. DRM 12-18-16 1/4 =V-0° 32026_000 LVL' INTERCONNECTION DETAIL EOWL SPACES - . 2-pLY BEAU 3-P Y BUM "PLY M 4131'x3'BR 4131'x3'IX2 1/1'BOLA 4162'x.5'NABS 0 w aS°NAaS_ FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS- '> (2) 1.5" MEMBER BEAMS: —USE (3) ROWS OF 0131"x3" NAILS @ 12" O.C. (575 PLF MAX. UNIFORM LOAD) —USE (3) ROWS OF 0131"x3" NAILS @ 6" O.0 (1,150 PLF MAX UNIFORM LOAD) 4131d•HAULS(15' MBER5) (2) 1.75" MEMBER BEAMS 8.131•xa5•Naas(1.75-UalBERS) —USE (3) ROWS OF 0162"x3.5" NAILS @ 12" 0 C. (845 PLF MAX. UNIFORM LOAD) —USE (3) ROWS OF 0.162"x3.5' NAILS @ 6" O.C.-(1,690 PLF MAX_ UNIFORM LOAD) B (3) 1.5" MEMBER BEAMS: —USE (3) ROWS OF 0.131"x3" NAILS @ 12" OC_ (431 PLF MAX. UNIFORM LOAD) —USE (3) ROWS OF 0.131"x3" NAILS @ 6" 0_C: (863 PLF MAX. UNIFORM LOAD) BUILT UP COLUMN —USE (3) ROWS OF 0.131"x3" NAILS @ 4" OC. (1,294 PLF MAX. UNIFORM LOAD) FASTENING (3) 1.75" MEMBER BEAMS: —USE (3) ROWS OF 0.16270.5" NAILS @ 12" O.C. (635 PLF MAX_ UNIFORM LOAD) —USE (3) ROWS OF 0.162"x3.5" NAILS @ 6" D.C. (1,270 PLF MAX. UNIFORM LOAD) (4) 1.5 OR 1.75" MEMBER BEAMS: —USE (2) ROWS OF 1/2" BOLTS @ 12" O.C. (580 PLF MAX. UNIFORM LOAD) —USE (3) ROWS OF 1/2" BOLTS @ 12" O.0 (870 PLF MAX. UNIFORM LOAD) NOTES:_ APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. —THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3—PLY BEAM —7" WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY, THEY MUST BE LOADED FROM BOTH SIDES AN TOP LOADED. —LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE v, • _ `• '..,w ^1•f:�`"_.�' 02/06/17 EMRAEVEL AUTHamnanwe RAW FunimazRTER REV, NY NOTE: PREMIER UIL®ERS emmDompufruma rpm A sa.�DW.CF 'liC== RPPLICRBLE BUILDING CODES: 1567 Pa Rt M aN Pa 177M 9 OM;46-89b��� 2015 IRC; 2015 IECC; 2014 NEC - RLL RS MODIFIED BY THE NYS 2016 UCS www;rmg r�betll�as cmi B L THE PLRNS AND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT EEMM WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH TURN KEY / STUCKRRT MRINSTREET THE DEPT OF STRTE, WHICH WERE RPPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. saWRRNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW RRTICLE 145 FOP. PINY PERSON, LVL INTERCONNECTION DETAIL CUSTOM UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, rnM ire , TO RLTER THIS ITEM IN RNY WRY. DRM 02-01-17 PE 1/4"=1'-0" 32026-000 20.03/2006 IRC CHART 2010 RCNYS CHART PER TABLE R301.2.1,2 WND-BORNE DEBRIS OPENING PROTECTION OPTIONS FASTENER SP PANG 1. PRE-ENGINEERED WINDOW/DOOR PROTECTORS MAY BE INSTALLED ON-SITE BY TYPE PANEL s4! 4'<PANa SPAN < R 8! SPAN COR=4' COR=6' <DR=B' OTHERS_ (MUST MEET ALL STATE& LOCAL CODE REQUIREMENTS) 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAX PANEL NO. 6 SCREWS 1fi" 12" 9° SPAN OF S' SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT SO THAT THEY SHALL BE ATTACHED N0. e SCREWS 16" i6" 12° TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANEL ATTACHMENTS SHALL BE DESIGNED TO RESIST THE 2009/2012 IRC CHART COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE FASTENER SPACING PROVISIONS OF ASCE 7. ATTACHMENT IS PERMITTED ACCORDING TO FASTENING FASTENER PANEL SPAN V<PANEL SPAN6'<PANEL SPAN - LISTED ON THIS PAGE FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33' OR LESS TYPE <OR=4' <OR=6' <OR=8' WHERE WIND SPEEDS DO NOT EXCEED 130 MPH. NO. 8 SCREWS 16" 10" B. 1 FASTENERS SHALL BE INSTALLED ON OPPOSING FIDS OF THE WOOD STRUCIURAL PANEL. Z FASTENERS SHALL BE LOCATED A MIN OF 1'FROM THE EDGE OF THE PANEL 3. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE THROUGH THE DMIOR WALL COVERING A MIN OF 1 75'INTO WOOD WALL FWAING,A MIN OF 125"INTO CONCRETE BLOCK OR CONCRETE OR INTO STEEL FRAMING BY AT LEAST THREE THREADS.FASTENERS SHALL BE LOCATED A MIN OF 25 FROM HE EDGE OF - CONCRETE BLOCK OR CONCRETE 1x3 FRAME BOARD, a WHERE SCREWS ARE ATTACHED TO MASONRY OR ASONRY/STUCCO•THEY SHALL BE INSIDE DIMENSION TO BE LARGER THAN CAPACITY ornOvC VBRARON-RES STANT ANCHORS HAMNG A MIN WITHDRAWAL OUTSIDE DIMENSION OF THE WINDOW FRAME, AND FASTENED TO SOLID FRAMING MEMBER BEHIND SIDING S" OSB MIN. • t _ crs :...�I W14D BORNE DEBRIS PROTECTION DETAIL 02/06/17 ®-R/DEVEL.WTFC]IIU�Fr A r1FrW.1RurrMiZ2RT=4 REV, py �,g g r 'g y� L�KM�1�M NY NOTE: P�E/6'Yi ViLDER'SUnM DDOUPRXrFrnM rkm Lasa APPLICABLE BUILDING CODES: A MM WK of ear Ha%M= 2015 IRC, 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS E67 Pa R Pa 17756 & M ° !L-111 m'L °- THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT taww9EvAr-� WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / STUCKRRT MAINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 2/20/2015 UNDER SYSTEM #M1387-02-070. 3WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, WINDBORNE DEBRIS PROTECTION FLM CUSTOM N°" UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, DW S, DgM �e .r��-g TO ALTER THIS ITEM IN ANY WAY. DRM 1 02-01-17 PE 1/4°=1'-0° 32026_000 ' MTS16 EACH TRUSS / IW NAILS a S' o.0 CONT. RIDGE VENT ; L25'x20gn STEET STRAP W/ 7-013P'x2S' NAILS ER END 10d NAILS a 4" O.G f�UM DRIP EDC " & 2-0131"x3" NAILS TOED. L 'STEEL STRRF' w/ 7-0131'k2S' NAILS ER END d 2-0.131'X30' NAILS TOED. 215d NAILS THRU SHEATHING ALUM. FASCIA ' _ _IMO TRUSS-, - - - - " PIE-FEB COLLRR-TIE FASTEN PERFORATED VINYL SOFFIT TO TOP CHORD W/2-ROWS OF - 0131" x 3' NAILS 3' O.C. PER TRUSS PRINT:PRE-MRNUFRCTURED WOOD TRUSS:, NOTE: RESCHECK FOR THIS HOUSE 2x2 2x4 SEE QED,TRUSS DESIGN AND CC UJI2 15".0.01 DOES NOT INCLUDE THE GRRRGE 2x6 TRUS5,INSTALLATION INSTRUCTIONS OR GRRRGE RTTIC RRER. _ _ _ = FOR ANY REQUIRED BRACING INSTRLLRTION., FIBE2GLRS OR SELF SEAL NG SHINGLE, 12 - TYPE 15 FF1T WITH 18' OVERLAP OR 955 SIMPLEX Shy UNDERLAYMENT r lx BRRCING w/2-16d NAILS 12 OR EQUfL. 36" WIDE AN ICE BARRIER r THAT CONSISTS OF AT LEAST 0 LAYERS EACH COLLAR TIE r OF UNDERLRYMENf CEMENTED TOGETHER MANUFACTURER SUPPLIES RIDGE r OR OF R SELF-RDHERING POLYMER MODIIIEDVEM FOR FIELD D45TRLLRTION r BITUMEN SHEET, SHALL. BE USED IN LIEU BY OThERS AS PER MANUFACTURERS r OF-NORMRL UNDER AYMENT AND SHALL INSTRUCTIONS r EXTEND FROM THE EAVES EDGE TO A r POINT AT LEAST 24 IN. I45ME THE 7/16 058 ROOF SHEATHING r r o EXTERIOR WALL. LINE OF THE BUIL-DING r Eo AIR BARRIER PROVIDED. _ 2-16d NAILS THRU SHEATHING r r MTS12 i6 O.0 ON-SITE BY OTHERS ; INTO TRUSS r r FASTEN W/7 lOd xL5" NAILS ER END d 2-0131'x3.0' NAILS TOED ER TR1155 1TiSlJr BAFFLE TO PROVIDE RIR r 5/8' 058 FLOOR DECKING SPACE FOR RTTIC VENTILATION r W/WIND WASH OTISULRTION DAM) FDREBLOCK BETWEEN MODULES I JON ON-SITE BY OTHERS PER STATE CONT. 5/8' OSB STRIPS AND LOCAL CODES JOIST HANGER 5/8" GYP BD CONT. 5/e" 058 STRIP'S DBL TOP PLATE DBL TOP PLATE h ! R-32 FIBERGLASS �fLRTION R-51 FIBERGLASS'R45LLATION ' 7/lE' 058 SrEATHING UNDER FLOOR W/V5. TO WARM SIDE BEHIND KNEE WPLL,w/VJI TO WARM SII f 48" SHEATHING TO SPAN BOTH HALVES 2x4 SPF #1/#2 a 15" O.C. 10-0131"x25' t�lILS EA MODULE o CLEAR SPAN ROOF BEAMS LOCRTED OVER FLUSH CEILING AREAS SHALL BE SECURED TOGETHER 2x6 SPF =1/=2 a 16" O.C. R-21 FIBERGLASS INSULATION & LSTRIS 5-ER-COLUMN, USING 2 ROWS OF 16d NAILS OR #8 x 25' 1/2" GYPBD W/V.EL TO WARM SIDE w/5-0148"x2S" NAILS ER'LEG SCREWS AT 24" O.C. 1/2' GYPBD - - , SIDLE BOTTOM PLATE "19/32" 058 SHEATHING SIT1C-LE BOTTOM PLATE 3-2x1.0 SPF #1/#2 CENTER GI MER " PER HALF Oi TOTAL) - - SHEATHING NAILED w/2-ROWS 0113"x2" NAILS 2-2x10 SPF -¢1/#2 FLR RAIL ALONG BOTTOM EDGE OF PRNEL_ WALL STUDS TO FLOOR BAND. 2x10 SPF #1/#2 a 15' OZ, LSTRLB 5-ER COLUMN LINE R-B 6" O.C. W/S 0148"x25" NAILS ER LEG LAE 2 6" O.C. ao - . THM SILL PLATE, 2x6 mtl JOIST HANGER TO RRIM JOIST& SILL ENTIRE PERIMETER GARAGE FLOOR FLOOR REMOVED WHEN THIS IS LITE-R 6"oc, LITE-B 4"oc SILL SEALER CONC SLAB R GRRRGE RRER (TEMP JOIST FOR SHIPPDM) LITE-2 T'oc NOTE: GARAGE MARR WRLL COLUMN SUPPORT 0131'X3 TOE•-NAILED 6" D.C. LANE R &B RLL MRTERIRLS & LRBOR REQUIRED BELOW ER END OF GARAGE CTR SPAN ' LTP4 Ur O.C. LINE: 2 w/12-013rxLET MIRES BOTTOM OF FLOOR JOIST IS THE -RESPONSIBILITY-OF-TkiE-BUILDER--- -- - ---------------------- -� 1/2" DIfbdO 1/2' LONG •f�,r- ,.... - - - - . BOLT a 4S''O.C. - ----- ----------- - - ---- ----- - :� FIREBLOCK BETWEEN MODULES :,;v _-- _`'';`''_= ON-5ITE eY OTHERS PER STATE ny_cross_sections_eng-wnd - ' RND LOCAL. CODES MUNCY HOMES, WC. mm NY NOTE __ . E67 Pa Rt �� N FRW 0711648-5Mww"uryEoz _ APPLICABLE EUILOING CODES mam Nmlr� # 201.5 IRC, 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS-NYS i THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE^DERIVED FROM Rm CONSISTENT DETAILS NS WITH THE PLAFIND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH = : ,r s ` J 0 THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2016 UNDER SYSTEM-•M1387-2016-05I. 2/06/1 7``t� PLkN Hao CROSS SECTION 0 NO AN R IT IS R VIOLATION OF THE NYS EDUCRTION LAW ARTICLE 145 FOR ANY PERSON. NLESS HE IS ACTING UDR THE DIRECTION OF R LICENSED PROFESSIONAL ENGD EM DWA 6n tr tE 3Cf-B Maw f.0 ALTER THIS ITEM IN Y WAY. HRYES ll-5-2016 .1/4'N=l'-INN 32026_CS 125"x2O9n STEET STRAY' w/ 7-0.131W-7 NAILS EA END- 10d NAILS ® 5' O.C.._ r d 2-0131"x9" NFM-S.TOE0. 2-16d NAILS THRU SHEATHING OTIG CONT. RIDGE VENT t INTO TRUSS s - 125520gd STEEL AP STRW/ 7-0131'x2.5' NAILS ER END SEE SEALED TRUSS DESIGN AND S x/12, 0.CJ HINGE STRAP,9 45' O G - d 2-0131x30" NAILS TOED. TRUSS M7RLLRTION INSTRUCTIONS FOR R NY,REOUD2ED BRACING DISTRLLATION. FIBERGLRS OR SELF SERLING SHINGLE, WTTH 18" OVERLAP H8 ER TRUSS OR*55 SSE St 94GLE UNDERLRYMENT _-ALUM. DIS EDGE -FASTEN w/S IOd xL5" NRD_S d OR EOURL 36'-WIDE. AN ICE BARRIER 2-0.1317)3.0' NAILS TOED (D ER TRU55 12 THAT CONSISTS OF AT LEAST 0-LAYERS OF UDDERLRYMENT CEMENTED TOGETHER _l 7 OR OF R SELF-RDI�dG POLYMER MODIFIED 2-16d NAILS THRII SHEATHING BITUMEN SHEET, SHALL BE USED IN LIEU ALUM FASCIA INTO•TRUSS OF NORMAL UrDERLRYMENT AND SHALL PERFORATED 7/16' OSB ROOF SHEATHING EXTEND FROM THE EAVE'S EDGE TO R VINYL. SOFFIT POINT AT LEAST 24 IN. INSIDE THE INSIL BAFFLE TO PROVII7E RIR EXTERIOR WALL LINE OF THE BUILDING MTSL8 9 i6"oc SPACE w/WI D FOR �ONSULRIION DAM) 2-10d NAILS FROM PLYV40M DIRECT O STUD MPH UFRCTURER SUPPLIES RIDGE VENT FOR FIELD INSTALLATION BY OTHERS AS PER MANUFACTURERS IN5TRUCTIONS 5/5' GYP BO CONT. 5/8" OSB STRIPS - DBL TOP PLATE DBL TOP PLATE FIREBLOCK BETWEEN MODULES R-44 FIBERGLASS INSULATION ON-SITE BY OTHERS PER STATE 7/16" OSB SHEATHING w/V8. TO WARM SIDE AND LOCAL CODES 1/Z GYPED 1/2" GYPBO , 0 2x3 SPF x1/#2 9 16' O C. 2x6 SPF x1/#2 9-16' D.C. - co' R-21 FIBERGLASS INSULATION d W/V8. TO WARM SIDE ' " - LSTA18 032" O.C. SINGLE �TTOM PLATE, SINGLE BOTTOM PLATE w/5 0148x25' NAILS EA LEG 19/32" OSB FLR SHEATHING 2-2x10 SPF --1/x2 CENTER GIRDER PER HALF (4 TOTAL) 2-2x10 SPF #1/x2 FLR RAILYT 31" FORM INSULATION R-ZO2 - LSTA18 932" OZ, SHEATHING NRILED w/2-ROWS 0.113 SGL" NAILS ' " 2x8 SPF'#1/x2 ® 15" O.C. w/5 0145'x25' NAILS ER_LEG WALL STUDS TO FLOOR BRNO. 1-2x6 SPF x1Jx2 LIE R-B 6' O.C. 3/5'x5' LAG ® 32" O.C. LITE 1-2 6" O.C. 2x6 SPF'#1./*2 9 16' O.C. 16d TOE-NAILED 1-2x12 SPF al/x2 FLR RAIL 1-2x6 SPF x1/#2 6' O.C. CONT. 5/5' 058 STRIPS S/5' GYP BD 1-2x12 SPF Gi/x2 ARIL R-� 0131'�' TOE-NRIIED 6'oc LINE R dB DEL TOP PLATE CONT.. 5/5' OSB STRIPS INSJLRTION 0131'53" TOE-NRIL5 5"oc LINE 1 d 2 DBL TOP PLATE 7/16" OSB SHEATHING. 2x4 SPF 1/s2 8 16" OZ, 2x2 LEDGER _ 2x2 LEDGER SHEATHING NAILED w%2-ROWS 0.113"2" NAILS FLOOR BRDD TO CEILING BRND. = 1/2" GYPBD o LIN` R-B 6' O.G Q7 1/2" DIRx7' LONG LINE 1 6' O.C. - BOLT ® 96' D.C. 2x6 SPF a1/k2 916 O.C. R-ZL FIBERGLASS INSULATION d SHEATHING NRI-ED w/2-ROWS 0113"x2" NAILS 1/2" GYPBD w/V.B. TO WARM SIDE w/5LSTn -9'x O.C.� CEILING BAND TO WALL STUDS. w/5 014553 5 NAILS ER LEG LINE R-B 6' O.C. - LINE 16' OC R-19 FIBERGLASS IINSLILATICN SIDLE BOTTOM PLATE• 19/32" 0� SFERTH�NG SINGLE BOTTOM PLATE w/VJI TO WARM SIDE, BY OTHERS 3-2x1O SPF x1/x2 CENTER GIRDER SHEATHING NRD_ED W/2-ROWS 0113"xQ NAILS 2-2x10 SPF al/x2 FLR ARD_ \ I PER HALF Oi TOTAL) ALONG BOTTOM EDGE OF PANEL 2x10 SPF *1/#2 ® 16' O.C.' WRLL STUDS TO FLOOR BARD. LSTR18 V32" O C LIDS A-B 6' O.C. W/5 0145'x2.5" NAILS ER LEG LIN` 1-2 6" D.C. 5II1 PLATE, 2x6 Rdn JOIST HANGER SH EATHi M NAILED w/0113 50 NAILS B 3"oc SILL �� TO RIM JOIST d SILL ENTIRE PERIMETER L PE R 6'oc. LINE-B 4"oc LINE 1-2 3"oc 0131"x' TOE-NRILED 6' O.C. LINE R&B NOTE: - LTP4 Ur 0.C. LINE L 2 d 3,w/12-OnV'xL5' NAILS ALL MATERIALS d LABOR REQUIRED BELOW ' BOTTOM OF FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER. =' _= t 1/2" DIAxl0 L,17 LONG '" _ "' 1{, C 3.`%, BOLT ® 45' O.C. V. J�, F]REBL.00K BETWEEN MODULES ON-SITE BY OTHERS PER STATE ny_cross_sections_eng_wnd _ Z RDD LOCAL CODES I; �tE��m REV, MUNCY HOMES, IN NY DOTE - <4. b87 F'a �s�h9rw+n A�PLICATSLE BU11AItvG COBS _ 44- Fe f175B a( 4 ?4Emnm -- 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2016 UCS-NYS 's ' r WWYJ L DRU;BF . THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AM CONSISTENT - _ 02/06/17' DETAILS WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON 10/4/2316 UDDER SYSTEM #M1387-2016-06L CROSS SECTION - M NWO RRNING IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY P'RSON. - 0 LK,LEM HETIS ACTING IS5 ITEM IN DERYR WIDIRECTION OF A LICENSED PROFESSIONAL EINGID� DwK� To1/4---=l--0'-_ DW NW - HRYES 10-3S1-2016 32026-CS JOB JOB PRE-32026 oe PRE-32026 SHEET NO 1 OF 44 SHEET NO 2 of 44 David L. Billingsley, PE CALCULATED BY DB DATE 1/27/20.17 CALCULATED BY -DB DATE 1/27/2017 217 East Main Street•Middleburg,PA 17842' CHECKED BY DATE CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria =--,— Listed connections to foundation/piling system must be reviewed by the foundation/piling design /� engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal '� �`� � �` }�'� Design Criteria Cont. -- - - - ,`, -r foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the required loads. Warning. It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. Location. Floor Diaphragm Aspect Ratio Length of side (L1)(house width) = 27.5 ft. :� -- y� � 02/06/17 NY 1FZr f; Length of side (L2)(house length) = 60 ft. ` 135mph Exp C or less ; ;1,f r F �;� iiF%r- L2 & L1 = 2.2 :1- < 3 '1 OK Building Description' � _Max Mean Roof Height 25 ft. j.•y� -v__?.', (�is Residential Two Story ��,;�.. 7t ' Exposed Foundation Height Modular Wood Frame Construction Roof Framing Span (Horizontal Projection) = 13.75 ft 02/06/17 Codes: Roof Framing Spacing = 16 in. o.c. NYS 2016 Uniform Code Roof Overhang Length = 1 ft 2015 NDS ASCE 7-10 Roof Slope= 7 :12 & 12/12 Building Importance Category: II Seismic Criteria Roof Diaphragm Aspect Ratio Seismic Design Category (SDC) B Length of side (Li)(width) _ -27.5, ft Short period design spectral response acceleration (SDs) 0.32 Length of side (L2)(length) = 60 ft. Seismic Importance Factor - -1.00- Ultimate 1,00_Ultimate Wind Speed Vult= 135 0 mph Roof/Ceiling Assembly Dead Load = 15 psf Roof Framing Type= Truss Exposure = C Truss HM585825 & -CC680239 Max-Uplift Manage Wall:_,=-_ 572 lbs per truss Load Case Factor= _0;6 Snow Load '_Max_l_'_Jplift_at Sidewall_Wai[,_=_ 598 lbs per truss Ground Snow Load = 35 psf Snow Importance Factor 1_00 JOB PRE-32026 SHEET NO 3 OF 44 CALCULATED BY DB DATE- 1/27/2017 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 9 ft 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications = 2x6 SPF#3 Wall Stud Spacing = 16 in o c Shearwall Segment Aspect Ratio 1stStory Shearwall Height=' =''9 = ft 2nd Story Shearwall Height = :-=8 ft. OSB - PLY GYP 1st Story Minimum Shearwall Length = H/3 5 = 2.50 ft. H/ 1.5 = 6.00 2nd StoryMinimum Shearwall Length = H /3 5 = 2.29 ft. H/ 1.5 = 5.33 ft. 1st Story Wall Length Available for Full Height Sheathing Bline_1 12.50 ft. -Lline—A 43.50 ft Bline 2 8 00 ft. Lline B 35 08 ft 1st Story Maximum Unrestrained Opening Height Hline 1 0 in. Hline A 84 in. Hline 2 84 in Hline B 84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline_1 27.50 ft. Lline_A 30 25 ft. Bline 2 24.25 ft. Lline B 19.66 ft. 2nd Story Maximum Unrestrained Opening Height _ Hline 1 0 in. Hline_A 66 in. Hline_2 84 in. Hline_B 66 in. 02/06/17 - JOB :. PRE-32026 ; JOB r PRE-32026 ` SHEET NO. 38 OF 44 _ - SHEET NO. `• 38A OF 44 _ CALCULATED BY DB DATE 1/27/2017 CALCULATED BY DB ' -DATE 1/27/2017 CHECKED BY DATE CHECKED BY' DATE Design'SUmmary Design Summary Location Force ' Connection Fasteners Required '-Reference - Location . Connection - Wall Force Spacing Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie MTS18- (6)0.1481nx1.5in nails each -Stud Connection 299 plf end Sheet 5 7116"•OSB/PLY overlap line_A 299-plf 6 in O.C. @ 16 in o.c. 2 rows of 0.1-13"x2.0"Nails 2nd Story Wall -line_B 299 plf 6 in o.c. Stud to 2nd Story Floor Band 6 Connection 7/16"-OSB/PLY overlap Itne_1 137 plf 6 in o.c. 2 rows of 0.113"x2.0" Nails line 2 185 plf 6'in o c. O 7/16"OSB/PLY overlap line_A 222 plf 6 in o.c.. c 2 rows of 0.113"x2.0"Nails - O v 2nd Story Floor - line_B 222 plf 6 in o.c = Band to-1st Story 6 N - - c Ceiling Band ; O Connection 7/16"OSB/PLY overlap Ine_1 137 pif 6 in o.c. - }, 2 rows of 0 113"x2 0" Nails 7/16"OSB/PLY overlap line_A 222 plf 6 in o.c o N _ l i 2 rows of 0.113"x2.0"Nails 1st Story Ceiling line B222 plf 6 in o.c. Q yr T�'i,:r 02/( 6/17 Band to 1st Story 6. _ - Wall Stud C Connection _ 7/16"OSB/PLY overlap line-1 137 plf 6 in o.c O _ U 2 rows of 0 113"x2.0"Nails CL DI "Note: 8d nails =0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails = 0.131",x 3,25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails'maynot be used in Seismic Zones worse than C. Az f' `c`I wt. ` 02/06/17 Note: 8d nails = 0.131"x 2.5", 10d nails =0,148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. •JOB PRE-32026 JOB PRE-32026 Y SHEET NO. 3813 OF 44 SHEET No 38C OF 44 CALCULATED BY DB DATE 1/27/2017 CALCULATED BY DB - DATE 1/27/2017 CHECKED BY DATE CHECKED BY DATE Design Summary _ - Design Summary Location Force' Connection -Fasteners Required Reference Location Connection Wall, Force Spacing Reference Sim son Stron Tie LSTA12 Roof Truss to 2nd Story Wall P 9- (10)0.148"x2 5"nails _ - - - 286 plf � Sheet 11 7/16"OSB/PLY overlap floor line_A 161 plf '6 in o c Stud Connection (5 each end of strap) rim joist min.,3" @ 32 in o'c. 1st Story Wall line_B 226 pif 6 in o c. Stud to Floor 0.113in x 2in_nails 6A Band Connection line 1 0 plf 6 in o.c. - Use 2 rows of fasteners along — O bottom edge of panel L) line_2 0 pif 6 in o.c O = U 7/16"OSB/PLY overlap sill line A. 161 pif 6 in o c. a plate 1 5" line_B 226 plf 4 in o.c N Floor Band to Sill , Plate Connection 0.113in x tin nails Sheet 7 = line 1 0 plf 3 in o c. M Use 1 row of fasteners along — (D - bottom edge of panel - line_2 0 plf 3 in o.c. Note'. 8d nails =0.131 x 2.5 , 10d nails =0.948 x3 & 16d nails=0.139 x 3.25 unless otherwise noted U �h An'equal or better connection device maybe substituted for any connection device listed. Staples; and Toe-Nails may not be used in Seismic Zones worse than C. CL M ` ~ i€ 02/06/17 , V Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed, Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32026 : JOB; -PRE-32026 SHEET NO. �38D' OF 44 SHEET NO. 39 'OF 44 CALCULATED BY DB DATE 1/27/2017 CALCULATED BY - DB DATE 1/27/2017 CHECKED BY DATE ' CHECKED BY , DATE Design-Summary = Location Force Connection Fasteners Required Reference' Design-Summary(con'd) Location Force Exterior Panel Interior Panel Reference 2nd StoryWall-line-1 7/16"OSB w/0.113"x2"nails @ 137 plf 6"o c.panel edge&12"o.c.field Sheet 18 ` Perforated nailing(exterior) 2nd Story Wall-line-2 7/16"OSB w/0 113"x2"nails @ 155 plf 6"o.c.panel edge&12"o.c.field Sheet 18 2nd Story Wall Stud to 2ndSimpson Strong-Tie LSTA12 (10)0.148=2 5in nails nailing(exterior) Story Floor Band Connection 227 plf (5 each end of strap) 11A Perforated 32 in o.c. 2nd Story Wall-line A- 7/16"OSB w/0 113"x2"nails @ - " - - 77 plf 6"o,,c panel edge& 12"o c field Sheet 18- Perforated nailing(exterior) 2nd Story Wall-line_B. 7/16"OSB w/0.113"x2"nails @ 2nd Story Floor Band to 1st Simpson Strong-Tie Tie LSTA15 -118 plf 6"ox panel edge&12"o c.field .- Sheet 18 ; N Story Ceiling Band Connection 454 plf p g (12)0.148inx2.5in nails 11A >, Perforated nailing(exterior) (6 each end of strap) - ' (One Side Only) 16 in o c E +� U) ca N 7/16"OSB w/0 131"x2.5"nails n: NR 1st Story Wall-line_1 @ 2"o.c.panel edge&12"o.c. 598 ]f 18A 1_- 1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 (10)0 1481nx2.5in nails C _p field nailing(exterior)-dblstuds' IIB a Segmented@ shtg'seams, : :,r Story Wall Stud-Connection (5 each end of strap) 32 in o c. 7/16"OSB w/0 131"x2.5"nails 1st Story Wall-line 2 @ r; 2"o.c.panel edge&12"o.c.591plf 18A O ;_� _ field nailing(exterior)-dbl studs O rs ' -„ - Segmented @ shtg seams CL _ 1st Story Wall-line A 7/16" OSB w/0.113"x2"nails @ 118 plf 6"o.c.panel edge&12"o.c.field t; ' t8A :y Perforated nailingexterior ` 1st Story Wall-line B 7/16"OSB w/0.113"x2"nails — 147 plf 6"o.c.panel edge&12"o.c.field A .� Perforated nailing(exterior) ;-_ 1` 02/06/17 1st Story Wall Stud to Floor. 227p If Simpson Strong-Tie LSTA12 (10)0 148"x2.5"nails 11B Girder Connection (5 each end of strap) @ 32 in D.C. Note: 8d nails = 0.939"x 2.5", 10d nails = 0.948"x 3" & 16d nails =0.931"x 3.25" 'unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. ; Floor Girder to Foundation 168 If Fasten on-site for listed 11B Connection P load Gable wall studs at roof level must be same, size,species and grade as wall below. They must also 'An equal or better connection device may be substituted for any connection device,listed.- Staples be sheathed and fastened the same as wall below. - and Toe-Nails may not be used in Seismic Zones worse than C. - JOB PRE-32026 -JOB PRE-32026 r SHEET NO 39A OF -44 SHEET NO. 40 OF 44 ` CALCULATED BY 1 DB DATE 1/27/2017 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) .. Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered Location Force Exterior Panel Interior Panel Reference of 0.131"x3" Nails at `8 -- in o c. Location Force Connection Fasteners Required Reference 2nd Story Module to 1 st Story Module-line_1 (1)Simpson Strong-Tie CS16 - _ = 201 Ib" strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1 st Story Module-line-2 (1) Simpson Strong-Tie CS16 , 583 Ib strap (22) 10d nails ea strap - Sheet 21 2nd Story Module'to 1st Story line_A Dead Load of Structure is OK Sufficient to Resist 0 Sheet 21 A Overturning Load U) — - - in 2nd Story Module to 1 st Story W Module-line_B Dead Load of Structure is ; OK Sufficient to Resist 0 Sheet 21 7/16"OSB w/0.113"x2"@ 2" Overturning Load cc 1st Story Wall-line_3 o.c panel edge&12"dc field p 532 plf nailing(exterior)-dbl studs @ 18B . U tSegmented shtg seams 1 st Story Module to ; N Foundation-line 1/2 in min concrete-cover and ,L 5330 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1 51n 21A yM v STHD1`4RJ _ - • t L from corner > ; -`}• 1stStory Module to _ _ Foundation-line 1/2 in min concrete cover and Simpson Strong-Tie- 5271 Ib STHD14RJ (30) 16d sinkers, locate 1.51n 21A i -: -- _ - r,,. . . fror�:eoFher�•;w_ 1 st Story Module to 2� 02/06/17 Foundation-line A Dead Load of Structure is sr ; OK Sufficient to Resist f ` , 0 r =t 21A Overturning Load ff '1st Story Module to '- -`;SFS -64 Foundation-line_B Dead Load of Structure is '- , - -"`Yt� r 02/06/17 OK Sufficient to Resist 21A Note: 8d nails = 0,131"x 2.5". 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Overturning Load An equal or better connection device maybe substituted for any connection device listed, Staples r and Toe-Nails may not be used in Seismic Zones worse than C. Note: 8d nails =-0.131"x 2,5", 10d nails =0.148"x 3"& 16d nails=-0.131"x 3.25", unless otherwise noted Gable wall studs at roof level must be-same,size,species and grade as wall below. They must also An equal or better connection device may be substituted for any connection device listed, Staples be sheathed and fastened the same as wall below. and Toe-Nails may not be used in Seismic Zones worse than C. _ JOB PRE-32026'_ „ JOBPRE-32026 Y SHEET NO - 40A OF • -44 SHEET NO. '41- OF 44 ; CALCULATED BY'. DB DATE - 1/27/2017 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE CHECKED BY DATE- ' Design Summary(con'd) = Design Summary (con'd) An equal or better connection device may be substituted for any connection device listed. Staples' Note. Corner Studs &.Built up Column Studs to be fastened together w/2 rows staggered, _ and Toe-Nails may not be used in'Seismic Zones worse than C, of 0.131"x3" Nails 2t' ` = in o.c.• All fasteners into sill plate must be corrosion resistant. , Location Force Connection -Fasteners Required. Reference Location Force Connection Fasteners-Required 'Reference 0 131"x 3"toenails Roof to Wall Plate Connection 1201b 2 23 0.131"x3.0"Nails in_ -End-. 'Top Plate to Studs& Bottom 120 Ib Grain. NA 23A Plate to Studs 2 per stud 0 131"x30" Nails Bottom Plate to Floor 90 plf NA' 23A 16 in o.c.. 1st Story Module to t•j'�'�'` 02/06/17 _ O - _ r 'L Foundation=line_3 Simpson Strong-Tie 1/2 m min concrete cover and U 51231b (30) 16d sinkers, locate 1 5in 21B >� i STHD14RJ from corner _ > N O 0.131"x 3"toenails. • r-•'�=__ - •-- %� .�:�= - 2nd Story to 1st Story - s3r Connection-line 1 &line 2 257 pif @ 5 in OC N/A 25 - ` 0.131"x 3"toenails. 2nd Story to 1st Story 86 plf @ 6 in OC N/A 25 {4 r• t ?� Connection-line_A&line B c5:-,�r`F Simpson Strong-Tie LTP4 or 1st Storyto Sill Plate A35 . "`-- Connection-line,1,.2&3 677 plf (12)0 131in x 1 1/tin nails 26 @10 in OC 0.131"x 3"toenails. 1st Story to Sill Plate 133 plf @ 6 in OC N/A 25A Connection-line A&line B Note:' 8d nails = 0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails =0,131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed.- Staples Note: 8d nails =0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0,131"x 3,25" unless otherwise noted and Toe-Nails may not be used in Seismic Zones worse than C. - JOB PRE-32026 - JOB PRE-32026 SHE ET-NO. - 42 OF 44 SHEET NO 43.- OF 44' CALCULATED BY UB DATE 1/27/2017 'CALCULATED BY " UB DATE 1/27/2017 CHECKED BY DATE -, - x CHECKED BY DATE -Design S oma' - coy' .'A`'" 02/06%17 Design Summary (con's) 1 �' �. Sheathing Connection -Reference. MAIN ROOF:' 130 plf 0.113"x2"nails at 6"o.c panel edge nailing and 12"o.c.field Location Force Connection Fasteners Required Reference Roof Sheathing 7/16" OSB (Unblocked) - -nailing Sheet 29 Truss Bottom Chord or Ceiling 0.131"•x 3.0"Nails toed Shear OVERHANGS: Joist to Endwall Top Plate 229 plf _ 23B 6 in D.C. edge &field @5inOC � •, 0.113"x2"nails at Wall Sheathing 41'plf s 7/16" OSB6"o c` panel edge nailing and Sheet 33 Non Shear Wall Suction 12"o c.field nailing ? 224 plf 0.113"x2"nails at 6"o c `panel Floor Sheathing " 5/8in OSB (Unblocked) edge fastening and 12"o c`, Sheet 31 Shear field fastening - Location Connection Reference - -'y _0 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Sheet 36 Ridge Connection"6" �V//� ` -- - :� - _ - 0.131"x3.0" nails toed ' jj CD CD - r *r 02/06/17 U 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Sheet 36 1 Flip Connection"5" 0.131"x3.0" nails toed Oco U LO 00 LO Kneewall Connection"9" _H8 & (2) 0.131"x3 0"nails toed Sheet 36 W 2nd Floor Endwall Mateline- Top Plate to Top Plate/ 3142 Ib 2 Simpson LSTA30 Straps (22) 0.148in x 2.5m nails each NA U) Ceiling'Rim to Ceiling Rim strap y across Mateline 2nd Floor Endwall Mateline- Location .Force Connection Fasteners Required Reference (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3142 Ib 2 Simpson LSTA30 Straps _ strap, 542 pif sliding 2"square washer w/1/2"Anchor Mateline p- Sill Plate to Foundation@ 24 in OC - and Bolt(Assume 1/16"oversized hole) 27 0 Connection-line_1 &2 1st Floor Endwall Mateline- Q 0 plf uplift 1/8in thick min.washer required Top Plate to Top Plate/ (22)0.148in x 2.5in nails each :p _ 4359 Ib 3 Simpson LSTA30 Straps NA v 677 plf sliding 2"square washer w/1/2"Anchor Ceiling Rim to Ceiling Rim strap O Sill Plate to Foundation ' _ Bolt(Assume-1/16"oversized hole) @ 12 in OC 27A across Mateline r and - O Connection-line 3 -, - 1st Floor Endwall Mateline- O 0 pif uplift- 1/8in thick min.washer required (22)0.148in x 2.5in nails each U Floor Rim to-Floor Rim across 4359 Ib 3 Simpson LSTA30 Straps - strap NA- _ 133 pif sliding 2"•square washer w/1/2"Anchor @ 60 in OC Mateline O Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) 27B Connection-line A and 145 plf-uplift 1/8in thick min.washer required - - C Note: 8d nails=0.139"x 2.5'; 10d nails 0.148"x 3"-& 16d nails=0.139"x 3,25" unless otherwise noted133 If sliding . O P 9 2"square-washer w/1/2"Anchor @ 60 In OC LL - Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) 27C An equal or better connection device maybe substituted for any connection_ device listed Staples Connection-hne_B and and Toe-Nails may not be used in Seismic Zones worse than C. 147 pif uplift 1/81n thick min washer required 8d nails =0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails = 0.131"x 3,25"unless otherwise noted- An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than,C. i JOB - PRE-32026 _ •_ - - - - _ JOB � - ° ' `PRE-32026 � _ - - - - � _ - _ , -- - - - ti SHEET NO. 43A OF 44 SHEET NO: 44 OF 44 CALCULATED BY DB DATE 1/27/2017 = --CALCULATED BY DB_ DATE ' 1/27/2017 CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) Design Summary(con'd) Location Force Member Sizes Splice Conn.-If Req. Reference , Location Connection Reference 2nd Floor Double 2x6 Top Plate-No - Splices „ 1 114"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) 62851b Sheet 19 .0 Ridge Connection 7 0.131"x3.0" nails toed 36A Endwalls a Collar Tie Connection Per Truss Print 36A 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of U 1 1/4".x 20 ga steel strap w%(7) 0.131x2.5" nails each end & (2) Splices& 0.131"x 3.0" Nails @ 8 in oc Flip Connection 6&8 36A 15531b Sheet 19 M 0.131"x3.0" nails toed Sidewalls cD Kneewall Connection"15&17" H8 or LTS12 36A 1st Floor Double 2x6 Top Plate-No • U - ' ' Splices U N 124531b Sheet 19 N _ Endwalls Double 2)10 Perimeter Rail- O No Splices i Mateline Connection"16" Sheathing Lap w/(10) 0 131"x2.5"nails each side, 36A U p F' 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of @8inoc Splices& 0.131"x 3 0" Nails tt 31031b, Sheet 19 Sidewalls Double 2x10 Perimeter'Rail- Stagger 2 rows of _ C With Splices& 0.131"x 3.0"Nails @ 8 in oc CI 02/06/17 Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise -Minimum Splice Length is 4 ft 8d nails =0.131"x2.5", 10d nails=0.148"x3"& 16d nails =0.131"x3.25"unless otherwise noted 8d nails =0.131"x 2.5'; 10d nails =,0.148"x3"& 16d nails=0.131"x3.25"unless otherwise noted An equal or better connection device maybe substituted'for any connection device listed, Staples An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. and Toe-Nails may not be used in Seismic Zones worse than C. 20'-0"MIN.BUILDING LENGTH - - Y _ - FIELD - N O T E S _ pT L EXTERIOR LIGHTS FIRE SHIPPED LOOSE FOR FIELD INSTALLATION BY BUILDER. 4257 4257 4257 3037 4257 _ ___ _____ ______ 2' INIDSTJALLATIONBY BUILD SHIPPED LOOSE FOR FIELD ______________ 42574257 4257 2 42574257 a ❑O " F ND SPLASH BLOCKSqREURNII3 STOOPS,STAIRS,HANDRILt K Ian SHFD qND INSTALLED BY - NOTE alp 2 CODESRNACCORDANCE, . - 4 BASEMENT WINDOWS ARE OPTIONAL AND INSTALIFD BY OPTIONAL BEDRCOM - _MIIN.PREA:70 SF ll NOTE a3 10 .- 146 ��- BUILDER11,' 1,• (' NOTE alb OM 5 PED LOOSE FOR FIEID INSTRLLRTION B BUILDER NOTE a3 ry �CHW I OPT DR KITCHEN5THE LAST ROW OF SIDING BOTH FRONT FIND REAR a mvl,��, - j i WHiI I - UTILITY I --- - 6 MASONRY VENEER OR FOUNDATION SIDING SUPPLIED I FIND INSTALLED BY BUIIDER- oV-11"MIN. ,1`_ 'I I•-- '` ----'T-0'MM _______ , ' 7 TERMINATION HQGHi OFMETALL'HIMNETS FIELD z X i i ' O HISLTEDHE PERr OWT BUILD U EDRERTHE PAF THE SS MTFMRU3THE ROOF FIND I TA T-0"MIN t 1 P I r l 1 1 _ _ OPTIONAL DR.FAMILY ROOM " i e , i i Til ' ' 9 ll MIN.PREP.70 SF rte______________, I I I I,1 ' 11 ll B DORMERS RRE OPTIONRL SUPPLIED BY MANUFACTURER ____ NOTE a5 i i______________;� I N--, 1I III I ` 6 IN5TRLLED ON SAE BT BUILDER 9 IF GARAGE IS SPECIFIED.DOOR AND FLOOR RRE-THE - 11 ll b z 1 1 11 2 1 I I BUILDERS RESPONSIDILITT. FAMILY ROOM HALL m ll NOTE a9 ii RLT STAIRS ,'� ii I �`` i� Iii BSEEEONT O8c R LIVING ROOM , I DEN I, 1 t 1 ��,I OFT BEDROOM 10 RIDGE VENT SHIPPED LOOSE FOR FIELD INSTALLATION BEDROOM -,ll 11 -------•`-- - -_,i BY BUILDER SEE GENERAL NOTES-2:NOTE-10,FHT 3b r 'I DINUNG ROOM -- ' Iy ' LIVING ROOM , i I I ll .____ MIN.AREA:NOTE=2t ,:1p 1 I I I NOTE a5 o o I I 1 IO``, „__I 11 __ LIVING ROOM ,ll�` i j - , `--- -- MIN.RRFR ,I 4257 4257 1 4257 4257 BEDROOM •' NOTE a17 NOTE-21 T-0"MIN. 7-0"MIN. i' , i I i 1 710"MIK 1116"MIN. i i 7-0"MIN. 'I PIAN SHOWING RLT. HALL LOCRTTLIN OPTIONAL BEDROOM 11�-1L '9 y' DIMENSION VARIES WITH WIDTH OF UNIT B' 1 I SCALE' I •� ` 'BEDROOM ' BEDROOM t1 1 MIK AREA:70 SF , ,, I DINING ROOM ,I NOTE MIN.RREFI:70 SF LL'-6"MIN NOTE: FLOOR I pp �, =14 i i OEM.VARIES WITH WIDTH OF UNIT 13'I F MILY ROOM i i UNIT LENGTHS.UNIT WIDTHS,HIM ROOM DIN'S,AREAS FIND NOTES I L 0 O R PLAN NOTES Tt, 11 NOT 11 - -_, I MIK RRER'70 SF 11 FROM TYP FLOOR PLAN SHALL APPLY.�i2 _ ;ii i�l ` - ii a3F��! ii I i i i ii L WINDOWS AND DOORS ARE INTERCHRNGRBLE WITH THOSE -• 'I 11 „ I T-- I , I •� I I _ SHOWN ON 5HT 3.PROVIDED LIGHT,VENTILATION -- ------ I,______,._- .______ m „ I Ii 4257 4257 3037 2 Z WINDOWSSWiLL B�EEFO ED TO PROVIDE 8R LIGFfT 6 4R --- 5 ARE MET. /::=�_ 1 ,------ --- ------------ _,I VENTILATION R5 ROOM SIZES CHRNGE_ _________;______r_______, ED 3 SEE SHY 6a FOR ALTERNATE IO.TCHEN 6 BATH LAYOUTS, - 4257 4257 4257 4257 4257 KITCHEN/OWING 4 WINDOWS RE AVAILABLE IN MOST BATHS LOCATED ON LS OPT BEDROOM ---------- 5 MARRIAGE WALL MAY BE OMITTED,PROVIDED THE CLEAR SPAN DOES NOT EXCEED THOSE SHOWN IN THE !0 CEILING OPEN 5 CALCULATIONS MANURE it :TO SECOND FLOOR 6 SHUTTERS ARE OPTIONAL 10'-O'MIN.LENGTH OF MODULES ll u o SEE SHT Sc 7 S AIR MAYCE IS NOT USED AS FORM A TILT rSHER/DR. I FOR DETAILS 6 OR A WH MAY BE INSTRII BY OTHERS 24"CLEAR YER 64'-D'MAX LENGTH OF MODULES ' ' NOTE s15 WIDTH MIN WATER HEATER ACCESS (09-15 IRC) AS SHOWN ON ORq OFFSETS 1 5 8 WITHIN FULL,3/4 OR 1/2 BATHS MqY BE ADDED UNITS MHER IAT HAVE OFFSETS ASIDES ADJOINING UNITS E BEDROOM ;-__---____ WITHIN THE UNIT OOF VARYING WI UNITBOTH S VARYAEG LENG�iHs"�UNITS MAY TYP FLOOR PLAN - MINIMUM ROOM DIMENSIONS,AREAS,LIGHT,VENT AND BE ROTATED 90 EGRESS FOR HRBITRBLE 5PRCES SHALL BE COMPLIED MAXIMUM AREA OF ANY ONE FLOOR IS GOVERNED" SEE SHEET 3b,GENERAL NOTES-2,NOTES-13 6-17 LIVING ROOM WITH. BY THE RPPLICRBLE BUILDING CODE 9 HALL AL 8E Y CATEDBE: IN FRONT OR REAR MODULE SCALE:L4"=1'-0" 10 THIS WALL MAY BE OMLT7FD OR EXTENDED TO FORM MIK NUMBER OF MOOULFRS=2 - 4257 4257 1 4257 4257 AN ARCHWAY MAX NUMBER OF MODULES=6 I1 THE NUMBER 0p WINDOWS SHOWN WILL VARY WITH FOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS, THE INDIVIDUAL FLOOR PLAN. SEE SHTS 7b,7916 71,71,7n,70,Ba.Bb,Bc IZ FOR PLRN SHOWTNG OPT I OFT MOnFI GENERAL LLNOTES- 2-NOTE PLATE DATA ON ON 3b•SEE 1 3 FOR SCHEDULES RNO GENERAL NOTES. SKIS ` SCALE:1/8-P-O" SEE IS 3a AND 3b 14, THIS BATH MAY SERVE 1 OR 2 BEDROOMS IS CEILING OPEN TO SECOND FLOOR MAY BE IN ONE MODULE ONLY SEE SHT 8c FOR OPTIONAL LOFT CONFIGURATIONS 16. V-Q"x I(Y-T CRNTILEVERED BALCONY OF TREATED LUMBER I5 AVAILABLE ON MOST MODELS 17. MIK WIDTH FOR STAIR OPENING I5 T-O' --- 10 FOR OPTIONAL CLOSET CONFIGURATIONS. SEE SHT be- i I - I OPT WINGED GRSLE ` SEE SHT 8b i NOTE,ALL HANDRAILS BY BUILDER FOR EXTRA TRUSS/RAFTER REQUIREMENTS . , HEIGHT.34"MIN.38°MAY FLOOR PLAN NOTES CON T SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL ON LOWER ROOF SECTION DUE TO SNOW ' - 4 a DRIFT,FEE THE CALCULATIONS MANUAL I t , i OPT DORMER, , , , , I SEE SHT Be I , t 1 19 DOUBLE 4°HORIZONTAL VINYL SIDING SHOWN,OTHER I SIDINGS ARE AVAILABLE. SHUTTERS OPTIONRL 1 I I I I i i i z 20. INTEGRAL GRRAGE5'SEE PAGE 9c1 6 9c2 FOR DETAILS) --- 21 2000-2012 IRC-E0.DWELLING UNIT TO CONTAIN OI MIK 120 FO-FT.HABITABLE ROOM. ALL OTHER HITABLE R OM5 70 50 FT MINIMUM. NOTE a20 i 2D1SS IRC-ALL HRBITRBLE ROOMS TO BE 70 SQ. FT MINIMUM 1 1 _ _____, ___________ ___________ __ _____. NOTE _ a17 1 r I I Zi 1 i EI FIELD NOTE a9 FLR. STRAIGHT STRTRS "I " STRTRS NOTE:FOR STAIR DETAILS,SEE SHT 4e DMSION ODEPPATMENfOFSTATE FBUILOING STANDARDS AND CODES FRONT ELEVATION "B"" '"'�"-0°°' Sbmp al Applovsl fsf•System,tlsdal or Csmpanenl SCRLE: 1/4"=1'-0" M1387 2016-061 10/04/2016 JRO MmWacbun's No. App°..brt W O.W AAppra'd NOTICED,— IsappGmb a*bIls c ryaellsd B"lr]or/mandatlured buM ps(Maddar)Belare fa9i�edmdassem11a1al Be lad maMadurers FmTdy SEE SHTS Be,Bb.8c 6 8e ACCESS PANEL LARGE ENOUGH 4 Q`12 TO REPLACE WFITER HEFlTER JhgR Add...PE,Asd°B Dusm 0 IAndmedesRA jOPT.SHED DORMER,SEE BHT7I �9FOR OPT.DORMER DETAILS i9cr 1224"CLEAR WIDTH MINIMUM(09-15 IRC) W}{------ ,-T-_, ------, - -----=r; 13 o MASTER SERIES �;_irf�' CRPE MODELS t/ S� FLOOR PLRN, ELEVRTIONS & NOTES ft 1i i CRAWL SPACE OPTION MUNCY HOMES, INC. I I 1 I `T' I I ' I ' I I •T' 1 I ' SCRLE:1/4-1'-O" 1567 PR ROUTE 442 MUNCY, PR 17756 RFRR FI FVRTTON I EFT STDF FI FVRTTON RT,HT sTn (FVRTION DRN BY DRTE SCRLE REV. 5HT NO scRLE DATABASE NAME MJL 3-22-91 SHOWN 6-01-2016 2b 02\2b 20-G"MIN.BUILDING LENGTH 20'-0"MIN BUILDING LENGTH FIELD NOTES _ - L EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 10'-0°MIN LENGTH OF MODULES _ - 10'-0"MIN.LENGTH OF MODULES - INSTALLATION BY BUIIAER. „ 64'-0"MAX LENGTH OF MODULES 64'-0"MAX LENGTH OF MOOl11.E5 2. SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD qL INSTALLATION SY BUILDER FLT.LOCATIDN OF --- -- I K var m Hol�"nz I yr 1ea,r°Asan 4257 4257 WITH OPT TION VENTS 3 STOOPS.STAIRS,HANDRRILS.GUTTERS.DOWNSPOUTS, ' i'xwAf1 DPT.GA6RAGE WIT}{ ______ ------ ____ • qNO SPLASH BLOCKS PRE IS1iE0 RND INSTgLLEO B7 ❑ BUILDER IM ACC NOTE WITH STATE ANO/OR LOCAL NOTE a3 , �� I 11 1 K vort I C00E5 4. BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY DEN FAMILY ROOM ALT" i� BUILDER - II CLOSET T-0°MI IF D a BEDROOM S. RLIDGFRUBOTH FIRER:70 SF B2THMaW SIDING FOR V-0"MIN FIELD INSTALLATION BY BLE DERRLT CLOSET _ - 5 ❑ nnr Ia yorunlart ` I ❑ .I,I III II OIva woar a oa -0° I 5•�❑___.,i+I 4,_ll, II In I II I ' qMN70SRONNRNSRYTgmOR FOUNDATION SIDING SUPPLIED ___1INOTE Y BUILDER eOPT OIBATH a2 MIN.BATH • 7 OPT FAMILY ROOM NOTE n3 OPT NOOK 7 SME. EITOFSMTALBEME3SFOL OPT.BEDROOM UELL _- - -:--- --- 7-0"MM MIN AREA:70 HI NOTE - TGESONWHERE THEY PASS THRU THE ROOF ANDMII•L ARA70 SF R 2•HIGHER THAN THE PEAK g _ I II ' g❑ ° - I n II 8 IF GARAGE IS SPECIFIED.DOOR FlND FLOOR RRE THE I i KITCHEN i 1, i i ��`` I i i '� i i i 1 GUIDERS RESPON51BILITY E L •r I I ❑ 1 T-0"MIN. ` I I _ Il - _ _, _______-__T:__________':�� .� _'�❑ '1 9 RIDGE VENT SHIPPED LOOSE"FOR FIELD INSTALLATION I I NOTE aZ2 I ` I I I va nxa ll -,I 10 I } L BY BUILDER SEE GENERAL NOTES-2.NOTE 230,SHT 3b 4 I roan IXaw as nn. I i,___ 46 :,1 ii NOTE/�m i ll NOTE a9 f� ii 2❑ NOTE a9 I ' ,_____, •� LO II n -. 219 I RLT II Imo______, i i ------- UTILITY _________ UY11 NOTE a5 NOTE a5 NOTE a5 _ I I 7 t 1 1 1 1 1 a I I l i SEE NOTE n27 ]��yi n �� _ l .K II ALT I_I III I •:' II ,1 Il mel I I I I I I II II FLOOR PLAN NOTES I n I I 1 1 1 11 tl a r- II w W II IISTAIRS V I I I iE], II II a IL_____ II 5 11 T-0"MIN. o II I 1 I I I I 14 II it NOTE 214 II 7`9'�y L WINDOWS qN0 DOORS ARE INTF]2CHRNGRBLE WITH TH05E p p I Ir_____+___�=_�r, 1 T-D' li ii II ____n II SHOWN ON SHIT 3a PROVIDED LIGHT.VENTDAEON 0 o I -----' II �y 6 EGRESS REOUIR 16 RRE MET. MIN AREA: II II ii IL_____TI II 20'-0"MFlX II FAMILY ROOM n u I I 2 WINDOWS WILL BE ADDED TO PROVIDE 8$LIGHT 6 4R wo t NOTE 229 �. 11 II n I I I I DEN >= i r_____I I n I l VENTI1iTION RS ROOM SIZES CHANGE x II NOTE a25 ITi1 NOTE 214 -' i~ II BEOROOM _ I�_____TI n I 1 11'-6"HII•L I - I I I I < 3 SEE 5HT 6.FOR ALTERNATE KITCHEN 6 BATH LAYOUTS MIN.AREA:70 SF 1 I I.1 MOST BATHS LOCATED ON g II IL II FOYER DIM.VARIES `i - I I II IL_____11 I T-0-MM 1 N 4 WINDOWS ARE pVRLRBLE } I I BEDROOM 11 WITH WIDTH I I I I n I I rr EXTERIOR WALLS X it DEN IL-_--_11 OF UNIT OPT DINING ROOM I I+' II II II II - I i ALINING •• 11'-6"MIN OMM AREA 70 PT.FAMILY OOM f''WINDOW RELOCATED ff i I I T-0"MIN I t BEDROOM I I w S. CMLR�RAGSEgR00ESRryOT BE T}iDSE SHOWN IHN II OPT GARAGE I5 PROVIDED II II �� MIN RRER'70 SF �� o CALCULATION MANUAL 0 0 �1 MIN AREA:NOTE a29 DIM.VARIES WITH WIDTH OF UNIT it it II T-O"MM 11 11 z 6 RLL ROOF PITCHES SHOWN ARE 5/12 UNLESS OTHERWISE En 10 I I II NOTED. II •" 1I ALL HRNORpTILS BY BUILDER ., I i -______i______'7____ I I I I I I 7 CATHEDRAL CEILINGS AVAILABLE IN MOST UNITS, I I HEIGHT:34"MIN 38"MAX n I __________,t SEE BHT 7f I.___-______�______�____ FOR STAIR DETAILS.SEE 5HT 4n I 4257 4257 ___________, `'---' -----j---- OPT DRESSING RM 8 ADDITIONAL FULL 3/4 OR v2 BATHS MAY BE ADDED -.I q5 SHOWN ON DRAWINGS. 4257 OPT"CLOSET 4257 - WITHIN THE UNIT MINIMUM ROOM DIMENSIONS.AREAS, 4257 42''-7 ❑ ---------- UNITS gM7AY HAVE OFFSETS.EANN�O/OR ADJOINING OPT BEDROOM LIGHT"VENT AND EGRESS FOR HABITABLE SPACES 4257 4257 UNITTT5 MAY ITHER OR B4OTTH ENDS RNgNDAVgRYING OPT.DEN SHALL BE COMPLIED WITH " p LENGTHS UNITS BE OFVARYING BE ONE FIR TWO OPT"OPEN FOYER-SEE NOTE 228 9 HALL MAY BE LOCATED IN FRONT OR REAR MODULE FIRST FLOOR PLAN STORY AND MAY BE ROTATED 90 MIN HABITABLE AREA:70 SF IM 21IS WALL MAY BE OMITTED OR EXTE)OEO TO FORM MAXIMUM AREA OF ANY ONE FLOOR I5 GOVERNED FW B7 THE AREA BUILDING CODE - M��N,NUMBER OF MODULES=4 IL SHUTTERS ARE OPTIONAL SEE SHEET 36, GENERAL NOTES - 2, NOTES <13 6 :<17 MHX NUMBER OF MODULES=9 SECOND N D F L 0 0 R PLAN 12 FOR LABELS A D ORTR PLATE LOCATIONS.SEE SCRLE: 1/4"=1'-0" FOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS. GENERAL NOTES-2.NOTE a7.51-IT 3b -- SEE SFITS 7f.79.71,7k,7k1 7.7m 7n,70,Be.86.ed SEE SHEET 3b. GENERAL NOTES - 2, NOTES x13 d F17 13 FOR SCFEDULES RN0 GENERAL NOTES. I SEE SHTS 3a RNO 3b. _ 14 FOYER MAY HAVE 7'-6"MIN CLG HGTH OR MAY BE OPEN FOR 9/12 OR 12/12 ROOF OPT SEE SHY 79 SCRLE' 1/4"=1'-0" TO SECOND FLOOR C6"MIG 12 12 I 7.9or12 `�7.9.or12 I 15 UPPER LEVEL MRY BE SET FLUSH WITH LOWER OR I I OVERHANG LOWER UNIT SEE RCTUAL FLOOR PLAN. Ifi INDIVIDUALDFLOOR PDLORNS SHOWN WILL VARY WITH ' `Id ' ` 17 LOWER LEVEL MAY BE LONGER THAN UPPER THIS FIRER ~I i____i I OPT.DORMER, ; i i• I I 1 I SEE 5HT I I I I NUMBER OF RISERS CAN VARY ��na+ MAY BE HABITABLE OR GARAGE , I I 8a OR Bel I I 18 DOUBLE 4"HOR17ONTRL VINYL SIDING SHOWN,OTHER SIDINGS ARE AVAILABLE. I I I I •I I I I ______ ' CLG --------- FOR EXTRA TRUSS/RAFTER REQUIREMENTS ON LOWER NUMBER OF RISERS CAN VARY ------ ROOF SECTIONS DUE TO SNOW ORIF-f.SEE ------ SECTION a2 OF THE CALCULATIONS MANUAL -----_ SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL lotEillTHE WIDTH OF WINDER TRER0.S AT q FLOOR PLAN NOTES CONT. / qELM FRO NOT MORE TERN T INCHES 19 ATTIC ACCESS GES: ' ®®q I I I I I I FROM THE SIDE WHERE THE TREADS 2R INTEGRAL GARAGES:SEE PAGE 9c1 6 9c1 FOR I V I I I ARE NARROWER SHALL NOT BE LESS DETAILS THAN 10 INHES AND THE:MINL`1UM NOTE e17 I I i i i i 111 WIDTH OF ANY TREAD SHALL NOT BE 2L NOTE OMITTED 22 THIS CHRSE IS FOR EIECTRICRL OR FOR PLUMBING 1 i i i i i LESS THAN 6 INCHES IT CRNNOT BE USPD FOR FLUE MUST BE FIRESiOPPED FIR NOTE a20 I RT CEILINGS.ANY CHASE REQUESTED B7 BLOR FOR _ I FLUE MUST HAVE MIN 2"CLERRRNCE TO COMBUSTIBLES CLG __ I 23 CRO55 HATCHED AREA IN FLOOR CLG IINUICR7E5 _________ __________________ PLUMBINGCONNECTIONSCONPNEBCTIIS B B DIlDTER.RLLOW ON SITE ®® ALTERNATE STAIRS °_r_____*_____7_, i 24 FOR OPTIONAL ELEVATIONS,SEE 5HT 2F I 1 I I I i SCRLE: 1/4"=1'-0" 25. MIN WIDTH FOR STAIR OPENING I5 3'-W- I I I I I I 26. FOR OPTIONAL CLOSET CONFIGURATIONS,SEE 5HT 6e_ I i 27. WRIER OPTION HEATER[ELECTRIC ONI_Yl IF CLEAR SPACE OPTION IS SPECIFIED 24"CLEAR WIDTH MIN - / WL / I i_----I-----I I I WATER I"ERTER ROCE55 (09-15 IRC) I 28 (NY)FOR UNITS LOCRTED IN SEISMIC DESIGN CATEGORY z i i I 0 0.OPENINGS IN THE FLOOR OR ROOF SHALL NOT FLP• E FIELD NOTE aB i 10'-0"MIN m TI VE QZI ETWRTORR50ERCT OF THE LEAST FLOOR OR ROOF OIMENSWFL 29. 012 IRC- DWELLING UNIT TO CONTAIN O)MIN.120 SO.FT HABITABLE ROOM. RLL - 42>7 4257 OTHER HABITABLE ROOMS 70 50.FT.MINIMUM. 2015 IRC-ALL HABITABLE ROOMS TO BE 70 SO. P.T.MINIMUM. DEPARTMENT OF STATE FRONT ELEVATION SCALE: v4"=1'-0" DMSION OF BUIIDINGSTANDARDS AND CODES ALBANY.NY 12131""" ------------------------ u u FR DEN GM M1387 2016-061�elal 10104/2016 :=` I 12• �` 4.5.7.9or12 ,� ��� 4.5.7.9ar12 - M.d bm w.No Aypficafian Na Dem of ptoyel E Y ROOM 0 f' a 7.2u12 f `3 I 4_-___-_ ______� 4_ -_� r - NOTICETm xppvrala w-blemylollmaueyur,Al r(Ve meop.-hew I I _____ ____ buWvryBlModlmd Nal are)�n�ed anlasem6dal Ne pent—,Way Ttpppo ll d ba rah.Nemamd"eucfivn 1"fd ulna encs -- ---IIONALg AA A"d dYvNk e� ro pva trJ Nemd Da�EKa sae lDTv 00 srFl� J .eobn(LAEBarm,BEA.UgDD IA"Nee'. -' CANTILEVER VARIES PLANUWIDTH. REFERENCEECTIONWITHHIN��CMAL r id MASTER SERIES _ a _ I i- 2 TWO STORY MODELS I i l l i iii i, OPT.OVHG i OVHG1 �fp FLOOR PLRN, ELEVRTIONS & NOTES 07 ef1ESTK�� MUNCY HOMES, INC. I I I Il I I I I II I I I I 1567 PR ROUTE 442 PLAN W/TYP, OPT OFFSET MUNCY, PR TE RFTRR )FVRTTON I FFT STDF FI FVRTTON RIGHT SMF FI FVRTTON SEE SHT 2E-1 FOR OPT. ELEVRTIONS 7756 SCALE:vB=r-G SCRLE: 1/8"=1'-0" DRN 8Y DRTE SCRLE REV SHT. NO DRT 02\2 NAME MJL 3-22-91 SHOWN 6-01-2016 21 ELECTRIC CIRCUIT SCHEDULE SEE NOTES x7 FIND-8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE NO DESCRIPTION WIRE BKR POLE -NO, SIZE U VRLUE S'F' MATERIAL FINISH TYPE IDENT. N0. U VRL LIGHT VENT TYPE MRX FLR EGRESS MATERIAL SHGC IDENT. NO. U VRL LIGHT VENT TYPE MRX. FLR EGRESS MATERIAL SHGC G q N RRER SF CLR. SF RRER SF CCR. SF 1 GFCI SMALL APPLIANCE 12-2 WIG 20 RMP SINGLE EXTERIOR DOORS-RLL GLRSS TO BE SAFETY GLAZING RNDERSEN ' RNDERSEN SILVER LINE SERIES 2 GFCI " 1 36"x80" 020 - STEEL PTO BLANK 2257 035 498 302 DH 6225 - WD-VINYL SH-DFL 5H-ON SH-OH SH-DH 2e GFCIJ SMALL APPLIANCE(OPT) 1A 027 (167 " 2 LITE 3037 035 446 258 OH 557S - WD-VINYL 2259 1 0.29 1 5.93-543 291-307 SH-0H 70.25-6798 - VINYL Zb GFCI SMALL RPPLIRNCE(OPT) " 18 " 035 550 ^ 9 LITE 3449 035 748 422 OH 9350 - WO-VINYL 3037 029 S33-495 243-2.61 SH-DH 6075-6188 - VINYL 3 GEN.ILLUM.AND OPT HWBB TOE HTR. 14-2 WIG 15 RMP " IC ° 035 8131 ^ _ 15 LITE 3455 EGRESS 035 10.48 598 OH 13100 59 WD-VINYLOH�79 3449 029 859-&09 402-427 SH-DH 10050-1OL13 - Vvm 4 GFCI BATHS) 12-2 WIG 20 RMP 10 36'x80° 027 L70 BLANK W/1 SIDELITE 3476 EGRESS 035 1272 713 DH 15900 71 WO-VINYL 3837 029 705-663 321-342 SH-DH 8025-82.88 - VINYL 4e GFCI WHIRLPOOL TUB(OPT) IE " 027 237 ° ° 2 LITE W/1 SIDELITE 3857 EGRESS 035 1031 5.73 DH 1288B 57 ND-VINYL 4237 029 791-747 36-392 5H-0H 9000-9338 - VINYL 46 GFCI ADDITIONAL BATHS(OPT) ° IF 035 7209 LITE W/1 SIDELITE 3069 EGRESS 035 1289 573 OH 14325 57 WO-VINYL 3565 EGRESS 029 1219-LLSS 581-613 SH-DH 14525-14438 59-61 VINYL 4c GFCI ADDITIONAL BATHS(OPT) 1G 36'x80^ 027 340 BLANK W2 SIDELITES 4257 EGRESS 035 1164 641 - DH 11,550 - 64 WO-VINYL 3859 EGRESS 029 1205-1144 571-602 5H-OH 1427S-143110 57 -60 VINYL 5 GENERAL ILLUMINATION 14-2 WIG 15 RMP 1H •' 027 4,07 2 LITE N2 SIDELITES 2936 034 520 48D C5MNT 6500 - WD-VINYL. 4257 EGRESS 029 1302-1241 fi16-646 SH-OH 15400-15513 62-6S yII,ryf- DH- 5 11 035 690 " 9 LITE W2 SIDELITES 2950 EGRESS D 34 920 840 CSMNT 11500 7 6 WO-VINYL SK--0.25 7 " " " 11 - 36'x80' 020 - BLANK CLA53 V(I HOUR) 5760 EGRESS 0341830 1670 CSMNT 228.75 76 WD-VINri C5=030 2548 026 541 446 'CSMNT 67.63 _ V CS =020 2 32^x80° 020 - BLANK 11460 EGRESS 034 36.60 3340 CSMNT 45750 76 WD-VINYL PIC=03Z 2936 026 476 415 C5MNT 5950 - VINYL RW =020 NOTE -E; RANGE 8-3 WIG 40 RMP DOUBLE 2R 027 67 " 2 LITE 9657 035 2584 604 PICT-0H 15LOO - ND-VINri 2960 EGRESS 026 852 836 CSMNT 10&50 8-4 VINYL NOTE m6 WRTER HEATER 10-2 WIG 25 RMP 2B 035 SS0 9 LITE _ 9855 034 2160 960 CSMNT-BON 24000 - WD-VINYL 29602 EGRESS 026 1733 1702 CSMNT 216.63 85 VINYL ll WASHER (OPT)SEE NOTE x4 12-2 WIG 20 RMP SINGLE 2C ^ 03.5 8.61 ° ^ 15 LITE RNDERSEN - 200 SERIES 3436 026 489 35 CSMNT 6113 - VINYL 12 DRYER(OPT)SEE NOTES e4 d -6 1D-3 WIG 30 RMP DOUBLE 2D 020 - BLANK CLASS'C'Q HOUR) 2430 030 408 255 DH 5100 - WD-VINYL 9759/9859 029-D29 3078-2970 724-778 PICT-SH-DH 1BI-00-19550 - VINYL id NO o6 COOKTOP(OPT IN LIEU OF CKT.9) 1D-3 WIG 30 HMP 3 72'x80• 038 3900 '• FRENCH 3449 EGRESS 030 1125 646 OH 14063 65 WO-VINYL 029 9558 029-029 2703 709 BRY-DH 17725 - VINYL NOrE a6 SINGLE WALL OVEN tCPf IN LMI OF CKT.m 12-3 WIG 20 AMP 4 36^/36°x80" OZo - DOUBLE T-O"INSULATED 3050 EGRESS 030 1 1052 1 &0.9 DH 13LSO 61 WD-VINYL 9852 026 2768 IL34 CSMNT-BOW 22875 - VINYL Nor a6 DOUBLE WALL OVEN LOFT M LIEU OF CKT.m 8-3 WIG 40 AMP " 5 60'.80" 036 2590 WOOD VINYL SLIDING GLASS MW NEW YORK ENERGY NOTES 15 DISHWASHER(OPT) 14-2 WIG 15 RMP SINGLE 6 72'x60' 036 3000 SLIDING GLASS 2257 032 51 31 OH 6375 - WD-VINYL wl. GRRBRGE DISPOSAL(OPT) 61 72'x80" 028 31.9 VINYL VINYL SLIDING GLASS(SILVER LINED 3037 032 37- 22 DH 4625 - WO-VINYL L INFILTRATION EQUAL TO OR LESS THAN.WINDOWS 03 CFM/LF OF CRACK,DOORS 050 CFM/SF MICROWAVE(OPTJ 62 72'x80° 034 _ 2614 VINYL VINYL SLIDING GLR55 NILlINCO) 3449 092 75 43 DH 9375 - WO-VINYL 2 BUILDER OR RETAIL CUSTOMER FIRS OPTION OF USING REScheek TO DETERMINE ENERGY COMPLIANCE TRR5H COMPACTOR(OPT) 14-2 WIG IS AMP SINGLE 6R 96"x80" 035 4491 WOOD VINYL SLIDING GLASS 3465 EGRESS 032 106 59 DH 13250 59 WD-VINYL 3 NOTE OMITTED OH=036 4 R VALUES SPECIFIED ARE MINIMUM RNO REFLECT ONLY THE VALUES OF THE INSULATION MATERIALS RROON SYSTEM ATTIC FAN(OPT) 14-2 WIG 15 RMP SINGLE 7 60'x80' 035 19.40 " " SWINGING PATIO 3476 EGRESS 032 129 72 OH 161.25 72 ND-VINYL S. FOR CRAWL SPACE,HEATED OR UNHEATED BRSEMENi,FLOORS RNO/OR FOUNDATION WRLLS SHALL BE INSULATED IN ACCORDANCE WITH ENERGY CODE BY FIELD CONTRACTOR THE FIELD CONTRACTOR HAS OPTION OF PURCHASING THE 20 GENERAL ILLUMINATION por avmsn u rm>9 " 8 72"x80^ 035 2390 " " " 3857 EGRESS 032 104 58 OH 13000 58 WO-VRM FLOOR INSULATION FROM R SOURCE OTHER THAN THE HOME MRNUFRCTURER 6. RIGID FORM INSULATION, WHERE SPECIFIED, SHALL HAVE A MIN.RGED R-VALUE OF 5E)RT 75 MEAN TEMP PER LAYER 21 " " ' 3869 EGRESS 032 130 72 DH 16250 71 WD-VINYL 7. FOR BASEMENTS REMAINING UNCONDITIONED 5PRCES,THE BUILDER SHALL ENCLOSE THE BASEMEN STAIRS 22 '• 4257 EGRESS 032 11-7 65 DH 14625 65 WD-VINYL THE WALLS SURROUNDING THE BASEMENT STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER. THE BUILDER IS RESPONSIBLE FOR SUPPLYING RLL MRTERIRLS 23 ° 3037 031 47 45 CSMNT 5875 - WO-VINTL & FOR ATTICS WITH FD®STAIRS AND REMAINING UNCONDITIONED SPRCE,THE FOLLOWING OPTIONS SHALL RPPLY: A-THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE ATTIC SPACE THE WALLS SURROUNDING THE 24 ° " " " 3061 EGRESS 031 85 79 CSMNT 10625 7-9 HD-VINYL STAIRS SHALL BE INSULATED RNO PROTECTED WITH R VAPOR BARRIER THE BUILDER SHALL BE RESPONSIBLE FOR 25 " " " " " INTERIOR DOORS 5861 EGRESS 031 17.0158 CSMNT 21250 79 WO-VINYL 05=033 SUPPLYING RLL MATERIALS B-THE FRCTORY MAY ENCLOSE THE STAIRS ON LEVEL BENERTH ATTIC SPRCE THE WRLLS SURROUNDING THE STAIRS 26 ^ ^ 9 18"x80° - - WOOD PRE-FIN SWINGING 11461 EGRESS 031 340 31.6 CSMNT 42500 7-9 NO-VINri SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER 9. 27 INSULATION VALUES AND HEATING DEGREE DRYS SHALL BE DETERMINED BY REScheck FOR THE UNIT SITE ° " ° " 10 24°xBo° - - - 9458 031 252 fit PICT-OH 15500 - WD-VINYL- 10 TENANT SEPRRRTION WALLS FOR 162-FAMILY d TOWNHOUSES SHRLL BE INSULATED TO R MINIMUM OF R10 IR40245 OF 28 ^ ll 30'x80' - - ° 9855 031 2&O 128 CSMNT-BON 32000 - NO-VINYL THECODE SUPPLEMENT) IL (062012012 IRC)RORMAPERMANENT CERTIFICRTE SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PRNEL(RDJ V34 " " " " " 12 3z"x60" - - CENTURY SPECIRLTY TO PANEL OK FOR 2015IRC)RFTERTHE BUILDING I5 COMPLETED AND RERDY FOR OCCUPANCY.THE CERTIFICATE SHALL BE COMPLETED BY THE BLDR OR REG DESIGN PROFESSIONAL RESPONSIBLE FOR THE COMPLETION OF THE BUILDING THE FIRE SPRINKLER PUMP(OPT) 1D-3 WIG 25 RMP DOUBLE 12 34-xB(r - - 2424 D57 222 - OCTAGON - - CLPO CERTIFICRTE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON THE CEILING/ROOF,WRLLS, RIR HANDLER (OPT) 14-2 WIG 15 RMP SINGLE 13 38"x80" - - " 7E) FOUNDATION(BASEMENT WALL CRRWLSPRCE WRLL RND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED 5PRCES;U-FACTORS FOR FENES7P.RTION WHEN THERE I5 MORE THAN ONE VRLUE FOR EACH COMPONENT,THE CERTIFICATE SHALL LIST THE ' CONDENSOR (OPT) 10-2 WIG 30 RMP DOUBLE 14 48"x8-0^ - - BY-PASS SLIDER 2424 31 271 - OCT-FIXED - - VINYL 037 VRLUE COVERING THE LARGEST AREA THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HATING,COOLING AND SERVICE WATER HEATING EOUIP INSULATION R-VALUES,U-FRCTOR5,EFFICIENCY RATINGS OF FACTORY INSTALLED FURNRCE-FRCTORY INSTALLED(OPT) 14-2 WIG 15 RMP SINGLE 15 24%80" - - BI-FOLD 2424 34 225 219 OCT-OPER 2813 - VINYL 028 EQUIPMENT SHALL BE ON THE MRNUFRCTURER'S REScheck RNO/OR DATA PLATE 2012-15 IRC-THE CERTIFICATE SHALL FURNRCE-FIELD IN57RLLED(OPT) 12-2 WIG 20 RMP SINGLE 16 30'x80° - - ^ SKYLIGHTS LIST RESULTS FROM ENVELOPE RIR LERKRGE TEST AND DUCT LEAKAGE TEST OF REQUIRED) 35 RIP.CONDITONER(OPT) 12-2 WIG 20 RMP DOUBLE 17 36".Bo" - - " " 2222 55-39 264 - SKY)-IGHT - - CLAD 12 RLL WORK DONE ON SITE SHALL BE RPPROVED BY THE RUTHORLTY HAVING JURISDICTION 13.2009-2015 IECC-THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR RIR LEAKAGE ON-SITE BY OTHERS IN11024). 36 RESERVED 18 48"x80^ - - 2230 55-39 372 - SKYLIGHT - - CLAD 2009 IRC-COMPLIANCE MAY BE SHOWN W/THE AIR BARRIER AND INSULATION INSPECTION CHECKLIST(TABLE N110242) 14 2009-2015 IECC-ALL RECESSED LIGHTING FIXTURES SHALL BE IC-RRTED AND LABELED AS MEETING ASTM E283- ALL 37 RESERVED 19 60'x80' - - " 2246 55-39 589 - SKYLIGHT - - CLAD SHALLSE SERLED WITH R GASKET OR CAULK BETWEEN THE HOUSING AND THE CEILING SURFRCE 38 RESERVED 20 72".80^ - - " " ° 15 2009-2012 IECC-PROGRRMMABLE THERMOSTATS TO BE SUPPLIED FIND)NSTALLED BY BUILDER FOR FORCED RIR SYSTEMS ' 2015 IRC,PROG T-STATS REQUIRED ON"ALL"HATING d COOLING SYSTEMS 39 RESERVED 21 ae^.BO' - - HOOD/M1RP.OR BY-PASS SLIDER VIWINCO 15 2009-2015 IECC-ATTIC RCCESS HATCHES FIND DOORS SHALL BE WERTHER-STRIPPED AROUND THEIR PERIMETER AND INSULATED TO MEET THE SAME R-VRLUE RS THE SURROUNDING CEILING 40 RESERVED 22 24"x80' - - WOOD POCKET IDENT NO U RL LIGHT VENT TYPE MRX FLR. EGRESS MRT SHGC 17 2009-2012 IECC-RLL WOOD-BURNING FIREPLACES SHALL HAVE GASKETED DOORS SUCH THAT COMBUSTION RIR IS NOT 41 RESERVED 23 30'x80" - - ^ " ^ FIRER SF CLP SF DRAWN FROM THE INTERIOR OF THE BUILDING 2015 IRC,GRSKETED DOORS COMPLY WITH UL127 IF INSTALLED H-1 ELECTRIC HEAT 12-2 WIG 20 RMP DOUBLE 24 48"x80' - - " FRENCH SH-OH SH-DH SH-OH SH-DH SH-CH 18 2009-2012 IECC-FRAMING CAVITIES SHALL NOT BE USED RS SUPPLY DUCTS FOR FORCED-RIR SYSTEMS 19 2012 IECC-FRAMING CAVITIES MAY NOT BE USED AS RIP DUCTS FOR FORCED AIR SYSTEMS H-2 25 60'x80" - - '• 2060 0.30-029 425-4,11, 238-231 SH-DH 5313-SL75 - VINYL 20 2009 IECC-509.OF RLL PERMANENTLY INSTALLED LAMPS SHALL BE HIGH EFPICRCY LAMPS 2012-2015 IECC 7S9.RLL PERMANENTLY INSTALLED LAMPS SHALL BE HIGH EFFICACY LRMPS CFI's SHALL SRTISFY THIS REQUIREMENT LAMPS H-3 '• 26 72"x80" - - ^ 3037 030-029 435-419 229-221 SH-DH 5438 -5238 - VINYL TO BE SUPPLIED RND INSTALLED BY OTHERS 2L 2009-2015 IECC-HWBB PIPING SHALL BE INSULATED TO R-3 MINIMUM. HI-4 " 27 48'x80' - - " DOUBLE 3449 030-D29 79 -711 382-373 SH-0H 9125-8888 - VAiri SH=028 22 2012-2015 IECC DOMESTIC HOT WATER PIPING SHALL BE INSULATED TO R3 UNDER ANY OF THE FOLLOWING CONDITIONS' H-5 ^ wor ivura9 urssa ^ " 28 60^.80' - - " 3837 030-029 595-573 307-298 SH-DH 7438-7163 - VINYL -PIPING LARGER THAN 3/4" OH=028 -PIPING SERVING MORE THAN ONE DWELIJNG UNIT, H-6 ° ° 29 72"xBo° - - " " 4060 EGRESS 030-029 IL43-1119 594-582 SH-DH 14288-13988 59-58 VINYL -PIPING FROM WATER HEATER TO KITCHEN OUTLETS. H-7 DOORS FIND WINDOWS MAY HAVE SUBSTITUTE MRNUFRCTURERS,BUT SHALL COMPLY WITH THE 3666 EGRESS 03D-029 1115-1091, 584-573 SH-OH 139.38-13&75 58-57 VINYL -PIPIING FROM TTHE WATER HERTER TO RED OUTSIDE THE O DISTRIBUTION MRNIFOLD H-8 " RPPLICRBLE ENERGY CODE,STRUCTURAL AND EGRESS REOUIREMLENTS. -PIPING EXCEEDING THE FOLLOWING"RUN"LENGTHS' 3/8"=30', 1/Z"=20, 3/4"=10', >3/4"=S 23 2612-2D1S IECC-EAVE'WIND-WRSH°BAFFLES Regqd 3036 029 4.72 343 C5MNT 59 OD - VINYL 24 2012-2015 IECC-WHOLE HOUSE MECHRNICRL VENTILATION SYSTEM Raq'd TO MEET SECTION M1507 REOUIRMENTS Fl FCTRTCAI NOTES: FI FCTRTCRI NOTES(PONTT 25 2012-2015 IECC-MM FRN EFFICACY REOUIRMENTS FOR MECH SYSTEMS-SEE TABLE NUO351 BELOW L WHEN CIRCUITS REQUIRED WILL NOT FIT IN A SINGLE PRNEL BOX,R SUB-FEED SHALL BE 17 2008-2011 NEC-GFCI PROTECTION IS REOD W/I R 6 FT RADIUS FROM THE EDGE OF ALL 3060 EGRESS 029 86 624 C5MNT 107-50 62 VINYL 26 2015 IECC,ATTIC RCCESS DOORS IN WRLLS TO UNCONDITIONED SPRCES MRY BE U 032 roes OR R-32 min. REQUIRED,SEE SHT 6R SINKS EXCLUDING THE KITCHEN SINK. 5660 EGRE55 029 IS 71 11.0 CSMNT 19638 6.1 VINYL CS-025 27 DUCT TESTING TO BE PERFORMED ON-SITE BY OTHERS PER 2015 IRC SECTION NIIO333 WHEN DUCTWORK IS 2 LAUNDRY CIRCUITS PRE STRNORRD IN CRRWL SPACE UMTS 18 2014 NEC-GFCI PROTECTION IS REDD W/I R 5 FT RRDIUS FROM THE EDGE OF ALL OUTSIDE THE THERMAL ENVELOPE 3 OPTIONRL CEILING LITES OR FAN LITES MAY REPLACE SWITCHED RECEPTACLES CEILING SINKS THE OISHWRSHER MUST GFCI PROTECTED. 8450 EGRESS 029 2357 165 CSMNT 29493 61 VINYL PIC=030 FRN LITES MRY REPLACE CEILING LITES PROVIDED THE LIGHT IS SWITCH-WIRED 19 2008-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTACLE INDEPENDENTLY OF THE FRN MOTOR. SWITCHED TO OURLIFY FCR R'REQUIRED'RECEPTACLE FOR RECEPTRCLE SPRCING 4 CIRCUIT SCHEDULE REFLECTS ELECTRIC RPPLIRNCES WHEN GRS RPPLTRNCES PRE USED, REQUIRED BY CODE 9250 030-029 12546-2519 619-6.03 PIC-SH-DH 15475-15075 - VINYL THE WIRE,BREAKER AND POLE PARAMETERS USED SHALL BE THE SAME RS FOR R GENERAL 2E)2008 NEC-BALCONIES,PORCHES,AND DECKS OVER 20 ED FT SHALL BE PROVIDED WITH ILLUMINATION CIRCUIT CR MRNUFRCTURER'S INSTRLLRTION INSTRUCTIONS AN OUTDOOR RECEPTACLE 2011 NEC"RLL"BALCONIES,PORCHES,PND DECKS SHALL BE VD 5SEE DRAWING 38-FOR ADDITIONAL ELECTRICRL NOTES PROVIDED WITH AN OUTDOOR RECEPTRCLE 2014 NEC THE REQUIRED RECEPT DOES NOT RW3212 028 10 13 RWMNG 1250 - VINYL SPRCE RESERVED FOR THE NEW YORK STAMP OF RPPROVRL & (DD SMOKE PLRRMS SHALL NOT BE PLRCED ON BRANCH CIRCUITS PROTECTED BY RRC-FAULT HAVE TO BE W/I THE CONFINES OF THE DECK BUT MUST BE RCCE55IBLE FROM THE DECK 11 03 ED IN 2 CIRCUIT INTERRUPTER ALL SMOKE PLARMS SHALL BE SUPPLIED BY BRRNCH CIRCUITS 21 2008-2014 NEC-ALL CEILING LIGHT BOXES TO BE RATED FOR 50 LB. EXCEPTION RW4812 028 1.6 21 PWNING 20.0 - VINYL DEDICATED TO SMOKE ALARM EQUIPMENT AND SHALL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EQUIPMENT(EX'SMOKE DETECTORS)WEIGHING 6 LBS OR LESS,R = LOCK-ON DEVICES STD BOX MRT BE USED 2014 NEC:BOXES RRTED AT>50 LB MUST BE LABELBOX SH=SINGLE-HUNG,DH DOUBLE-HUNG,CSMNT=CASEMENT,PICT=PICTURE 929/16 7 (ME) SMOKE RLRRMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT 22 2GOB-2014 NEC-ALL 125-VOLT,15 AND 20 AMP RECEPTACLES INSTALLED IN DWELLING NUMBER RT LEFT INDICATES SINGLE-HUNG VALUES,NUMBER AT RIGHT INDICATES DOUBLE-HUNG VALUES CIRCUIT INTERRUPTER RLL SMOKE RLRRMS SHALL BE SUPPLIED BY BRANCH CIRCUITS UMTS MUST BE TRMPER-RESISTPNT RECEPTACLES ZOIL-2014 NEC-TR RECEPTACLE �10'1;L pEPPBThIEM OF STATE DEDICATED TO SMOKE RLRRM EQUIPMENT NOT REDD FOR RECEPTACLES 66 OR GRATER RFF.OR IF THE RECEPTACLE IS PART ULA7TNG VENT AND FRRFSS NOTES' C0. 'DM61oN DFeu(OIMENTA OF TAT AND CODES 8 (MR)THE OPERATION OF R SINGLE GFCI DEVICE SHALL NOT CEENERGIZE RLL LIGHTING OF THE LUMINRIRE OR APPLIANCE I EGRESS WINDOWS CLEAR OPENING: MIN WIDTH 20".MIN CLERK HEIGHT 24",MIN OPEN 57 SF S�,jt`SIFR�F ALBANY,NY 122314001 OUTLETS IN R GIVEN PREA 23 2008-2014 NEC-ALL DWFIIING UNITS SHALL HAVE R COMMUNICATIONS OUTLET. IF NOT 2 AGGREGATE GLPZING AREA OF HABITABLE 5PRCES(LIVING,SLEEPING,EATING OR COOKING) F BdmpcfApprmxlr=nsyd.meod,lorcomp^n.nt 2 9 2002005 NEC-RLL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 AND 20 RMP OUTLETS PROVIDED BY MANUFACTURER,IT WILL BE PROVIDED AND INSTALLED ON-SITE BY OTHERS SHALL BE 8%OF THE FLOOR AREA WITH 4%OPENING FOR VENTILATION. � M1387 2016-061 10/04/2016 INSTALLED IN DWELLWG UNIT BEDROOMS 5HRLL BE PROTECTED BY AN RRC-FAULT CIRCUIT 24 ZODS-2014 NEC-HYDRO-MRSSRGE TUBS(WHIRLPOOLS)=ALL RECEPTS WITHIN 5 FT OF 3 FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILRTION REQUIREMENTS,TINY ROOM SHALL Mend138 No INTERRUPTERS) THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED IF THE WHIRLPOOL IS BE CONSIDERED AS A PORTION OF FW ADJOINING ROOM WHEN AT LAST 1/2 OF THE ARA OF Appkah,a N. Data dAppmvd ID 2008/2011 NEC-RLL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,IS CHORD/PLUG CONNECTED,THE:OUTLET MUST BE READILY ACCESSIBLE,WITHIN 12"OF THE COMMON WALL 15 OPEN RNO UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 4 � NOTICE 71mzFpavalba�la vdiblhose mnp"renso(Ne rxlo7n�datliveil FIND 20 AMP OUTLETS IN5TRLLED IN DWELLING UNITS SHALL BE PROTECTED BY R THE RCCESS,FACING THE RCCESS 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM,BUT NOT LESS THAN 25 SOURRE FEET o/0.0761ST madam Mmda4unlxrers�mandaamlrmmex rxecTma,xnawersr:mr COM81NRTION-TTFE RRC-FAULT CIRCUIT INTERRUPTERS) D(CPTNS. BASEMENTS, 25.2008-2014 NEC-LRMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF 4,OPERABLE WINDOWS LOCATED MORE THAN 72'ABOVE FINISHED GRRDE MUST MRINTRIN THE _ - 777FSTLTL� �W-1.)� xLmis.uemsm.nrnug/mnnwaaixj k.dnimo�,e�mn KITCHENS,GRRRGES,d BATHROOMS KITCHENS AND LRUNDRY AREAS MUST FILED BE THE WATERPROOF TYPE LOWEST PART OF THE WINDOW CLEAR-0PENING R MINIMUM OF 24"ABOVE 111E FINISHED r`ov1O1app-add-1°' RRC-ERUCT PROTECTED PER THE 2014 NEC 26.2011-2014 EWFINEC-FOYERS GRATER THAN 6E)SD FT MUST HAVE R RECEPTACLE ON EACH FLOOR OF THE ROOM IN NDOW THE -CPEWINDOW IS LOCATED IF THE WINDOW EFINIS ENING nn sesretmsdnmtmistedta:Ldguxlodco�Exro�,remoa�l. 11. EXTERIOR RECE:PTRCLES: WALL SPRCE 3 FT OR LARGER DOES NOT MEET THESE PERRMETER5,THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE S z��-� SHALL BE INSTALLED AT THE FRONT AND REAR OF THE DWELLING 27.2011-2014 NEC-WHERE SWITCHES CONTROL LIGHTING LORDS R NEUTRAL SHALL BE WITH SECTION R6132(2006 IRC),R6122(2009 IRC8-7 )OR 8312(2012-15 IRC) J"NTA Pddaio,pE pchnp dredrr '-O iAnd-ree'des,Pq b)SHALL BE COVERED BY AN"IN-USE"WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCATION FLA 2014 NEC-NOT REDD ON SWITCHED RECEPTS 5 ALL WINDOWS REQUIRE SHING 2012 IRC(87038)& 2015 IRC(2703.4),PRN FLRSHING Req'd IF 2012-2015 IRC TABLE N110351 COMPLIANCE,THE ENCLOSURE MUST ALSO BE LRBEI AS"EXTRA DUTY'. 28 2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO INSTRUCTIONS ARE NOT PROVIDED MIN.RIR MIN.EFFICACY MAX RIR cl SHALL BE TAMPER-RESISTANT AND WEATHER RESISTANT(2008-2014 NEC). THE SWITCH BUT NOT AS R RETURN CONDUCTOR FROM THE SWITCH TO THE OUTLET 6 WINDOWS/DOORS/SKYLIGHTS IN BUILDINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM LOCATION d)SHALL BE GFCI PROTECTED (I.E.LIGHT or RECEPTACLE). WINDBORNE DEBRIS MRTERIRLS/CONSTRUCTION BY BUILDER PER ONE OF THE FOLLOWING METHODS: FLOW(CFM) (CFM/WRTTI FLOW(CFM) e)SHALL BE ON R GENERAL IT THAT HAS CIRCUIT.RECEPTACLES FOR BR F7 SHALL NOT BE ON R CIRCUIT THAR-STORM SHUTTERS MEETING ASTM E 1995 AND RSTM E 1886 REOMTS INSTLD PER MRNUF INSTRUCTION RANGE HOOD TINY 28 MASTER BATHROOMS OR R EXTERIOR DOOR RND WINDOW DP RATING REQUIREMENTS B-RGENCY RATED WOOD STRUCTURAL PANELS MIN THKNS 7/16^,MAX 8 FT SPRN ALLOWABLE FOR MRH IN-LINE FAN TINY 28 TINY SMRLL RPPLIRNCE CIRCUIT 2014 NEC-NOT ON R GARAGE CIRCUIT AS WELL WALL WIND MRH d EXP WIND WIND PRES FIRMA <OR=33 FT PANELS TO BE PRECUT,SIZED TO ALLOW RTTRCHMENT TO THE FARMED OPENING 12 RDDITIONRL EXTERIOR RECEPTRCLES OTHER THAN THOSE REQUIRED BY THE NEC STORY ZONE NasdNulU HD,1 PRESSURE REO'D GRADE CONTAINING THE GLAZED OPENING PANELS TO BE SECURED WITH THE RTTRCHMENT HRRDWRRE PROVIDED BATH,UT RM 10 1.4 <90 MRY BE ADDED RS AN OPTION 2009-15 IRC,PERIMETER RTTRCHMENT SHALL-BE WITH s8 WOOD SCREWS RT 8"oc, x10 WOOD SCREWS BATH,l!i RM 90 28 ANY RLL MODELS 13 2008-2014 NEC-RLL GARAGE RECEPTACLES MUST BE GFCI PROTECTED GARAGE 101/130 129 201 259 30 AT 9"oc,OR WITH 1.4°LAGS B IS'-FASTENERS TO BE LOCATED R MIN OF 1"FROM PANEL EDGE ODOR OPENER RECEPTACLES MUST BE GFCI PROTECTED,BUT THE GFCI PROTECTION 4 110/142 L23 236 304 35 AND SHALL PENETRATE 2"INTO WALL FRAMING BELOW EXT WALL COVERING. SCHEDULES t5 NOTES DEVICE MRY NOT BE INSTALLED IN THE CEILING DUE TO ACCESSIBILITY 120/155 129 201 362 40 C-METHOD SHALL BE APPROVED BY THE PH.1 SEE SECTION 301212 PND TABLE 301212. 14.2014 NEC-R DEDICATED CIRCUIT IS REO'D FOR RECEPTS/LIGHTS CONTAINED"INSIDE" 1 101/130 129 248 320 35 7 WINDBORNE DEBRIS REGIONS 2003-09 IRC d MR RREAS W/I HURRICRNE-PRONE REGIONS W/I 1-MILE OF b1RLL COVERING SCHEDULE MUNCY HOMES, INC. THE GRRFlGE ONE RECEHI MIN PER VEHICLE BRY IN GARAGE S 110/142 129 291 375 40 CORSTRL MEAN HIGH WRTER LINE IN BASIC/NOMINAL WIND AREAS>OR=110 MPH OR IN ALL 120 MPH WRLL COVERING STUD SPRCING 15 2014 NEC-ELECTRIC VEHICLE CHARGING OUTLETS SHALL BE ON R DEDICATED CIRCUIT AREAS 2012 IRC-REF WINO80P.NE DEBRIS MRP FIG R3D12(4)C 16 2014 NEC-DRYWALL SCREWS,WORD SCREWS,ETC MRY NOT BE USED TO MOUNT 121/155 L29 347 440 45 ZOLS IRC-BRSED ON ULTIMIRTE DESIGN WIND SPEEDS,WINDSORNE DEBRIS REGIONS PRE W/I 1-MILE 1.4'60000 PANELING 16"OC 1567 PR ROUTE 442 FIXTURES TO BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED 101130 1.4 201 281 30 OF CORST IN 130 MPH RRERS-RND IN AREAS=or>140 MPH LZ'or 5/B"GYPSUM BOARD 16"OC OR 24"OG MUNCY, PR 17756 4 110/142 23 L4 6 330 35 8 EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LORDS PER TABLES 1.4"or 3/8"GYPSUM BOARD 12"OC OR 16"00 120/155 L4 281 393 40 R301.2(2)d R301.213)ROJUSTED FOR HEIGHT PND EXP SEE TABLE AT LOWER LEFT FOR SUMMRRY 2 JUL/130 L4 248 347 35 9 ROOF UNDERLAYMENT:2012 IRC 120 Vesd,2015 IRC>=141 VOL)TO COMPLY WITH ASTM D 226 TYPE IL 12"VINYL COVERED GYP BD i6"OC OR 24"OC DRN BY DRTE I SCRLE REV. SHT NO 5 110/142 14 291 407 45 R5TM D 4869 TYPE IV OR ASTM D 6757.ATTACH W/PLRSTIC OR METAL CRP NAILS,1"(.run)DIRM 120/155 1.4 347 486 50 HAD,32g SHEET-STEEL THKNS HEAD.12g(mm)SHANK 3/4"(mW NAIL PNTRRTION INTO ROOF DRTRBRSE NAME MJL 3-22-91 NONE 6-01-2016 38 SHEATHING UNDERLAYMENT LRPS 4°(nm) OPT -ADHERED UNDERLRYMENT COMPLYING WITH ASTM D 1970 03\3a-n 06 0. GENERRL NOTES - 1 'GENERRL NOTES - 2 PLUMBING NOTES ELECTRICRL NOTES SEISMIC DESIGN NOTES - GENERRL FIELD NOTES ELECTRICRL FIELD NOTES L WALL AND CETISPREAD RR NGFINOF N SHALL HAVER L WATER HEATERS IN ENCLOSED SPACES SHALL HAVE 2" L DWV LINES SHALL BE RBS SCHEDULE 40 COMPLYING L WIRING SHALL BE IN ACCORDANCE WITH THE LATEST L DETRCHED ONE AND TWO FAMILY DWELLINGS LOCATED L WHERE ADJOINING MODULES THAT HAVE GAPS OF 1/B" L INTERMODULE CONNECTIONS: FLAME SPREAD RATING OF NOT GREATER THAN 200 MIN,CLEARANCE OR FINISH SHALL HRVE FLAME SPREAD WITH ASTM D 2661 OR PVC SCHEDULE 40 COMPLYING ADOPTED NEC AND INSPECTED IN PLANT BY AN IN SOC C ARE EXEMPT FROM SEISMIC REOUIREMENTS OR MORE,FIRESTOPPING SHALL BE PROVIDED AND R-BASEMENT MODELS-ELECT CONNECTIONS BETWEEN 2. EACH DWELLING SHALL HAVE A MAIN EXIT DOOR RATING OF LESS THAN 2S WITH RSTM D 2665 OR COPPER DWV COMPLYING WITH APPROVED QUALITY RSSURRNCE AGENCY - SEE 830122 EXCEPTION.SECTION R30L224 INSTALLED AT ALL CEILING AND FLOOR LEVELS BY MODULE(S)AND PANEL BOX PRE BY DIRECT HOOK-UP TO THIS DOOR SHALL N SIDE HINGED,NOT LE55 THAN Z, OPT FACTORY BUILT FIREPLACES SHALL BE LISTED, RSTM B 306. 2 WIRING SHALL BE TYPE NMB. SHALL BE COMPLIED WITH WHEN USING THE THE BUILDER AND/OR 5ET-UP CREW ON SITE THE PANEL BOX WIRES SHALL BE LRBELED. . 3 FEET IN WIDTH AND 6 FEET a INCHES IN HEIGHT LABELED FIND INSTRI-LED IN ACCORDANCE WITH THE PLASTIC PIPE(DWV)MAXIMUM HORIZONTAL SUPPORT 3 CIRCU17 BRERKERS SHALL BE RATED AT 10,000 RIC PRESCRIPTIVE PORTIONS OF THE RCNYS SEE THE TYPE,THICKNESS AND INSTALLATION OF MATERIAL B-2 STORY MODELS-SECOND FLOOR WIRES ARE COILED 3. DWELLING<6 TO LOT-LINE REOUIRE FIRE PROTECTION CONDITIONS OF LISTING FACTORY BUILT FIREPLACES SPACING-4'-O° 4 CONDUCTORS,DEVICES AND EQUIP SHALL BE LABELED 830127 IRREGULAR BUILDINGS SHRLL REQUIRE R REQUIREMENTS OF SECTION 83021(2003-ZD12 IRC&MR) SHALL BE TESTED IN ACCORDANCE WITH UL 127 MAXIMUM VERTICAL SUPPORT SPACING-EACH STOAT RND/OR LISTED BY AN APPROVED TESTING AGENCY AND PLAN SPECIFIC ANALYSIS WOOD FRAMED BUILDINGS SERVING RS R BARRIER TO THE UNOBSTRUCTED UNDER THE FLOOR OF EACH MODULE THESE WIRES SHALL AND TABLE 8302121(2012-15 IRC) D('T AIR SUPPLY SHALL COMPLY WITH SECTION RIDO6 HEIGHT AND PIPING SHALL HAVE R MIDSTORY GUIDE INSTALLED IN ACCORDANCE WITH LISTING, SHALL BE LIMITED TO THREE STORIES ABOVE GRADE SHAMOVLL BER PROVED BY THE AUTHORITY HAVING OF FLAMES RND PRODUCTS OF COMBUSTION FLOOREDENDWRLLHTOPERNO SOLE pLLLgTSEg p•IHEgTUp ST 4 CEILING HEIGHTS SHALL CONFORM TO SECTION 8305. 21106-L5 IRC),30 DEG MAX FLUE ANGLE AND NO COPPER PIPE MAXIMUM HORIZONTAL SUPPORT MRMIFRCTl1RFJR'S INSTRUCTIONS HND APPLICABLE CODES OR THE LIMITS GNIN IN TABLE 8607101 SEE 5 DWELLING UNITS INTWO-FAMILY DWELLINGS SHALL BE MORE THAN(4)ELBOWS (2D12-15 IRC) GAS FP W0. SPACING-6'-O" 5 NONMETALLIC SHEATHED CABLE SHALL BE SECURED FIT R30L22.41 JURISDICTION. - CAVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR SEPARATED FROM EACH OTHER BY WALL RND/OR FLOOR 2 MANUFACTURER HRS OPTION OF OMITTING PORTIONS WIRE DROPS 3 HVAC AND FIREPLACE CHIMNEY AND CONNECTORS SHALL MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY MEMBERS NOT LESS THAN 1 1/4"FROM EDGE OR SHRLL 2 SEE FIGURE R30L22)FOR SEISMIC DO AREAS RESSEMBL.IES OF NOT N T THAN 1 HOUR FIRE COMPLY WITH NFPR 211 HEIGHT BUT SHALL NOT EXCEED 10'-O", OF/OR COMPLETE ROOF,CEILING AND/OR FLOOR SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT BE PROTECTED WITH L16°THICK STEEL SLEEVE OR CHECK WITH THE AUTHORITY HAVING JURISDICTION RESISTIVE RATING WHEN TESTED IN ACCORDANCE WITH 4 BATH FRN OUTPUT 50 CFM MIN.KIT.EXHL 135 CFM MIK 2. WATER SUPPLY LINES SHALL BE TYPE L COPPER SECTIONS OF MODULES,IF B[11LCC1DE WANTS TO DROPPED TO BASEMENT SHALL BE INTERCONNECTED ON RSTM Ell9 FLOOR-CEILING ASSEMBLIES SHALL EXTEND 5 SAFETY GLAZING SHALL BE USED WHERE REQUIRED BY COMPLYING WITH ASTM B 88 PLATE CABLE PASSING THROUGH NOTCHES SHALL BE IN THE SHRLL BE FOR SEISMIC DESIGN CATEGORY. CONSTRUCT SAME DE THE FIELD DESIGN DR SITE BY THE BUILDER TO AND BE TIGHT AGAINST THE EXTERIOR WALL,AND SECTION 83084. COPPER LINES MAXIMUM HORIIDNTRL SUPPORT PROTECTED WITH R L16'THICK STEEL PLATE 3 JOISTS SHRLL BE SUPPORTED LATERALLY SEE RSOZ7 VERIFICATION OF DESIGN.SHALL 8E BY A P.E.OR RR C-CAPE MODELS-MANUFACTURER PROVIDES JUNCTION NRLL A55EMBLIES SHALL EXTEND TO THE UNDERSIDE 6 ENCLOSED ACCESSIBLE SPACES UNDER STFlIRS SHALL SPACING-6-0" NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT IN SDC CD,SOLID BLOCKING SHRLL BE PROVIDED AT IN RCCORORNCE WITH GOVERNING CODES TO ENSURE BOXES IN CEEILIING BEHIND KNEEWAI FOR GENERAL OF THE ROOF SHEATHING WHEN THE FLOOR ASSEMBLY HAVE WALLS,UNDER STAIR SURFACE AND PINY MAXIMUM VERTICAL SUPPORT SPACING-EACH 4'-6"MAX WITHIN V-O"OF OUTLET BOX EACH INTERMEDIATE SUPPORT SEE R5DZ7 EXCEPTION. ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING ILLUMINATION,SMOKE DETECTOR AND HEAT CIRCUITS IS REOUIRED TO BE FIRE-RESISTANCE RATED,THE 6 RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART 4 WHEN THERE IS A CRNTn-EVER AND THE RIM JOISTS CRPRBILITES OF THE LORD BEARING WRLLS,- ON SECOND FLOOR BY THE BUILDER SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH STORY HEIGHT BUT NOT TO EXCEED 10'U". OF ELECTRIC BASEBOARD HEAT UNIT'S PRE SPLICED,THE RIM JOISTS SHALL BE SPLICED SUPPORTING CONSTRUCTION OF THE ASSEMBLY SHALL DESIGNER SHALL CONTACT THE MANUFACTURER A SHALL BE: KNISH TO COMPLETE THE SECOND FLOOR HAVE AN FINDEQUALC OR GREATER L COMPLY WITH SECTION R MINIMUM 12 INCH GYPSUM BOARD CPVC COMPLYING WITH RSTM D AL MAY BE 7 IN KITCHENS R RECEPTACLE OUTLET SHALL BE USING 1 GALVANIZED METAL TIE NOT LESS THAN VERIFY THE SIZE,SPECIES,GARDE AND DC SPACING SNAIL R FURNISHED AND INSTALLED BY THE BUILDER 6 GARAGES RND CARPORTS SHALL COMPLY WITH SECTION 7 THIRD SHRTYALL LABEL INSIGNIA OF PITCHERS AND DATA USED LI AN MAXIMUM H MATERIAL INSTALLED AT EACH WALL COUNTER SPACE THAT IS 12" (6)OI Z' 3 AND 1 (9)WIPE FASTENED WITH OF LORD BEARING MEMBERS.MATERIALS TO IN ACCORDANCE WITH GOVERNING CODES SEE NOTE a25 PLATE SHALL BE REFIXED TO THE KITCHEN SINK CPVC LINES MAXIMUM HORIZONTAL SUPPORT [6l 0162"x 312"OR(9l 0131"z 312° IRSALL RTEROG IRC) EMBLY, ONST15 IRC 6 AND CABINET.WHEN A MODULE DOES NOT HAVE R CLOSET, SPACING-3'-0" OR HIDER RECEPTACLE OUTLETS SHALL BE INSTALLED COMPLETE OMITTED AREAS SHALL BE SUPPLIED AND D-RAISED RANCH MODELS-FOR SITE INSTALLED 7 ALL MRTERIRL,ASSEMBLY,CONSTRUCTION RND 50 THAT NO POINT ALONG THE WALL LINE IS MORE NAILS ON EACH SIDE E THE SPLICE' R BLOCK INSTALLED BY THE BUILDER IN ACCORDANCE WITH DEVICES AT ENTRY,Le SWITCHES,RECEPTACLES,ETC ADDITIONAL LABELS SHALL BE AFFIXED TO THE MAXIMUM VERTICAL SUPPORT SPACING-ERCH THE SAME SIZE AS THE RIM JOIST OF SUFFICIENT MODIFIED SHALL COMPLY NNI THE 2015 IRC RS KITCHEN SINNK CABINET WHEN THE KITCHEN CABINET STORY HEIGHT RND PIPING SHRLL HAVE R TURN 24"MEASURED HORIZONTALLY FROM R RECEPTACLE GOVERNING CODES WIRES RRE EITHER STUBBED TO BASEMENT OR COILED MODIFIED BY THE 2016 NYS UNIFORM CODE SUPPLEMENT OUTLET IN THAT SPACE LENGTH TO FIT SECURELY BETWEEN THE JOIST SPACE FOR SITE INSTALLATION OF DEVICES BY THE BUILDER IS INSTALLED ON SITE BY THE BUILDER,LABELS AND CROSS-LI GUIDE RT WHICH TME SPLICE OCCURS FASTENED WITH 3 IF Bl1ILDER WANTS TO CONSTRUCT,FABRICATE RND FIRE RATINGS SHALL BE INDICATED 0Y APPROVED DATA PLATE SHALL 8E REFIXED IN R CLOSET OR IN CROSS-LINKED POLYETHYLENE SEX)COMPLYING B KITCHEN COUNTERTOP,BATHROOM,GARAGE AND (B)0152"z 3 L2"OR(121 0131"z 312' ATTACH ELEMENTS,Le PORCHES,CARPORTS,GARAGES, E-WHEN CIRCUMSTANCES REOLORE CONNECTIONS OF WIRE AGENCY DESIGN NUMBERS DETAILED ON DWG(5) ANOTHER KITCHIEN CABINET WHEN R MODULE HAS NO WITH ASTM F 677 MAY BE USED RS AN EXTERIOR RECEPTACLES SFIRLL BE GFCI PROTECTED NAILS ON EACH SIDE OF THE SPLICE ETC IN THE FIELD TO R LORD BEARING EXTERIOR WALL BETWEEN MODULES,R JUNCTION BOX SHALL BE LOCATED 8 INSTRLLRTION OF SMOKE ALARMS RND AUTOMATIC CABINETS OR CLOSETS,LABELS AND DATA PLATE ALTERNATE MATERIAL KITCHEN AND BATHROOM RECEPTACLES SHALL BE ON SEE 83ON EACH 2.EXCEPTIONS 4 AND S. DESIGN OR VEIZMCRTION OF DESIGN SHALL BE BY R UNDER THE FLOOR OR NEAR THE ATTIC ACCESS SPRINKLER SYSTEMS SHALL COMPLY WITH SECTION SHALL BE AFFIXED IN R CLOSET OF ANOTHER MOOU'LE. CROSS-LINKED POLYETHYLENE(PEX)LINES MAXIMUM 20 RMP GFCI L TUB 5 BUILDINGS LOCATED IN SDC DO SHALL BE PROVIDED RE OR R.R.IN ACCORDANCE WITH GOVERNING CODES F-ALL CONNECTIONS 5HRLL BE MADE ON SITE BY BLDR. 8313 68314(2015 IRC RS MODIFIED BY THE AS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY HORIZONTAL SUPPORT SPACING-2'-8". 9 FOR WHIRLPOOL TUB OPTIONS,WIRING SHALL BE IN MTM IXTIL2IOR AND INTERIOR BRACED WALL LINES. IN ORDER TO ENSURE DESIGN DOES NOT EXCEED THE G-SEE MANUFACTURER'S SETUP PROCEDURES MANUAL 2016 NYS UNIFORM CODE SUPPLEMENT) HAVING JURISDICTION SHALL SHOW ACTUAL LOCATION MAXIMUM VERTICAL SUPPORT SPACING-FROM ACCORDANCE WITH MANUFACTURERS INSTALLATION SPRCING BETWEEN BRACED WALL LINES SHALL NOT LORD CARRYING CRPABIISTIES OF THE LORD BEARING L R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR 9 CONCEALED SPACES BETWEEN FLOOR/CEILING INSTRUCTIONS AND SHALL BE GFCI PROTECTED. WRLLS,DESIGNER SHALL CONTACT THE MANUFACTURER TO BASEMENT SHALL BE INTERCONNECTED WITH OF THE CHASES Fl OF AVE INSULATION STORY HEIGHT BUT NOT TO EXCEED 10'-0"AND EXCEED 25 FEET ON CENTER IN BOTH THE BASEMENT SMOKE DETECTOR BY THE BUILDER ASSEMBLIES SHALL BE DRR502-12 AT RI 1000 SF 8. EXT CHASES 5HRLL HAVE INSULATION RND DRYWALL MIDSTORY GUIDE 30 WHEN O WASHER RECEPTACLE IS INSTALLED INR TO VERIFY THE LORDING,SIZE,SPECIES,GARDE AND LONGITUDINAL RND TRANSVERSE DIRECTIONS B-FOR CAPE UMTS.WIRE IS SLABBED THROUGH INTERVALS SEE SECTION 850212 MATERIALS BATHROOM,WHETHER R SEPARATING DOOR IS PRESENT OC SPACING OF LORD BEARING MEMBERS GABLE END 9 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE NATER DISTRIBUTION PIPING 5HRLL CONFORM TO WALL BRACING SHALL BE IN ACCORDANCE WITH SHALL COMPLY WITH SECTION 850212E 510E OF EACH STAIRWAY WITH FOUR OR MORE RISERS RNSI/N5F 61 AND STANDARDS LISTED ABOVE OR NOT,THAT RECEPTACLE SHALL BE GFCI PROTECTED TABLE R60210.L WALLS EXCEPT FOR THOSE SUPPORTING WINGED FLOOR/CEILING FOR BUILDER TO INSTALL SECOND 30 FIRESLOCKING SHALL BE PROVIDED IN WOOD-FRRME HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD 3 PIPING,FIXTURES,MATERIALS AND DEVICES 1L GFCI CIRCUIT PROTECTION SHALL BE PROVIDED BY EXCEPTION' IN ONE AND TWO STORY BUILDINGS, NOBLES,BALCONIES,2nd FLOOR WALL HERD LORDS ARE FLOOR SMOKE DETECTOR[51 FLOOR CONSTRUCTION FIND FLOOR-CEILING ASSEMBLIES NOSINGS SHALL BE NOT LESS THAN 34 INCHES AND UTILIZED IN R PLUMBING SYSTEM SHALL COMPLY BREAKER OR RECEPTACLE SPACING BETWEEN BRRCED WALL LINES SHALL NOT NON-LORD BEARING CONTACT MANUFACTURER TO VERIFY 3 BATHROOM CIRCUIT WIRES DROPPED FROM EACH FLOOR TO IN ACCORDANCE WITH SECTION R602.B 12000-06 IRC), NOT MORE THAN 38 INCHES SEE SECTION R31L791 KITH SECTION P2W9 12.SMOKE DETECTORS SHALL BE FIREX 4518 OR A EXCEED 35 FEET ON CENTER IN ORDER TO BEARING STATUS OF GRBLE END WALLS WHEN IN DOUBT. BASEMENT SHALL BE INTERCONNECTED BY THE BUILDER 530211 2009-15 IRC 6 MR) CHIMNEY FIREBLOCKING GUARDS SHALL COMPLY WITH SECTION R3121 4. SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE LISTED EOUNFILINT ACCOMMODATE ONE SINGLE ROOM NOT EXCEEDING 4 WHEN CONSTRUCTION AND FgBRICRTION OF ELEMENTS, 4 PANEL BOXES IN CRAWL SPACE UNITS SHALL BE 5HRLL COMPLY WITH R100116(2000-05 IRC),R100319 10 VENTILATION OF ATTIC SPACE SHALL BE PROVIDED BY R CHEMICRL COMPOSITION EQUAL TO OR LESS THAN 13 SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO 900 SF IN EACH DWELLING UNIT RLL OTHER Le PORCHES,CARPORTS,GARAGES,ETC IS DONE IN A INSTALLED BY THE MANUFACTURER FOR OTHER UNITS, BEFORE IRC 6 15 V RED OCKING SHRILL BE APPLIED R GENERRL ILLUMINRTION CIRCUIT WITH NO MANNER THAT DOES NOT IMPOSE RNY RODITIONRL THE MANUFACTURER MAY EITHER INSTALL THE PANEL R COMBINATION E HAVE AND RIDGE VENTS THE RS PERCENT LEAD THE SOLDER 5HRLL COMPLY WITH BRACED WALL LINE SPACING SHALL N ZS FEET APART BOX WIRE THE PANEL BOX UNDERNEATH FOR BEFORE SPACE IS COVERED OR CONCEALED MINIMUM NET FREE VEN'TlLRTION AREA SHALL BE RSTM 832.THE FLUX SHALL COMPLY WITH RSTM 8813 INTERVENING SWITCHES AND SMALL BE INTERCONNECTED MAXIMUM.EXTERIOR BRACED WALL LINES SHALL STRUCTURAL LIVE LORDS ON THE MODULAR UNIT,NO 12.ROOF CDVERINGS SHALL COMPLY WITH SECTION R90i S JOINTS BETWEEfN DIFFERENT GRADES OF PLASTIC PIPE IN SUCH R MANNER THAT THE PCTIVRTION OF ONE VERIFICATION OF LOAD CARRYING CAPABILITIES IS INSTALLATION BY THE Bl1ILDER OR LABEL WIRES AND 32 SKYLIGNT5 AND SLOPED GLAZING SHALL COMPLY WITH 1200 OF THE AREA OF THE SPACE VENTILATED. AND OTHER PIPING MATERIAL SHALL BE MROE WITH RJ HAVE R BRACED NRLL PANEL LOCATED AT THE END OF SHIP PANEL BOX AND BREAKERS LOOSE FOR 40IS NO VENT REO'P AT THE RIDGE 2012-15 IRCI. ALARM WILL UNIT. ALL ALARMS IN THE REQUIRED BY THE BUILDER FOR THE ATTACHMENT OF INDIVIDUAL UMI, THE SIVE A WALL LATE SEE FIG RW2ID13 INSTALLATION BY THE BUILDER SECTION 83066 TUBULAR DAYLIGHT DEVICES SHALL 11 THIS NOTE RESERVED FOR FUTURE USE APPROVED ADAPTER FITTING 6 ADHESIVE ATTACHMENT OF NRLL SHEATHING SHALL ELEMENT TO THE MODULAR UNIT 5 WHEN PANEL BOX IS INSTALLED IN UNIT,ELECTRICAL COMPLY W/SECTION R SU (ECTT5 IRC) 12 INDMDUAL COMPONENTS SUCH AS STRUCTURAL 6 FOR RBS PIPE AND FITTINGS,R SOLVENT CEMENT THEY SHALL BE LOCATED IN EACH SLEEPING ROOM. NOT BE PERMITTED IN SDC'S C OR DO SEE 860210115 5 OPENINGS IN MARRIAGE WRLLS GREATER THAN 6'-0" 13.STRUCTURAL MEMBERS SUBJECT TO HOLE OPLIIGTG, SYSTEMS,HABITABLE SPACES,NON-HRBITRBLE SPACES, THAT COMPLIES WITH RSTM D 2235 5HRLL BE APPLIED OUTSIDE OF EACH SEPARATE SLEEPING AREA AND ON 7 INTERIOR BRACED WALL LINES 5HRLL BE FASTENED TO SHALL REQUIRE R STEEL COLUMN OR FOUNDATION CONNECTIONS BETWEEN MODULES SHALL BE MPDE IN CUTTING OR NOTCHING SHALL COMPLY WITH SECTIONS STAIRWAYS,CLOSETS,UTILITY AREAS,BIRTHS, TO ALL JOINT SURFACES SEE SECTION P2906911. EACH FLOOR LEVEL RLL SMOKE ALARMS SHALL BE FLOOR AND ROOF FRAMING IN ACCORDANCE WITH TABLE PIER UNDER EACH END IN THE FOUNDATION JUNCTION BOXES IN THE ATTIC CAVITY NEAR THE R502B,8602.6,R6026L 86027 KITCHENS,GRRRGES,CARPORTS,ETC MAY BE FOR CPVC PIPE AND FITTINGS,R SOLVENT CEMENT LISTED AND INSTALLED IN ACCORDANCE WITH THE R60710.8 ACTUAL FLOOR PLANS PROVIDED FOR PERMIT SETS ACCESS PANEL OR IN THE BASEMENT MANUFACTURER SEE FIGURES R50Z8, R6023W,R60230, THAT COMPLIES KITH RSTM F 493 SHALL BE APPLIED PROVISIONS OF THE CODE AND NFPR 72. SHALL SHOW LOCATION OF EXTRA SUPPORTS SHALL SUPPLY JUNCTION BOX AND WIRE INTEGRATED WITH ANY FLOOR PLAN THEY MAY BE JOISTS PARALLEL TO THE TOP PLATE SHALL BE 6. WHEN PANEL BOX I5 NOT LOCATED ON OR DIRECTLY Rfi026(ll, FRCT(2) ROTATED 90'RND/OR REVERSED IN PINY DIRECTION, TO ALL JOINT SURFACES,THE JOINT SHALL BE MADE SEE ELECTRICRL FIELD NOTE=2 TOE-NAILED TO THE TOP PLATE WITH MIN ed NAILS B. 5FP LOOSE APPLIANCES AND OR EQUIPMENT SHILL 14 THIN MRNUFOWN IR HE TYPICAL CR FOR THE JOIST IN PRRT OR IN THEIR ENTIRETY.APPLICABLE WHILE THE CEMENT IS WET,AND IN ACCORDANCE WITH 14 CARBON MONOXIDE DETECTORS 5HRLL BE PROVIDED RND SPACED A MAXIMUM OF S" C BE IN5TRII PER THE PRODUCT MANUFACTURERS ADJACENT TO AN EXTERIOR WALL OF BUILDING,R HANGERS SHOWN IN THE TYPICAL CROSS SECTION STRUCTURAL SYSTEM DRAWINGS SHRLL BE CROSS R5TM D 2846 OR RSTM F 493 SEE SECTION P29069.LZ. INSTALLED IN RCCORDRNCE WITH SECTION 8315 TOP PLATE LAPS 5HRLL BE FACE NAILED WITH MIN INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTOMER SERVICE DISCONNECTING MERN5 SHRLL BE INSTRI I AT DRAWINGS,R 2x2 NOMINAL WOOD LEDGER STRIP REFERENCED ON ALL FLOOR PLAN DRAWINGS FOR PVC PIPE AND FITTINGS,A PRIMER THAT DETECTORS SHALL BE LISTED AND LABELED AS EIGHT(8)16d NAILS EACH SIDE OF THE SPLICE 7 HANDRAILS SHRLL BE SUPPLIED AND INSTALLED BY THE R REROILY ACCESSIBLE LOCRTION ENTER OUTSIDE OF 15 SINGLE FAMILY OWNER OCCUPIED DWELLING UNITS PRE 13.FORM PLASTIC IF USED,5HIRLL BE IN COMPLIANCE COMPLIES WITH RSTM F 656 SHALL BE APPLIED COMPLYING WITH LA 2034 SEE R602117 BUILDER BEFORE UNIT IS HABITRBLE. THE BUILDING OR INSIDE NEAREST THE POINT OF EXEMPT FROM THE FOLLOWING CODE REQUIREMENTS WITH SECTION 8316 TO ALL PVC SOLVENT CEMENTED JOINTS _ 15 ENCLOSED INCANDESCENT CEILING LIGHTS IN A CLOSET S.OPENINGS IN THE FLOOR OR ROOF/CEILING SHALL HARAILS SHALL BE FIELD INSTALLED ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY R30310-REQUIRED HEATING 14 THIS NOTE RESERVED FOR FUTURE USE SOLVENT CEMENT FOR PVC PIPE COMPLYING WITH SHALL HAVE 12"MINIMUM HORIZONTAL CLEARANCE FROM NOT EXCEED TWELVE(121 FEET OR 50%OF THE 8 TTHENDBUILDER SHALL BE RESPONSIBLE FOR COMPLYING THE BUILDER R3061-TOILET FACILITIES 15.BASEMENTS WITH HABITABLE SPACE AND EVERY RSTM D 2564 SHALL BE RPPLIED TO RLL JOINT COMBUSTIBLE MATERIAL SURFRCE MOUNTED LEAST FLOOR OR ROOF/CEILING DIMENSION WITH SECTION R310,APPLICABLE TO BASEMENTS SERVICE DISCONNECTING MEANS SHALL NOT EE 83062-KITCHEN FACILITIES- SLEEPING ROOM SHALL HAVE RT LEAST ONE OPENRBLE SURFACES SEE-SECTION P'29059.1.4 FLUORESCENT OR RECESSED ENCLOSED INCANDESCENT SEE 83012722 f0. REQUIRING EMERGENCY AND RESCUE OPENINGS INSTRII IN BATHROOMS EXEMPTIONS SHALL BE SUBJECT TO APPROVAL BY EMERGENCY ESCAPE AND RESCUE OPENING WITH R SILL FOR CROSS LINKED POLYETHYLENE(PD)PIPE AND CEILING LIGHTS IN A CL05ET SHALL HAVE 6'MINIMUM 9. IN SDC 00,NATER HEATERS SHALL BE ANCHORED OR 9. FOUNDATION PLANS PRE FOR DIMENSIONAL AND METHOD THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE THE AUTHORITY HAVING JURISDICTION. HEIGHT OF NOT MORE THAN 44 INCHES RBOVE THE FITTINGS,JOINTS BETWEEN TUBING OR FITTINGS HORIZONTRL CLEARANCE FROM COMBUSTIBLE MRTERIRL STRAPPED STRAPPING SHALL BE RT POINTS WITH N OF CENTER GIRDER SUPPORT ONLY FINRL DRAWINGS THE DISTANCE INSIDE THE BUILDING THE SERVICE lfi CONNECTORS SHALL BE INSTALLED CAPABLE FLOOR,R MINIMUM NET CLEAR OPENING FRIES OF SHALL COMPLY WITH SECTIONS F29069LS 16 3 WRY RND 4 WRY SWITCHES SHALL BE SO WIRED THRT THE UPPER AND LOWER 1/3 OF THE APPLIANCE'S ' FOR SITE WORK REQUIRED IN CONNECTION WITH ENTRANCE CONDUCTORS SHALL BE ALLOWED TO TRAVEL ' OF RESISTING UPLIFT FORCES SPECIFIED 57 SQUARE FEET,A MINIMUM NET CLEAR OPENING 7 HORIZONTAL DRAIN LINES 2 1/2'OR LESS SHALL ALL SWITCHING IS DONE ONLY IN THE UNGROUNDED VERTICAL DIMENSIONS SET-UP/INSTRLLRTION OF THE UNIT SHALL BE DONE TO THE MAIN DI5CCONNECTING MEANS. ON THE TRUSS DRAWINGS FOR THE ROOF HEIGHT OF 24 INCHES AND R MINIMUM NET CLEAR SLOPE A MINIMUM OF 1/4"PER FOOT CONDUCTOR SWITCHES OR CIRCUIT BREAKERS SHALL NOT AT THE LOWER POINT,THE STRAPPING SHALL MAINTAIN B7 R PE OR R.R.BASED ON LOCAL SOIL CONDITIONS 7 ELECTRIC SERVICE SHALL BE GROUNDED ON SITE BY TRUSS TO WALL CONNECTIOK OPENING WIDTH OF 20 INCHES HORIZONTAL ORRIN LINES 3'TO 6"SHALL SLOPE DISCONNECT TLE GROUNDED CONDUCTOR OF R CIRCUIT R MIK DISTANCE OF 4"RBDVE THE CONTROLS 10 ALL WORK DONE ON SITE SMALL BE APPROVED BY THE THE BUILDER IN RCCORDANCE WITH GOVERNING CODES- CONNECTORS SHALL BE INSTALLED IN ACCORDANCE REQUIRED WINDOW WELLS SHRLL COMPLY WITH R MINIMUM OF 1/8"PER FOOT 17 OUTLET BOXES IN FIRE RATED ASSEMBLIES SHALL BE SEE M1307Z RUTHORITY HRVING JURISDICTION 8 AFTER THE HOME IS SET ON THE FOUNDATION AND THE WITH THE MANUFACTURER'S SPECIFICATIONS SECTIONS R3102-1 B FITTINGS FOR CHANGE IN DIRECTION OF DRRINRGE PR55&SEYMOUR TYPE P11BRN OR R LISTED 11.2012-15 IRC-UNDERSIDE OF FIRST FLOOR-FLOOR ELECTRICRL SYSTEM I5 COMPLETED BY OTHERS IN 17 SINGLE FAMILY UNITS NOT SUPPLIED WITH ELECTRICAL 16 ERCH DWELLING UNIT SHALL CONTAIN AT LEAST ONE PIPING SHALL COMPLY WITH TRBLE 30051 EQUIVALENT ASSEMBLY SHALL BE PROTECTED WITH 1/2"GTP OR 5/8" ACCORDANCE WITH THE GOVERNING CODES,A COMPLETE POWER (E34OL2.0 REQUIRE WINODWS or DOORS MEETING HRSITRSLE SPACE WITH 70 SO.FT MINIMUM GROSS 9 MAXIMUM LENGTH FROM WASTE OUTLETS TO TRAP OUTLET BOXES ON OPPOSITE SIDES OF FIRE RATED SEISMIC DESIGN FIELD NOTES WOOD STRUCTURAL PANEL SEE SECTION R5013(2012) OPERATIONAL CHECK SHALL BE PERFORMED.THIS CHECK NATURAL LIGHT&VENT REQUIREMENTS FOR THE FLOOR FIRER. WEIR SHALL BE 24" WALL R55EMBLIES SHALL COPLY WITH R303.42, 830213 2015)FOR EXCEPTIONS SHRILL BE THE RESPONSIBILITY OF THE BUILDEP, FOLLOWING PRESS' HABITABLE ROOMS(R303.1), OTHER HABITABLE ROOMS EXCEPT KITCHENS SHALL 10.AS AN ALTERNATIVE TO VENTS THROUGH THE ROOF, EXCEPTION 2 L MRSONRY C05TRUCTION IN SDC DO SHALL COMPLY 9 COMPLETED ELECTRICRL SYSTEMS SHALL BE INSPECTED BATHROOMS(83039)&STAIRWAYS 023037&8) HAVE R FLOOR RRER OF NOT LESS THAN 70 50 FT RIR ADMITTANCE VALVES COMPLYING WITH RISE 1051 16 WHEN CIRCUITS WILL NOT FIT IN R SINGLE PANEL BOX, WITH SECTION R60512. AND TESTED IN CONFORMANCE WITH NFPR-70 18 2012-15 IRC-END-JOINTED LUMBER USED IN FIRE HR3ITRBLE ROOMS EXCEPT KITCHENS SHALL NOT BE SHALL BE PERMITTED FOR R SINGLE FIXTURE OR FOR PH SUB-FEED SHABE INSTALLED SEE DRAWING S. BUILDINGS WITH RBDVE GRACE CONCRETE WALLS SHALL HEAT NOTES TESTING AND INSPECTION SHALL BE PERFORMED BY AN RESISTANT FLOOR,WALL OR ROOF/CLG ASSEMBLIES LESS THAN 7 FEET IN ANY HORIZONTAL DIRECTION MULTIPLE FIXTURE TRAPS SEE SECTION P31-14 19 SEE DWG 3v FOR RODITIONRL 6 2008 NEC ELEC NOTES COMPLY WITH SECTION REDS,REDS,OR DESIGNED IN APPROVED ELECTRICAL UNDERWRITER'S AGENCY SHALL HAVE THE"HRR"DESIGNATION IN IT'S GRACE SEE SECT R3044 FOR HEIGHT EFFECT ON ROOM AREA. LL HORIZONTAL VENT PIPES SHRILL BE LOCATED R 20 SMOKE ALARMS AND DETECTORS INSTALI.ED WITHIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE L SEE DRRWING 3e FOR ENERGY SUMMARY AND NOTES RND 10 WHEN AREAS ARE PROVIDED IN THE FACTORY, 11 MPRrl 17 THE GREATEST RISER HEIGHT DR TREAD DEPTH WITHIN MINIMUM OF S"ABOVE THE FLOOD LEVEL RIM OF R 20 FOOT HORIZONTAL PATH OF A COOKING SEE R30122.4 U VALUES OF WINDOWS AND DOORS. WRSHERS,DRYERS,WATER HEATERS MAY BE 19 2012-15 IRC-SINGLE MEMBER EXT WALL HERDERS ANY FLIGHT OF STAIRS SHRLL NOT EXCEED THE THE HIGHEST FIXTURE SERVED APPLIANCE SHRLL BE EQUIPPED WITH AN ALARM 2. CONCRETE FOOTINGS IN SDC DO SHALL HRVE MIN 2. RLL WINDOWS AND DOORS SHALL BE WERTHERSTRIPPED INSTRI I BY THE MANUFACTURER SHALL HAVER PLATE MATCROVE IID THE THICKNESS OF SMALLEST BY MORE THAN 3/6' 12.SHOWERS SHALL COMPLY WITH SECTION P2708 SILENCING MEANS OR BE OF TE PHOTO-ELECTRIC TYPE REINFORCEMENT RS REQUIRED IN SECTION R40313 3 CONNECTED ELECTRIC BASEBOARD HEAT LORD SHRLL NOT WHEN RRFAS OR APPLIANCES ARE NOT PROVIDED, THE WALL DIRECTLY ABOVE AND BELOW THE HEADER TREAD DEPTH OF WINDERS SHALL COMPLY WITH LAVATORIES SHRLL COMPLY WITH SECTION P271-L 21 SMOKE ALARMS AND DETECTORS SHRLL NOT BE 1 FOUNDATION WALLS IN SOC DO WITH A MAX WALL EXCEED 808 OF RATED CAPACITY 1'-O"OF BRSESORRD APPLIANCES SHRLL BE PROVIDED BY THE BUILDER, 20 MUNC7 HOMES,INC SHALL NOT BUILD SUNROOMS, 83117521 R FLIGHT OF STAIRS SHALL NOT HAVE WATER CLOSETS SHRLL COMPLY WITH SECTION P2712. INSTALLED WITHIN R 3 FOOT HORIZONTAL PATH FROM HEIGHT OF 8 FEET RND MAX UNSPLANCED BRCKFILL IS RATED AT 250 WATTS,240E MANUFACTURER OR RETAIL CUSTOMER RND GUESTROOMS,MAZZRNINES OR APPLY PV SYSTEMS PER A VERT RISE>12'B/W FLR LEVELS OR LANDINGS BATHTUBS SHALL COMPLY WITH SECTION 2713 A DOOR TO A KITCHEN OR BATHROOM CONTAINING HEIGHT OF 4 FEET SHRLL COMPLY WITH THE 4 ELECTRIC BASEBOARD UMTS SHALL BE INSTALLED TO INSTALLED ON SITE THE APPROPRIATE SECTIONS WITHIN THE 2015 IRC THE WIDTH OF EACH LANDING SHALL NOT BE<THE 13 13RTTUS AND SHOWER FLOORS AND WALLS ABOVE A SHOWER OR A TUB REQUIREMENTS OF TABLE R40411(ll AND SHRLL HAVE MANUFRCTURER'S INSTRUCTIONS LRBELING OF UNITS 11.FILLWORK DONE ON SITE SHALL BE APPROVED BY STAIRWAY OR DOOR SERVED. EVERY LANCING SHRLL BATHTUBS WITH INSTALLED SHOWER HERDS AND IN 22 SMOKE RLARMS AND DETECTORS SHRLL NOT BE ONE NO 4 HORIZONTAL BAR LOCATED IN THE UPPER SHRLL COMPLY WITH M13031(4) THE AUTHORITY HAVING JURISDICTION - HAVE R MIN DIM OF 36"MEASURED IN THE DIRECTION SHOWER COMPARTMENTS SHALL BE FINISHED WITH R INSTRLLED WITHIN A 3 FOOT HORIZONTAL PATH FROM 12 INCHES OF THE WALL 5 1'-0"OF HYOROMC BRSEBORRP HEAT=550 BTI111 RT 12.ON-SITE DECK/PORCH/STOOP SHRLL EXTEND UNDER EXT OF TRAVEL NONABSORBENT SURFACE SUCH WALL SURFACES SHALL THE TIP OF THE BLADE DF R CEILING SUSPENDED R MIK THICKNESS OF 75 INCHES IS REQUIRED FOR 160E AT 1 GALLON PER MINUTE GFCI RECEPT F15 SHOWN SO THE RECEPT MAY BE 18 STAIRWAYS SHALL NOT BE<36°IN CLEAR WIDTH EXTEND TO R HEIGHT OF NOT LESS THAN 6-0"ABOVE (PADDLEDFHW. PLAIN CONCRETE FOUNDATION WALLS EXCEPT THAT R 6 FOR HTOROMC BASEBOARD HEAT SYSTEM,MANUFACTURER ACCESSIBLE FROM THE DECK/PORCH/STOOPRT ALL POINTS RBOVE THE PERMITTED HANDRAIL HEIG THE FINISHED FLOOR 23 INTERIOR STAIRWAYS HAVING 6 OR MORE RISERS SHRLL MIN THICKNESS OF 5 INCHES SHALL BE PERMITTED SUPPLIES HEAT UMTS CONSISTING OF: 13 REO'0 FRONT AND REAR EXT GFCI RECEPT SHRLL BE AND BELOW THE REDD HEADROOM HEIGHT HRNORRILS 14 SHOWERS,TUB/SHOWER AND WHIRLPOOL/SHOWER RECIEVE R WALL SWITCH AT ER FLOOR LEVEL TO FOR PLAIN CONCRETE FOUNDATION WALLS WITH A MAX COVER,ELEMENTS,CAPS, 3/4"TYPE M COPPER STUBBED ACCESSIBLE FROM GRACE RODITIONRL"GRACE- SHALL NOT PROJECT>4.5"ON EITHER SIDE OF THE COMBINATIONS SHRLL BE EQUIPPED KITH CONTROL CONTROL THE LIGHTING OUTLET HEIGHT OF 4 FEET,6 INCHES THROUGH THE FLOOR BUILDER IS RESPONSIBLE FOR THE ACCESSIBLE"EXT GFCI RECEPTS SHRLL BE PROVIDED STAIRWAY RND THE MIN CLEAR WIDTH OF THE STAIRWAY VALVES OF THE PRESSURE BALANCE, 24.MORE THAN 2 NMB CABLES PASSING THRU A FIRESLOC PLAIN MASONRY FOUNDATION WALLS SHRLL BE A MM BOILER AND ALL MATERIALS TO COMPLETE THE SYSTEM. AND INSTALLED BY OTHERS(BELOW THE MODULES)AT AT AND BELOW THE HANDRAIL HEIGHTSHIHLL NOT BE THERMOSTATIC MIXING OR COMBINATION HOLE MUST BE DERATED PER NEC TABLE E3W53 OF 8 INCHES THICK SEE R40414 7 COPPER WATER PIPE,TYPES K AND M SHALL COMPLY THE FRS SHAND OWN REAR BOFFITHE E5HOUSE SHOULD THE. <3L5'WHERE R HANDRAIL.IS INSTALLED ON ONE SIDE PRESSURE BRLRNCE/THERMOSTRTIC MIXING VALVE 25 RFCI PROTECTION:SEE ELEC NOTES 7&8 OF Pq 3. 4. FOUNDATION WALLS IN SOC DO WITH A WALL HEIGHT WITH RSTM B 88 (MECHANICAL SYSTEMS ONLY) NOT 19 AND2FACTORY O R HFINDR ILS R ETINS ALLED ON BOTH GH FLOOR SIDES TYPES E/ANWI 1O16GH LIMIT STOPS COMPLYING WITH EXCEEDING 8 FEET AND UNBALANCED BACKFILL HEIGHT 8 - - � - INDICATES PIPING BELOW FLOOR BY THE EXCEEDING 4 FEET SHALL COMPLY WITH THE LARGE ENOUGH TO PILLOW STAIRS TO COMPLY WITH THE MGH LIMIT STOPS SHRLL BE SET ELECTRICRL SYMBOLS REQUIREMENTS OF TABLE 840411(2),840411[3), FOR H BUILDER. INDIICATES DIRECTION OF FLOW 831171 TO LIMIT NATER TEMPERATURE TO A MAXIMUM 120'F R40411(4)RNO SHALL HAVE TWO NO 4 HORIZONTAL HERT FIELD NOTES 20 STEP FLASHING REQUIRED WHERE R ROOF ABUTS R 15 BATHTUBS INCLUDING GARDEN,WHIRLPOOL AND HOT ERRS LOCATED IN THE UPPER 12 INCHES OF THE NRLL 9 MRNUFRCTURER INFILL PROVIDE R FARMED CHASE UPON REQUEST TO ALLOW FOR FLUE(5)OR DUCTS TO BE VESTICAL SURFACE TUBS 5HRLL HFlVE OUTLETS AND OVERFLOWS RT LEAST 6 DUPLEX RECEPT S SINGLE SWITCH SEE R404.1.4, INSTALLED ON SITE BY THE BUILDER SIZE TO BE L IF HABITABLE ROOMS ARE TO BE INSTALLED ON SITE 2L 36"WIDE ICE-GRURD REQUIRED IN ALL CLOSED VRI 15 INCHES IN DIAMETER,AND THE WASTE OUTLET c� 5 FOUNDATION AND WALL ANCHORAGE IN SDC D0,IN IN BRSEMENT BY BUILDER AND R COMBUSTIBLE FUEL 22.MIR HABITABLE ROOM CLG HEIGHT=T-0' SHRLL BE EQUIPPED WITH AN APPROVED STOPPER ® GFI RECEPT 53 THREE NRY SWITCH ADDITION TO TFE REQUIREMENTS OF 840316, DETERMINED BY THE:BUILDER FURNACE IS SPECIE-LED,R FURNACE ROOM SHRLL BE 23 BLOCKING REQUIRED BETWEEN JOISTS(ABOVE AND 16 JOINTS AROUND PLUMBING FIXTURES SHALL BE MFIOE � ANCHOR BOLTS SPACED NOT MORE THAN 6 FEET OC 10 FLEXIBLE DUCT CONNECTORS SHALL BE LIMITED TO 14 CONSTRUCTED AND A VENT TO EXTERIOR PROVIDED BELONI AT BRACED WAIS PERPENDICULAR AND WATERPROOF AT FLOORS,WALLS AND COUNTERTOPS FEET IN LENGTFL FLEXIBLE DUCT LENGTH IS UNLIMITED WRTERPROOF RECEPT THERMOSTAT SHALL BE LOCATED WITON 12 INCHES FROM THE ENDS BUILDER SHALL COMPLY WITH APPLICABLE CODES FOR PARALLEL WI FARMING 17 COPPER RND PLASTIC PIPE SHRLL BE PROTECTED OF EACH PLATE SECTION AT INTERIOR BEARING WALLS, 11.SYSTEM FOR HAS OPTION OF OMITTING THE HEATING ANY ADDITIONAL REQUIREMENTS 24 OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE WHEN LESS THAN 1 1/4"FROM NEAREST EDGE OF WOOD 220 RECEPT - SYSTEM FOR ON SITE INSTALLATION BY THE BUILDER FINISHED GRACE MUST MATNTRIN THE LOWEST PART OF ® PANEL BOX INTERIOR BRACED WALL LINES AND AT ALL EXTERIOR 2 ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE MEMBER PROTECTIVE SHIELD PLATES 5HRLL BE R MIN. WALLS 12.2009-15 IRC-WHERE R CLOTHES DRYER SPACE I5 AUTHORITY HAVING JURISDICTION. THE WINDOW CLERR-OPENING A MINIMUM OF 24"ABOVE OF 0062"THICK STEEL AND SHALL COVER THE AREA LIGHT PLATE WASHERS,R MIN OF 0229°x3"x3"SHALL BE PROVIDED,A DRYER EXHAUST SHRLL BE INSTRLLED 3 IT IS NECESSARY TO INSULATE THE BASEMENT WALLS THE FINISHED FLOOR OF THE ROOM IN WHICH THE OF THE PIPE WHERE THE MEMBER I5 NOTCHED OR USED ON EACH BOLT BETWEEN THE FOUNDATION SILL IF NOT INSTALLED BY THE MANUFACTURER,IT MUST TO ENSURE COMPLIANCE WITH THE FORCED AIR DUCT WINDOW I5 LOCATED IF THE WINDOW CLEAR-OPENING BORED AND SHRLL EXTEND R MINIMUM OF 2"ABOVE PLATE AND THE NUT BE INSTALLED BY THE BUILDER R-VALUE REQUIREMENTS IN UNCONDITIONED SPRCES DOES NOT MEET THESE PERRMETERS,THE BUILDER SOLE PLATES RND BELOW TOP PLATES SEE P26032.1. ® RANGE HOOD VENTED TO EXT 4 FEET CC MAX RNCHOR BOLT SPACING FOR BUILDINGS 13 2009-12 IRC-WHERE R CONCEALED DRYER DUCT IS THAT PRE NOT INSULATED,THE FORCED AIR DUCT SHALL BE RESPONSIBLE FOR COMPLIANCE WITH 18 CONCEALED PIPING IN UNHEATED AREAS INCLUDING OVER 2-STORIES IN HEIGHT INSTALLED,THE LENGTH OF DUCT SHALL BE MUST BE COVERED WITH SUFFICIENT INSULATION TO SECTION 86132 2006 IRC),R5122(2009 IRC 6 MW, OUTSIDE WALLS SHALL BE PROTECTED AGAINST ® FRN LIGHT VENTED TO EXT SEE R403161 AND R602111 PERMANENTLY IDENTIFIED WITHIN 72"OF THE DUCT ATTAIN R FORCED AIR DUCT INSULATION VALUE AS R312 2012-15 IRc). FREEZING PIPING SHALL NOT BE LOCATED IN SMOKE DETECTOR O JUNCTION BOX 6 Al WORK DONE ON SITE SHRLL BE APPROVED BY THE CONNECTION. 2015 IRC 5IGNRGE RECD WHEN> 36 RUN. DEPARTMENT OF STATE 25 2009-15 IRC d MR-"HABITABLE ATTICS"5HRLL BE UNHEATED SPACES WHEN POSSIBLE AUTHORITY HAVING JURISDICTION 142009-12 IRC-DRYER DUCTS IN5TRILED WITHIN 1-1/4" pM51oN OF BUILDING STANDARDS AND CODES _ DESIGNED WITH PERMANENT STAIR FOR VERTICAL 19.CONCEALED PLUMBING SHALL BE TESTED IN PLANT SMOKE/CO DETECTOR HYDRONIC Bg5EB0 OF THE FARMING EDGE SHALL BE PROTECTED WITH R PROVRL EGRESS AND R MINIMUM OF W EGRESS WINDOW NO PLUMBING 5HRLL BE CONCEALED BEFORE TESTING ALBANY,NY 112]1-0001 METAL SHIELD Y'ABOVE THE SOLE PLATE AND 2° Appmrdfan S)s[em,NedeEar Cvmpvnenl 26 2003-15 IRC 6 MR-BRACED WALL ANALYSIS SHRLL BE TEST GAUGES SHALL COMPLY WITH SECTION P2503A o ELECT SASEBD STRIP OUTLETS PLUMBING FIELD NOTES BELOW TFE TOP PLATE Skimp v[ PERFORMED ON EACH MODEL PER SECTION R60210 20 IN-PLANT PLUMBING SHRLL BE LABELED AND 15 2009-]5 IRC-MICROWAVES INSTALLED ABOVE COOKING M1387 2016-061 10/04/2016 (2003-2015 IRC 6 MR) PROTECTED DURING TRANSPORTATION, 2B 2009-15 IRC-WATER SUPPLY RISER FROM SHOWER L BUILDER RESPONSIBLE FOR SUPPLYING 6 INSTALLING APPLIANCES SHALL CONFORM TO UL 923 pp,mbvn Nb pato o(Appmrd 27 2012-IS IRC-DRIP EDGE SHALL OVERLAP T',EXTEND A PLUGGED,CAPPED,ETC. VALVE TO HERD OUTLET SHALL BE SECURED USING DISHWASHER 6 ICE-MAKER-BOX WRTER HAMMER 16 RETURN AIR OPENING PLACEMENT RESTRICTIONS PER Mavdetaefs N. 2L SEE DRAWING 6b FOR ADDITIONAL PLUMBING NOTES ARRESTOR COMPLYING WITH ABBE 101Q Mvn ()sag.aal¢aftc t d-d=rrraE"Lrnsdure famrynmms Way MINIMUM OF LH BELOW THE RODE SHEATHING,EXTEND 22 CEMENT,FIBERCEMENT,OR GLR55 MATT GYP BD DEVICES DESIGNED FOR USE WITH THE SPECIFIC PIPING FOR 2009-15 IRC STATES,NATER HAMMER ARRESTORS INC SECTIONS LL PI 6 GRIND SD09-RHA TRC) TN, (Elnt J ,m&.Bnams„darzr-.,,nbGaYma,,W5- bovr LLP THE ROOF SHEATHING 2",ANO BE FASTENED WITH MATERIALS OR FITTINGS ANCHORED WITH SCREWS 17 IDENTIFICATION IRC-RLL PIPING RND TUBING SHALL BEAR THE totr aFI Iv Il nmrare lne maredatlumlfmn iesR.u;btayM�ri�iwv aNms ROOFING NAILS V 12" E ROOFING AT THE EAVE COMPILING AS WITH RSTM WALL ILEIC1235,DR LI176 5HRLL BE 29 2009-15 IRC-EACH FIXTURE DRAIN SHRLL CONNECT ORE ONLY NECESSARY AT ICEQUIRE-B Y RND IDFMIFICATIDA TIC PIPE,FrR mvm®mTmn Nr eppmvmmovneas SHALL EXTEND OVER THE DRIP EDGE(G THE BRING RND USED p5 BRCI:ER FOR WALL TILE NS TUB/SHOWER AREAS INDEPENDENTLY S THE HORIZONTAL NET PINT. OISHWMANUFACTURERS LOCATIONS IF REQUIRED BY THE 18 2012 IRC-PLASTIC PIPE FITTINGS AND COMPONENTS Pds"eaNAalwRNmcH ,,"fmappmdbyft Coag E,Janmre` UNDER THE GRIP EDGE AT ll-E RAKE(GR SHINGLES CONFORM NATER RESISTANT(178 OR ARD)GTP6D SHALL 30 2015 TRC-DOMESTIC HOT NATER SUPPLY PIPING MANUFACTURER'S INSTRUCTIONS SHALL BE 3rd PARTY CERTIFIED AS CNFRMNG TO NSF14 MAY BE CUT FLUSH WITH THE DRIP EDGE UNLESS CONFORM WITH RSTM 1396,C1178 OR C1276.(8707971 SHALL BE INSULATED TO A MINIMUM OF R-3 UNDER 2. BUILDER RESPONSIBLE FOR SUPPLYING AND 19 2012-I5 LRC-ALL PIPING, TUBING AND FITTINGS SHALL � � ( BA +°TJ OTHERWISE SPECIFIED BY THE SHINGLE MFINUFRCTURFJ, 23 THE DISCHARGE WATER TEMP FROM FI BIDET FITTING THE FOLLOW CONDITIONS(PRESCRIPTIVD. 3 INSTALLING INSTALLED PIPING BETWEEN SE:FIRE ECOND 6 FIRST EITHER BE TESTED OR CERTIFIED BY FIN APPROVED Nohn,R Add-,PE,AWO;Dh.o p'a)IAadreadaq BA SHALL BE LIMITED IT q MAXIMUM TEMP.OF ll0'F BY -PIPING 3/4"AND LRRGER. T[RD-PARTY TESTING RGENCY A NATER TEMP LIMITING DEVICE THAT -PIPING SERVING MDRE THAN ONE DWELLING UNIT FLOOR5,BATHROOM TILE d FREIE PROTECTION ON 202012-IS IRC-EIEC BASEBOARD HEATERS MUST BE LISTED CONFORMS TO ABBE SD7D CRAWL SPACE PIPING PLUS PLL WORK DONE ON SITE -PIPING FROM NATER HEATER TO R DISTRIBUTION AND LRBEI PER UL 1042. 24 WHERE MRNUFRCTURER's INSTRUCTIONS RRE NOT 5HRLL BE APPROVED BY TE RUTHORITY HAVING MRC-WASD 2L 2012-15 IRC-WHOLE HOUSE MECHRNICRL VENTILATION WHIRLPOOL R 12"X1T RCCE55 SHALL BE PROVIDED TO 3L 2012-I5 IRC-WASTE WATER FROM BATHTUBS,SHOVERS, JURISDICTION PIPING SHRLL BE FIELD TESTED SYSTEM REOURLED PER M1507. WHIRLPOOL CIRCULFlTION PUMP LE55 THAN 24"FROM LAW,CLOTHES WASHERS,AND LAUNDRY TRAYS MAY BE BEFORE CONCEALMENT 22 OUTDOOR INTFIKE OPENINGS WITHIN 10'OFR MASTER SERIES THE ACCESS OPENING THE ACCESS MUST.' 1O X18" DISCHRRGED TO AN RPPROVED GRAY WATER SYSTEM 4 ROUGH AND FINISHED EC SYSTEMS SHALL BE TESTED CONTAMINATION SOURCE ARE TO BE Y BELOW THE arzans FOR CIRCULATION PUMPS GREATER T71FlN 24°FROM DESIGNED PER SECTION P3009. IN ACCORDANCE WITH SECTIONS P250351 R(D CONTRMINgTION SOURCE 2003-09 IRC-MR),3'BELOW RLL MODELS THE ACCESS OPENING P27201 P250352 _�§H0;1¢A)� 25.NET-VENTING PER P3108. 32 2012-15 IRC-PIPE FITTINGS.TRAPS,FIXTURES 5 ROUGH AND FINISHED WATER SUPPLY SYSTEMS SHALL FOR 2012-15 IRC UTILIZED IN A PLUMBING SYSTEM SHRLL BEAR THE ID 23 2012-15 IRC-RIR EXHAUST OPENINGS SHALL TERMINATE C jN.SiE1, 25 SHOWER COMPARTMENTS CAN WAVE A MINIMUM FINISHED OF THE MANUFACTURER,REFERENCED STANDARD AND BE TESTED IN ACCORDANCE WITH SECTION PZ5037 3'OR MORE FROM PROPERTY LINES,3'FROM OPENINGS SCHEDULES b NOTES E C INTERIOR DIMENSION OF 25'PROVIDED THE SHOWER 3rd PARTY INSPECTION AGENCY INSPECTION&TESTING OF BACKFLOW PREVENTION (WINDOWS,ODORS,ETC)INTO THE BUILDING,AND 10' COMPARTMENT'S CROSS SECTIONAL AREA IS FIT LEAST 33.VENT SHALL TERMINATE Z ABOVE OPENINGS WITHIN 10' DEVICES SHRLL COMPLY WITH SECTIONS P250181 FROM MECHANICAL RIR INTAKES UNLESS THE EXHAUST MUNC7 HOMES, INC. 1300 SOURCE INCHES A SHOWER COMPARTMENT EGRESS 2003-2009 IRC-MR),3'ABOVE OPENINGS WITHIN 10'FOR AND P250362 OPENING I5 3'ABOVE THE RIR INTAKE OPENING SHRLL BE A MINIMUM CLEAR RND 6 RLL WORK DONE ON SITE SHRLL BE APPROVED BY d n UNOBSTRUCTED FINISHED WIDTH OF 22 INCHES 2012 1 DRC' THE AUTHORITY HAVING JURISDICTION. 24 2015 IRC.CONDENSATE DRAINS TO BE INSTL'D TO ALLOW 1567 PR ROUTE 442 "Hc 1 . 27.(NJ,06-15 IRC&MR)THE HOT WATER TO BRTHTU85 34 2003-12 IRC-LAUNDRY TUB MIN 1-1/4"DRRIK 1-1/2" MAINTENANCE OF THE DRAIN W/0 CUTTING THE DRRIK op 07nfl OR WHIRLPOOL TUBS SHALL BE LIMITED TO R MAXIMUM LAUNDRY TUB MIN DRAIN-2015 IRC,MR,NY,NJ&ME - 252015 IRC REFERENCE DUCT LENGTH TR13LE M35052 IF MUNCY, PR 17756 . - �'11T1-it OR WHI RPOO OF ISS ABY LR NATER TEMPERATURE 35 PIPE,PIPE FITTINGS,JOINTS,VALVES,FAUCETS& MRNUFACTURSTS INSTRUCTIONS NOT AVAILABLE LIMITING DEVICE THAT CONFORMS TO A55E 1070 COOKING �RgLLGC50 YSNITM NSF YING WATER F&CONTOR E a& DRN BY DATE SCALE REV SHT NO EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY WEIGHTED AVERAGE LEAD CONTENT OF<or=025% R COMBINATION NB/SHOWER VALVE 0`29062.1,2015 IRC) DATABASE NAME 03\3b_n 06 MJL 3-22-91 1 NONE 1 6-01-2016 36 FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHERTHING SCHEDULE: WALL SHEATHING SCHEDULE: - FLOOR SHEATHING SCHEDULE: ROOF PANEL SPAIN O/C SPACING AND MAXIMUM NOTES RATING REQUIRED ALLOWABLE LIVE LORD L ECURL OR BETTER MATERIAL MAY BE SUBSTITUTED 3/8'PLYWOOD SHEATHING 3/8"PLYWOOD SHEATHING 19/32"TQG PLYWD STURD-I-FLOOR OR EOURL SHEATHING SPAN 2 MANUFACTURER HAS OPTION OF DECREASING THE 11AlIT JOIST SIZE,SPECIES AND GRACE OF FLOOR JOIST(NOTE a2 6 3) UNIT JOIST SITE-SPECIES AND GRADE OF FLOOR JOIST-SEE NOTE a2 6 3 7/16" " " - 7/16" 5/B" THICKNESS RATING 24° 191° 16" ELEMENT OC SPACING - - WIDTH SPACING WIDTH SPACING 15/32" 15/32" 23/32" " " 3 END JOWfID LUMBER MAY BE USED INTERCHANGEABLY 40 PSF LIVE LOAD 60 PSF 11 3/B"OB SHERTF�•tG1/2" ° 3/e"OB SHFATFING1/2" " 3/4' ° " 7/15" 24/16 40 PSF 65 PSF 100 P5F WITH SOLID SAWN MEMBERS OF THE SAME SPECIES 19/32'TdG DE STURD-I-FLOOR OR EOURL 15/32• 32/16 fi5 PSF 110 PSF 165 PSF AND GRADE IN WALL CONSTRUCTION. -24' ]Z" 2.8 SPF n2/el OR eQURL - IS/ 75/3 ° 5/8" " 19/32' 40/20 120 PSF 195 PSF 275 PSF SEE SHT 3a,GENERAL NOTE5-L NOTE-IS,FOR FIRE 15/32" 15/32" 24' 16° 2x8 SPF a2/al QR EQUAL 1/2" ° 1/2" " 3/4 ° ° 23/32° 48/24 175 PSF 270 PSF Na RESISTANT ASSEMBLY REOl1IRMINTS 24' 16" 2x12 SPF(SOUTH)a2 OR EQUAL 15/32'COMBINRTION SHEATHING/SIDING 4. ALL SUMMARY TABLES REFLECT THE 2005-2015 NDS 24' 24" 2210 SPF(SOUTH OR EQUAL 24' 16" 2x12 SPF(SOUTH)a2 OR EQUAL ° 5 WHEN ATTIC FLOOR I5 DESIGNED FOR STORAGE,USE 1/2"COMBINATION SHERTHINNG/SING SEE GENERAL NOTE=5 26' 12' 2.8 SPF a2/nl OR EQUAL 26' 16" 2x10 SPF a2/a1 OR ECURL 19/32"COMBINATION SHEATHIIJG/SIDING THE ROOF SHEATHING SCHEDULE(3/8'NOT APPLICABLE) 2C 16' Zx6 SP nl OR ECURL - 26' 15'- 2x12 SPF(SOUTHO a2 OR EQUAL 5/B°COMBINATION 5HERTHIING/SIDING 6 INTERIOR NONiOFlDBEARING NFll15 WIRY BE 29 16° 2x10 5PF(SOUTH)a2 OR EQUAL 28' 12" 2x10 SPF(SOUTH)a2 OR ECURL SEE GENERAL NOTE a7 CONSTRUCTED OF WOOD STUDS 26' 24• 2.10 SPF(SOUTH) OR ECURL 28' 15' 2.10 SP al OR ECURL WOOD STUDS SHRLL BE R MIN OF 2x3 SPF STUD GRRDE 26'. 24" 2212 SPF(SOUTH)a2 OR EQUAL 28' 16" 2x12 5PF(SOUTH)a2 OR EQUAL _ SPACED NO MORE THAN 24"OC WITH R MAXIMUM 26 192" • 3x2x9 3/8"TRUSS JOIST OR ECURL 31' 12" 2.10 5P nl OR EQUAL - CEILING HEIGHT OF 10'-0" 31' ifi" 2212 SP !1 OR EQUAL RS•RN OPTION,PRE-ENGINEERED WOODS STUDS MAY (SOU 28' 12" 2.8 SPF aOR EQUAL ALSO BE UTILIZED THESE ARE MANUFACTURED IN 28' 16" 2x10 SPF(SOUTH)a2 OR EQUAL - - • ALL SHEATHING IS AGENCY RATED - EITHER 2x4 OR 2xB NOMINAL DIMENSIONS 7. RATED SHERTHBNG PANELS WITH ROOF SPAN RATING 28' 24° 2x12 SPF(SOUTH)n2 OR EQUAL FLOOR.JOIST SUMMARY NOTES: OF 24"OR GREATER INSTALLED WITH LONG DIMENSION 28' 192" 3x2x9 3/6"TRUSS JOIST OR EQUAL L JOISTS USED IN AN EXTERIOR APPLICATION TO BE PRESSURE BRSEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPRCING (NOTE US) EITHER PRRRII FI OR PERPENDICULAR TO STUDS TREATED LUMBER SEE SECT a3S OF APPROVED CRLC MANUAL 16"OR 24'OC (EXCEPT 3-PLY PLYWOOD PANELS MUST 31' 16• 2.10 5PF a2/al OR EQUAL 2 SEE SECT n7 OF APPROVED CRLC MANUAL FOR INTERIOR RPPL FLOOR JOIST BE APPLIED WITH LONG DIMENSION ACROSS STUDS 31' 24" 2.12 5P n2 OR EOURL UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BRSEMENT CENTER GIRDER CENTER GIRDER WHEN STUDS ARE SPRCED 24"OC). 31! 192" •3.2.9 3/8"TRUSS JOIST OR ECURL 3 INTERIOR RPPLICRRONS UP TO 125 PSF MRY BE FOUND IN SECTION a7 WIDTH STORIES - X/12 SNOW LOAD NRLL LORDS SUPPORT LORDS SUPPORT SPACING - RATED SHEATHING PANELS WITH ROOF SPAN RATING OF THE APPROVED CRLC MANUAL 0`9)P5F SEE NOTES SEE NOTES SEE NOTES LESS THRN 24"INSTALLED WITH LONG DIMENSION • SEE DETAIL a5 OF SHT Ba n1. n2-a6 al AND n2 al,a3,n7 - EITHER PARALLEL OR PERPENDICULAR TO STUD5 16"OC (EXCEPT PLYWOOD PANELS 3/8"THICK OR 24' I RR,RANCH,ELL,SPLIT,TEE LESS THAN 9 35-50 653-804 1278-1578 5'-3"-S-1" LESS MUST BE APPLIED WITH LONG DIMENSION 30 PSF LIVE LORD 26' 1 LESS THAN 9 35-50 859-1101 1402-1738 8'-5"-T-9" RCRO55 STUDS) 24' 16" 2x8 SPF. O n2 ECURL 28' 1 LESS THAN 9 35-50 B79-1107 1564-1956 B'-2"-7'-4" 24' 24" 2x8 SPF aS2/.t OR EQUAL 'CUU RL 311 LESS THAN 9 35-50 979-1238 1724-2158 7'-9"-7'-0" 24' 24" 7x10 SPF(SOUTH) TH) 2 OR EQUAL - 24' 2 2 STORY LESS THRN 9 35-50 1033-U84 2018-2318 4'-S"-4'-2' 26' 16" 2.8 SPF d2/al OR EQUAL 26' 2 2 STORY LESS THAN 9 35-SD 1267-1509 2198-2534 7'D"-6'-5° 26' 24" Zx1O 5PF(SOUTH)n2 OR EQUAL 28' 2 2 STORY LESS THAN 9 35-50 1314-1542 2414-2806 61-6"-6'-l" 31' 2 2 STORY LESS THAN 9 35-50 1455-1715 2658-3092 6'-3"-5-10" 28' 36" 2.8 SPF a2/al OR ECURL 24' 1 RR,RANCH W/ATTIC STOP- 5-7 35-50 895-1168 1294-1602 S-B"-4'-11" N 28' 16" 2xIO SPF(SOUTHD a2 OR EQUAL 26' 1 5-7 35-50 1050-1388 1136-1338 9'-S°-8'-9" 11 24" 2x10 SPF n2/al OR ECURL 28' 1 5-7 35-50 1098-1436 1230-1456 _ 91-111-B'-5' _ 31' 12" 2.8 SP a2 OR ECURL 31' 1 5-7 3S-50 1115-1443 1366-1622B'-9"-T-11"31' 16" ZdO 5PF(SOUTH)n2 OR ECURL 24' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1275-1548 2034-2342 "5"-4'-2" 31' 24" 2.12 SPF a2/al OR EQUAL 26' 2 2 STY W/ATTIC STORAGE 5-7 35-50 1458-1796 1932-2134 714"-T-O" 28' 2 2 STY W/ATTIC STORAGE 5-7 35-50 1533-1871 2080--2306 T-2"-6'-B" 31' 2 2 STY W/ATTIC STORAGE 5-7 35-50 1592-1920 2300-2556 6'-1D"-6'-5' , EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 28' 2 CONTEMPORARY LESS THAN 9 35-50 1385-1546 2638-2916 8'-D"-T-6" UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES 31' 2 1 CONTEMPORARY LESS THAN 9 35-50 1563-1743 2992-3312 7'-6"-7'-0" WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CF G NUMBER UNIT NUMBER GROUND SIZE,SPECIES, GRADE STUD CEILING 24 1 CAPE 9 35-50 887-1155 _ 1005-It 6-2"-S-ll" ZONES WIDTH OF SNOW SEE NOTES 7,B,9,ll OC HEIGHT MRRR WIDTH OF SNOW SEE NOTES 7,9,11 OC HEIGHT 26' 1 CAPE 9 35-50 890-1148 1158-1372 - 9'-S'-8'-9' MPH STORIES ORD(P SPACING NOTE 6 WALLS STORIES ORD(P) SPRCING NOTE 5 2g' 1 CAPE 9 35-SD 1001-1291 1118-1436 9'-1"-81-5" _ 191/330 24'-31' 1-2 50 2x6 SPF SND 24" 95" 2 24'-31' 1 35 2.3 SPF a2/al 24" 96 38 1 CAPE 9 35-50 1168-1522 1280-1490 9'-1"-8'-5" NOTE 1 2 24'-26' 1 50 2.3 SPF-2/-1 24" 96" 24' 2 2 STORY CAPE 9 35-50 1267-1535 1746-1908 4'-10"-4'-7" 2 24'-31' 1 50 2x4 SPF SND 24" 96" 2 24'-31' 1-2 50 2z4 SPF SND 16° 96" 25' 2 2 STORY CAPE 9 35-50 1298-1556 1954-2168 7'-4"-T-O" " 28' 2 2 STORY CAPE 9 35-SD 1436-1726 2068-2286 T-2"-V-30• 110/142 Z24' 5 31' 1-2 SD 2x6 SPF STUD 36" 96• MARRIAGE WALL SND SUMMARY-APPLICABLE TO UNITS WITH A 5/12 AND 31' 2 2 STORY CAPE 9 35-50 1645-1999 2214-2424 6'-10"-6'-6° 9/29/113NOTE 2 24'-31' 1-2 50 2z6 SPF STUD 24` 96° 7/12 ROOF PITCH AND THE ATTIC IS USED FOR STORRGE APPLICABLE TO 24' 1 CAPE 12 35-50 842-995 1078-1122 65' tZ'- -11" NOTE 1 NOTE 5 UNITS WITH A 9/12 OR 12/12 ROOF PITCH 26' 1 CAPE 12 35-50 892-1012 1206-1260 9'-1"-9'-1" F3;0��'Ied 120/155 24'-31' 1-2 35 2.6 SPF STUD 16' 95" NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 2B' 1 CAPE 12 35-50 977-1117 1264-1318 9'-1"-6'-9" ``r°j F6TC,y1C/1, NOTE 1 HARR. WIDTH OF SNOW SEE NOTES 7,9,10 OC HEIGHT 31' 1 CAPE 12 35-50 U38-•1478 1330-1516 81-9"-B'-2" WALLS I STORIES LJORD IP SPRCING NOTE 6 - r 9 24' 2 2 STORY CAPE 12 35-50 1222-1375 1818-1862 4'-B"-4'-8' EXTFRIDR SIDE WRLL SND SUMMARY-RPPLICRSLE TO UMTS WITH A 2 24'-31' 1 50 2x3 SPF.2/al 24" 96" 26' 2 2 STORY CAPE 12 35-50 1300-1420 2002-2056 7'-2"-7'-2" - 5 TO 7/12 ROOF PITCH AND THE RTTIC IS USED FOR STORAGE 2 24'-31' 1-2 50 2x4 SPF STUD 16" 96" 2B' 2 2 STORY CAPE 12 ) s " 35-50 1412-1552 2114-2168 7'-D"-7'1" WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 31' 2 2 STORY CAPE 12 3S-SO 1615-1955 2264-2500 V-10"-6'-6° � 0Na'07611' rC ZONES WIDTH OF SNOW SEE NOTES 7,e,9,10 OC HEIGHT MARRIAGE WALL SND SUMMARY-APPLICABL.E TO 24' 2 CAPE WITH SHED DORMER 12-411 35-50 112'5-1398 1559-1849 4'-B"-4'-1" _ -- -n'LST4'(t� MPH STORIES ORD(P SPACING NOTE 6 CAPES WITH A SHED DORMER-41112 SIDE 26' 2 CAPE WITH SHED DORMER 12-4J1 35-50 U56-1359 1650-1947 7'-4"-6'-5" 101/130 24'-31' 1-•2 50 2x6 5PF STUD 16" 96" NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRRDE STUD CEILING 28' 2 CRPE WITH SHED DORMER 12-4J1 35-50 1207-1410 1731-2032 7'-4"-6'-5" 101/130 24'-31' 1-2 50 2zfi 5PF SND 24" 96" MRRR- WIDTH OF SNOW SEE NOTES 7, 9,3 OC HEIGHT 31' 2 CRPE WITH SHED DORMER 12-411 35-50 1396-1656 1813-2098 NOTE 1 NOTE S - WALLS STORIES ORD(Pg SPACING NOTE 6 26' 2 SALTBOX 12-5 SEE DWG 3c.1 SEE DWG 3c1 SEE DWG 3c1 SEE DWG 3c1 110/142 24'-31' 1-2 50 2x6 SPF STUD 16' 96" 2 24'-31' 2 50 2x3 SPF a2/al 24• 96" 28' 2 SALTBOX 12-5 SEE DWG 3c1 SEE DWG 3c1 SEE DWG 3e1 SEE DWG 3c.1 SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL - 24'-31' 1-2 50 2x6 SPF 57110 24' 96" NOTE I NOTE NOTES ' 120/155 24'-31' 1-2 50 2x6 SND 16" 86, NOTES NOTE 1 MRRRIAGE WALL SND SUMMRRY-APPLICABLE TO L LEFT NUMBER IS FOR 35 PSF GROUND SNOW ZONE IP9) CAPES WITH R SHED DORMER-12/12 SIDE RIGHT NUMBER IS FOR 50 PSF GROUND SNOW ZONE(P9) - Z LORDS ARE GIVEN IN LB/LINEAL FOOT. EXTERIOR SIDE WALL SND SUMMRRY-APPLICABLE TO NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRRDE STUD CEILING 3. CENTER GIRDER SUPPORT SPRCING I5 BASED UPON THE INSTALLATION OF R 3"RI5C STD STEEL PIPE UNITS WITH A 9/12 OR 12/12 ROOF PITCH HARR. WIDTH OF SNOW SEE NOTES 7,9,3 OC HEIGHT ICOLUMN WITH Fy=36 K5I FIND UNBRRCED COLUMN LENGTH=80 FEET,ALLOWABLE CONCENTRIC WALLS STORIES LOAD(Pg) PACING NOTE 6 LORD=34,000 LBS AND R 1/2"x 9"x 12"STEEL PLATE FASTENED TO THE CENTER GIRDERS ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRANSFERRING THE WIND UNIT NUMBERGROUND SIZE,SPECIES,GRADE STUD CEILING 2 24'-31' DNR SD 2x4 SPF STUD 24" 96" DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. ZONES WIDTH OF SNOW SEE NOTES 7,8,9,10 OC HEIGHT ALTERNATE METHODS SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL MPH STORIES ORO(Pq SPRCING NOTE 6 4 ACTUAL FOUNDATION PLANS FOR DIMEJNSIONAL AND CENTER GIRDER SUPPORT SPACING AVRILABLE UPON REQUEST 101/130 24'-31' 1-2 50 2x6 5PF SND I6" 96° S FOR TYPICAL FOUNDATION DETAILS,SEE ORAWING(S)4 101/130 24'-31' 1-2 50 2.6 SPF STUD 24' 96" EXTERIOR STOF RNO MRRRTRf:E WRI STlin NO S• 6 BASEMENT WRLL LORDS DO NOT REFLECT OPTIONS,SUCH AS DECKS,PORCHES,RAISED ROOF OPTIONS,ETC. NOTE 1 NOTE 5 L NUMBER TO LETT OF"/"IS NOMINAL or BASIC WIND SPEED NasID-NUMBER TO FOR UNITS WITH THESE OPTIONS,LORDS FIRE AVAILABLE UPON REQUEST REFERENCE ACTUAL LORD SECTION RIGHT OF"/"IS ULTIMATE WIND SPEED NutU BOTH REFLECT MPH,3-SEC-GUSTS CONTAINED WITHIN CALC MANUAL(OR CREATED CUSTOM)FOR LESSER LORDING OPTION 110/142 24'-31' 1-2 35 Zx6 5PF SND 15" 9G' 7. SPANS SHOWN REFLECT R(4)MEMBER 2.8 SPF-2 GIRDER FOR 24-WIDE HOUSES,AND R(6)MEMBER 2x10 SPF-2 110/142 24'-31' 1-2 35 2x6 5PF SND 24" gB• 2 WAND ZONES IS BY IRC WIND MAPS OR STATE-SPECIFIC DATA. GIRDER FOR 26 THRU 31-WIDE HOUSES FOR OTHER MEMBERS/SPAN OPTIONS SEE APPROVED CRLC MRNURL NOTE 1 NOTES 3. SEE SECTION-28 OF THE APPROVED CRLC MANUAL 8 SEE CRLC MANUAL SECTION 41 FOR FLOOR LORD ONLY NO ROOF LORD)OR SEE SECT a42 FOR FULL 4 STD TRUSSES REFERENCED FOR RESULTS ABOVE SEE APPROVED CRLC LORDING ff1R 6 ROOF) MANUAL FOR MEMBERS SUPPORTING SPECIAL ROOFS(CATH,RAISED-ROOF,ETCJ S. STUDS PRE LIMITED TO THE SECOND FLOOR CF R 2 STORY UNIT. 6 CEILING HEIGHTS SHOWN ARE CALCULATED HEIGHTS MAY BE GREATER IF A 2x LATERAL BRACE IS PROVIDED AND 1.DOES NOT EXCEED THE CALCULATED LENGTH OF THE STUD SEE SECT 61 6 62 IN CRLC MRNURL FOR GREATER STUD HEIGHTS 7.MANUFACTURER HAS OPTION OF DECREASING THE STUD D.C.SPRCING, 120/155 24'-31' 1-2 50 2x6 5 UD 16° 96" E STUD CALCULATIONS FIRE BASED ON EXP C AT THE GIVEN Vasd/VOt WIND SPEED DEPARTMENTOF STATE NOTE 1 DMSION OF BUILDING STANDARDS AND LODES SHOWN. Vult EXP D EOUNRLEN'TS RITE AS FOLLOWS' 116C=1070,130C=1190, ALBANY,Nrtul7aoot 142C=1310,155C=1420 SEE CRLC MANUAL SECT 3.4 Skimp atAppror.l Hon ryd.m,Bdd<I or component EXTERIOR SIDE WALL SND SUMMARY 9 EOURL OR BETTER MATERIAL MAY BE SUBSTITUTED M1387 2016-061 'IO/O4/2016 APPLICABLE TO CAPES WITH R SHED DORMER ID SEE SECT a20 OF APPROVED CRLC MANUAL, - WIND UNIT NUMBER GROUND SIZE SPECIES,GRRDE STUD CEILING 11•SEE SECT n13 OF APPROVED CRLC MANUAL Manta tnNs No AppGcenon N. Dam dApprord ZONES WIDTH OF NOW SEE NOTES 7,8,9,3 OC HEIGHT IZ 5RWN LUMBER SHALL BE IDENTIFIED BY A GRACE MARK OF AN RCCREDITED NOTICE:TM appmMkxfPG�lomyloume oaippr.Nsdita eawlN®nidaeNvM MPH STORIES ORD(P SPACING NOTE 6 bald Ngs lModt3r)uma,atd:nae anda::.aaddeaua bevlmaMae�adsfm'DI LUMBER GRADING OR INSPECTION AGENCY AHED HAVE DESIGN VALUES CERTIFIED Ahs eQmdsnatnx�relhe mmumnarfmm mga.eaxn)hrd=vhvis,eNmn 101/130 24'-31' 2 50 2x6 5PF SND 24" 96" BY ANl ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 - momuim 6dmw�prtrredmmnen¢ NOTE 1 _ nusaeMNedpvA.mn teTerieoedfore l' {pNwd bT Nobd CadaE�NOIfi®L - 110/142 24'-31' 2 50 2x6 SPF STUD lfi° 96° hhgA Add.., Achnp grecfor DD lAndmedes,Bg 110/142 24'-31' 2 50 Zxfi SPF SND 24' 95' NOTE 1 NOTE 5 p p OTE51 24'-31' 2 511 2x6 SND 16" 96' MASTER- SERIES - RLL MODELS STRUCTURRL SCHEDULES & NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY. PR 17756 DRN BY DRTE SCRLE REV. SHT NO DRTABRSE NAME DJG 3-1-93 NONE 6-01-2016 3c 03\3c_std SEE ACTUAL FLOOR PLAN FOR LENGTH-SEE NOTE a2 - - E I E D NOTES FN, NOTES.L ALL HPNORRIL5 BY BUIlDER. - L IF BUILDER IXCE315 MRX COLUMN SPACING ON SFIT 3e. HEIGHT.34"MIN. -38"MRK 1"MIN NOTE a9 NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL ag SEE NOTE"M ____________________ _____________________—�___—____ ER 2 SEE"GENERAL ENERGY NOTES", E I ________________ ________________--_- BE ASSUMED E THE MSHOWNCON FLOOR PLAN _❑ r_________ ___ 2' WOOp TORW000 MEASUREMENT ORLLOIJAG SHERT1iING TO o NOTE a7,SHT 3e- - 10"MIN for MELIo - I..MIN - I - SEE NOTE a3 I E(TEND DOWN OVER THE SILL PLATE w I I MUST BEAENLARGED ZONIS�TMX51 EOFTMF.OUNORTION x xIFOR LORDING FROM UNIT ON BASEMENT WALL RND7-3/4°MAK I CENTER GIRDER SUPPORT,SEE SHT.3c I4"MqX� - for MO Z - I I 3 PIlASTION M N A LICAB E BUILDER MUST CHECK SOILM0. E - LCONDITIONS RNO APPLICABLE CODES." - , - 8 1/4" I A COLUMN I5 REOUIRED'BENERTH EACH I I = 4 UNIT TO BE TOE-NRILED WITH 16d NAILS 16"oAROUND _ MAX. I ENO OF R CLEAR SPAN CEILING COLUMN SPACING MRY HFlVE I I w PERIMETER,ITT c.2012 IRC,8"oc.2015 IRCBEAM SEE FLOOR PLPN. 5 CRRWL SPACE FOUNDATION REQUIRES 18"x24" ACCESS 55 2x12 I STAIRS ASEI=SRN AL FL OR -I I z REQUIRED VENTIlATION 1 SF FOR EACH150SFPIAN FOR STAIR LOCATION. I w OF CRAWL SPACE AREA PROVIDED BY CROSS VENTS - MADE INSECT 6 RODENT PROOF WITH SCREENING POST I WINDOWS - I OF LOUVERS. SEE CENTER GIRDER SPACING TABLE,BHT a3c6TF05 DEPTH WILL VFlRY CHECK LOCAL REQUIREMENTS 3'-0"MIN _ _ - - I OR VENTSSEE NOTE al 1 r 7. FOUNDATION EXCEPT FOR METHOD OF CENTER GIRDER FIELD WORK SUPPORT ANO SPACING NOT FOR STRTE APPR3�Mwr �E OF r I 3 8 FINAL DESIGN FOR SITE WORK REQUIRED FOR I ��3'RISC E• I o I CONI FTG I I I I SET-UP INSTRUATION OF THE UN17 SHALL BE DONE BY RN ARCHITECT OR PROFESSIONAL ENGINEER IN THE PLATFORM ., i I I COLUMN I ( CCNTWGEN7� STATE AND BASED ON ACTUAL 50IL CONDITIONS FIND ' .. ,-"... ...-,.-..;.,.., - -....•-. ..:-.... .-• - _ SEE NOTE all —— ON 50IL —_ ,. I I z APPLICABLE CODES BEARING —— 4"I 9 STAIRS ARE THE RESPONSIBILITY OF THE BUILDER SUGGESTED STAIRS, STRAIGHT SUGGESTED STAIRS, STRAIGHT I 6 16 CAPACITY' 14" w 7-3/4"MAX RISE R 10"MIN.TREAD REQUIRED FOR MO SCALE: L/2"=1'-0", SEE NOTE #9 SCALE: 1/2"=1'-0" o AND 50ME AREAS OF Ni - SEE NOTE x9 I I I o FIELD WORK 6„ ' ii1 31/2SEE SHT 36 MIN COLUMN FOR O REOUIREDNAL S inn Ind 1 I I I I -I 12(RD REQUIRES DOUBLE SILL PLATE OR USE OF 1"MINI I I FOUNORTION ANCHOR STRAPS x - • 10"MIN For MO I- I I FOUNDATION PLANS AND DETAILS - I I 13 (RD REQUIRES OJ 12'x3Z'REMOTE OPERABLE WINDOWS 7-3/4"MAX NOTE a9 9"MIN I ARE SUGGESTED MEANS OF SUPPORT I ¢ IN ALL FOUNDATIONS NOTE a9 for MD _ _�---} - I I FINAL DRAWINGS FOR SITE WORK I I w 14 (RD REQUIRES TWO HRNORRILS PER RUN OF STAIRS 7-3/4"MAX I REQUIRED IN CONNECTION WITH BASEMENT MODELS ONLY: m IF OPEN ON BOTH SIDES y 8 1/4" I SMOKE DETECTOR INSTALLED ON-SITE BY I .MAX For MO NOTE a9 I SETUP/INSTRLLRTION OF THE OTHERS TO WIRE DROP INTERCONNECTED I LS FOUNDATION PLANS AND DETAILS SHOWN ARE FOR 10"MW Far MD 2x12 8 1/4 oo I I UNIT SHALL BE DONE BY R P E. - WITH REMAINING DWELLING SMOKE I I MA50NRY CONSTRUCTION.OTHER MATERIALS MAY BE 9"MIN MAX for/MQ MAX I I OR RR BASED ON SOIL CONDITIONS DETECTORS BY MANUFACTURER I I USED,CONTINGENT UPON DESIGNING TO THE REQUIRED o LOADS AND CONSTRUCTED IN ACCORDANCE WITH THE 0 1"MIN w I I SEE NOTE >=1S I I APPLICABLE BUILDING CODES FIND APPROVED BY THE p MM x 2x12 x 81/4" I _____________________________________________� I . LOCAL BUILDING OFFICIAL 3'-0"MIN. z MAX - I I I6 3"STANDARD WEIGHT STEEL PIPE COLUMN,R5TM "L- - '" 30"MW for -y- MIR 9 " _______—_ RSOL Fr36ksl fmml,ALLOWABLE CONCENTRIC LOAD= . _______________________________ .z. - ___—______ 34.000 Ibe 8 8'-0"HEIGHL CAPACITY OF OTHER x POST _ COLUMN HEIGHTS SHALL BE IN ACCORORNCE WITH POST 1"MIN TYP FOUNDATION PLAN Rlsc MANUAL of STEEL GONSTRucnaN , 2xlz zxlz- POST So SCALE: 1/4-"=P-0" POSE 3'-0"M POST 3'-0"MIS 2x12 " v 71 SUGGESTED STAIRS, U-SHAPE '= - ,SUGGESTED STAIRS, L-SHAPE SUGGESTED STAIRS, WINDERS „ SCALE: 1/2"=1'-0" SEE NOTE #9 SCALE: 1/2"=1'-0" SEE NOTE #9 SCALE- 1/2"=1'-0" - SEE NOTE s9 NOTE: ALL MRTERIRLS d LABOR REOUIRED BELOW THREADED ROD/NUTS/WASHERS OR BOLTS BOTTOM OF FLOOR JOIST IS THE SUPPLIED BY MANUFACTURER. NOTE' tL7 "E RESPONSIBILITY OF THE BUILDER 1/2"x7 1/2"(4 GIRCER51 ALL MATERIALS d LABOR REOUIRED BELOW BOTTOM OF FLOOR JOIST I5 04 S7f DETAILS SHOWN ARE SUGGESTED ONLY 6 1/2"x1O 1/2"(6 GIRDERS) - THE RESPONSIBILITY,OF THE BUILDER DETAILS SHOWN ARE SUGGESTED RITUAL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES. IN WITH CY BUILDER ON ONLY 6 ACTUAL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES Q" SEE NOTE a4 C � O TERMITE AS REOIIRED p r JOIST HANGER .z. 2.6 SIl1 PLATE(SEE NOTE-12) - fT 076 FIN GRD L ii°. SILL SEALER SEE NOTEU 6 16 1/2"x9"xl2"PLATE FASTENED TO / )J SSP V' GIRDER WITH(4)16d NAILS - • .0 ALTERNATE METHODS OF SUPPORT - - ,da' MAY BE USED,PROVIDING THEY II ARE CRPABLE OF TRRN5FERRING - ' LR".16-ANCHOR BOLT 12"MAX - THE DESIGN LOF105 FROM THE FLOOR IN FROM EACH CORNER AND GIRDERS TO THE FOUNDATION FIELD WORK 1p• V-0"0C MqSPACE RESERVE)FOR THE NEW TORK STRMP OF APPROVALX FIND WHICH ARE ALTERNATE METH005 SHALL BE APPROVED " EMBEDDED AT LEAST T'IN CONCRETE BY THE LOCAL BUILDING OFFICIAL ' OR 15'IN MR50NRT UMTS (NY)FOR UNITS LOCATED IN SEISMIC DESIGN CATEGORY DO,ANCHOR BOLTS ' W SHALL ALSO BE LOCATED AT INTERIOR BRRCEDWALL LINES WHEN REQUIRED TO o BE SUPPORTED ON R CONTINUOUS FOUNORTIOR CI 0 SAES,SPACING,ETC SHALL BE SRME AS ¢rn ON SILL PLATE SUPPORTING EXTERIOR WRLLS, p wo PLATE WASHERS R MINIMUM EN OF 0229"x3".3" as , d K ¢ SHALL BE PROVIDE)BETWEEN ETWETHE PLATE AND - z i.I', SEE NOTE o v o THE UT FIN.GRD -m' w THE MAXIMUM ANCHOR BOLT SPACING SHALL 3 BE 4 FEET OC MRK FOR TWO STORY STRUCTURES .❑EI SEE SEISMIC DESIGN FIELD NOTES,SHT 36 Ir VAPOR BARREN THE INSULATION IS NOT •'��-' SHOWN FOR DRRWING o ¢o' m BLOCK OR POURED WALL CLARITY SEE 5HT 3a m z „❑z-, SIZE CONTINGENT UPON 50IL BEARING CRPRCITY - - FOR INSULATION REQUIREMENTS ` GRAVEL BASE ' DEPARTMENrOFSTATE �� d •� ''i;C'"� - DIVISION OF BUILDING STANDARDS AND CODES - ,`_,= >.. w FIELD WORK ,- - ALB ANY.NYIEZDI-001 M. ¢ � -;�t.'t Yrs Skimp°(Approval(ora System,Nedel or Component ° 10/04/2016 M1387 2016-061 F,g 3'•r Menulazbeefa No Appkdm N. Dem°fAppmvd x NOTE: NonCETha melm L°m TILE INSULATION IS NOT SHOWN ( a{ps�la a,ry mwme m,rpmerb m mmDmaxixaeemd o FOR INSWING CLARITY.SEF SHi B. bu M°cLf3r umar°tasnamarda: wdun and mameam,ref°tadR FOR INSULATION REQUIREMENTS 4"DIA PERFORATED ORRIN Inu aR.walenat m(rezraure marumdmar(mm�emasj mrmr6�ms,emxx �. mus(arrmmmaalpmrmax>axa.¢ Ao sterehlalM°2xmW ba)er,credf°nppmvelby melzalea4E,N°,an,wuomvaL f`t!c BY /ak4J CRAWL SPACE DETAILS '°hn,4L Add...P�Achng Deem COVE a`, . WATERPROOF BXPgNCONC JUTE SSLABSCALE: 111=1,-w - MASTER SERIES RRNCH, CRPE, TWO STORY & CONTEMP. FOUNDRTION PLRN DETRILS (S NOTES ° 4"GRAVEL BASE MUNCY HOMES, INC VAPOR BARRIER 1567 PR ROUTE 442 4'DIA PERFORATED DRAIN - MUNCY, PR 17756 DRN BY DRTE I SCRLE I REV SHT. NO DRTREIRSE NAME MJL 3-22-91 SHOWN 6-01-2016 4a 04\4a CKT=1 CKT=16 SEE ELECT.NOTE a2, - SHE 3n FOR�`NOTES. - CKT-4 - - - - - - ` - T 5HT 3a rfz (� _ - SEE ELECTRICAL - - . ----------------------- 3�/ i RFCI CRITERIA ______ ______ SEE NOTE e7 NOTES ----------- - - T ---_- ELECTRICAL REPRESENTATIVE, 4P L li 1 10- 1 1 J ii 1 i' '' u J O - 7 7 ii ii - 2 0 LY LAYOUT AND UNIT SIZES RREREPRESENTRTIVE 1 I' f �19 CK'fall C�= _CKT=2 I 1 IF- I ii it I - - ii ii - - 3 ANEE SHT 3.FOR D GENERAL NOTES OINSULRTION SCHEDULESANDDKTa¢ 19 I II L-—— I, 1 CKTa19 r�3 I I „ „ „ 1�� I 1; ;; I r g, r2 - n II DOOR AND WINDOW U VRLUE5 II CCTa - R BOX II II I " " - 4 SEE 5HT 3b FOR ELECTRICAL NOTES.ELECTRICRL II' I I CKTa9 - I n I r J I, ii L— _ �- �'r - ;i 21� u ._ ------ _ , 1 1 ^ _ —� 1 n ELECTRICAL SYMBOLS AND - - ______ L 2 _— ,. _ .,;` 1 ;i 7 CKTe7 7 u - 7 II n HERT/MECHERNICRL NOTES IB - 19 L r I- --- - ;, Y ii I CKTa21 I I "C BDX - ;; I ;; S. HEAT LOSS CALCULATIONS PRE RVAILRBLE �1 UPON REQUEST. 3 LT—Z.J r ^——J i� - 'I - I - 11 " 6 5EE"ELECTRICAL FIELD NOTES".NOTE e16.SHT 3b. CKT=9 ❑ 2 l J I 3 �--1 J - ;' CKT-8 5 - i i I i i - 7 5EE'.ELECTRIC FIELD NOTES",NOTE a3.SHT 3b TTT 2 - ""1199 I ,I SEE NOTE=6 u>--J i C�nu „ 8 _SEE"ELECTRICAL FIELD NOTE5'L NOTE a2 SHT 36 1i - - 5 —J 5 2 I % I,; ii • L—-----_ g ; 9 SEE"ELECTRICAL FIELD NOTES",NOTE=1B,SHT 3b CKTe5 L 5^ _J CKT=ll CKTn12'1 " _ 13 1H 8 5 - I SO SIIJE STORY E tJI H ITEN�5EPRRRTION WRLLRIIJ II _ �, I CK`I=S 5 L— --------1 - Z3 �'i _ BETWEEN THEM.SEE SHT Zk FOR FLOOR PLAN. NOTE-13 S �� 2 5 - i' ii - �� L COTE a8 5 e5 - - 'I LL DEVICES ON OPPOSITE SIDES OF TENANT ' ----� 3 • - ---- -'' --_--_ 6 8 I i SPFEE.RTIUN WALL CAN NOT BE IN SAME STUD ` 1 r--- 3 18 12 ELECTRICAL SCHEMATIC IS FOR ONE LIVING UNIT SECOND LIVING UNIT I5 MIRROR IMAGE ii 5 -1 NOTE ee I - 6 i' it r I v 13 LOCATION OF WRTER HERTER IF CRAWL SPACE I - CKT=22 8 5 - " OPTION IS SPECIFIED EIEC ONLY) 18 CKT=18 n 20 I CKTe20 CKT=10 I I CKT-6 CKie20 ', 'I 22 vr-----1 2009-2015 IRC-al MIN 24"WIDE z 30"DEEP ACCESS - II I l/ 1 II MUST BE PROVIDED TO WATER HEATERS IN5TRLLEn 'I 5 I I SEE NOTE e6 I; I 22 16 I SEE NOTE a6 18 CKTn22 „ IN CLOSETS OR ALCOVES, b)30"x 30"CLEAR 20 5 fi 5 _ II FLOOR SPRCE TO BE PROVIDED RT WATER HERTER - I " " I 20 ' ji I - - I I ' CONTROLS WHEN WH IS INSTRLLED IN R ROOM. SEE I B BOX I i " "D" BOX I ii 14 2012-2015 IRC-SEE 5HT 3a,FOR ENERGY NOTE e2L ' li NOTE=9 I II _ I I18 L— ;1 m J 19 11 1, ............... ____7D i' li 18 1. -- 2 L---- it 6 6 6 20 .______-______. 2 L-06 - SEE ELECT NOTE aL SHT 3n PICA TYL ELECTRICAL LRYOUT -----------------______ li I 500 WATTS - „ -1500 WRTTS�; ;iI 1500 WATTS 500 r 160D WRs j� 500 WATTS, ' it I - ii ii ii WATTS I I II Ii, • -_ - � - H_7 H-1 "R" BOX - II SoD WATTS 500n 11 1500 WATTS ___ - •t� iiI - WRTTS T I uCu BOX n ' i - iiI I n In I , LEI1000 1000 WATTS H-5 I 9/29/16 �T I i; III H-3 H-8 - ;i �510YeLp SEE NOTE a6 SEE NOTE=6 11 J T n -- I H-4 i H-2 SEE NOTE a6 1000 WRTTS I - I I ❑B❑ BOX ,I I I D11 BOX SPRCE RESERVED FOR NEW YORK STAMP OF APPROVAL 1560 WATTS ,I I I , iiI I I II '1 `----' •---- 1DD0 wATTs 1000 WATTS .______ ---J 1500 WATTS 1250 WATTS ', �__ � � ------ ------' L--' SEE NOTE a14 - 3/4 0 DROPS TO BOILER W TYPICRL ELECTRIC HERT LRYOUT DROPS TO BOILER - rH aPSEMENT A —��—— —.�—J y IN BASEMENT I; 1710 BTUH 4560 BTUH BTUH - 4560 BTUH " 1140 BTUH i 1 3/4"0 I i i 1140 BTUH - 'I ;i 1710 BTUH - ''�___ It - I`____--:__-�___ti_______ i 3/ _ III 4" 1140 BTUH IC" BDXnln BOX 5130 BTUH I1I1 DEPPRTh1ENTOFSTATE DIVISIONOF BUILDING STANDARDS AND CODES I I ALBANY,NY 12231401 2280 BTUH I ❑ 2850 BTUH I ii I jj ij - Stamp dApprwd fm.SY.I.m,O.&I.,Component PERIMETER LOOP '_' M1387 2016-061 10/04/2016 ` 31V�7i II i' ,I I � ` ,i MenWachnaf.No App6cdon No DefeofApp-Q NOTICE b.A4ft-(Mad@,)IW; arebnaledaMammdcd htlWllwadTrlumis hay I � II II Tks a{pwaldml llN leGYe NemvWetlNa'hwni¢amdTiJM�nalnrs eml. ,• �' ii An.ae,dae k� Wf—wmvdyft Ca Ed.—rd Off. 'i I I Iii i i PERIMETER LOOP I I' _--fin r--�L BY �I°iEJ Joh.,/.Add.-,FF,Aalnp D—W DaYlAndreede.,RA 'I I I II IIcm ' 'i 3/v0 I 3/4--oI ; i I�3/a"P1 3azoBTUH MASTER SERIES 1 I I B" BOX �I zzeD BTUH ;1 2 STORY b 2 STORY 2-FAMILY MODELS "D" BOX ELECTRICRL & HERT LRYOUT I! iiI i i i; I i 1 MUNCY HOMES, INC. ;i 1567 PR ROUTE 442 assD BTUH �E y I I 4560 BTUH I' MUNCY, PR 17756 �- 9120 BTUH EJ E--FJ I; i. ___ - , I `----- ---- 3420 BTUIi 3420 BTUH _________'' DRN BY DATE SCALE REV. SHT. N0. .______�______- .______i___-_-. TYPICRL HYDRONIC HERT LRYOUT F DRT 8 s NAME MJL 3-22-91 ii4°=r-o° 6-01-2016 59 NOTES //• ',,�1 Ir L KITCHENS MAY BE ROTATED 90 OR 180 DEGREES KITCHENS MR7 BE REVERSED IN EITHER DIRECTION.IN PART OR IN ITS ENTIRETY. 3. CABINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN FP cM•1 dd•L akl•1 akin ut•t' w.t eM.t WL aM•L aLat aN L _ - 4 RPPLIFlNCES MAY BE BY MANUFACTURER OR BUILDER' i i I I DPT FREE'TIMING EPIR - --- _ 5 RRNGE HOODS SHALL BE VENTED TO THE EXTERIOR aO a� i i I DD ax z tPl _ 1 ° '- ckta4 QVVIDED SOUR OF NANRFlL VENTILATION IS NOT ' _ 6. WINDOW OVER S.IT BE OMITTED PROVIDED.LIGHT ckal L_2= - RANGE HOOD i C¢OT. B TYPICAL C I i- i _ G , 'E HOODrs - - AND VENTILATION REOUIRMENTS ARE MET - D RANGE HOOD Ei i 'i_ �NGTYPICAL i i I '1 'r.T r C - I I 7 BARS SKITCHENSS OED CLEARANCESRS MAY BE ADDED TO SHALL BE PROVIDED PER R OPT ISLAND; L-� L RANGE HOOD Iu akL.z _r___, TYPICAL I I I F I I RANGE HOOD TYPICAL I I TYPICAL at - ' I I I I I /� 8.'CABINETS MAY BE INSTALLED UNDER BAR OR EXTENDED I I I i I I H `'''z i i K '� 1`, J _ COUNTER,OR SUPPORT MAY BE PROVIDED BY WOOD OR ,___ ckta4 METRL LEGS akaz --- -apt I I 9. CABINETS AVAILABLE UNDER OR ABOVE BARS OR EXTENDED r.T.r i •z &r.r zx z w, 'a1t z _i O ale.x dh aM.x w.x tea" 10 CABICOUNNS RN%OR BR S MAY OPEN FIXTURES MAY BE ADDEDER ONE SIDE OR BOTH S OR �t Ir.r r ckl•2 akar • `�• OMITTED PROVIDED APPLICABLE CODES.AND CLEARANCES OPT STEP DDwN OR UP EPR t;tl - I r ARE COMPLIED WITH, PLAN L PLRN 2 PLRN 3 PLRN 4- PLR 5 „ I 11 PPRTIHL OR ENTIRE KITCHENS ANO/OR BATHS MAY BE r I I OMITTED TO ALLOW FOR INSTALLATION ON SITE BY II I BUILDER PER APPLICABLE CODES Lo It I 12. BATHS MAY BE REVERSED IN PART OR IN THEIR ENTIRETY �j 13 BATHS MAY BE ROTATED 90 OR 18D DEGREES 14. BATH.GARDEN AND WHIRLPOOL TUBS MAY BE r' INTERCHANGED ' 6=_I`-z' a, ❑❑vo° '� �• I _I��1 oa o - y a I _` °kL`4'16 ALL BATHS 5HRLL HAVE EXHRU5T FANS OR FRN/LIGHT ' IS VANITIES MAY BE SINGLE OR DOUBLE BOWL COMBINATION THAT PRE VENTED TO EXTERIOR E .i i It 17. ALL BATHS SHALL HAVE A MEDICINE CABINET • _ - _ . '' II i - 18. SEE SHTS 5 FOR TYP ELECTRICAL LAYOUTS ` 19 BATHS ARE TUBS AWITH HEAT LAMP OPTION / 20. WHIRLPOOL TUBS ARE AVAILABLE-IN SOME BATH N D SMALL BE NEI;AND MANUFACTURERS REECOACCORDANCE WITH MENDRTIONS ckta4 2J. SEE NOTES a3,-4,a5 OF 5HT la. »i 22 SEE GENERAL NOTES-2.NOTE a13,SHT 3b r____----_, 23 2009-2015 IRC 03244751-GAS HOUSEHOLD COOKING ` R B - C - DG i i APPLIANCES SHALL HAVE R MIN 30"CLERRNANCE TO E F - COMBUSTIBLE MATERIALS ABOVE - I I ' 1 I 'P-71r-1 'FT I Li H I J K L ❑ T 11 7 FM ❑ ❑ � � r-7AIR GRP TYPICAL Fl FCTRICRLPRN SCHEDULE F In TUB AIR GAP DETAIL Ate, TYPTCRL FRCTORY GROUNDING METHOD FOR MFTR BOXES FOR AN OVER THE RIM NOTES: "AMPMRIN GROUND '' TUB SPOUT O10T TUBS, WHIWOOLS 6 GARDEN TUBS) (• F Q?6T3��� FOR EXTERIOR RECEPTACLES. V SEE ELECTRICAL NOTE=2, FDCRIRE WIRE FIXTURE WIRE STA'� SHE 3e.FOR AFCI CRITERIA. SEE ELECTRICAL NOTES, VANITY GROUPS ARE ILLUSTRATIVE ONLY,ACTURE MEDICINE CABINET DESIGN MAY VARY 3. -. ' NOTE: ' £ t TYP OPT FIREPLACE SOURRE,ROUND A -5. FLOOR SYSTEM OF FIREPLACE . 1'-3"MtN PER OR OCTAGONAL P ��` MAY BE DESIGNED 50 THFlT NO SCRLE: 1/¢"=L'-O" Z S - 2009-Z015 LIC v METAL BOX 0� FOUNDATION SUPPORT IS REQUIRED �' WF1.L 'r Z"MIR SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL V I}IS ly 1'-3"_I L'—L.J3'I AR _II SMALL APPLIANCE L (G SMALL APPLIANCE C' a FOUND WITH MANUFACTURER FOR MIN MTN MIIJ MM MII•L FOUNDATION SUPPORT REQUIREMENTS GENERAL ILLUMINATION 3 r,14 ERTH(S WIRE GENERFlL ILLUMINATION 5 (GFD lA—POOL TUB(OP m NUT 2'-6" I1EXTERIOR WALL OLo L �V GENERAL ILLUMINATION 7 GENERA_ILLUMINATION cd TTP tiO MAX I I VAN TUB O �ti py yc ` I I OPT PRE-MFlNUFACTURED FIREPLACE INSTALLED RANGE 9 GENERAL ILLUMINATION GROUND G 0" c�p l GROUND A t II IN ACCORDRNCE WITH MANUFACTURER'S WATER HFITTER SCREW ZQ SCREW �ZQ '? B]INSTPLLRTION INSTRUCTIONS SEE FIELD V-9"MINNOTE a7 OF OWGS Z SEE GENERAL NOTES-2. 2'-0"MM CLFARsNCE IN FRONT mtt2a3AND GENERAL FIELD NOTE a6 OF OWG 3b CLEARANCE OF SHOWER OPENING WASHER(OPTJ 11 - SEEENERY NOCOOKTOP 13 DRYER(OPT. 3-WIRE FEED 2-WIRE FEED o¢ MANUFACTURER HRS OPTION OF PROVIDING CHASE � MIN. AND RO FOR ON SITE INSTALLATION OF FIREPLACE - SHOWER 1Oz4 SS MIN BY BUILDER EQUIPMENT 5HRLL BE INSTALLED IN DISHWASHER(OPTJ 15 S-WIVGLE OR DOUBLE x�0� TYPTCRI 9-WTRF GROUNDTN IUN TION TYPTCFI 7-WTRF GROUNDTN N(-T70N ACCORDANCE WITH MANUFACTURER'S INSTALLATION I� INSTRUCTIONS AND GOVERNING CODES —�/—� MICROWAVE(OPTJ 17 AND MANUFACTURER HAS OPTION OF PROVIDING CHASE WALL-/• SPARE 16 GARBAGE DISPOSAL B INSTALLED ii TO ACCOMMODATE MORE THAN ONE FLUE SPARE SPARE Wm 10-2 FIXTURE WIRE TYP. FIXTURE CLI F(aRRN�:FS 50g1 F.NT.ti_ SPARE SPAS BARE GROUND RED , SPARE SPARE - WIRE BLACK SPARE SPRRE NUT NOTE: ELECTRIC HEAT H-1 H-2 ELECTRIC HEAT GSWITCH IS ROUNDED TO MIN BOX U51NG ELECTRIC HEAT H-3 -4 ELECTRIC HEAT BARE MOUNTING _ Ira DEPARTMENT OF STATE GROUND SCREWS r I rl _ DAISION OF BULDING STANDARDS AND CODES 4-ZAWG TFNN OR TWNN TO BOX I ALBANY,NY 122314OD1 GROUND BLACK i Stamp ofAppi—lf a Sy,tem,Moaelor Component _ scl. RED _ _ M1387 2016-061 10/04/2016 200 AMP BARE I FIELD NOTES FIELD NOTES MAIN PRr� 100 RMP KT-15 10 2 WIRE FEED wA4p,1 euwe No Dnbo GROUND NDRLEIhtsa a{graralrs ahk Appmrd 4O SA'GLE °FAIN KTa16 �� r. - ba76nglMadd3r)Iha(zre fmnr�edaNase�•�•az ue faea�i�n�eweh 2ouy BREAKER INSfRLLPITION POLE SPACES DISCONNECT KT-17 - I,�. 1•-• •,I Tb6 eptorelshal mlla'irebe mamdatluarmn yomhTeyMmttalbrs.elms SERVICE ENTRANCE CABLE 20 SINGLE METAL BOX TO BE USED Y , ^ rl I I I arominm lmn Ne gpmred doameNs 2/0 COPPER OR KE IS SINGLE POLE BREAKER- OLE SPA x.18 FOR WATER HEATER - I I,\ i�i - i I An sAe le`aedyonem�ntbryerrcredtuaLPmvdq mebm Com Sam 0ffi..L sup PL IM,INSTALLED BY OT1ffRS BLACK OR COMMON WIRE IS PUT UNDER DISCONNECT SWITCH I``, /^}}� SCREW TRB ON BREAKER ' II I JaM,RAdd—,PSA n9D—br DIM. Rq WHITE OR HltLfTRAI_WIRE IS PUT UNDER 1DD AMP I All HIRES ARE SPECIFIED IN UNDER SCREW IN N'EUTRfL BER G - TOROUES AS SPECIFIED IN MANUFACTURERS BARE COPPER GROUND IS PUT UNDER INSTRUCTIONS DEPENDING ON GAUGE SO2ELJ IN GROUtdJ BAR THIS PANEL IS UTILIZED FOR MASTER SERIES OF WIRE DOUBLE POLE BREAKER- a6'GROUf•D D(CE55 CIRCUITS AND INSTALLED - I I THE PANEL BOX I5 BONDED USING A SAME RS SINGLE POLE WIfH THE SUPPLIID ONLY WHEN MAIN IS FULL BONDING SCREW TFROUGH THE ADDITION OF R SECOND"HOP WIRE ANDrrti RLL MODELS NEUTRAL BAR INTO THE BOX CASING. UNDER R SECOND SCREW TRB IN INSTALLED MISCELLANEOUS DETAILS THE INTERIOR METAL WATER PIPING il-E DOUBLE POLE BREAKER BY OTHERS FIELD SEA SMALL LACENCED TO THE WORK THE GROUNDED CONDUCTOR AT THE - MUNCY HOMES, INC. CONDUCTOR CE.THE GROUNDING SUFFICIENT ELECTRODE ' S='ORTHE of OR MORE 1567 PR ROUTE 442 GROUND OR TO THE ONE OR MORE TYP SUB—PFFD D TRI - CLOSET CONFIGURATIONS POINTS OF ATTACHMENT ELECTRODES Oof THE - NOTES: - MUNCY, PR 17756 BONDING JUMPER SHRLL BE ACCESSIBLE 1-THE MAIN PANEL BOX I5 A SOUARE 0-00140M200 OR EOURL SCRLE: 1/4"=1'-0" THIS IS TO BE DONE ON SITE - 2-THE SUB PANEL BOX IS R SOURRE D-00120MIOU OR EQUAL DRN BY DATE SCRLE REV SHT. NO BT BUILDER IN ACCORDANCE WITH GOVERrLI4G COOE5. DRTRBRSE NRME M 11 3-22-91 NONE 6-01-2016 6a 06\6a 31 VTR VACUUM RELIEF VALVE REOUIREp ON THE 5UPPLY-5ME NOTES ' TER OR CAULK ID - - - - dFNYq-RVACUUUARELIEF VALVE REGUIRED ON OTHE SUPPLY- Z FL PIPING FOR RELIEF VRLLVF BHT 3bV VENTS FOR MR AND E FIELD INSTALLED AND PERIMETER OF VENT - - - SIDE OF-'BOTTOM-FED"WATER-HEATERS INSPECTED: ONE PIECE METAL - CRAWL SPACE-TO EXTEND ABOVE FIRST FLOOR AND 51 FFVE OR SELF- - WITH 6'MIN AIR GRP CAUFIRST FLOOR FIND BOOT SHUT-OFF RUBBER - RR ALVE DIRECT D SAFOELYY TODEBXTERIOR WITH DIRECTION VC OR COPPER TBP DI5CR,4ED TO PIPE(SAME OIRM. DOWNWARD d 6'MIN.AIR GAP OR DIRECTED SAFELY 12'MIN.TVP ON DOWN EXPOSED VALVE OUTLET)DRAAIED TO PRN 0009 IRC). TO BASEMENT DRAIN WITH S"MIN.AIR GRP. 1I TO 24°VRF VENT ANO S ON GOWN SIDE - 15 IRC-V PIX pK FOR 3/4°T6P OUTLET. BAN g0E0UgTELY RATED TEMP AND PRESSURE RELIEF 12"BELOW ROOF. DRYWALL COMPOUND TUB OR SHOWER DRAIN ORD ALL VENTS SHALL USED AT PoL PIPE - OISCHRRGE PIPE MUST ORRIN INTO RN INDIRECT C LOCATION OF WATER HERTER: EXTEND 3"IN DTA PENETRATIONS 1x2(ALL 4 SIDES) TO BE PROVIDED 12°ABOVE ANO 24" FASTENED TO DECKING STE RECEPTOR(NOT INTO THE PAN)FOR FIFl d NJ- INSTALLATION IN BSMT OR RR UNITS SEE FLOOR PLAN 3/4" STE RECEPTOR ORRIN PIPE MAY BE PVC, CRAWL SPACE-WATER HEATER IN UNIT.OPT. FIELD INSTALLED BY 'DIRM(mIN FOR MR,2"DDII1(minl FOR NJ BELOW ROOF TYP FLOOR DECKING OTHERS - ER STATES MAY ALSO ORRIN THE TdP DISCHARGE BASEMENT OR RAISED RANCH-WATER HEATER IN BSMT- _ 2"AIR GRP TTP EXCEPT: SIDE THE ORRIN PRN AS DESCRIBED FOR MR d NJ 3. SEE SHEET 6e FOR TYPICAL FIXTURE CLEARANCES. (MED 3"VENT EXTENDS -6'RIR GRP FOR NY 4 1Id���CONNECTION OF PLUMBING BELOW FLOOR TO BE 24"ABOVE ROOF W.) �� -2015 IRC-6"MAX,2x PIPE � RCFDEVED IN FIELD BY BUILDER IN ACCORDANCE WITH 3° to 2"OR 1-1/2"REDUCER ,00250",249 GALVANIZED STEEL-PRN. AND EXTENDS 12°BELOW DIRK MIN. GOVERNING CODES TYPICAL FOR 2015 IRC, CTRIC WATER HEATERS Po10WED INR FDGH- ROOF GnH) TYP.FLOOR JOST 5. INDIVIDUAL PLUMBING ION I gTI E AVAILABLE UPON REDUCER MA OCCUR OP AISIDE - PACT PLRS7I- PRN 0036°MIN.THICKNESS). AN REQUEST FOR COMPLETION LIN FIELD-avoi PRRi[F HPPRavFu(NT13°VENT EXTENDS THE THERMHL ENVELOPE 1/Z"MIN.DRYWFlLL FID.-D FI('L�ppRTION PAN LS"DEEP MIN Q"MIN.FOR MAI. fi INDIVIDUALFIXTURE SHUT-OFF VALVES ARE OFT.OR RS 18"ABOVE ROOF.IF ROOF INSTALLED BY OTHERS AFTER UM.PAN AT 00236°THKNS ALLOWED FOR 2015 DRC CODE fd=QUIRESUSED FOR ASSEMBLY, 1x2 FRAMING IS SECURED TO _ MIN.CPVC 7. FROST-FREE EXT HOSE SI3BS ARE OPT.OR RS REDD VENT TO EXTEND 7 DECKIING 1"PVC ELL 8. INTERCONNECTION OF VENTS TO BE FACTORY MADE ABOVE THE ROOF CWHERE PRACTICAL ABOVE CEILING VFNT THRU ROOF DFTRTI FIRF STOP RT TUFT RND SHOWFR- FTFT 0 INDIRECTLY TO A HAZARD FREE9 VJ TH p ypV GIG WHEN PONE IN ACCORDANCE FACTORY INSTRLLRTION /-a LOCATION TO BE APPROVED BY 10 II7NIHAED NE�2 STORY UNITS,PLUMBING SYSTEMS ARE SEPARATE- SEE EPARATE SEE ALSO PLUMBING NOTE a35,SHT 36 TO HOMESUPPLY�/` LOCAL BUILDINGFOUNDATION(IDFIELDI FACTO DOWN TFlLLEDV ORRIN LINES STq S ORA NDS ARE NOT OwENSTC IRKS E RODENT PROOF RTE FRCTORY INSTALLED DOWNSTAIRS PLUMBING IN 2ND ENTRANCE(FIELD) STORY FLR TG BE INSTALLED BY OTRERS IN FIELD THRU UNFIR CLG BELOW PLUMBING LINES BLOB TO COMPLETE CLG FIN.AFTER PLUMBING LS INSTALLED FIND TESTED LZ" 3/4°(F"ID-D1 3/4°INLET(FIELD) PER LOCAL CODES LL FOR STATES SUBJECT TO FROST CLOSURE. MAIN SHUT- VENTS To BE CONNECTED TO 3"VENT STACK OR OFF IFIELDI EXPANDED TO 3" VTR AT LEAST 12"BELOW ROOF. 12. ACCESSIBLE CONNECTION TO SINK FIXTURE - CONNECTION TO WC WRTFR HFRTFR SUPPLY - PR, NY, TRC UNTTS UNION IN TRRP SEAL OR HAVE BE OPENING SAME SHUT-OFFS AND FRCTORY R FM D TNSTRI I RTTON UNIONS.CTLREPJJDlIIN 0 55M SLIP JO RAPS SHALL NOT HAVE WR5HER HOOK-UPS FOR WRTFR HFRTFRS FRCTORY TNSTRI I FO NTS 13 WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR NOTES: UTILITY AREAS. VINYL CAULKING IS APPLIED AROUND ` OPT SHUT-OFFS L2° OPT SHUT-OFF _ 1-FUEL-FIRED WATER HEATERS SHALL NOT BE INSTRI-LED WATER CLOSET, AND EITHER 5 FOOT MGH FIBERGLRSS IN A SLEEPING ROOM, BATHROOM OR A CLOSET ACCESSED SHOWER d BATH AND SHOWER]WALLS OR 5 FOOT THROUGH A SLEEPING ROOM 0R BATHROOM. HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN 2-INSTALLATION 5HRLL BE PROTECTED FROM FREEZING MOISTUFACTORY FOR SITE RESISTANT GYPSUPLIEDM TILE L 6 FOOT HOVIDED IGH PRESSURE TEMPERATURE RELIEF VALVE SHP1L PIPE TO A VISIBLE FACTORY. VINYL CALKING S APPLIED AROUND RIR GAP AT FLOOR IN THE SAME SPACE AS WATER HEATER 12" 1/2° 3-WHEN WH IS ON FIRST OR SECOND FLOOR A PAN SHALL BE PROVIDED UNDER C'AR�ePPIECEWOER CLLOSf. CAULKED W/VINYL PLA571C IS LAID 12" d ITS ORRIN SHALL PIPE BELOW FIRST FLOOR(ORRIN PROVIDED IN FIN.FLOOR OPT.SIiUT-OFFS FIN.FLOOR PLANT FOR SECOND FLOOR UNITS) DRAIN SHALL PIPE d DISCHARGE THEN CARPET S INSTALLED I INDIRECTLY TO A HAZARD FREE POINT 14 ORRIN SIZE FOR 3 WATER CLOSETS SHALL BE 4"MIN ` - - FIN.FLOOR THE:PRN SHALL NOT BE LESS THAN 1 L2"DEEP 15 CRC)POTABLE WATER SUPPLY OUTLETS SHALL HAVE H I C AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO - THE OUTLET END SPACED A DISTANCE ABOVE THE FIN.FLOORFi I RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HERTER. FLOOD-LEVEL RIM OF THE FIXTURE OR RECEPTACLE TO C - H I - 4-TRNKLESS WH DOES NOT REOUIRE R PRN(2012-15 IRC) PROVIDE AN AIR GRP COMPLYING WITH P29OZ31 C - 16. IN ONE-FRMILY CRAWL SPACE(FIELD SUPPLIED), TWO-FRMILY OR MULTIPLE DWELLINGS,THE KITCHEN STNK RND I RVRTORY SUPPLY TUFO/SHOWER SUPPLY WRSHFR SUPPI Y WRTFR Cl OSFT SUPPI Y WATER SUPPLY PIPING SHALL BE EOUIPPEO WITH ONE FRCTORY TNSTRI LRTION FRCTORY TNSTRI LATTON FRCTORY TNSTRI I RTTON FRCTORY TNSTRI I RTTON - VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FIXTURES AND EOUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCEWITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING SUCH DWELLING UNIT CONTROL VALVES SHALL 5 VTR BE LOCATED WITKN TM 17. (DRC)R ADMITTANCE ALVEESS DWELSFHSHALL COMPLYG UNIT 50 EDWITH LLED SECTION P3114 I 18. DRC)VENTS FOR FUTURE FIXTURES SIIRLL COMPLY �11/2" WITH SECTION P31046 - I I 3"VTR I 3 VTR 18°MIN 42"MAY I 1 L2° 2"5TANDPIPE I , 3(I°MIN.-MASS I y( 1 18°to 30'MAINE L2" 1 1/2"j� I 1 L/2" I `C\ i SFW.TEE N.FLOOR i OS LEVER i i FIN,FLOOR SAN.TEE 6'TO 18" �5��q`Ye SPACE RESERVED FOR THE NEIN YORK STAMP OF APPROVAL FI SAN TEE WASTE I OPT.DBL BOWL FOR NRINE 2„ _ G4��A° "• td .I ,.-f'C SRN.TEE i T i I I I 1 1/2"P-TRAP' 2"P-TRRP FIN FLOOR r �I k-I I 1 1/Z, L O Z, 7'� '�'2" 1 12" 1""P-TRRP i FIN FLOOR 1 - 2"P-TRAP 076 5HOWFR DRRIN d VFNT BATHTUB DRAIN d VFNT IRVRTORY DRAIN 6 VFNT WRSHFR DRRTN 6 VENT F FRCTORY TNSTRLL.RTION FACTORY TNSTRI 1 FO FACTORY TNSTRI L FD FACTORY TNES•1' TNSTRI I FT) - - 1L i 3°VTR i 3"VTR FUTURE VENT MAY BE 3"VTR - UNDER CHER THRU ORRIN LOOPED MINT d DRAD4 USES I I DELETED WHEN CLOTHES I UNDER Ci OR THRU RIR GRP FROM 2nd FIR.ON SITE I I WASHER IS ON FIRST OR DMSION OF BN�FSTAND YARDS AND CODES PER MANUF INSTRUCTIONS BY BUILDER RNO RRE NOT I ATE 3" VTR FROM I I I PIBANY,NY 17211-001 TO BE TIED INTO VENTING If 1st FLR FIXTURES I I SECOND FLOOR I FROM Iso FLR FIXTURES 1 - I I I stamp elApplovd;16-06 Modd or Component I I i i/z' I 'I�z" M1387 2016-061 10/04/2016 SINK DRAINS i I OW.2' I 3" 2 E•�t Mvd d,rW.No AppAcabon No Dem of d VENT 3"DRRIN FOR �I FOR MAINE I �pfoe I I I NOooldmc9lMoluelare�n�oNderd� iods�mar�iut°aryaure�eaeuRd DISPOSAL I I 2nd FLR.PLUMBING I I I _ To�pw.I sbel nA ive u,enaat=daerr�nlxspaeaaa7 tua:nmo,a.encs (OPTJ I DISPOSAL I i i i SEE NOTE a18 AOsaere�m]i0nr �� sp,ordyurekd comBl,rolanwo�. (OPTJ 45•FI I S 11 45°ELLS i I 1 =—.�•�r.•-�L: BF /d16i7 I I JubgiL Add..,PE,Acbng D..b r D Andre .,RA SAN TEE SRN.TEE CONT.WASTE CONT-WASTE.J 1 vZ,x "Y"BRANCH FITTING J T FLAN0E WC T T 4°x3"W-D MASTER SERIES FLANGE •112"P-TARP 2°P-TRAP FIN.FLOOR - FIN FLOOR RLL MODELS FIN.FLOOR PLUMBING FAL FLOOR FIN.FLOOR �CAPPED d LRBEIFD •2"W/DISHWASHER OR AS CODE REQUIRES Flri FLOOR MUNCY HOMES, INC. KITCHEN SINK DRRIN d VENT OPTTONAI DTSHWRSHFR RISER SCHEMATIC MRTN VFNT STRCK R WC. SFCONDRRY VFNT STRCK d W.C. FUTURE VFNT TNSTRI I FD FOR MR RNO NH 1567 PR ROUTE 442 FRCTORY INSTRLLATTON - FACTORY TNSTRI I RTION CRPF UNIT5 FACTORY TNSTRI I RTTON FACTORY TNSTRI I RTION HND RS QQQF RFOI TRFS OR RT R ITL O RS R DUFST MUNCY, PR 17756 FRCTORY INSTRLLRTION (FRCTORY TNSTRIIRTION FOR BRSFMFNT MODFIS) DRN BY DATE SCALE REV SHT N0. SEE SHEET 36,GENERAL PLUMBING � EACH VERTICAL UNIT SHALL HAVE ONE NOTES(NOT FOR KY) MAIN 3 INCH MINIMUM STACK, DATABASE NAME MJL 3-22-91 NONE 1 6-01-2016 1 6b 06\6b NOTES L FOR RPPLICP,BLE NOTES,SEE BHT 3b AND-6b 3'VTR I SIS I/ 'I/-TEE - f ' 3"VTR 2nd STORY CEILING 7�B° j� SEfC 2nd STORY FLOOR /TEE �I: ' -��� TEE 2nd STORY CEILING - �.% ' 1 ; ELL 2nd STORY FLOOR E71 Irl'' I`. T rl Ist STORY CEILING ' f i 1st STORY FLOOR I DEL TEE `I1�3? ELL 3^I 1s1 STORY CEILING i i 9 �y+� ELL ELL 1st STORY FLOOR '�• I 3'Y1R I.'1 1/Z° I 11 1 1/2" ELL I KET• TEE�I LTTE�TEE mm ELL LT=LONG TURN ISL I !! 't IIt/z' - -`"; ' 13 I ,I,I - KEY: t 3" ELL I I I ELL I TEE i i i LT=LONG TURN ' I l LT TEE 3 3J L O1 1 � i � i I I TEE TWO STORY ISFF SHT 7k 17 ELL i L�I n I/z' s',I SIT I a4Tn� � �3 NOTE:2 LAVS SHALL HAVE jLELLTEE i - i I - 2"WF15TE WHEN COMBINED I `I,�. �m 3 �I TEE I i LT � Fiu I LT TLT= 1� �Q�ua SITE REFER TO FIXTURE DETAILS FOR TRAP Rfm t ELL�� •CYT tx i i eb I 1>/z° q�QA,ST PIPE 5=5 NOT SHOWN IN THE SCHEMATIC 1 ILay FIRST F1_00R FIXTURES SHALL CONNECT INTO i uH i I I I SITE 15T0E LT E11 L2' 1}/2' team z 1 HOHORIZONTALBUILDING DRAIN MORE THAN 10 PIPE I I U. ' E31 - W-C- A D1 ` DIAMETERS DOWNSTREAM OF STACK BRSE AND TEE I I El L.TN L I TEE I I j LT TEE 1 RTH ELL 3 ' NOT CONNECT INTO SECOND FLOOR DRAIN STACK i� W0- livi' i ''1+ SITE i t TI�StirB R LISTED THROUGH PENETRATION FIRESTOP t 3• ''1 i �r lam° T z• I TEE I al LT, T C - SYSTEM SHALL BE USED IN THE FLOOR/CED-ING ELL LT TEE 1 ' i I ' ' LT ELL I u/SmE I I FIRE RATED ASSEMBLY. I I `` L ELL 1iI12° 1I 3ra.ETS i - i112' •l MAINE 2" MDL VENT SIZE FOR WATER CLOSETS llrLT TEE 3 �'S`I' - 2. i 2"MIN-WET-VENT SIZE r '-{ L I/z' I _ I TEE I 07fi L TEE` "l.vr t� I EEERTI 111rC ELL TEE I m+ M.L�„`''�srrE` 2. I 3' ' / hrT��}.T�,'prf� T STfE I% Il& ITEE 11 r I S1aNE8 I TEE I r ^u`�`- - I ``�'1:`TEE - I ''.. , i - 81"3 I I TEE �t 1 h? t TELL ELL fSam 4`` `.` Li ELL t 12,1 LT TEE , I I ' J I}!G I ELL TEE ' }TEE I I _ �, - f v 4' I �� uH tj12uTE l I ,r ELL �`� �L zi I TEE (; 5PACE RESERVED FOR THE NEW YORK STAMP OF RPPROVRL �l1} Lr E31 I y-E� `.I r ELL +. fD7� 4BIIL 1. L E11 1 1? I B. 3• OR SITE L I/2'OR Z' �� �1I'FI 6 , 1 E TFL C. TEE SEE CETRIL S1TE J 1 1/2" fl. I TEE ea�+cwr LT TEE SEE DEfRD_ LT ELL J P 3' ''IEE LLT ELL }IlL' S7� 1? LT E11 4 '� ``�� LT .ti 1? I ' ELL Iti-ET ' 1/2' TEE I 1 1? ELL u/ SITE ' f32fiW PIPE 6 DIS- T tiI Dam 2 LT ELL LT ELL 'fs'PRGE VCMZECTLY `r.L rl�'� I La SITE ' TO a H4SISS1 FREE `+I•'' I 1 v1i LacanaN To sE 17` + br mm z TWO STORY (S F HT.x7j d 7k) TEE 1 3' �WPROVEO BT LOCAL ELL I �- LT ELL ®-Of'OFFLL7ilL 1 3 I i TEE�i DWV SYSTEM ELL T TEE 4� `} S NOTE:2 LAVS SHALL HAVE TEE j ELL} 2"WASTE WHEN COMBINED I VT OR r NO TEE 45 ELL!Lr REFER TO FIXTURE OETRILS FOR TRAP A sTZ 3, IsrrE PIPE 5=5 NOT SHOWN IN THE SCHEMATIC LT ELL J 3 L LT ELL FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUI DING ORRIN MORE THAN 10 PIPE L7 TEE DIAMETERS OOWNSTRERM OF STACK BRSE AND SrE Li ELL NOT CONNECT INTO SECOND FLOOR GRAIN STACK ELL MANE: 2"MM VENT SIZE FOR WATER CLOSETS 2"MIN.WET-VENT SIZE DEPARTMENT OF STATE DIVISION OF BUILDING NYSTANDARDS AND CODES ALBA ,W 122 31-00 01 _ Sbmp elAppm al fora Sy.lem,Nadel,r component M1387 2016-061 10/04/2016 M—fecnneh Ne PPptlft No Dem afAppned NORCETNsappwal is BpRTvdomYmThs B.m mnpaedsdVe radwynarudxfu d aT¢m'W�k 1Mrefia Nenwsdad�assmitl tal0efadwy nvlvdadwels FaaIl/. Ey lord'FMrs,em's ollvmm fmn Neggrnal daonenls AO.AareldeEyalknnstpe/eri%wMfw apPmdEy Ne{ILede E'No�red Odmal j. BY /�dw4l J.h,kP.Addzdo,PE,Mq Duvdw D IA�eedec,F. MASTER SERIES RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE I SCRLE I REV SHT. NO ORTABRSE NRME REH 3-10-97 NONE 6-01-2016 6b-- 06\6b_1 T # (3)lad NAILS,16"OG ON SITE RIDGE TO RIDGE OFTRTI #2 DFTRTI #11 f2BW N LSTR36,20 STRAP OR - FIELD WORK FIELD WORK FIE 9 - 4 6 5/12(20W MWD: SIMPSON L5TR36,200 STRAP OR EOURL OVER RIDGE 6 FLIP m 48"oc CONT RIDGE VENT,SEE NOTE sl EOURL OVER RIDGE d FLIP CONNECTION m 48"o e. RIDGE BERM 16d NAILS m 3 1/T OC. MAX WITH I5)lad NAILS PER LEG IN D 7/12(RLL W)6 5/12(31W): SIMPSON LSTR16,2 g R 7/12(ALL WI 6 5/12(31Wx SIMPSON LSTR18,209 STRAPS OR BETWEEN E RIDGE BEAM MAX.WITH(5)lOd NAILS PER LEG INTO TRUSS(SITE) f31 lad NAILS 16"OC ON SITE RIDGE TO RIDGE HORIZ.PLATE TO V EOURL OVER RIDGE 6 FLIP CONNECTIONS a 48"o c 2x4 SPF n3 OR EOURL EOURL OVER RIDGE 6 FLIP CONNECTIONS m 48"o c. CONT.RIDGE VENT,SEE NOTE n1 MAX WITH S lad NAILS PER LEG(SITE) ixq MRX WITH(5)lad NAILS PER LEG(SITE). - RLT.CONNECTION FOR 4 6 5/12 28W MAX)ROOFS: IPO OF THE 2x4 SPF=3 OR EOURL (BY OTHERS) 16"WOOD TRUSS (BY OTHERS)RT 16",1 .C. RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED W/(4)lad RID CONNECTION FOR 4 6 5/12 28W MAXI ROOFS: IPO OF THE SEE SPEC HURL 10 OC PLATE TO PLATE(SITE) RIDGE STRAP,R 2x4 COLLAR TIE ERY BE INSTALLED W/(4)10d 1x4 FO SIGN DRAWINGS F—RIDGE NAILS EACH END JUST BELOW THE 2z4 CONTINUOUS PLATE WHERE _ NAILS EACH END JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE 2r4 THE FLIP FIND TRUSS TOP CHORD MEET THE FLIP AND TRUSS TOP CHORD MEET. - _ KNEE WALL lOd NAIL m 1" ALT.CONNECTION FOR 7/12(FILL W)6 5/12 01W)ROOFS LPD ----- CONTINUOUS LATE TO BE ALT.CONNECTION FOR 7/12(RLL W)6 5/12(31W)ROOFS, LP.O - ---- TE THE RIDGE STRRP,A 2x4 COLLAR TIE MAY BE INSTRLLED THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED --2x4 - (SITE) CONTINUOUS LATERAL BRACING TO BE W/(4)lad NAILS EACH END JUST BELOW THE RIDGE BROS. EQUALLY SPACED,ATTACH N ILS W/(q)1Dd NRILS EACH END JUST BELOW THE RIDGE BR DS EOURLLY SPACED,ATTACH WITH R)Ed NAILS AS A SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE,SEE DETAIL a6 AS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS TOP CHORD TO THE FLIP RRFTER,R 2x4 PRE-MANUFRCTURED WOOD TRUSS Of CHORD TO THE FLIP,PRFTER,R 2x4 TRUSS HINGE,SEE DETRIL n6 COLLAR-TIE MA BE INSTALLED W/(4)lad NAILS EACH ENO JUST BELOW THE 2z4 FOR FR5TEMNG, 2x3 BRACE(FACTORY) (BY OTHERS)RT 16",192"OR 24"OC CO - E INSTALLED W/(4)lad SOLE PLATE FOR FASTENING, CONT PLATE WHERE THE FLIP AND SEE DETAIL n - SEE SPECIFICATIONS MANUAL FOR NAILS EACH END THE 2x4 2x3 BRRCE SEE DETAIL n11 12 SIMPSON MT512 RAFTER TRUSS TOP CHORD MEET. __---______ ISITE) KING POST _- _-__- TRUSS DESIGN ORRWINGS CONT PLATE WHERE THE (SITE) TIE-DOWNS OR EQUAL _ -_--_ --__ _-_ _ _ 12 TRUSS TOP CHORD KING POST 4,5 OR 7 SPRCED 48" OC (SITE) -_-- _ _ _ �4,SOR7 ' _ __ _ n __ __ _ KNEEWRLL KING POST KING POST SIMPSON MTS12 FOR 24'RNID 26'WIDE (WHEN NO OPT CATHEDRAL FOR 24'AND 25'WIDE ROOF INSULRTION ROUTER TIE OR L2"OR 5/6"GYPSUM 60ARD ROOF INSU 1/2"OR 5/B GYPSUM BOARD CONT PLATE UNIT OVERHANG DETAILS, KING POST EOURL, ®48" INSULATION c UNIT DETAIL -4 DETAILS, 'INSULATION `TYPICAL 2x4 OR 2x6 SIDEWFILL CONT PLATE 1/2"OR S/B"x2 1/2" SEE DETAIL n4. IS PRESENT, OC FIELD BAFFLE TTP SEE DETAIL 4 1/2"OR 5/6"z BAFFLE'F6P. COMPRESSION STRIP FOR 2B'WIDE UNIT FASTEN TWIST INSTALLED SEE NOTE sq FOR 28'WIDE UNIT SEE NOTE 4 TYPICAL 2x4 OR Z:6 SIDEWRLL TYPICAL 2x3 OR 2x4 MARRIAGE WALL ,CO RID OVERHANG DETAILS, VERHRNG DETRD_5, BST�MT�O��S SEE DETAIL-S. TYPICAL 2.3 OR 2x4 MARRIAGE WALL KING POST UNIT WIDTH UNIT WIDTH TH ENDS OF ' MTS 12 1 1/2° ALT. KING POST NAILS FIELD INSTA CONNECTION TYPICRL ON SITF FRSTFNING DETRILS - Jr, 5 OR 7/12 OPTIONAL OFFSET ROOF SITE FRSTENING DETRILS - 4 5 OR 7/12 ITE FAST ETRTIS SCALE!3/81-o" SCALE:3/8•=1'-D" SCRLE: NTS DFTRTI #3 # DFTRTL #5 DETRIL #6 INBAFFLE TO PROVIDE RIR SPACE FIBERGLAS OR SELF SEALING SHINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FOR RTTI TION TYPE 15 FELT WITH 18"OVERLAP OR FIELD WORK GRBLE OVERHANG INSIDE RAKE TO TRUSS CONNECTION, SEE NOTE a4 FIBERGLRS OR SELF 5ERL114G SHINGLE, n55 SIMPLE%SHINGLE UNDERIAYMET SEE FRSTENWG SCHEDULE TYPE 15 FELT WIN la"OVERLAP OR OR EOURL 36"WIDE AN ICE BARRIER INSULATION BAFFLE T VIDE RIR SPACE �1"MIN SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, n55 SIMPLEX SHINGLE UNDERLRYMENT THAT CONSISTS OF AT LEAST(2)LAYERS FOR RTT1C V 2„ FRSCIR,J-RRIL AND DRIP EDGE TO OVERHRNGS SITE WORK OR EOURL 36"WIDE RN ICE BARRIER OF UNDERLRTMEM CEMENTED TOGETHER SEE NOTE n4 THAT CONSISTS OF AT LEAST¢1 LAYERS OR OF R SELF-RDHERING POLYMER MODIFIED TRUSS L2• OF UNDERLRYMENT CEMENTED TOGETHER BITUMEN SHEET,SHALL BE USED IN LIEU TRAPNgti ROOF SHEATHING (RD OVERHRNG IS LIMITED TO 12"MAX - OR OF R SELF-RDHERING POLYMER MODIFIED OF NORMRL UNDERLRYMET AND SHRILL 8"O G IN HIGH WIND ZONES(NOTE n3) MEN SHEET,SHALL BE USED IN LIEU !MRL UNDERLRYMENT AND SHALL EXTEND FROM THE EVE'S EDGE TO R 2z4 SPF STUD GARDE OR EOURL TRUSS AT ENDWFILL OM THE EYE'S EDGE TO A POINT AT LEAST 24 IN INSIDE THE , w EXTERIOR WALL LINE OF THE BUILDING ONLY AT SAVE END Z POINT AT ST 24 Al INSIDE THE EXTERIOR SHERTF4NG - EXTERIOR WR E OF THE BUILDING AFTER ROOF HRS BEEN RAISED TO CONT 1/2"OR 5/OS IP RPPLTCRBLE PITCH,GO TO BREAK IN 1x6 INSIDE RNID BREAK AT HINGE POINT Z - CTYP.RT1BRGr5UPPORT ROOF,LIFT UP SHINGLES d INSTALL OUTSIDE RAKES DIMENSION VHKIE5 A 12)16d NAILS INTO EACH TRUSS m TRUSS ALUMINUM D GE TRUSS HINGE FIELD WORK E SCRLE; 1"=1'-0" 2x2 \ Zx4 n CONT,1/2"OR 5/6"x / M DRIP EDGE ___________ (2)l6d NAILS TO TRUSS NOTES 1 1/2"OB STRIP --- L/ --- AFTER OVERHANG IS FAVF FNO (TYP RT BRG SUPPORTS) 1x6 FASCIA BOARD H ixfi LOWERED,BY BUILDER L RIDGE BOARDS FIRE INSTRLLED R MINIMUM OF 1"BELOW ALUM.COVER SCIFl PEAK OF ROOF TO ALLOW FOR ATTIC VENTILRTION. lz6 SPF n2/el OR EQUAL GRSLE TYP FLIP SECTION 2. RI SPECIFIC STRRPPING REF'O IN DETRILS 1 6 2: OVERHANG BLOCKS AT 24"OC MAX AT RIDGE 5/12 PITCH' SIMPSON LSTR36,200 STRAP OR WHEN THE DESIGN LIVE LORD EXCEEDS 60 of, 1Dd NAIL DIRECT TO STUD EOURL OVER RIDGE 6 FLIP CONNECTION m 4B"oc THEN THE BLOCKS SHALL BE AT 15"OC.MAX P RTED SOFFIT PERFORATED SOFFIT BY BUI DER MRX WITH I57 1Dd NAILSL PER LEG INTO TRUSS(SITE) 7/12 PITCH. IDLE N LSTR18,NE STRAPS OR P ROW OF SIDING EOURL OVER RIDGE S FLIP CONNECTIONS m 481oc - - IN LED BY BUILDER MAX WITH [S)lOd NAILS PER LEG(SITE NOTE:ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG - 3 WY)CONNECTIONS FOR ULT MND SPEEDS (Vdt) of>or=140 MPH 3SG SHRLL BE DESIGNED/SUBMITTED ON AN INOIVIDURL BRSIS 4 INSULATION BAFFLES REQUIRED RDJRCENT TO SOFFIT/ TYPICAL FRONT OR REAR GABLE OVERHANG OPTION DETRIL ETIIENTS TIO �NTEO>OFIE RCNSULRTIR SHALL OPENING SOFFIT SCALE:3/4"'4-0" VENT FP.EE-RIR FIXED OVERHRNG FOLDING OVERHANG FIELD W SPRCE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-0" DFTRIL #7 # D TRT #9 DETRIL #10 FIELD CONNECTION OF LOWER ROOF TO SIDEWRLL: SITE CONSTRUCTED SECTION INSTALLED THROUGH NAILS m 8"BOC,OA 2 ROWS STAGGERED FIELD WORK G OVER ROOF SHEATHING RAFTERS FLASHING 151M FIELD WORK FIELD WORK THROUGH RIDGE BOARD TO SIDE WALL FIELD WORK RIDGE BEAM • RIDGE VENT,SEE NOTE nl I II II II ROOFING MATERIAL it II it II SECOND STORY SIDEWALLSIDING ALTERNATE 1x6 NAILER II II II Ad PLACE OF 2z4 BLOCKING II II II TYPICAL TRUSSES RIDGE VET INSTALL 2x4 BLOCKIIJG MFR'S INSTRLLR STRUCTIONS, DRIP EDGE II II II II SEE NOTE a II II ox G,UNDERLRYMENT,AND SHINGLES ' II II I SHEATHING NYLON STRAP FOR FLIP SECTION _ LRTE:RRL BRACING 2.3 m 24"OR 16"OC II II I SIDING II II I PRE-MRNUFRCTURED WOOD TRUSS KNEEWRLL DEPp DING STANDARDS II II I FLASHING' (BY OTHERS)AT 16',192"OR 24"OC TOP CHORD JOIST HANGER OR DMSIONO ALBADINGSTNf,NY ZZ3140DI AND CODES RIDGE VENT• SEE SPECIFICATIONS MRNURL LEDGER Shmps(Appmvxlf r%Sy.lp)Nod.l,rcampanmt II II I FOR TRUSS DESIGN DRAWINGS SHERTHI G 2x10 MLN. _ STRUCTURAL BEAMS TRUSS KNEEWRLL RAILS M1387 2016-061 10/04/2016 II I I I DRYWRLL I—E) II II I I II MnnNneauv/s No Apppcedan Nv Dek a(Ppprvvd II I I II ROOFIIJG MATERIAL FLOOR JOIST FOR FIELD NAILING f2x+ OR JOIST NOTICE Ttb,pM,4Isnppk,*m"u.,.v mnponems arthv W,q man�eaeaed SEE DETAIL-1 W ��e� t�dDe txfa)marvdaaurefs rzaxr. Tho RPPROX FIRST FOOT MODULE"A° MODULE"C° av nnpaaa>4j)°`dv"m°'°•`°°s II II - I I II SITE INSTALLED trap mea'9�m'mdxancaz ausbatdardwonrmat IenMra arpmrdq WMd eves ENonsmeN OEevl _ DIAGONAL WEB x4 Mlrl J,M PEMo,D—trepII ( T 1 2x10 MIN. TRUSS SCRL ' '=1'-0" RAILS BOTTOM CHORD ING JOIST II II I CEILING JOIST 9129116 MRSTER SERIES •SITE INSTALLED F,g1001+t�Hm� RLL MODELS CEILING DRYWALL g4�,TS1''8'�i�1P RLTERNRTE CONSTRUCTION DETRILS o MUNCY HOMES, INC. ,0, 1567 PR ROUTE 442 SINGLE BOX EXTENSION of°o7st�lda� R, 00 S MUNCY, PR 17756 �F1Tlr OPTTONRI OFFSET (TWO STORY (1NTTS) N DRN BY DATE SCRLE REV. HT. NO SCRLE: 1/2"=1'-0" B SCRLE: 1/2"m-1`0" DATABASE NAME 07171 MJL 3-22-91 SHOWN 1 6-01-2016 1 71 ETRIL #1 - PORCH OPT # IL #2 NOMINAL AMBER 2x FLOOR JOISTS OR HAIR LL ETR L #8 - PORCH-,OPT. #6 THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES P SHINGLES RAND FELT AT BREAK PREMNUFRCTURED W000 FLOOR TRUSS - ARE LIMITED TO T-0"PORCH DEPTH(maxi: ARE SITE INSTALLED BY BUILDER SIDE WALL BY DIETERS AT 16"OR 192°OC (41 8d NAILS PER SIDE SITE INSTALLED BY BUILDER SEE TRUSS MANUAL FLOOR p - F-O" (max) -4/12.2B 6 31-WIDE MONO ROOFS-120/1 MPN L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW -5/12°31-WIDE MONO ROOFS-120/155 MP OR TRUSS DESIGN DRAWINGS 2 PORCH CRLC'S PROVIDED IN SECT=346 OF APPROVED - METAL STRAP HINGE _ PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION. L12".2'PLYWOOD GUSSET SITE INSTRL(.ED 3(N7 MANUAL- BY FOR ULT WIND SPEEDS NuIU BY BU]LOER MODULE GYM if 1.r--140 MPH 35G SHALL BE DESIGNED/SUBMITTED 4 TO L—_ RATHER THANBTHE PORCH SPNNNING CN N INDIVIDUAL BASIS 12 2x4 SPF=2/-1 a 16"OC 35/50 PSF SL BOTH MODULES IF PORCH SPANS B Zx4 SPF=L=1 a 12'OC fi0 PSF G I-BEAM HANGER°W000 MODULES,REPEAT SAME PORCH 4 WIND SPEEDS STATED AS na(/zxx-THE NUMBER TO THE - STRIP OR JOIST CE7LWG JOIST - FASTENING IN BOTH MODULES LEFT OF"/"IS NOMINAL or BASIC WIND SPEED Naad) _ _ 2z8 R[ ST Gninl YWRLL - NUMBER TO RIGHT OF"/"IS ULTIMATE WINO SPEED WWR E GIRDER-TO-STUD COLUMN d COLUMN BOTH REFLECT MPH,3-5EC-GUSTS 3 TO-FLOOR-RIM JOIST CON ON'E" 2x3 SOFFIT SUPPORT 1 - RLT FLR/CIG DETRIL MODULE SEE CHART BELOW , SITE INSTALLED - SCALE 3/4'�l'-D' G INTERIOR FLOOR RIM- TO-OUNDRTION Q1 2z6 SPF=2/=1 A CONNECTION"G' SEE BELOW 2x3 NAILER 35/EO PSF GSL DETAIL #•H- D ROOF TRU55-TO-GIf20 CONNECTION"D°. SEE CHART BELOW. MANUFACTURER SUPPLIES RIDGE >( E GIRDER-TO-SAID CO MN CONNECTION"E". PERFORRTED SOFFIT SITE INSTALLED I VENT FOR FIELD INSTALLATION i4 / "SEE CHART BELOW 2x2 NAILER,ENDS ONLY.SITE INSTALLED i ALUM.COVERED BY OTHERS AS PER MANUFACTURERS B<,bCKS INSTRUCTIONS - $ __$__ F STUD COLUMN-T oUN0ATI0N SUPPORT COLUMNS-F-0'MAX-35/50 PSF GSL I - O ml to tnl CONNECTION'F' SEE CHART BELOW 7'-3"MAX-50 P5F GSL SUPPLED AND FIELD INSTRLLED i i mBY TO WITHSTTAAND AXIAL LOCOLUMN RD of` FIELD INSTRLLED RIDGE' VENT DETAILS J. 1792 LB AXIAL 838 LB UPLIFT SCRLE: 1 1/2"=1'-0" ALL LMEMBERS M ENTLY REXE OSED TO TREATED �, HINGED P CH ROOF FIELD WORK sc E: 1 1/z'=1'o" ELEMENTS PORCH FLOO COLUMNS,FLOOR,RAIL EIC THIS ROOF IS 5WPED FOLDED BACK UP ON HOUSE (NOTE o2) VETRIL #5 PREMRNUFRCTUREO WOOR TRUSS MAY BE PRO ED NO INSTRLLED BY OTHERS ROOF AND INSTR EO ON SITE BY BUILDER BY OTHERS AT 15'OR";74 WR MODUL PORCH OR MAY BE ROVIDED AND INSTALLED �7 SEP TRUSS MANUAL IN PART, IN WHOLE BY THE MODULAR DETAIL #7 WALL FOR TRUSS DESIGN DR � NOTE a5 MRNUFA TYP 2ND FLOOR R R F TRU55-TO-HEADER CONNECTION"A" i� i� i� 5 CHART BELOW II IC COLUMN-TO-FOUNDATION HANGER.WOOD LEDGER -- --- - -- CONNECTION"C" SEE CHRRT BELOW OR JOIST HANGER ^ /a CEILING IST STUD COLUMN-TO-FOUNDRTION(r Y HERDER-TO-STUD COLUMN CONNECTION"B". CONNECTION"C" SEE CHART SEE CHART BELOW PR MANUFACTURED WOOD TRU55 BE-OW (BY 0 Sl AT I6",192"OR 24"0 C ' ' SEE SPECIFICATIONS MANUAL ALL FOR TRuss DESIGN DRAWINGS E PORCH C NDITION — P RN VIEW PREMANUFRCTURED WOOD FL TRUSS SCALA 1 1/2"=1'-0" BY OTHERS AT 16"OR 192' - FASCIA SEE TRUSS MANUAL Fa FOR TRUSS DESIGN DRAW GS - E 2z4 12, ATE SOFFIT t TYP LST FL00 SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS e BLOCK (2) MICRO M BERMS FOR 60 PSF GSL I I ROOF TRU55-TO-HERDER CONNECTION°R" ROOF TRUSS-TO-GLELIER CONNECTION'D" }ox AL ALUM OR VINYL (3) L MICRO M BEAMS FOR 90 PSF GSL Hyl WIND HOUSE WIND HOUSE CSTSOFFIT NENTED) �SUPPOR -10 "OC RX SUPPLIED ANO FIELD SPEED WIDTH CONNECTION 9PEiDWIDYH CONNECTION �INSTALLDER OL N MUST BE ABLE TO 28v MT516 TWIST-STRRP WITH(7)IO&ILS' 0/116 28v d LlJ52t0 WITH(el lOd NA1L.N G]RDER.WITHSTLOAD 00 LJ3. TYP SILL PLATE I- MM HANGER.W000 LEDGER NAILS EACH ENDEC ON THRU CARPORT PROVIDES BEARING SURFA 5 M OR JOIST HANGER cr gp/11fi O 101/130 31v (41 10d IN TRUSS �� LSTR18 STRRIGHT-STRAP WITH(7)lOd HU528 WITH(221 10d X L5NRILS (k CRLE: 1/2"=1'-0" STEEL COLUMN(TYPJ ZZ 31v NAILS EACH END 110/142 28v IN GD20ER,(8)10d X 1S IN TRUSS C C9 r.y MT516 TWIST-STRAP WITH(71 lo&LS •5. H- NRI-S EACH END(EXT SIDE HDR),6 31, (83 to WITH U5 l(O NAILS E GIRDER. OPTIONAL FLO R RUSS DETR LS U 101/130 zey H25FI TWIST-STRRP WITH IS)Bdx15 (Bl lOd IN TRU55 DBL GIRDER REO'Dl LLId NAILS EACH END(INT SIDE HE W O/I55 28.d HUS28 WITH(221 10d NAILS IN GIRDER. 2 .076 DETAIL #3JR FASTEN VV RLE 3/4' '-0" Z 11D/142 LSTA10 STRAIGHT-STRAP WITH 7) d Z 31v (8)lOd IN TRUSS (OSL GIRDER REGO) CONT RIDGE VENT NOTE OZ 31v NAILS EACH END zV�R. „” •ff y'S'Pll,p 1 SEE NOTE=L DETAIL #9 TAR IS RPP TO ROOF DECK NOER FLANGE SKYLIGHT I5'THEN MT516 TWIST-STRAP WITH(7J 10 U BLED-TRUSSES.INSTALL HUS210-2 FOR MONO ALUM.FASCIA PUT WTO P CE(NO NAILS ARE 0 BE INSTRLLED THRU FLANGE RS Zev NAILS EACH END(EXT SIDE HD °AND LU52B-2 FOR STORAGE TRUSSES PER MANU TAR APPLIED TO E 6 15e FELT NSTALLEp d H25q TWIST-STRAP W/61 xL5 RAGE TRUSSES ONLY'AN LUSZLO HANGER MAY SH4NGLE INSTALLEDW/.TRP S UP TO FLNGE d MORE - NAILS EA END(INT 510E HDR ITUTEO FOR HUS28 HANGERS SPECD=IEO METAL STRR N RILED OVER FELT d.HON 5 PRESSED IN PLACE 120/155 LSTR18 STRAIGHT-STRRP 171 10d G ER-TO-STUD COLUMN CONNECTION'£' A. 31. NAILS EACH END(EXT SID OR),d WO,Ip t HOUSE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL H25A TWIST-STRAP WITH( SdxL5" SPEED TH CONNECTION MANUFACTURERS NAILS EACH END ONT 5 HDR) lil TOP CHORERFORATED 5OFFLI SKYLIGHT D RI O,��� CURB HERDER-TO-STUD COLUMN CONNECTIO "B" Z g0/llfi 2 d (2)LSTRIS STRRIGHT-STRRPS WITH SCALE: 1"=1' ' }Wy" m WIND HOUSE CONNEc S-p• _ SP® WIDTH 101/130 31 (5)10d NAILS EACH ENO Z 90/116 28v d Q)LSTR18 STRAIGHT RRPS WITH U O 31. (7)10d NAILS EACH D z 2Bv (2)LSTR18 STRRIGHT-STRRPS WITH (7)10d NRIL5 EACH ENO. FLASFONG U 28v d Q1 LSTRIB STRFlI -STRAPS WITH ZO 110/142 31. )L57Rl8 STRRIGHT-STRRPS WITH W IOL130 31v (71 l.d NAD_S H END U 10d NAILS EACH ENO z Q 120/155 2givd "IeRAUS EACH END* WITH ^15CAL 1 1/2"=1'-0" • U 110/142 2Bv d (31 LSTR18 RIGHT-STRAPS WITH 7/12 120%155 SND COLUMN-T� OUNDATION CONNECTION"F' 31v Cl l0d NAIL EACH END WIND HOUSE 1 2z4 'BLOCK SND COLUMN-TO-FO TION CONNECTION"C° Ll SPEED WIDTH CONNECTION NCY RATED SHEATHING OR EQUAL WIND HOUSE CONNECTION Z OPT xl MSTCM40 FIND STRAP TIE FOR SITE INSTALLATION BY BUILD SPEED WIDTH WLfH 041 fid SINKERS N COL. OPT=1 MSTCM40 FND STRAP TIE O 90/llfi28v d 001 L4 x -1/4 T1TEN5 N FIND - DING OR EOURL SUPPLIED PRE{IJT FO SITE WITH 47 l6d SINKERS N COL U thry 91v "OR° DEPARTMENT OFSTATE INSTALLATION BY BUILDER 2x4 MW BLOCK Z 120/155 OFT'-2-L 8RJ FNO HOLD-DOWN DMSIONOFBUILDING STANDARDS AND CODES O 90/llfi 28v d 001 4 x 2-L4 TITENS IN FNO WITH(201 8d KER NAILS IN COLUMN. A13ANY,NY)ZM14"f H 6 31v "OR" slamp=(Appnralfor a Syatem,Boddnrcompeeenl C BLOCKING ALONG TOP CHORD C) 1OL130 OP =2-LSTHDBRJ FM HOLD-DOWN FLOOR RIM JOIST-TO-FOUND ON CONNECTION-G- OF 20'16-06'1 10/04/2016 DET. 5/12 DETAIL #6 �OF TRUSS FOR SHERTHING I j (2W Ed SINKER NAILS W COLUMN WNp HOUSE B NAILER BLOCKING IS 2x4 Z LO SPEED WIDTH CO ECTION ICE.Th pp No pplBcenon No Dem e(ppprord AT 15"OC MAX AND IS Z T-1-MSTCM6O FNO STRAP TIE - NDncETYas agxmalmypGnada INt blbm oxgv,em,du}obcuymmnraeu,ed REOUIRED FOR A MTN. O (26)16d SINKERS IN COL, Q1 FSA FIND TWI STRAPS tJlTli(8) m+Jd ws(Mmmr)ltalar=hMme(a�dassmvz�atgre laevp mvMaa�ver:rm'of FOR ON-SITE FR G LL OF 60 PSF. U 110/142 28v d (14l L4 x Z-1/4 TITENS IN FNO Z 10d NAILS IN RIM .(D 1/Z' mam�d:nal mtreli.e lne mu.eac�vn)mn��nantt)rordenmtno,eno,s SEE T 71 Z 90/116 28v d ANCHOR BOLTS N PER F5A. aramm (mmmeappmrNdzan 120/155 31v "OR' O thou 31v ONE FSR INSTALLED N THE INT OF ��018'�"(1'�'x�"'A toUmieaedmra)pmrdq Nel=y co�ENanrmeN OFimI. CONT. GE VENT S OETRD_ OPT c2-LSTHm10RJ FNO HOLD-DOWN U 12(1/155 FND WALL ONE F5R STALLED ON J /i CONTINUOUS VENT SEE NTE•1 SNOW DOUBLE TRUSS EACH SIDE FOR WITH(28)8d SINKER NAILS IN COLUMN. THE EXT OF FND WR ---t2 °4 skyZD OF 40 R MAX LL OF 80 PSF SNOW JoMRAddeno,FE,Achng Dh W D IAndmedes,AA 2x4 TRUSS TOE (21 lfid NAILS PSF MAX ZONES EXCEEDING 80 PSF LL FROM z8 TO 2x4 RRIL SMALL HAVE(3)TRUSSES EACH SIDE 1)HOUSE S LESS THAN 28 FT IN WIDTH TO USE 28 FT CONNECTION SPECS. MASTER SERIES 22 1/2' X 22 1/2"MAX NUMBER OF TRUSSES SHALL BE D'WORST C E"CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRU55°POR CONTINGENT NTI SENT UPON LL RATING �NNTME NEE SITE CONDITIONS SCRLC MANUAL SECTION 346 FOR SPECIFIC SIDEWRLL d MRTEWRLLOF RLL MODELS S. ,31 SIMP50 CONNECTOR VALUES USED RBOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR ABOVE FARMING DETAILS 4)SFE N E a4 FOR WIND SPEED EXPLRNRTION—/..5)SEE LC MANUAL SECT=3S FOR PT DECK FLOOR JOISTS MUNCY HOMES, INC. DETAIL "B" OR 7/12 TRUSS AT 24" . 5 OR 7/12 TRUSS AT 16" OR 192" OC _ 1567 PR ROUTE 442MUNCY. PR 17756 SCALE: 1 1/2" 1'-0" TYP ATTIC ACCESS* OND SKYLIGHT FRAMING DRN BY DRTE SCRLE REV. SHT. NO ECTION THRU OFFSET ROOF FIELD WORK SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" DATRBasE NAME MJL 3-22-91 SHOWN 6-01-2016 8a OS\8a A NOTES 4 - RATED SHEATHING APPLIED AT RIGHT _ - 1 MOISTURE.RESISTANT FIRE RATED EXTERIOR GYPSUM HAVE OR GABLE OVERHANGS W1:YFiIIN I ANGLES TO JOISTS OR TRUSSES RATED SHEATHING APPLIED AT RIGHT - SHALL BE USED ON EXTERIOR SIDE MORE APPLICABLE). 2 FT TO 5 FT FROM A LOT LINE SWELL 1����/ FOR WOOD FRAMING.THE CEILING ANGLES TO JOISTS OR TRUSSES 2 DOOR FROM A GRRRGE SHALL NOT OPEN INTO R BE CLAD ON THE UNDERSIDE WTIH Q)LAYERS�H - FOR WOOD FRRMING,THE CEILING SLEEPING SPRCE OF S/8"GYP FASTENED PER RC2601 REORMNTS I MATERIAL PROVIDES THE ONE HOUR FIRE MRTERIgL PROVIDES THE ONE HOUR FIRE 3. MANUFACTURER SHALL DETERMINE FROM THE OWNER d RT RIGHT "NO'OVERHANGS ALLOWED c_=_ RESISTANCE PROTECTION RESISTANCE PROTECTION SITE ACTUREBUILDERLOCATION OF MANEGE d BUILD FACTORY CLOSER THAN 2 FT TO R LOT LINE --- - PORTION OF ASSEMBLIES APPROPRIRTELY. 4, FIREPLACE COMBUSTION AIR SHALL NOT BE DRAWN FROM - GRRRGE d CLERNOUT SHRLL NOT BE IN GARAGE 5 SEE ORRWING 9.FOR NOTES AND A55EMBLY DETAILS 1 HOUR WALL R55FMBLT WPB10S 6. SCREWS MAY BE SUBSTITUTED FOR PRESCRIBED NAILS,SEE FASTENING REQUIREMENTS, INSULATION MA Y _ ONE FOR ONE,WHEN THE HERD DIMENSION,LENGTH, BE INSTRLLED OF THE SCREWS ARE EQUAL TO OR LARGER TERN THE S/8"TYPE X GYP.SHEATHING - NAILS USED IN THE TESTED ASSEMBLIES RS AN OPTION.STRUCTURAL W000 SPACING OF FASTENINGS SHALL BE SRME OR LESS SHEATHING MAY BE IN5TR LED UNDER 5/6"TYPE X GYPSUM BOARD 7 U356 WALL SYSTEM TESTED FROM INTERIOR FACE ONLY GIP SHEATHING AND FASTENED PER 71 8. 1/Z"GYPSUM USED ON WALLS AS FIRE-SEPRRRTION B/W BRACED WALL OR TENS PER RIM JOIST INTERIOR FIRE PROTECTION —// GARAGE RED OWELLTNG(DETAILED IN DRAWINGS BELOW) FASTENING REOURREMElTS NOT REQUIRED FOR 1 6 2-FAMILY TO BE 1-LRTER d FRSTENED WITH 1-L4".TYPE W or DWELLINGS WHEN FIRE PROTECTION 2 LAYERS S/8"TYPE X GYPSUM WALLBOARD 2 LAYERS 5/S'TYPE X GYPSUM WALLBOARD - S WOOD SCREWS AT 12"oc.ON EDGE AND FIELD IS NECESSARY CUE TO DWELLING EXTERIOR SIDING PROXIMITY RO LOT-LINE RIM JOIST _ _ 9 -SEPARATION B/W GARAGE/9'GYPSUM USED ON LAND DOOR WELLINCEILINGS (ASGOETRILED INTERIOR PROTECTION RU REQUIRED IN UPSWINGS BELOW)TO BE 1-LAYER FSTND WTRT 1-5/8" FOR TOWNHOUSE CONSTRUCTION EN W000 TRUSSES OR W000 JOISTS N 24°OC MRK W000 TRUSSES OR WOOD JOISTS®24"OC MAY TYPE W or 5 WOOD SCREWS a S.a ON EDGE Rm FIELD FIRE SEPARATION IN WALLS-FP BETWEEN - NNLESS OTHERWISE NOTED IN FIRE-ASSEMBLY BELOW) PERIMETER JOISTS LIVING UNITS INR 2-Fgl'ID_Y DWELLING 10 "OTHER STATES'AS NOTED IN DETRILS BELOW I5 GR FILE No RC2601 - 1 HOUR ROOF/CEILING ASSEMBLYGA FILE No FC5406 - 1 HOUR FLOOR/CEILING ASSEMBLY �PLICCRELE TO CT,DE,MD,ME,Ni,PR,RL VA, NOTE:ONLY A LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RATED ASSEMBLY NOTE'ONLY A LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RRTED ASSEMBLY IL 2012/15 IRC-SELF CLOSING DEVICE REGUIRED ON DOOR BETWEEN DWELLING UNIT AND GARAGE 12 2015 IRC-CLG GYP IN GRRRGE FASTENED 6"o c 1 HOUR WALL ASSEMBLY WP810S FRT PLY REOUIRED WHEN FLR - 13 FIELD,'—PERIMETER CO)UNTEDY�-F WHEN NN6 ANTED SPACE R OVE SEE FASTENING REQUIREMENTS JOISTS TIRE MOUtNIED IN THE WALLS SUPP OPP DIRECTION ORTING RATED CLG CLAD WITH 0 LAYERS 5/8"TYPE'7N GYP ON GARAGE SIDE OF WRLL 5/8"TYPE X GYP BORRD FASTENING REQUIREMENTS RLTERNRTE TO 6RRRGF Ql Q GYP: - A-U356-LORD BEARING-SEE NOTE sl¢ GRRRGE OWEI II I� AS AN ALTERNATE TO APPLYING GYP FLOOR/CEILING 5EPRRRTION(NOTE x121 INTERIOR SIDE ONE LAYER 5/8"TYPE X GYP BO OR WATER RESISTANT BACKER BD OR VENEER BASE RPPLIED TO THE CEILING,R CLOSE-OFF WRLL -NJ:GR FILE-FC5406 1-HOUR-RATED PRRALLFI.TO 2x4 STUDS,16"DC,WITH 6d COATED NAILS MqY BE BUILT IN THE ATTIC AND CLRCI - FLR/A;R55E:MBLY 1 7/8"LONG,0.0915"DIA.SHANK,L4"HERDS,T'OC RIM JOIST INTERIOR FIRE PROTECTION ON THE GRRRGE SIDE WITH -OTHER STRTES 5/8'TYPE"X"GYP FiHHITRBL.E WALL BOARD JOINTS COVERED WITH TAPE PNO JOINT TYPE X GYP.SHEATHING NOT RECURRED FOR 1 6 2-FAMILY -CT: 5/5"TYPE")"GYP HROIT COMPOUND NAIL HEADS COVERED WITH JOINT COMPOUND, AS AN OPTION,STRUCTURAL WOOD IS NECESSARY WHEN FIRE PROTECTION -OTHER STERES d NJ:1/2"GYP(MINI EXTERIOR SIDE.7/16'THICK,48"WIDE RATED SHEATHING, SHEATHING MAY BE INSTALLED UNDER IS NECESSARY DLI,TO DWELLING WALL SEPARATION EXPOSURE L PLYWOOD OR 058,INSTALLED WITH LONG GYP SHEATHING AND FASTENED PER PROXIMITY RO ECTION'I RIM JOIST NON-HRBITRBLE -NJ:GA FILE.WP8105 1-HOUR- DUtENSION OF SHEET OR FACE GRAIN OF PLYWOOD BRACED WALL OR SiEMENTSRRWRLL INTERIOR PROTECTION'25°REOUIRD SPRCE RATED WALL ASSEMBLY JPRRRl_LEL OR OINTS-BACKED WITH PERPENDICULAR TO ST DS-HOR GORTTACI-I�cO FASTENING REOUIREMFNTS FOR TOWNHOUSE CONSTRUCTION AND -CT:5/8"TYPE°X°GYP FIRE SEPARATION WALLS BETWEEN NOTE.13 -OTHER STATES:L2°GYP(min) TO STUDS ON EXT.SIDE OF WALL WITH fid COATED BOX PERIMETER JOISTS LIVING UNITS IN A 2-FAMILY DWELLING - NAILS SPRCED 6'OC PERIMETER AND 12"OG FIELD WALL d CEILING SEPRRFITIOHEt NaWINDOWS IN WALL _ NO WINDOWS IN WALL TRPLES HRVING EOURL OR GREATER WITHDRRWRL FIND B/W GARAGE d OWFII G LORD-BERRING WALLS: B/W GARAGE d DWELLING LATERAL RESISTANCE STRENGTH MAY BE SUBSTITUTED FOR -CT:5/e"TYPE'X"GYP. -NJ'GR FILES U356 1-HOUR EXTERIOR SIDINGS SFiRLL BE INSTALLED IN RCCOROANCE OB S/8"TYPE X GYP BOHRD _OTHER STATES d NJ.1/Z"GYP(MINI .> THE 6d CORTED BOX NAILS(EXTERIOR SHEATHING ONLY) "OWEIIING' - RATED WALL ASSEMBLY "GARAGE' WITH THE MRNUFRCTURER'S INSTALLATION INSTRUCTIONS CT:5/8"TYPE"X"GYP "DWELLING" FRT PLY REQUIRED WHEN FLR -OTHER STATES 1/2°GYP(mIn] SINTER ORS­LORD SIDES:ONE�IA�TER 5/e°TYPE X GYP BC1 OR JOISTS ARE MOUNTED IN THE - WATER RESISTANT BROKER BOARD OR VENEER BASE APPLIED OPP DIRECTION PARRLLEI_WITH OR AT RIGHT ANGLES TO 204 WOOD STUDS, ONE-STORY WITH ONE-STORY WITH 24"OC WITH 6d COATED NAILS 1 7/8"LONGE 00915' 1 HOUR GRRRGE or LOT-LINE SEPARATION WALL "NON-HRRTTRB F" SPR OVFR GRRRGF "HRBTTRRI F" SPRCF OVER r,RRRr,F EXTERIOR/SIDE'ONE LAYER 5/8"TYPE X GYPSUM (TYP 9/12 OR LESS ROOF PITCH ON GRRRGE) CfYP. 12/12 ROOF PITCH ON GRRRGE) SHEATHING,48"WIDE RPPLIED PRRRLI EL TO STUDS WITH GRLV ROOFING NAILS,1 3/4"LONG. 7"O C IN FIELD,4"OC PERIMETER JOINTS OF GYPSUM SHEATHING MAY EE LEFT UNTRERTED WPLLBCPRD AND SHERTHING NAILED TO TOP AND BOTTOM PLATES AT T'OG EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS T C-FC 5405 BRSE LAYER S/8"TYPE X GYPSUM WFILLBORRO APPLIED AT RIGHT ANGLES TO WOOD JOISTS 24"OC, WITH Zxfi GABLE AND INNER RAKE TYPES DRYWRLL SCREWS 24"OC FACE LAYER RIPPED TO S'F1IGH. Rf TFRNRTF TO GRRRGF fa(;_ (;YP: 5/8"TYPE X GYPSUM WRLLBORRD OR VENEER BRSE RPPLIFD AS RN ALTERNATE TO APPLYING GYP.TO AT RIGHT ANGLES TO JOISTS THROUGH EASE LAYER WITH EAVE OR GABLE OVERHANGS WITHIN :1 ROOF TRUSS THE CEILING, THE SECOND FLOOR WALL FLOOR/CEIIING SEPRRRTION(NOTE.127' - 1 7/8"TYPE 5 DRYWALL SCREWS 12"OC AT JOINTS AND 2 FT TO 5 FT FROM A LOT LINE SHALL w MAY BE CLAD ON THE GARAGE SIDE WITH: NJ NJ GA FILE-FC54o6 or UL FILE L539 or L540 INTERMEDIATE JOISTS FACE LAYER JOINTS OFFSET 24" BE CLAD ON THE UNDERSIDE WTIH(2I LAYERS 5/8"TYPE"X°GYP -CT.5/8"TYPE°X"GYP 1-HOUR-RATED FLR/CIG R55FJ1BLY(SEE OWGs9-7 FROM BRSE LAYER JOINTS,1 1/2°TYPE G DRYWALL SCREWS OF 5/8" GYP FASTENED PER RC2801 REORMNTS 2 INSTALLED IN FACTORY -OTHER STATES d NJ.1/2"GYP (MIN) 6 -OTHER STATES 5/8"TYPE"X'GYP PLACED 2"BACK ON EITHER SIDE OF FACE LAYER END AT RIGHT "NO"OVERHANGS ALLOWED HRBITRBLE JOINTS,12"OC. CEILING PROVIDES ONE HOUR FIRE CLOSER THAN 2 FT TO A LOT LINE SPACE RESISTANCE PROTECTION FOR WOOD FRAMING,INCLUDING m WALL SEPgRRTICM 0 TRUSSES S S/8"TYPE°X"GTP SHEATHING - NON"HRBITPBLE -NJ GR FILES WP8105 1-HOUR- BASE LAYER S/8'TYPE X GYPSUM WALLBOARD APPLIED 2601 INSTRI IST ON-SITE BY OTHERS SPACE RATED WRLL RSSEMBLY -CT:S/8"TYPE"X"GYP RT RIGHT ANGLES TO WOOD JOISTS 24"OC WITH -OTHER STATES.1/2"GYP(min) TYPE 5 DRYWALL SCREWS 24"OG FACE LAYER WALL d CEILING SEPARATION NO WINDOWS IN WRLL NOTE-13 NO WINDOWS IN WALL S/8"TYPE X GYPSUM WALLBOARD OR VENEER BRSE APPLIED B/W GRRRGE d DWELLING B/W GARAGE d DWELLING AT RIGHT ANGLES TO JOISTS THROUGH EASE LAYER WITH 1 HOUR WgLL ASSEMBLY WP8105 -CT.5/8"TYPE"X"GYP _ LORD-BERRING WALLS' 1 7/8"TYPE 5 DRYWRLL SCREWS 12"OC AT JOINTS FIND SEE FASTENING REOUIREMENTS -OTHER STATES d NJ:L2'GYP(HSIIJ) -NJ•Gq FILE.Ud56 1-HOUR INTERMEDIATE JOISTS FACE LAYER JOINTS OFFSET 24" FROM BRSE LAYER JOINTS.1 1/2°TYPE G DRYWALL SCREWS "DWELIING" RATED WALL ASSEMBLY °GRRAGE' ,DWS)TNG, PLACED 2"BACK ON EITHER SIDE OF FACE LAYER END "GRRRGE" -CT:5/8"TYPE"X"GYP. JOINTS,12"OC. CEDING PROVIDES ONE HOUR FIRE -OTHER 5TRTES:I GYP(mW RESISTANCE PROTECTION FOR WOOD FRAMING,INCLUDING TRUSSES 1 HOUR GRRRGE or LOT-LINE GRBLE WRLL DETAIL E-u3 A Logo BEARING'.- 1 WITH TWO-STORY WITH ONE LAYER OF 5/8"TYPE X GYPSUM WTO 2x+ O APPLIED P4R0C _WITH OR RT RIGHT ANGLES TO 2zS WOOD -NOS, "NON-HRBITRBI -PRC OVFR ,RRR "HRBITRBLF" SPR OVER RRR z4"oc MAK WITH fid CEMENT COATED NAILS,1 7/8" (TYP 9/12 OR LESS ROOF PITCH ON GRRRGE) O-YP. 12/12 ROOF PITCH ON GRRRGEI PERIMETER)ANDHANK FIELD RS�ANN ALTERNRRTE,No IA.FERO,6 BUGLE HERD DRYWALL SCREWS.1 7/8"LONG MAY BE SUBSTITUTED WALLBOARD JOINTS SHRLL BE COVERED WITH TRPE AND JOINT COMPOUND NAIL HEADS SHALL BE COVERED WITH JOINT COMPOUND 3 1/2"MRX THICKNESS OF GLR5S OR MINERAL FIBER BATT INSULATION IS OPTIONAL CROSS BRACING REOUIRED AT MID-HEIGHT FLOOR/CEILING SEPARATION(NOTE-12Y DEPARTMENT OF STATE ROVRL -NJ'GA FILE-FC5406 or UL FRE L539 or1540 DIVISION OF BLADING STANDARDS AND CODES 5/5"TYPE X GYP WALLBOARD 1-HOUR-RATED FLR/CIG ASSEMBLY(SEE OWGsgal N-BnNy,NY1mt-0oot OVER 2x4 STUDS m 24"OC -OTHER STRTES 5/8"TYPE°X"GYP Skimp ofApproVxl lorO SydemHedel or component EFFECTIVELY FIRESTOPPED FLOOR/CEILING SEPARATION(BY BUILDER) M13ST 2016-061 10/04/2016 GA FILE No WP3510 (NOTE.12) "SECOND FLOOR" gN�J .FCS40fi 1-HOUR-RATED WALL SEPARATION. Manu?twets Nw AppGcoonn No Dom atApprsrd NOTICETIv appavalmaleaJy mltxm mip.ww,ix dpe fatlop nvndadwed FLR/CLG ASSEMBLY NJ.GA FILE.WP3510 or UL FILE U341 half pxpAaai6r}u�Aare Ham�aleiard aamiNald uie mooYmaredatlurels ravidy ES:5/8"TYPE'7C'GIP i 1-HOUR-RATED WALL ASSF_MBLYThs1 OR 2 STORIES I -CT:5/8"TYPE X"GYP m (mnomgpmeelGcvnays OTHER STATES.1/2"GTP(min?RRRTION(BY BUILDER) I r FRE.WP3510 1-HOl.PR- I NO WINDOWS INtLORD-BEARING WALLS WALL B/W GARAGE JoMAAddmoPEActlngareemrByD Andmod.x,RARATED WALL RSSEMBLT r I NOTE.13 _ d DWELLln'G /8"TYPE"X"GYP I -NJ'GA FILE.U35fi 1-HOUR - STATES I/2"GYP linin) RFlTED WFlLL RSSEMBLT 'GARAGE'pL50 NEW CASTLE NO WINDOWS INWALL -OTNEr./8"TYPE/ 'G YP. DW°�'OMRSTER SERIES COUNTY.OETAWRRERING WALLS(BY BUILDER) B/W GARAGE d DWELLING - -NJ:GR FILE-U356 1-HOUR 7*GR.RRGE' WNu,P GRRRGE FIRE SEPRRRTION RSSEMBLIES RATED FLOOR -OT,5/8°TyRLLTWO-STORY"X"AGTP.BLY _ "aASEMENT°, 4p'�5�P, T� TWO-STORY WITH INTFGRRI GRRRGF -OTHER STATES 1!L"GYP(mW Q" -MASONRY CONST TYPICAL r o, MUNCY HOMES, INC ONE or TWO-STORY WITH i 1567 PR ROUTE 442 1 HOUR INTERIOR LORDBERRING RRTED RSSEMBLY GRRRGF IN BRS M NT n76(�1 MUNCY. PR 17756 ��tEST�t$ DRN BY DRTE SCRLE REV. _ SHT. N0. )ATREAzNAME DJG 6-01-2016 NTS 9c_1 09\9c1 - JOB PRE-32026 SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY D.B DATE 1/27/2017 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. Foundation/piling engineer must verify the listed connections are appropriate with scutal foundation/piling system Foundation/piling engineer may specify alternate connections that meet the required loads. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed'Professional Engineer, to alter this item in anyway Location- NY 135mph Exp C or less f j i sti y($S} Building Description Residential Two Story Modular Wood Frame Construction ^- 02/06/17 Codes: NYS 2016 Uniform Code 2015 NDS - ASCE 7-10 Building Importance Category: II Seismic Criteria- Seismic Design Category (SDC) B Short period design spectral response acceleration (SDS) 0.32 .1 Seismic Importance Factor Ultimate Wind Speed Vult= 135.0 mph Exposure= C Load Case Factor= 0.6 - Snow Load Ground Snow Load = 35 psf Snow Importance Factor 1.00-- JOB PRE-32026 SHEET NO. 2 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Criteria Cont. - Floor Diaphragm Aspect Ratio _ ����„� Length of side (L1)(house width) = 27.5 ft. — `�„ 02/06/17 Length of side (1-2)(house length) = 60 ft. L2 & Li = '2.2 :1 < 3 :1 OK Max Mean Roof Height= 25 ft. Exposed Foundation Height= 1 ft Roof Framing-Span (Horizontal Projection) = 13.75 ft. Roof Framing Spacing = 16 in. o.c. Roof Overhang Length = 1 ft. Roof Slope= 7 .12 & 12/12 Roof Diaphragm Aspect Ratio Length of side (1-1)(width) = 27.5 ft. Length of side (L2)(length) = 60 ft Roof/Ceiling Assembly Dead Load- 15 psf Roof Framing Type = Truss -Truss ID#, HM585825 &' CC680239 Max Uplift at Marriage Wall=-- 572 lbs per truss Max Uplift at Sidewall Wall= 598 lbs per truss JOB PRE-32026 SHEET NO 3 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY, DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 9 ft. 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications = 2x6 SPF#3 Wall Stud Spacing = 16 in. o c Shearwall Segment Aspect Ratio 1st Story Shearwall Height= 9 = =ft. 2nd Story Shearwall Height= 8 ft. OSB - PLY GYP 1st Story Minimum Shearwall Length = H/3.5 = '2.50 ft. H/ 1.5 = 6.00- ft. 2nd Story Minimum Shearwall Length = H/3 5 = 229 ft. H/ 1.5 = 5 33'; ft. 1st Story Wall Length Available for Full Height Sheathing Bline 1 12.50 ft. Lline A 43.50 ft. Bline 2 8.00 ft. Lline B 35.08 ft. ' 1st Story Maximum Unrestrained Opening Height Hline—1 0 in. Hline—A 84 in. Hline—2 84 in Hline—0 84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline 1 27.50 ft Lline A .30.25 ft Bline 2 24.25 ft Lline B 19.66 ft 2nd Story Maximum Unrestrained Opening Height Hline_1 0 in. Hline_A 66 in. Hline 2. 84 in Hline E 66 in, • .0 t . A'~ �� 02/06/17 JOB' PRE-32026 SHEET NO 4 of 44 CALCULATED BY DB DATE • 1/27/2017 CHECKED BY DATE Uplift Connections Building Width = 27.5 ft Roof Framing Spacing = 16, in. o.c. Roof/Ceiling Assembly Dead Load = .15 psf Roof Span 13.75 >ft. Amount of load to be subtracted per Story= = {[(Unit Width'/2)x Floor/Roof Dead Load] +Wall Dead Load}x 0.6 = {j(13.75 ft / 2) x 10 psf] + 60 pit) x 0.6 -77- plf 3 Sec Gust Wind Speed = 135 mph • 7 .a 4 I i i 02/06/17 Vertical Design Wind Pressures See pages 13A thru 13C for pressure calcs. Windward Uplift Pressure= 21.14 psf Leeward Uplift Pressure= -21.14 psf Overhang Wind'Uplift Pressure= 32,32 psf Roof to 2nd Story Wall Connection Load = 'e'299 i plf 2nd Story Wall to 1st Story Wall Connection Load = 299= Of -77, plf= 222 _ plf 1st Story Wall to Foundation Connection Load = 222 plf =77• pif= 145 plf < J I JOB PRE-32026 SHEET NO 5 OF 44 CALCULATED BY- DB DATE 1/27/2017 CHECKED BY DATE Uplift Connections (cont'd) Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be'used, if they are satisfactorily proven to resist the calculated loads. Roof Truss to 2nd Story Wall Stud Connection- Connector: Simpson Strohg-Tie MTS18' Fastener: (6) 0.1481nxl.5in nails each end Allowable Load = 737, Ib Req'd Uplift Req'd Provided Load Spacing Spacing 299 'plf 30 in 16 in. �: "^N ` ✓°' 02/06/17 JOB PRE-32026 ` SHEET NO 6 OF 44 CALCULATED BY DB DATE 1/27/2017 -CHECKED BY DATE Uplift Connections (cont'd) 2nd Story Wall Stud to 2nd Story Floor Band Connection - line_A& lirie_B Connector: 7/16" OSB/PLY overlap ; 2 rows.,of 0.113"x2.0" Mails Allowable Load = 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line—A 299 , plf T in o.c. 6 in D.C. line_B 299 - plf = 7 in o.c. 6'- in D.C. 2nd Story Wall Stud to 2nd Story Floor Band Connection - line-1& line-2 Connector: 7/16" OSB/PLY overlap 2 rows of 0.113"x2.0" Nails Allowable Load = 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 137 plf 6 = in o.c _^6 in o.c line-2 185 ' 'plf ' 6', _ in o c - 6 , in o.c 2nd Story Floor Band to 1st Story Ceiling Band Connection - line_A& line_B Connector- 7/16" OSB/PLY overlap 2 rows of 0.113"x2 0" Nails, Allowable Load = 166 Ib Req'd Uplift Req'd Provided -, ;,' ;;t t'" Load Spacing Spacing .t` V:. line_A 222 plf 9' in D.C. _ 6 -in o c line_B 222 plf 9 -in o c. 6 in o.c. '2rid,Ston,/ Floor Band to 1 st Story Ceiling Band Connection - line_1&'line 2 l - j- Connector 7/16" OSB/PLY overlap ;=`.�'xX 2 rows of 0.113"x2.0" Nails p�lowable Load = 166 " Ib Req'd Uplift Req'd Provided 02/06/17 Load Spacing Spacing line-1 ° ` 137- 'plf 6 in D.C. 6 in D.C. - 1st Story Ceiling Band to 1st Story Wall Stud Connection ` - line_A& line—B, Connector 7116" OSB/PLY overlap - 2-rows of 0.•113"x2.0" Nails Allowable Load = 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A __222_ ,plf 9 in D.C. - 6 " in o.c. line_B 222 plf ;,9' in o.c. 6 in D.C. 1 st Story Ceiling Band to 1 st Story Wall Stud Connection -line-1& line-2 Connector 7/16" OSB/PLY overlap 2 rows of 0.113"x2.0" Nails Allowable Load = 166_ Ib Req'd Uplift Req'd Provided Load Spacing Spacing line-1 1.37: plf 6 - - in o.c. _ 6 in D.C. JOB PRE-32026 SHEET NO 6A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Uplift Connections (cont'd) 1st Story Wall Stud to Floor Band Connection Connector, 7/16" OSB/PLY.overlap floor rim joist min. 3, Fastener: 0.113in x tin nails Must.Use Nails in Higher than Seismic Zone C Lateral Value= 83 lbs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing line_A 161 ,plf .6 in o.c. line—B 226 'plf --6 in. o c. line 1 '0 'plf 6 in. o.c. line-2 -0 _= plf 6 - in. D.C. 02/06/17 .io-B ' PRE-32026 SHEET NO -7 OF ' 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE ' J Uplift Connections (cont'd) Design 1st Story Module to Sill Plate Connection Assume Typical 1st Story Module to Sill Plate Connection made with " Connector 7/16" OSB/P.LY'overlap sill plate 1.5" Fastener. 0.113in x 2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 83 lbs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load' Spacing line_A 161 plf 6 in o c. line_B 226 plf 4 -in. o.c. line-1 0 _ plf 3 in. o.c. line_2 0 plf 3 in. o c. ' /`v>�,F 1, .�kt';{iT`V�• ?}.� 02/06%17 JOB PRE-32026 SHEET NO 8 of '44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE i f " Single Shear Staple Capacity wl min. V penetration "Other Dowel-Type Fasteners" " D =_ --0.063 in Diameter is = 0.438 in Side member thickness Fyb = 1E+05 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 22' Reduction Term-See Table 11.3.1 B Ss = OSB/PLY Side member species Re = 0.779; = Fem/Fes Ms = SPF Main member species Rt = 2.286'.= Im/Is SG = 16 Staple Gage Im = =1 = in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.438'in side member dowel bearing length Fem= 3350 psi main member dowel bearing strength- Fes = 4300 psi -side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear " Zstaple= 40.4 ,lbs Im Zjm= D X Im X Ferri x CD = - `,1"53.5' Ib Rd Is Zis= D x Is x Fes x CD = 86.2 Ib - Rd i < 'E II Zu= k, x D x Is_x Fes X CD = 545 Ib Rd Illm Zmm= k2 x D x Im x Fem x CD = ;56.3 Ib << c, •,, (1+2Re)x Rd ,Y q 02/06/17 I IIs Z111s= k3 X D x Is x Fem X CD = 33.6 Ib (2+Re)x Rd lv Ziv= D2 x 2 x Fem x Fyb (112) _ 20.2 Ib Rd 3 x(1 + Re) Minimum Shear, Zmin = 20.2 Ib Notes:` K1 = [Re+ (2Re2 x(1+Rt+Rt2)) + (Rt2 X Re3)1"12)- [Re X(1+Rol _ , 0.6 ' (1+Re) K2 = -1 + (2 X(1+Re)) + 2F b x(1+2Re)x D2. (1/2) _ 0.9 3Fem x Im2 K3 = '=1 + (2 X (1 Re)) + 2F b x(2+R,)x D2 (U2) - Re 3Fem X Ise JOB PRE-32026,' ' SHEET NO 8A OF 44 CALCULATED BY DB DATE - 1/27/2017 CHECKED BY DATE Single Shear Staple Capacity w/Metal Side Member w/min. V penetration "Other Dowel-Type Fasteners" D 0.063;.in Diameter is = 0.036 in - Side member thickness Fyb = -_1 E+05 psi Dowel bending yield strength tm = 1 - in Main member penetration Rd = 2.2 - Reduction Term-See Table 11 3.1 B Ss = 20GA Steel Side member species Re 0.054.= Fem/Fes Ms = SPF Main member species Rt = 27:7.8 = Im/IS SG = 16 Staple Gage, IM = 1- in main member dowel bearing length CD = 1.6 Load Duration Factor Is 0.036',in side member dowel bearing length Fem= 3350 psi main member dowel bearing strength Fes 61850 psi side member dowel bearing strength Staple Capacity: Table 11.3 1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple=. 52:5-'lbs - Im Zim= D X Ir,,x Fem X "CD = ,153 5 Ib Rd Is Zis= D x Is x Fes ' x CD = 102.0 Ib Rd II Zii= k1 X D x Is x Fes x CD, = 62.8 Ib Rd , III m Z�um= k2 x D x Im x Fem x CD 66.7 Ib (1+2Re)x Rd �*.j 3 ' -' ���`'�✓p 02/06/17 IIIs , Zllls= k3 x D x Is x Fem X CD = 3 'b (2+Re)X Rd IV" Ziv= D2 x F 2 x Fem x Fyb (1/2) _ _ -26.3 _Ib Rd 3 X(1 + Re) Minimum Shear, Zmin = = 26.3 . Ib Notes: Kt = [Re+ (2Re2 X(1+Rt+Rt2)) + (Rt2 x Re3A(1/2)-[Re x(1+Rt)] (1+Re) - - K2 = -1 + (2 X(1+Re)) + 2F b x(1+2Re)x D2 (U2) _ 0.5 3Fem x Im2 - K3- -1 + (2 x(1+Re)) + 2F b x(2+Re)x'D2 (1/2) Re 3Fem x 152 JOB PRE-32026 SHEET NO. 9 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE 1 6G Strap Capacity Thickness of Strap = 0.0598 in Strength of Steel = 36 ksi Strength Reduction Factor=- 0.6 Width of Steel Strap 1.5 in Thickness of fastener= 0.1310 in Capacity of Strap =Thicknes x (Width of Strap-Width of fastener) x Strength,of Steel-x Strength Reduction Factor= Capacity of Strap = 1768 Ib 0 1,31"x2.5" Nail Capacity 'Shear. Z= 83 Ib NDS Table 11 P -Load Duration Factor= 1.6 for wind Adjusted Fastener Capacity= _ 132.8 •Ib Required Quantity of Fasteners to achieve max capacity of strap = QTY= 14, nails each end of each strap j;.•3` .- as i ,t` 02/06/17 \ JOB PRE-32026 SHEET NO 9A OF' 44 CALCULATED BY DB " DATE 1/27/2017 , CHECKED BY DATE 20GA Strap Capacity Thickness of Strap = 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.25 in Thickness of fastener= 0.1310 in Capacity of Strap= Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity,of Strap=-`867.7 Ib 0 131"x2.5" Nail Capacity Shear Z= 81 lb NDS Table 11 P Load Duration Factor= 1.6 for wind Adjusted Fastener Capacity= 129.6 Ib Required Quantity of Fasteners to achieve max capacity of strap = QTY= 7 nails each end of each strap 02/06/17 W �, JOB PRE-32026 SHEET NO. 10 OF 44 - CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Uplift Connections (cont d) Marriage Wall Loads m ` Truss ID# _ _ -HM585825- Max Uplift at Marriage Wall = 572 lbs 02/06/17 Unit Uplift Load = "',286,' plf = Roof to 2nd Story Wall Connection Load = 286'; 'plf 2nd Story Wall to 1st Story Wall Connection Load = '286 Of 59= plf= `' 227 Of Wall to Girder Connection Load = ;227 plf 59 Of= 168', pIf *Connection loads less than 0 do not require uplift connectors Amount of load to be subtracted per Story= _ [(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load --{[(13.75- 'ft / 2) x 10 psf] + 30 pit) x 0.6 _ 59'-_ plf JOB -PRE-32026, SHEET NO 11 of 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design Roof Truss to-2nd Story Wall Stud Connection Connector Simpson Strong-Tie'L-STA12 Fastener: " (10)"0.148"x2 5" nails (5-each end of strap). Allowable Load = 795" Ib Req'd Uplift Req'd Provided Load Spacing Spacing 286- plf 33- 'in 32_ in. 81 02/06/17 J r - ,i JOB PRE-32026 . SHEET NO 11A OF 44 CALCULATED BY DB DATE 1/27/2017' CHECKED BY DATE Uplift Connections (cont'd)- Marriage Wall Connection Design ✓ ty• ,.Yi:.,.,fit -'4 02/06/17 2nd Story Wall Stud to 2nd Story Floor Band Connection Connector: ,Simpson Strong-Tie L'STA12- Fastener: (10). .148inx2.5in nails-_ (5 each end of strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 227,:-,plf 42 in. 321 in. 2nd Story Floor Band to 1 st Story Ceiling Band Connection (One Side Only) 1 Connector: Simpson Strong-Tie LSTA1'5 Fastener: (12) 0.1481nx2.5in nails (6 each,end of strap) Allowable Load = 950 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 454, Of 25----in. 16_ in. JOB" PRE-32026 SHEET NO 11 B OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 1 st Story Ceiling Band to 1 st Stoy Wall Stud Connection Connector Simpson Strong-Tie LSTA12 Fastener: (10) 0.148inx2.5in nails '(5 each end of strap)" Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load, Spacing Spacing 227_;-plf _.42 = in. 32 in. vk z xe 311 �?r 02/06/17 1st Story Wall Stud to Floor Girder Connection Connector Simpson Strong-Tie LSTA12 Fastener (10) 0.148"x2.5" nails (5 each end`of strap) . Allowable Load = 795 Ib for SPF Req'd Uplift Req'd, Provided . Load Spacing Spacing -227 Of _ 42, ,in. 32 in Floor Girder to Foundation Connection Req'd Uplift Load 168,' plf per box JOB PRE-32026 SHEET NO. 12 OF 44' CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads -'2x6 ,SPF#3 ' Nominal Tensile Stress Ft= - 250 , psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD = 1.6, ANSI /AF&PA NDS Table 2 3.2. Size Factor CF= 1.3 ANSI /AF&PA NDS Table 4A Allowable Tensile Stress Ft' = Ft CD CF= 520 psi, ANSI /AF&PA NDS Table 4.3 1 Net Area of Stud A= =8.25" in Allowable Tensile Load Pt = Ft'A= 4290 Ib =.> ,_399' ;Ib OK I Ilk, ' - g . ,tI , 4PM ,02/06/17 JOB PRE-32026 SHEET NO 12A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Slidinq Connections Capacities Design 1st Story Module to Sill,Plate Connectionjz jf C' - Assume Typical Connection made with 0.131"x3"toenails. 02/06/17 Specific Gravity of Member G = 0.42�- Thickness of Member ts= 1.50, .'in Nominal Lateral Capacity of Nails in Single Shear Z= 82-- Ib ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6- ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctn= 0.83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear - Z' = Z CD Ctr, = 109 -' Ib ANSI /AF&PA NDS Table 10.3.1 0 131"x 3"toenails. 2"o.c. nails = 109 Ib x 12 in/ft/ 2 in o.c = -653 pif 3"o.c. nails = 109 lb x 12 in/ft/ 3 in ox = 435 'plf 4" o.c nails = 109:-- lb x, 12 in/ft/ - 4 in o c = .326'''` plf 5" o.c. nails = '109' Ib x 12 in/ft/ 5 in o.c = —261 'plf 6"o.c nails = 1-09--- Ib x 12 in/ft/ 6 in o.c = - 217 � plf 0.131"x 3" Nails Z' = ZCD = 131 Ib 2 rows of 0.131"x3" nails at 4"o c. = 131 --'Ib x 12 in/ft/ 4 in o.c x' 2 = '787 plf 2 rows of 0.131"x3" nails at 5"o.c. = 131 Ib x 12 in/ft/ 5 in o.c x 2 = _°629 plf 2 rows of 0.131"x3" nails at 6"o.c.' = - 131 Ib x 12 in/ft/ 6 in o.c x 2 = 524 -plf 2 rows of 0.131"x3" nails at 7"o.c. = Y 131 Ib x 12 in/ft/ 7 in ox x 2 = 449- , plf 2 rows of 0.131"x3" nails at 8"o.c. = 131 - Ib x 12 in/ft/ 8 in ox x 2 = 393 plf 3 rows of 0.131"x3" nails at 4"o.c. = 131 Ib x 12 in/ft/ 4 in o c x 3 = 1180 pif 3 rows of 0.131"0" nails at 5" o.c. = 131. _ Ib x 12 in/ft/ 5 in o.c x 3 = -944 plf 3 rows of 0.131"x3" nails at 6"o c = 131 Ib x 12 in/ft/ 6 in ox x 3 = '787 plf 3 rows of 0.131"x3" nails at 7" o.c. = 131' Ib x 12 in/ft-/ 7 in ox x 3 =- 674 pif 3 rows of 0.131"0" nails at 8" o c. = 131 Ib x 12 in/ft/ 8 in o c x 3 = 590 plf a , JOB PRE-32026 SHEET N0. 13 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shear Connections - MWFRS Roof Pitch = -7.-.12 Roof Height= 8.4 _ft Roof Span = _13.75_ -ft. 3 Sec Gust Wind Speed = 135- mph Wind Exposure Max Wall Height= 9 ft Wind Importance Factor= End Zone Length = 6.0&;_ft Building Length = 60 ' ft Floor/Ceiling Depth = 1.8 ft Horizontal Design Wind Pressures Enter 16psf as minimum value or if,value is less than zero Wall Pressure Perp to Ridge= --19.96 psf See Page 13A& 13B for pressure calcs. Roof Pressure Perp to Ridge= 15:43=psf .Wall Pressure Parallel to Ridge= :'1,9"96- psf Roof Pressure Parallel to Ridge= 21,14-psf - ,` 02/06/17 ry Perpendicular to Ridge Roof Diaphragm Load _ (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor Press Perp. x Wall Height/2) Roof Diaphragm Load = 209 _ plf Floor Diaphragm Load _ [Wall Hor. Press Perp x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load • _ '206, plf , Parallel to Ridge Roof Diaphragm Load (Roof Hor. Press. Par. x Roof Height/2) + (Wall Hor. Press Par. x Wall Height/2) Roof Diaphragm Load = 169 plf Floor Diaphragm Load [Wall Hor. Press.,Par x (Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 206 -- plf JOB PRE732026 SHEET NO _ -13A OF- ' 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch = 7:12 Roof Height= =-_8.4 -ft Roof Span = = 13.75'_ft. 3 Sec Gust Wind Speed, V= 135 --mph Wind Exposure= C Max Wall Height= 9 - 'ft Wind Imp. Factor, I = End Zone Length = "600 ft Building Length, L Floor/Ceiling Depth = =1:8 - ft Mean Roof Height, h = _=25 ft Building Width, B = _27.5 ;ft , qz= 0.00256KzKztKdV21LC Load Case Factor, LC 0.6- KZ= 0.94 Per Table 27-.3-1 from 7-10 and per table 6-3 from 7-05. _(For 7-05 use highest value from case 1 and case 2 ) KZc= 1. Kd = 0.85'' Per Table 26 6-1 from 7-10 and per table 6-4 from 7-05. qZ= 22.37 ,psf ' >>: G = 0:'85 for rigid structure's Perpendicular to the Ridge 4^ . `` 02/06/17 Cp"M= „ 0.8 Windward Wall Exterior Pressure Coefficient COW= -0.25 Leeward Wall Exterior Pressure Coefficient CpWr= - -0,.25-- = Windward Roof Exterior Pressure Coefficient Cpir= " -0.60 '-0:6 Leeward Roof Exterior Pressure-Coefficient Parallel to the Ridge = CPWW= 0.8--'; Windward Wall Exterior Pressure Coefficient Cplw= -025, Leeward Wall Exterior Pressure Coefficient- Cpwr= -0.90-- -0:18 Windward Roof Exterior Pressure Coefficient Cpir= -0.90 , =0.,18_ Leeward Roof Exterior Pressure Coefficient . GCP,_ -.0.18--- -0:18. JOB PRE-32026 sHEET NO 13B OF 44 CALCULATED BY DB DATE 1/27/2017 ' ? , CHECKED BY DATE 02/06/17 Shear Connections -MWr=RS Roof Pitch = 7:12 Roof Height= 8.4` ft " Roof Span = : 1,3.75-ft 3 Sec Gust Wind Speed, V= 135;; mph Wind Exposure= C, Max Wall Height= ;9:-r ft Wind Imp. Factor, I = 'End Zone Length = .6.10G: ft Building Length,L= 60 .ft Floor/Ceiling Depth = 1.-8- ' ft Mean Roof Height,'h = 25'' ft Building Width, B = =27.5, ft Load Case Factor, LC = 0:6- q,= . ,22.37 psf G= ---,0.85- for rigid structures p= gGCp-q,(GCpI) MWFRS -Wind Perpendicular to Ridge Walls Windward P = ( 22 37 psf x 0.85 x 0.8 ) - 22.37 psf x 018 ) _ -11.2 'psf P = ( 22.37 Psf x 0.85 x 0.8 )- 22.37 psf x -018 ) = 19.2 psf Leeward P = ( 22.37 psf x 0.85 x -025 ) 22.37 Psf x 0.18 ) _ -88 psf P= ( 22.37 psf x 0.85 x -0.25 ) - 22,37 Psf x -0.18 ) _ -07 psf Roof Windward P = ( 22 37 Psf x 0.85 x -0 25 ) - 22 37 Psf x 018 ) _ -8.8 psf P = ( 22.37 psf x 0.85 x -0.249 ) - 22,37 Psf x -018 ) _ -0.7 psf Leeward - P = ( 22,37 Psf x 0.85 x -0.60 ) - 22.37 Psf x 0.18 ) _ -15.4 psf P = ( 22.37 psf x 0.85 x -0.60 ) - 22.37 psf x -018 ) = 7.4 psf Overhang Pressure - P - gGCpwmdwardroof+ gGCpwindwardwall P = ( 22:37 Psf x' 0.85 x 0.80 ) -( 22.37 Psf x 0.85 x -0.25 ) = 19.9 psf JOB PRE-32026 • r y`; Nay; "rc '�' E", SHEET NO 13C of 44 CALCULATED BY DB DATE 1/27/2017 E' a °I.lz CHECKED BY, DATE Shear Connections -MWFR Roof Pitch = -:7:12 = Roof Height= 8.4 ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed, V= ,,.135 mph ) Wind Exposure= C;- Wind Exposure Adjustment Factor= Max Wall Height= 9 --ft Wind Imp. Factor, I = End Zone Length = 6.00 ft Building Length, L= 60• ft Floor/Ceiling Depth = 1.8___ft Mean Roof Height, h = 25 ft Building Width, B = =27.5 - ft Load Case Factor, LC = ' 0.6, qZ= _22.37 psf G = 0.8,5 for rigid structures p = gGCp-q,(GCpI) MWFRS -Wind Parallel to Ridge F _ Walls Windward P = ( 22.37 Psf x' 0.85 x 08 )- 22.37 psf x 0.18 ) _ 11.2 psf P= ( 22.37 psf x 0.85 x 0.8 ) - 22.37 Psf x -0.18 ) = 192 psf Leeward P= ( 22.37 ,psf x 0.85 -x -0.25 ) - 22.37 psf x 0.18 ) _ -8.8 psf P"= ( 22 37 psf x 0.85 x -0.25 )- 22.37 psf x -0.18 ) _ -07 psf Roof Windward P = ( 22 37 Psf x 0.85 x -090 ) - 22.37 Psf'x' 0.18 ) _ -21.1 psf P-= ( 22,37 psf x 0.85 x -0.90 )- 22.37 Psf x -0.18 ) _ -13.1 psf Leeward P'= ( 22.37 psf x 0.85 x -0.90 ) - 22.37 psf x 0.18 ) _ -21.1 psf P= (' _ 22.37 Psf x 0.85 x -090 ) - 2237 psf x -0.18 ) _ -13.1 psf • Overhang Pressure P =CIGCpwmdwardroof+ CIGCpwindwardwall P = (` 22 37 Psf x 0.85 x 0.80 )- ( 22.37 psf x , 0.85 x -0.90 ) = 32.3 psf JOB PRE-32026 SHEET NO 13D OF - 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shear Connections -C&C Roof Pitch = '--7:12 Roof Height= _ 8A ft Roof Span =, -13.75 'ft. 3 Sec Gust Wind Speed, V= .135 - mph Wind Exposure= C' Max Wall Height= 9, ft Wind Imp. Factor, I = _ End Zone Length = 6.00 ft Building Length, L= 60 �ft Floor/Ceiling Depth = 1.8 '_ft Mean Roof,Height, h = 25 ft Building Width, B = 27.5 ft qz= 0 00256KzKztKdV21LC Load CaseFactor, LC KZ= 0 94 - Per Table 30.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) Kzt Kd = 0.85 Per Table 26 6-1 from 7-10 and per table 6-4 from 7-05x' • k X: �•'•€- -eye- ijFS qZ= 22.37- psf 02/0 17 p- gGCP-q,(GCp,) G = _ 0.'85= for rigid structures Walls Per Figure 30.6-1 7-10 and per Figure 6-17 7-05 CP4+_ '1.00 Zone 4 Positive CP4-_ -1-10-- Zone 4 Negative CPS+= 1.00 Zone 5 Positive CP5__ -1'.39 Zone 5 Negative Roof Per Figure 30.4-2A,B&C 7-10 and per Figure 6-11 B,C&D 7-05 CPj+= 0.87 _ Zone 1 Positive Cpioh+= 0.87' Zone 1 OH Positive Cpl-= 0.94- Zone 1 Negative CP1oh__ -0.94 Zone 1 OH Negative CP2+= 0.87 = Zone 2 Positive CP2oh+_ = 0.87 Zone 2'OH Positive Cpl__ -1.141 Zone 2 Negative CP2oh-_ =1.94 Zone 2 OH Negative CP3+= 0.87_ Zone 3 Positive CP3oh+_ = 0.87 Zone 3 OH Positive CP3- ;-1.14 - Zone 3 Negative CP3oh`= ___=1.94 Zone 3 OH,Negative GCP, = 0.18= -0.18 JOB - -PRE-32026 SHEET NO- 13E OF - 44 'CALCULATED BY DB DATE - 1/27/2017 - CHECKED BY DATE Shear Connections -C&C Roof Pitch = 7:12 Roof Height= _ 84 ft Roof Span 3 Sec Gust Wind Speed, V= :135 ° mph Wind Exposure'= C Max Wall Height= Y 9 =ft Wind Imp. Factor, I = _r' x�• _.._ End Zone Length = 6.00 -ft Building Length, L= 60 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = - -25 ft Building Width, B = -27.5 ft Load Case Factor, LC qZ= .22.37' psfG = _ 0.85 for rigid structures" P = gGCP-q,(GCP,) 3;" r" 02=06/ ^ eF Walls Zone 4 P = ( 22.37 psf x 0.85 x 1.00 ) - 22,37 psf x 0.18 ) = 14.9 psf P ='( 2237 psf x 0.85 x 1.00 ) - 22.37 psf x -0.18 ) = 22.9 psf P = ( 22.37 psf x 0.85 x -1 10 ) - 22.37 psf x 0.18 ) _ 724.8 psf P = ( ' 22 37• psf x_ 0.85 x -1 10 ) - 22.37 psf x -018- ) _ =16 8 psf' Zone 5 _ P = ( 2237 psf x 0.85' x 1.00 ) - 22.37 psf x 0.18 ) = 14.9 - psf P = ( 22.37 psf x 0.85 x 1.00 ) - 22.37 psf x -0 18 ) = 229 psf P = ( 22,37 psf x 0.85 x -1 39• ) - 2237 psf x 0.18 ) _ -30.5 psf P = ( 22.37 psf x 0.85 x -1.39 ) - 22.37 psf x -0.18 ) _ -22.4 psf Roof Zone 1 P = ( 22.37 psf x 0.85 x 0.87 ) - 22.37 psf x ' 0.18 ) = 12.5 psf P = ( 22.37 psf x 0.85 x 0.87 ) - 22.37 psf x -0.18 ) = 20.5 psf P = ( 22.37 psf x 0.85 x -0.94 )-- 22.37 psf x 0.18 ) _ -21.8 psf P = ( 22.37 psf x 085 _ x -0.94 ) - 22.37 Of x -0.18 ) _ -13.8 psf Zone 2 P = ( 22,37 psf x 0.85 x 0.87 )- -22.37 psf x 0.18 ) = 12.5 psf P = ( 22.37 psf x 0.85 x 087 )- 22.37 psf x -0.18 ) = 20.5 , psf _10 = ( 22.37 psf x 0.85 x -1.14 )- 22.37 psf,x 0.18 ) _ -25.6 psf P = ( 22.37 psf x 0.85 - x -1.14 )- 22.37 psf x -0.18 ) _ -17.6 psf Zone 3 P = ( 22.37 psf x 0.85- x 0.87 ) 22.37 psf x 0.18 ) = 12.5 psf P = ( 22.37 psf x 0.85 x 0.87 ) - 22.37 psf x -0.18 ) = 20.5 psf P = ( 22,37 psf x 0.85 x -1.14 )- 22.37 psf x' 0.18 ) _ -256 psf p = ( - 22.37 psf x 0.85 x -1.14 )- 22.37 psf x -0.18 ) _ -17.6 psf JOB -PRE-32026 SHEET NO. 13F OF 44 CALCULATED BY- DB DATE 1/27/2017 CHECKED BY DATE - Shear Connections -C&C Roof Pitch = 7:12 Roof Height= 8.4 - ft Roof Span = 13.75',ft. 3 Sec Gust Wind Speed, V=' „135 mph Wind Exposure= ;.--C Max Wall Height= ,,'9. ft Wind Imp. Factor, I = End Zone Length = 6.00 ft Building Length, L = 60 ft Floor/Ceiling Depth 1.8 _- ft Mean Roof Height, h = - 2. 5-. ft Building Width, B = : -27:5- ft Load Case Factor, LC qZ= 22.37 psf G = 0,85 for rigid structures P=gGCP-q,(GCp,) xr �, t4 , yr may' 02/06/17 Roof OH Zone 1 OH P = ( 22.37 psf`x 0.85 x 0.87 ) - 22,37 psf x 0.18 ) = 12.5 psf P = ( 2237 psf x 085 x 087 ) - 22.37 psf x -0.18 ) = 20.5 psf P = ( 22,37 psf x 0.85 x -0.94 )- 22.37 psf x 0.18 ) _ -21.8 psf P= ( 22.37 psf x 0.85 x -094 ) 22.37 psf x -0.18 ) _ -138 psf Zone 2 OH P = ( 22.37 psf x 0.85 x 087 ) - 22.37 psf x 0.18 ) = 12.5 psf P = ( 22.37 psf x 0.85 x 087 ) - 22.37 psf x -0.18 ) = 20.5 psf P = ( 22.37 psf x 0.85 x ' -1.94 ) - 22.37 psf x 0.18 ) _ -40.8 psf P= ( 22.37 psf x 0.85 x -1.94 )- 22.37 psf x -0.18 ) _ -32.8 psf Zone 3 OH P = ( 22.37 psf x 0.85 x 087 )- 22.37 .psf x 0.18 ) = 12.5 psf P = ( 22.37 psf x 0.85 x 087 ) - 22.37 psf x -0.18 ) = 205 psf P = ( 22.37 psf x 0.85 x -1.94 ) - 22,37 psf x 0.18 ) _ -40.8 psf p= ( 22.37 psf x 0.85- x -1.94 )- 22.37 psf x -0.18 ) _ -32.8 psf A` JOB - PRE-32026 SHEET NO 14 OF 44 CALCULATED BY DB DATE 1/2 712 0 1 7 CHECKED BY DATE Shear Connections-Wind (cont'd) Reference Sheet 13 for wroof& wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wroof = 2091- plf Wroof = _.`_169'_ Of Wfloor= ' '206 =plf Wfloor 206 ',plf L= 60,; ft. B = '27.5; ft Vroof=wroof x L= 12569 lb, Vroof=Wroof x B = --4637- Ib Vfloor=wfloor x L= ;12337'Ib Vfloor=wfloor x B = ,5654' Ib t Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B= 229 plf vroof=Vroof/2/ L = '39 plf vfloorl =Woof+Vfloor1 /2/B = ` 453 Of vfloorl =Vroof+Vfloor/2/ L= 86- . plf vfloor2 =Vroof+ [2 x(Vfloor/2/B)] __--677 plf vfloor2 =Vroof+ [2 x(Vfloor'/2/L)] = 133- plf :,gip 02/06/17 JOB PRE-32026 SHEET NO 15 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE �- - Shear Connections-Seismic(cont'd)., Total Shear Capacity'Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 26400 Ib R= 6.5 ----Table 12.14-1 Wswall = 14,400,'Ib Fa= 1.4' ' Section 12.14.8.1 Wewall= 6600 ,Ib F= 1.1 . Section 12 14.8.1 Wgable= 1650- Ib SDs= 0.32 ,_Secction 114.1 Wfloor= 41250 Ib I = -1.00„- Seismic Importance Factor Wtota(_ .-90300 Ib Seismic Base Shear,V: Section 12.14 8.1 - ' V= F x SDs X Wtotal X I = - 4890, - Ib R 2/06/17 Vertical Distribution, Fx: Section 12 14.8.2 '° � FX = w, x -V Wtotal Fx.roof= -_1430 Ib Floor Diaphragm Load= 4890 Ib Fx.floorl = 2981 Ib Fx.floor2= ,=4890 ;Ib Diaphragm Unit Shear Capacity Requirements B= -27.5 'ft. L= 60 -ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B= =26. . plf vroof=Fx.roof/2/L= 12 plf 1st floor down from roof vfloorl =Fx.floorl /2/B= 54' ;plf vfloorl = Fx.floorl'/2/L= 25 plf vfloor2=Fx.floor2/2/B' _ 89__ plf vfloor2= Fx.floor2/2/L= _ Al Of JOB PRE-32026 SHEET NO 16 OF '44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shear Connections (cont'd), Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 2nd-Story Shear Walls Wall Length Available for Full Height Sheathing Bline 1 27.50 ft. %line 1= 100 Bline 2 24:25 ft. %line 2 = 88 Shearwall Unit Shear-Capacity Vwall line 1=Vroof/2 Bline 1 Vwall line-1= -, O. _ - 0; „7542 Ib /(2 x 27.50 ft) Vwall line 1= 137, plf Wind Controls = Vwall line-2 =Vroof/2 Bline_2 Vwall line-2 = '0- 0 7542,''Ib /(2 x '24.25 ft) Vwall line—2 = _155_ plf -Wind Controls 1 Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline A 30.25 _ft. %line A= 50 Lline B''19:66 ft. %line B = 33 Shearwall Unit Shear Capacity Vwall line—A=Vroof/2 Bline A Vwall line_A= 0 -_0- '''' 4637 Ib /(2 x 30.25 ft.) Vwall line A= 77 plf. -Wind Controls — _ Vwall line—B =Vroof/2 Bline B Vwall line-13 = 0 0 4637 Ib /(2 x 19.66 ft) Vwall line B= ----118 , Of -Wind Controls z 02/06/17 JOB PRE-32026 ySHEET NO 16A" OF 44 CALCULATED BY DB DATE 1/27/2017 , CHECKED BY DATE Shear Connections (cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline 1. 12.50' ft. %line 1= 45- Bline 2 8.00 A %line 2 = 29_=_ Shearwall Unit Shear Capacity Vwall line_1= (Vroof+Vfloor)-/2 Bline_1 Vwall line 1= 0 ;' 0 _ 7542 Ib + "7402' Ib / (2 X 12 50` ft.) Vwall line 1= 598__ plV Wind Controls' Vwall line-2 = (Vroof+Vfloor) /2 Bline_2 Vwall line '2 = 0; '0 4525. Ib + ' 4935 Ib /(2 X 8.00 ' ft.) Vwall line-2 = 1591 'plf 'Wind Controls' Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 43.50 ft. %line / 73 Lline B 35.08 'ft. %line E 58 Shearwall Unit Shear Capacity Vwall line_A= (Vroof+Vfloor)/2 Bline A Vwall line A= ,,.0_ �0 4637 'Ib + _5654 'Ib /(2 X 43.50 ft.) Vwall line A= 118 Of Wind Controls ' Vwall line—B= (Vroof+Vfloor) /2 Bline B Vwall line_B = 0 0-=_ 4.637 _'lb + - 5654 Ib /(2x 35.08 ft.) Vwall line_B = 11147'-___ plf ,Wind Controls - x ��;• 's. r` ." _.. 1=7 `� ASN y� ` 02/06/17 - ' JOB PRE-32026 SHEET NO 166 `OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shear Connections (cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1st Story Shear Wal[ Wall Length Available for Full Height Sheathing Bline 3 23 40 ft. %line 3= 85 Shearwall Unit Shear Capacity Vwall line-3= (Vroof+Vfloor)/2 Bline_3 Vwall line 3= 0- 0, '12569' Ib + ,12337 Ib / (2 X 23.40 ft.) Vwall line-3= 532 Of 'Wind Controls 02/06/17 JOB PRE-32026,- SHEET NO 17 OF 44 'CALCULATED BY ` DB DATE 1/27/2017 ' CHECKED BY DATE ' Shear Connections (cont'd) Shear Capacity of 2nd Story Perforated Shearwall Assembly a' Percent Full Height Sheathing Wind Perpendicular to Ridge %line 1= -100 %line_2 = ' '88 ;r 02/06/17 Wind Parallel to Ridge %line A= 50 %line_B = 33 Maximum Unrestrained Opening Height_ 2nd Story Wall Height- - 8_ft. Wind Perpendicular to Ridge Wind,Parallel to Ridge Hline 1 0 in Hline A' 66 in Hline_2 84 '_ in Hline_E 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge, , Wind Parallel to Ridge 'Fline 1:- 1.00 Fline_A` '0,.66 Rine_2 0.84 Fline- 13-,0 59 Shear Capacity of 1 st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line_1., 45 - %line 2 '29' , Wind Parallel to Ridge %line A 73, - %line_E --58- Maximum Unrestrained Opening Height 1 st Story Wall Height- 9 ft. Wind Perpendicular to Ridge ' Wind Parallel to Ridge Hline_1 0- in. HIine A '84-, in. Hline—2- -84 -'-in. Hline_E 84 in. Perforated.Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge - Wind,Parallel to Ridge Fline_1! 1.00- Fline_A -0.74 Fline 2 -.0.52 Fline 8 0.65 JOB` PRE-32026 SHEET NO 18 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same,-size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G= -0.42 2nd Story Wall,- line-1 PERFORATED 7/16" OSB w/0.113"x2" nails @ 6" o.c. panel edge & 12" D.C. field nailing (exterior) Tabulated Value 165 plf vs= 1.40 (Tab. Value) = 231- plf Vs= 0 pif Shear Capacity of Shearwall Assembly vs = =231'-- plf + ;_ .0_, = pIf = -231 plf > -'137-_==plf OK 2nd Story Wall - line_2 PERFORATED, ; 7/16" OSB w/0.113"x2" nails @ 6" o c. panel edge & 12" D.C. field nailing (exterior) Tabulated Value= 165 plf ys= 1 40 (Tab. Value) _ ,231 pIf Vs= 0 pif Shear Capacity of Shearwall Assembly vs = 231 plf + - '=0' Of = 231 _plf > 155 plf 'OK 2nd Story Wall -line_A PERFORATED 7/16" OSB w/0.113'x2" nails @ 6" o c. panel edge & 12" D.C. field nailing (exterior) Tabulated Value= 165 plf vs= 1.40 (Tab. Value) = 231, plf Vs= 0 plf Shear Capacity of Shearwall Assembly- vs = -231 i pif + a pIf = "231 pif > ?7'- plf OK 2nd Story Wall - line_B- PERFORATED 7/16" OSB w/0.113"x2" nails @ 6" o.c. panel edge & 12" D.C. field nailing (exterior) Tabulated Value= 165 pIf vs= 1.40 (Tab.Value) = 231- plf } "Z. vs= 0 plf J-41 Shear Capacity of Shearwall Assembly vs = 281'-` plf + 0.:'�, plf = 231. plf > 1,18 - plf OK 02/06/17 JOB .PRE-32026 SHEET NO 18A OF _ 44- CALCULATED BY 4- CALCULATEDBY DB DATE 1/27/2017 CHECKED BY DATE Shearwall Design ; Note. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = 0.42 1st Story Wall - line-1 SEGMENTED 7/16" OSB w/0.131"x2.5" nails @ 2" o c. panel edge & 12" o.c field nailing (exterior) -dbl studs Tabulated Value= 588 plf vs= 1.40 (Tab.Value) = 823- , plf Vs= -0 plf Shear Capacity of Shearwall Assembly vs = 823 ,plf + _ 0 plf = ..823 . plf > 598- plf ;OK 1st Story Wall - line_2 SEGMENTED " 7/16" OSB w/0.131"x2 5"-nails @ 2" o.c. panel edge & 12"o.c field nailing (exterior) -dbl studs Tabulated Value= 588 plf vs= 1.40 (Tab.Value) = 823 plf Vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 823 Of + - ;0., ''Of = 823 plf > 591 plf OK 1st StoryWall -line_A PERFORATED 7/16" OSB w/0.113"x2" nails @ 6"o.c. panel edge & 12"o.c. field nailing (exterior) Tabulated Value= 165 plf vs= 1.40 (Tab. Value) = 231 plf vs= 0 plf Shear Capacity of Shearwall Assembly vs = -231 plf +• < 0.,', plf = 231, :plf > 118 plf OK 1 St Story Wall - line_B PERFORATED ' _ 7/16" OSB w/0.113"x2" nails @ 6"o.c. panel'edge & 12"o.c. field nailing (exterior) Tabulated Value= 165 plf vs= 1.40,(Tab. Value) _ _2311 plf vs- 0 plf } Shear Capacity of Shearwall Assembly kT' �- vs = 231 Of + 10 ` 'plf = 231'--`plf > ,147 .plf -OK JOB PRE-32026 SHEET NO 18B -OF' 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sheahmall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G = --0.42 1st Story Wall -lirie_3 PERFORATED 7/16" OSB w/0.113"x2" @ 2" o.c. panel edge & 12" o c field nailing (exterior) -dbl studs @ shtg Tabulated Value = 423 plf vs= 1.40 (Tab. Value) _ -,592plf Vs= 0 'plf Shear Capacity of Shearwall'Assembly vs = _ 592 plf + `0:, plf = 592- ,plf > 532 - plf OK 02/06/17 4 _ i , JOB PRE-32026 SHEET NO 19 OF- 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2X6 ,,SPF#3 _- _ Sample Calculation Nominal Tensile Stress Ft= 2,50 'psi ANSI /AF&PA NDS Table 4A Load Duration Factor CD= 1.6_ ANSI/AF&PA NDS Table 2.3 2 ! Size Factor CF= 1.5 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress Ft = Ft CD CF= 600 'psi ANSI /AF&PA NDS Table 4.3.1 Net Area of Stud A= 8'25 int Allowable Tensile Load Double 2x4-With Splices Pt = Ft A= 3150= Ib Double 2x4- No Splices 6300- Ib Double 2x6 -With Splices Pt = Ft A= -4290 Ib Double 2x6- No Splices 8580- lb Double 2x10-With Splices Pt = Ft A= 5550- Ib Double 2x10- No Splices 11100 Ib Z= 131.2 Ib 0.131"x 3:0" Nails ; Minimum splice lap where splices are allowed = 4 ft S 2nd Floor Endwalls T= .,-6285 Ib Double 2x6 Top Plate- No Splices Sidewalls T= ; 1553 'Ib Double 2x6 Top Plate-With Splices &' Stagger 2 rows of 0.131"x 3.0" Nails @ 8 - in o c. 1 st Floor, Endwalls T= 12453' Ib Double 2x6 Top Plate- No Splices ' Double 2x10 Perimeter Rail- No Splices Sidewalls T= 3103' Ib Double 2x6 Top Plate-With Splices & Stagger 2 rows of 0.131"x 3.0" Nails ` @ - 8 : in o c. Double 2x10 Perimeter Rail-With Splices & Stagger 2 rows of " in o.c. • .':, - .;,:q.z, 99 0 131 x 3;0 Nails @ 8 its.✓,^ .Yy3Y t-{.r3 - , y 02/06/17 JOB PRE-32026 ' SHEET NO 20 of 44, CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Shearwall Design (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd Story Wall Height -Shear Perpendicular.to Ridge_ - vline_1 23,1` _`plf x 1.00 - _ _ 231 _ plf, > 137 plf =OK vline_2 231 plf x„ 0.84 - =194' plf,, > 155 plf OK Shear Parallel to Ridge _ - = vline_A, 231 _plf ,x' 0.66 = 152_ plf > ` 77 _ _plf OK, = vline_B - 231 plf x 0'.59" _ 1-36.-- pff; > _ 118- 'plf OK 1st Story Wall 1st Story Wall Height- 9 ft. Shear Perpendicular to Ridge -vline_1: '823 , plf -x 1.00' 823 plf >` _ 598 _ ` plf "OK Must Use Segmented Shearwall Design,vline_2 823 plf x 0.52 '428 _01f,__< 591 plf NG Shear Parallel to Ridge vline_A -231 plf, .x 0.74 =, - 170 plf > 118 plf OK vline B , 231, plf --x 0.65 _ = 150 , plf-•> - 147 -plf OK Note: Perforated Capacity limited to 490pif for Seismic and 686pif for wind , sF 02/06/17 JOB,. PRE-32026 SHEET NO 21 OF' '44, CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side (1-1)(house width) = 27.5, ft. j}z Length of side (LZ)(house length) _ . 36 ft a° 02/06/17 Dead Load Resistance to Overturning-line-1&line-2 Dead'Load = 65.' pif Dead Load * Length to Overturning @ Pivot Point= ,893.8 lbs*0.60 = -' 536 Return Wall Dead Load = 4 150 *0.60 = 360. Dead Load Resistance to Overturning - line A& line_B Dead Load .1-50- plf Dead Load * Length to Overturning @ Pivot Point= 2700" lbs*0.60 = 1620 Return Wall Dead Load = -_65 --.* 060 = 0 Required Holddown Capacity T,= v x h Segemented T= v x h/Co Perforated ` 2nd Story Module to 1st Story Module- line_1 PERFORATED Wind Controls T= 437, Of x :8.0; ft. / 1.00,' = 1097;Ib + Ib '8961 'lb`sDL=--: , 201, lb Connector' (1) Simpson-Strong-Tie CS16 strap Fastener: w/ (22) 10d nails ea strap Allowable Load = 1705 Ib L 2nd Story Module to 1st Story Module- line_2 PERFORATED Wind,Controls . T= 155 - Of x 8.0 ft. / 0:84 _ _ _ 14.79' Ib + lb --,- ;896 �Ibs DL 583 Ib Connector: (1) Simpson Strong-Tie CSI strap Fastener-,w/ (22).10d nails ea strap Allowable Load 1705 Ib 2nd Story Module-to 1st Story - line_A PERFORATED Wind Controls, ' - T -77- Of x 8.`0 ft. / _ ,0.66 = " ;930 Ib + Ib, -<_: -1620. ibs OK _ Dead Load of Structure is Sufficient to Resist Overturning Load 2nd Story Module to 1st Story Module- line_B PERFORATED_ :Wind Controls T=:' plf z 8.0 ft / 0.59 = = 1604 Ib + Ib =< 1620, lbs, 118 OK'= Dead Load of Structure is Sufficient to Resist Overturning Load -JOB PRE-32026 SHEET-NO 21A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Reference Page 22 for Stud Capacity;Examp[e;i✓alculation. Overturning Connections - s;..: ` ' •=' - ' Check Capacity of Dead Loads to Resist Overturning Loads Length of side (Lj)(house width) = 27:5 - ft Length of side (-L2)(houselength) _ - ----60,- .ft. *.r { 02/06/1 Dead,Load Resistance to Overturning- line_1& line-2 Dead Load = 65 ' plf Dead Load *(Length to Overturning @ Pivot Point/2 ) =,.-893 8 lbs*0 60 = 536, Return Wall Dead Load,= * 150 *0 6Q= - 0 Dead Load Resistance to Overturning -line-A.& line_B Dead Load = 150 plf Dead Load * (Length to Overturning @ Pivot Point/2.) _; 4500 . lbs*0.60 = 2700 'Return Wall Dead Load = * 65 _ *0.60 = 0 - Required Holddown Capacity T=v x h Segemented T= v x h/Co Perforated 1st Story Module to Foundation - line_1 SEGMENTED Wind'Controls T= -,:598plf x ,_ 9.0„ ft. 5380 Ib + 201 Ib - n ;250 lbs DL= 5330'. Ib' Connector, Simpson Strong-Tie STHD14RJ - 'Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from corner Allowable Load 5345 Ib 1st Story Module to Foundation - line-2 SEGMENTED Wind Controls T T= "591 plf x 9.0 ft. / 1 = 5321 Ib + Ib 50 lbs DL= '5271- Ib Connector: Simpson Strong-Tie STHD14RJ .Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from corner, -Allowable Load 5345 Ib 1st Story Module to Foundation - line_A - PERFORATED Wind'.Controls T= 118 plf x == 9.0 __ ft. / _•0.735 = 1448; Ib + lb <_ 2700 ,lbs OK Dead Load of Structure is Sufficient to Resist Overturning Load - 1st Story Module to Foundation - line_B PERFORATED Wind Controls T= 147 ` pIf x 9.0- ft. / --0.648' -2036 Ib + " Ib '''< 2700__ , lbs. 'OK Dead Load of Structure is Sufficient to Resist Overturning Load JOB PRE-32026, SHEET NO 21 B OF 44 CALCULATED BY DB DATE 1'/27/2017 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation.' Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side (Li)(house width) = 27.5 ft. Length of side (LZ)(house length) _ = 60- ft. Dead Load Resistance to Overturning -line_3 Dead Load =- -65 plf Dead Load *(Length to Overturning @ Pivot Point/2 ) _.•893 8;,Ibs *0.60 = 536 k - • Return Wall Dead Load = 0. - * 060 = 0' Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation - line 3 SEGMENTED- Wind Controls T='- 532 plf x 9--o' ft. / 1 = 4790 Ib I + 583 Ib 250 lbs DL 5123 Ib Connector.Simpson Strong-Tie STHD14RJ Fastener.'w/ 1/2 in min-concrete cover and (30) 16d sinkers, locate 1.5in from corner Allowable Load 5345 Ib • Y 11 :: N,, _ 5 . . JOB PRE-'32026 . , SHEET NO22 OF 44 CALCULATED BY , DB DATE 1/27/2017 , CHECKED BY D Tc Overturning Connections (cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads Sample `alculatior�.,, t 02/06/17 (1) 2x6 _ SP,F#3 Nominal Tensile Stress Ft= 250' _psi ANSI /AF&PA NDS Table 4A Load Duration-Factor CD=, 1.6` ANSI /AF&PA NDS Table 2.3 2 Size_ Factor CF'= -1.0 ANSI/AF&PA NDS Table 4B Allowable Tensile.Stress F; = Ft CD CF= .400 psi ANSI /AF&PA NDS Table 4.3.1 - Net Area of Studs A= 8.25 in Allowable Tensile Load Pt = Ft A= 3300_ Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131"x 3 0" Nails Specific Gravity of Member Stud Height= 9 ffi ' G OA2' Thickness of Member is= 1.50 in Lateral Capacity Z= - 82 r lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = :131= Ib ANSI /AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x -#of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) 7 ('~3300 ,. Ib /_ 9 'ft ) x ( 12 in / -1 ft ). 8 ' in o.c. ' JOB PRE-32026 'SHEET NO 23 , OF 44 CALCULATED BY DB DATE 1/27/2017,''- CHECKED /27/2017""CHECKED BY DATE Sliding Connections Roof Pitch = 7:12-" Wall Height= 9 ft. Roof member spacing = --16 in o c 3 Sec Gust Wind Speed = =-135_: mph Wind Exposure C' Load-from wind on Wall Wall Horizontal Pressure= ;19.96 psf Seepage 13 Wind Load = Wall,Press x(Wall, Height/2) Wind Load = 89.83 plf Load required to be transferred to sidewall diaphragm chord ," ."-,s s✓%`, 02/06/17 Load to in sidewall diaphragm chord = 2319 Ib See pa Length of Unit= 60 ft. Load along,sidewall in diaphragm chord = sidewall diaphragm chord load/ length of unit = Load along sidewall in diaphragm chord 38.64, plf Req. Roof to Wall Load = Max(wind load,diaphragm chord load)x roof mem spacing= Req Roof to Wall Load = :_119.8 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G = 0'.42 = Thickness of Member ts = 1.50 in. Lateral Capacity of Nails Z= 82 lbs ANSI /AF&PA NDS Table 11 N Load Duration Factor CD = 1 61 ANSI /AF&PA NDS Table 2.3.2 Toe Nail Factor- ' Cts_ :0.83 ANSI /AF&PA NDS 11.5 4 2 - Allowable Lateral Capacity of Nails Z' _ 'Z CD Ctr, = 109 Ib ANSI /AF&PA NDS Table 10.3.1 Required Roof,to Wall Plate Connection Req'd ' Nail Nails Load Capacity Req'd 126 Ib, --109-- Ib cap 2 per framing member JOB- PRE-32026 = • SHEET NO 23A of 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sliding'Connections Assume Typical Connection made with 0.131"x 3:0" Nails in End-Grain. Specific Gravity of Member G = 042 Thickness of Member - ts = 1.50 in. 'Lateral Capacity Z= 82.0 Ibs ANSI /AF&PA NDS Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3 2 End-Grain Nail Factor Cts = 0.67 ANSI /AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ceg = 87.9 ,Ib ANSI /AF&PA NDS Table 10.3.1 Top Plate to Studs & Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 120' Ib 88 Ib cap 2-- „ per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3.0" Nails Allowable Lateral Capacity of Nails Z' = ZCD = 82 Ib x 1.6 = 131 Ib Req'd Stud Req'd Load Spacing = Load 120 'Ib / 16 'in oc 90° plf Nail Req'd Req'd V Capacity / Load = Spacing02/06/17 -131-' Ib cap 90 plf 16 - in o.c. : JOB PRE-32026 • SHEET NO 23B OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE - Sliding Connections Truss Bottom Chord or Ceiling Joist to Endwall Top Plate Assume Typical Connection made with 0.131"x 3.0" Nails toed Allowable Lateral Capacity of Nails Z' = Z CD Ctn .',82-, Ib x 1.6. ,x 0"83, = -' ',1091, Ib Req'd Building Width Req'd Load Spacing = Load '-6285- lb / 27.5-Ift ,•,229-__plf „ Nail Req'd Req'd Capacity / Load = Spacing 109' Ib cap 229 ,:plf 5 in D.C. Ax •J i•s..';6' x• F02/06/17 - 1 - s JOB PRE-32026 = • SHEET NO. 24 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE - Sliding Connections (cont'd) Alternate Roof to Wall Plate Connection Connector: Simpson Strong-Tie,H10A ; Fastener: (9) 0.148"x 1 1/2" nails in truss and (9) 0.148"x 1 1/2" nails in.plate Allowable Load = 285 , Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 90-- plf 38',,'-'in 32in. 3x , i d,-� 02/06/17 JOB PRE-32026 Y SHEET NO 25 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE - Sliding Connections (cont'd) 7 ' lJr ; els ' 'r�i.,'} • Design 2nd Story to 1st Story Connection Assume Typical Connection made with 0.131"x 3"toenails. 02/06/17 Specific Gravity of Member G = 0:42 Thickness of Member , is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear :. Z= 82 _ Ib ANSI%AF&PA NDS Table 11 N ' Load Duration Factor CD= -1.6 : ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctr,= 0.83 ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear -Z' `= Z CD Ctn _ '1109"," Ib ANSI/AF&PA NDS Table 10.3.1 2nd Story to'1st Story Connection - line-1 & line-2 v=Vfloor1 = 257-- Of Ref. Sheet • 14-& 115--- Connection: 0.1317x 3".toenails., - @ _ ,5 - " o.c. 2nd Story to 1st Story Connection -line_A& line_B v=Vfloor1 = 86, , plf Ref Sheet' 14-&-15 - Connection. '0.131"x 3"toenails. @ ;,_6 _" o.c. JOB -PRE-32026 - SHEET NO 25A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sliding Connections (cont'd) Design 1 st Story Module to Sill Plate Connection s Assume-Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member `',i gp - w=s:4 02/06/17 G = 0.42 >' Thickness of Member is = 1 50 in. Nominal Lateral Capacity of Nails in Single Shear - Z= �82, "-lb ANSI /AF&PA NDS Table 11 N Load Duration Factor " Co = _'1.6 ANSI /AF&PA NDS Table 2.3.2 ,Toe-Nail Factor Cts = 0 83' ANSI /AF&PA NDS 11.5 4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Ct„'= 109 Ib ANSI /AF&PA NDS Table 10.3.1 1st Story'to Sill Plate Connection- line-1, 2 &3 v =Vfloor2 =-'--.,677 plf Ref. Sheet _-___14_&_15_ Connection: 0;131"x3"toenails. @ _-_,NG, _ " o.c. 1st Story to Sill Plate Connection - line_A& line_B v=Vfloor2 = 133 plf Ref. Sheet 14 & 15; Connection: 0.131"x-3"toenails. @ -6 " o-c. USE'ALTERNATE CONNECTION ON PAGE 26,17OR'LINE1,& LINE 2- " ;f; JOB PRE-32026 SHEET NO. -26 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sliding Connections Cont'd ' 1, ' .. _ .., •- ' 02/06/17 Design Alternate 2nd Story to 1 st Story Connection 2nd Story to 1st Story Connection -line-1& line-2 v=Vfloor1 = 257 plf Connector.• Simpson-Strong-Tie LTP4 Fastener: (12) 0.131 in x 1 1/2in nails Allowable Load 575 Ib Req'd Sliding Req'd Load Spacing -257 , Of - 26 in. 2nd Story to 1st Story Connection -line_A& line_B v=Vfloor1 = _86 . Of Connector:"Simpson Strong-Tie LTP4' , Fastener: -(12),0 131inx-I 1%2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing '86- Of 48 ;in.- Design Alternate 1st Storyfo Sill Plate Connection 1st Story to Sill Plate Connection- line-1, 2 &3 v=Vfloor2=• '=677 ;Of Connector: Simpson Strong-Tie LTP4 or A35 Fastener: (12) 0.131 in x 1 1/2in nails Allowable Load = . 575 Ib Req'd Sliding Req'd Load Spacing n 677, Of 10- '''in. 1st Story to Sill Plate Connection- line_A& line—B v=Vfloor2= -1'33- plf Connector. ,Simpson Strong-Tie LTP4 Fastener: (12) 0.131 in x 1 1/2iri nails Allowable Load = 575 ' Ib Req'd-Sliding Req'd Load Spacing '133_ plf -48 in. JOB -PRE-32026 SHEET NO 27 OF 44 CALCULATED BY __DB , DATE 1/27/2017 CHECKED BY DATE Anchor,Bolt,Spacing'OK Sliding Connections (cont'd) Sill Plate to Foundation Connection - line-1 &2 Connection: 1/2 , "dia. Anchor Bolts @ 24 " o.c. Design Sill Plate to Foundation Connection Assume 1/2` " dia. Anchor Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is= 1.50 -in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI /AF&PA NDS Table 11 E Z11= 680 Ib Load Duration Factor _ •ANSI /AF&PA NDS Table 2.3.2 CD = 1.6 ,Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI /AF&PA NDS Table 10 3.1 Z' = ZI/ CD= 1088 Ib ` 02/06/17 Vfloor2 = 542 plf Ref. Sheet 14 & 15 Load at anchor bolt= Vflo6r2 x Anchor Bolt Spacing Load at anchor bolt= 542 plf x 24 "o.c = 1083 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 1083 Ib / 1086 Ib Check Compression Perpendicular to the Grain 1/8,i6,thick,minl washer required , Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable Uniform Uplift Load = Max of 0 _'plf See page 4 and, _ -: plf See page 18A Uniform Uplift Load = 0, plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = ' 0---- plf x _24_ " o.c. Concentrated Uplift Load = l 0=' Ib Allowable Compression Stress Perpendicular to the Grain F,L = 565 psi ANSI /AF&PA NDS Table 4B Try, 2 " square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Ti/4) (0.5 + 1/16)^2) = 3,3/4 in Allowable Compression Load Perpendicular to the Grain P.l. = F.l Aasher= 565 psi x ---3.751- in = -.2120, Ib CSI Uplift=> CSI = Load at anchor bolt/ Pcperp = 0 Ib / 2120 Ib = -0.00 Total CSI =CSI shear+ CSI uplift= -1.00 + 0.,.00_,= T.00- OK JOB PRE-32026 , SHEET NO 27A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Anchor_Bolt'Spacing'OK,_ Sliding'Connections (cont'd) Sill Plate to Foundation Connection -line. 3 Connection: 1/2 dia. Anchor Bolts @ 12 "o.c: Design SIII Plate to Foundation Connection Assume 1/2 " dia Anchor Bolts Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends.' Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is = 1.50 -in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain' ANSI /AF&PA NDS Table 11E Z11= 680 Ib Load Duration Factor r . m ANSI/AF&PA NDS Table 2.3.2 CD = 1:6 y, Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI /AF&PA NDS Table 10 3 1 Z' = Z11 CD= 1088' Ib Vfloor2= 677- Of Ref. Sheet - ,14 &-15- . 02/06/17 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load-at anchor bolt= . ;; 677 plf x - - 12 " o.c. = 677 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 677 - Ib / 1088 Ib = Q.62 - Check Compression Perpendicular to the Grain 1/8iri thick min.'washer,required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load =Ma_x of :` 0= `plf See page 4 and plf See page 18A Uniform Uplift Load = ' 0,_, plf Concentrated Uplift Load = Uniform Uplift Load xAnchor Bolt Spacing- Concentrated Uplift Load = ; 0 plf x 12 _- " o.c. Concentrated Uplift Load = 0 Ib Allowable Compression Stress Perpendicular to the Grain FL _ '565 psi ANSI /AF&PA NDS Table 4B Try - 2 "square-washer w/ = 4/2 "Anchor Bolt (Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Ti/4) (0.5 + 1/16)^2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain P.-L = F.l Awasher= 565- psi x 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/ Pcperp = 0, " Ib / 2120 .lb = 0.00 , Total CSI = CSI shear+ CSI uplift= 0.62--,+ 0.00--= 0.62 - OK JOB PRE-32026 SHEET NO 276 OF 44.' CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Anchor Bolt Spacing'OK Sliding Connections (cont-d) Sill Plate to Foundation Connection - line—A Connection. 1/2,, dia. Anchor Bolts @ 60 " o.c. Design Sill Plate to Foundation Connection Assume 1/2.-- " dia. Anchor,Bolts. Anchor Bolts shall be provided within 12" of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt In Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 Ib "£ Load Duration Factor S:?` ANSI/AF&PA NDS Table 2 3 2 CD = 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain i= ANSI /AF&PA NDS Table 10.3 1 Z' = Z// CD= 1088 Ib 02/06/17 Vfloor2 = -A 33plf Ref. Sheet' _14 & 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load-at anchor bolt= 133 'pif x �60 "o.c = 664 ;Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 664, Ib / 1088 Ib = 0.61 Check Compression Perpendicular to the Grain -1/81n- thick min.washer required, Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable Uniform Uplift Load = Max of =145 ' pif Seepage 4 and ' - 1.18 plf See page 18A Uniform Uplift Load = -- 145 pif Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load_= _145 _plf x 60,---,"o.c. Concentrated Uplift Load = 1,723= Ib Allowable Compression Stress Perpendicular to the Grain , Fc-L _ 565_ psi _ ANSI /AF&PA NDS Table 4B Try - 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16" oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5 + 1/16)^2) _ -3 3/4. in Allowable Compression Load Perpendicular to the Grain Pc-L = Fc-L Awasher= 565 psi X 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 723 Ib /' 2120 Ib Total CSI = CSI shear+ CSI uplift= 0.61 + 0.34 = 0.95 OK JOB PRE-32026 Y SHEET NO 27C OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Anchor Bolfspacing OK Sliding Connections (cont'd)- SIII Plate to Foundation Connection -line_B Connection: -1/2� "dia. Anchor Bolts @ 60 " o c. Design Sill Plate to Foundation Connection - Assume '1 1 12 "dia.Anchor Bolts: Anchor Bolts shall be provided within 12"of the ends. of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= '0.55 Thickness of SIII Plate is= '.'1.50 in Nominal Lateral Capacity for Bolt In Single Shear Parallel to the Grain ANSI /AF&PA NDS Table 11E Z11= 680 Ib w•• N m tf= Load Duration Factor ANSI %AF&PA NDS Table 2.3.2 CD = 1.6 'Allovitable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z;1 CD = 1088 Ib :x ry� ` '• 02/06/17 Vfloor2 = _133 plf Ref Sheet 14-& 15 - ; „ Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt= 133: plf x __:60 , "o.c. = 664 lb CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 664 Ib / 10,88 lb = --0.61- Check _0.61-Check Compression Perpendicular to the Grain 1/8in-thick min.-washer required ; Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable Uniform Uplift Load = Max of ';145 = plf See page 4 and 147 plf See page 18A Uniform Uplift Load = ==147 _ plf - Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = ; 147 plf x -'-'-'60- ." o c. Concentrated Uplift Load = 733,,,lb , Allowable Compression Stress Perpendicular to the Grain FcL = 565 psi ANSI/AF&PA NDS Table 4B Try •2 "square washer w/. 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5 + 1/16)"2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain PL-L = Fc-L Awasher= 565 psi x -3.751 int = 2120- Fb ,CSI Uplift=> CSI = Load at anchor bolt I�Pcperp = 733, lb / 2120 Ib = '0 35 i• Total CSI = CSI shear+ CSI uplift= 0.61 _ + ;0.35 = 0.96- -OK JOB PRE-32026 SHEET NO 28 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sheathinq Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = `135' mph See pages 13D thru 13F for pressure calcs. >� .. �__'`;�;� 02/06/17 Wind Importance Factor= 1.00 Wind Exposure= -C , -- r C&C Pressures Adjusted Interior Suction Pressure = -24-.8.1- psf Zone 1 Adjusted Perimeter Suction Pressure= 25.6 psf Zone 2 Adjusted Overhang Suction Pressure= 40.8 psf Zone 2 OH Adjusted Overhang Suction Pressure= 40.8 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = ,,LL 27.5 ,ft. Z= 10% Minimum Building Dimension = ,2:75-- ft. But not less than 3 ft. Roof Framing Spacing = 16'- in. D.C. - Roof Unit Suction Load from Wind Flaming i Spacing in . ft. o.C.' Interior Zone= 25 psf x 1-.33 '-ft. = '33 plf Perimeter Edge Zone=, _ 26- psf, x 1.33 ;"ft. = 34 , - plf Overhang Zone= 41,_ psf x -1:33 ft. = 54 - plf JOB PRE-32026 SHEET NO 29 OF 44 CALCULATED BY DB DATE " 1/27/2017, CHECKED BY DATE, Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection_to Resist Suction Loads Roof Sheathing: 7/16" OSB (Unblocked) Fastening- 0.113"x2" nails at 6 " D.C. panel edge fastening and 12 "o.c: field fastening Specific Gravity of Roof Framing G = 0.42- Diameter of Nails D = 0.1-13 ' in. Length of Nails L = 2 00 -' in, Thickness of-Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W= 18 --Ib/in. Load Duration Factor ANSI /-AF&PA NDS 2.3.2 CD= 1.6 " Allowable Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W'' =W CD -2 - Ib/in. Length of Nail Penetration Lp = L-t= 1.563 in.' Withdrawal Capacity per Nail W LP = 45---_ Ib Required Suction,Load Capacity Interior Zone= 33 plf Ref. Sheet _ -28 , Perimeter Edge Zone= 34 plf Ref. Sheet 28, Overhang Zone = `54' Of Ref. Sheet 28' Required Fastening Interior Zone= 12 " D.C. Perimeter Edge Zone= 6 = " o.c .y 6 D.C. Overhang Zone= _ '-" ;a > ; . ' 5 s . > .✓;r > r E`{ ,.rte >•j>r y•�•g; .,3 'id= r 02/06/17 1 JOB PRE=32026 SHEET NO 30 of 44< CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 7123 Ib B = 27.5 ft. vroof=- 130 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/16" OSB (Unblocked) Fastening: 0.113''x2" nails at 6 " o.c. panel edge nailing and 12 "o c field nailing Tabulated Value = 161 --plf vs = 1.4',.-- (Tab Value) See Supplement Table 2C Footnote 1 -225.4 plf > 130 plf OK �a 02/0, JOB PRE-32026 SHEET NO., 31 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sheathing Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 12337_ lb B = 27.5; ft. vfloor='-`_-224 plf Shear Capacity for Diaphragm Assembly' Framing Species Specific Gravity G Floor Sheathing: 5/8in OSB (Unblocked) Fastening 0.113"x2" nails at - 6 " o.c. panel edge fastening and -12 "o.c. field fastening Tabulated Value= 170.2 'plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 _ ",238'3 Of > 224: plf OK 02/06/17 JOB PRE-32026 SHEET NO 32 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Sheathing Connections Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads - 3 Sec Gust Wind Speed = 135, mph See pages,13D thru 13F for pressure calcs. `'` ;.;}•,x., ;~;f w. 02/06/17 Wind Importance Factor - - p - Wind Exposure=- C, Adjusted Interior Suction Pressure (Zone 4) = 24:8 psf Adjusted Perimeter Suction Pressure(Zone 5)= 30 5 psf Perimeter Edge Zone Width Minimum Building Dimension = _27.5 ft. Z= 10% Minimum'Building Dimension = 2.75 ''ft But not less than 3 ft. Wall Framing Spacing = 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. O.C. Interior Zone= 25 psf x 1-.33 '-'ft oc. _ - 33' 'plf Edge Zone= 30-_= psf x X1.33 _ft oc. _ =-_41 plf JOB PRE-32026 SHEET NO 33 OF 44 CALCULATED BY - DB DATE 1/27/2017- CHECKED BY DATE Sheathing Connections(cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing 7/16" OSB Fastening: 0.113"x2" nails at 6 " o c panel edge nailing and 12 "o.c. field nailing -Specific Gravity of Wall Framing G = Diameter of Nails D= 0.113 in. Length of-Nails L= .- 2.00- in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W= 18 Ib/in. Load Duration Factor ANSI/AF&P_A NDS 2.3.2 _ CD= 1.6 Allowable Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11 2C W'=W CD= ' '- 29{ Ib/ in Length of Nail Penetration Lp = L-t= 1.563 -in. Withdrawal Capacity per Nail W' LP = 45",- Ib Required Suction Load Capacity Interior Zone = 33 ;plf Perimeter Edge Zone =:; ''41' plf Required Fastening', , Interior Zone= 12 "O.C. Perimeter Edge Zone= 6' "O.C. • - --- - 4x-,4},�;s - x�t iT*M1�r t: 02/06/17 JOB ' PRE-32026 SHEET NO 34 OF 44 - CALCULATED BY DB DATE 1/27/2017 CHECKED BY, DATE ' Roof is made with Trusses. No Rafters Connections Required + la /f ;< 02/06/17 • � 1 JOB PRE-32026 SHEET NO 35 of . ' 44 CALCULATED BY DB DATE 1/27/2017' CHECKED BY DATE Gable Overhang Per Manual 02/06/17 i JOB PRE-32026 SHEET NO 36 OF 44 ' CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE _ l , Truss Field Connections ' Reference attached truss print Required Field Joint Connections-Compression(Ib)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number: !'HM585825-,. Ridge Connection "6" 245 / 87 / 99 / 0 Use: 1 1/4"x 20 ga steel,strap w/(7) 0.131x2.5" nails each end & (2) 0.131"x3.0" nails toed Lateral Value 0.131"x3.0"toe-nailed = 82 x 1:15 Cd x .83 Ctn x 2 nails = 156 lbs _Flip Connection "5" 245 / 87 / 99 / 0 Use. 1 1/4"x 20 ga steel strap w/(7) 0 131x2.5" nails each end & (2) 0.1311"x3.0" nails toed Lateral Value,0 131"x3.0"toe-nailed = 82 x 1.15 Cd x 83 Ctn x 2 nails = 156 lbs Kneewall Connection "9" 818 / 573 / 424 / 0 Use: H8 &(2) 0.131"x3.0" nails toed 02/06/17 JOB PRE-32026 SHEET NO 36A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Truss Field-Connections Reference attached truss print Required Field Joint Connections- Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss-Number: -CC680239 Ridge Connection 7" 196 / 196 / 198 / 0 Use: 1 1/4"x 20-ga steel strap w/(7) 0.131x2 5" nails each end &(2) 0 131"x3.0" nails.toed Lateral Value 0.131"x3.0"toe-nailed ='82 x 1.15 Cd x .83-Ctn x 2 nails = 156 lbs Collar Tie Connection Use: Per Truss Print >, 02/06/17 Flip Connection "6&8" 435 / 185 / ' 198 / 0 Use: 1 1/4"x 20 ga steel strap w/(7) 0 131x2.5" nails each end & (2) 0 131"x3.0" nails toed Lateral Value 0 131"x3.0" toe-nailed = 82 x 1.15 Cd x .83 Ctn x 2 nails= 156 lbs Kneew_all Connection "15&17" 296 / 453 / 0 / 0 - Use: H8 or LTS12 Mateline Connection "16" 389 / 855 / 0 / 0 Use, Sheathing Lap w/(10) 0.131"x2.5" nails each side Shear Value 0.131"x2.5" nails = 60 x 1.15 Cd x 10 nails =690 lbs X06' PRE-32026 _ SHEET NO 37 �' OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required '02/06/17 JOB PRE-32026 SHEET NO 38 OF 44 CALCULATED'BY , DB 'DATE 1/27/2017 CHECKED BY DATE_ Design Summary' Location Force , 'Connection Fasteners Required Reference` Roof Truss to 2nd Story Wall Simpson Strong-Tie MTS18 (6)0 1481nx1.5in nails each Stud Connection 299 plf" end Sheet 5 @16inoc 02/06/17 6/17 0 Note: 8d nails =0.131"x2.5", 10d nails =0.148"x 3"& 16d nails =,0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse,than C. JOB PRE- 32026 - SHEET NO 38A OF . 44 CALCULATED BY - DB DATE 1/27/2017 CHECKED BY DATE Design Summary Location, Connection Wall Force- Spacing Reference 1 7/16"OSB/PLY overlap line_A 299 plf ` 6 in o.c: , 2 rows of 0.1.13"x2 0"Nails 2nd Story Wall line_B 299 plf 6 in o.c. Stud to 2nd Story Floor Band 6 Connection 7/16'.'OSB/PLY overlap line-1. - '137 plf 6 in o.c. 2 rows of 0.113"x2.0"Nails line-2 185 plf '6 in o.c.• 7/16"OSB/PLY overlap line—A 222 plf 6 in o c. 2 rows of 0.113"x2 0" Nails L) 2nd Story'Floor line 222 plf 6 in o.c C Band to•1st Story 6 _ Ceiling Band 0 Connection 7/16"OSB/PLY overlap line -1 137 plf '6 in o c. 2 rows of 0.113"x2.0"-Nails 7/16"OSB/PLY overlap line_A 222 plf 6 in o.c. 2 rows of 0 113"x2 0"Nails 1,st Story Ceiling _ line_B 222 plf' ' 6 in o C Band to 1st Story Wall Stud 6 , Connection 7/16"OSB/PLY,overlap hne_1 .137 plf 6 in o.c. 2 rows of 0 113"x2 0" Nails Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. " ;{x: 02/06/17 ; „ Boa PRE-32026, SHEET NO '386 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Summary Location Connection Wall ' Force Spacing Reference 7/16”OSB/PLY overlap floor hne_A 161 plf 6 in o.c. rim joist min. 3" 1st Story Wall Ime_B 226 plf 6 in o.c Stud to'Floor 0 1131n x 21n nails 6A N Band Connection line—1 0 plf 6 in o.c.- Use 2 rows of-fasteners along — bottom edge of panel line-2 0 plf 6 in D.C. C , O U 7/16"OSB/PLY overlap sill lineA 161 plf 6,in o.c. plate 15" - line_B - 226 plf 4 in o.c Floor Band to Sill 0 113m x 2in nails Sheet 7 Plate Connection Use 1 row of fasteners along line-1 0 plf 3 in o.c. bottom edge of panel line-2 0 plf 3 in D.C. Note: 8d nails=04317x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x_3.25" unless otherwise noted An equal or better connection device may be substituted for any connection'deviceLlisted. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 02/06/17 y JOB,-- PRE-32026- ; SHEET NO 38C OF . 44 CALCULATED BY DB DATE 1/2712017 CHECKED BY DATE Design Summary; Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie LSTA12 (10) 0 148FFx2.5"nails Stud Connection 286 plf (5 each'end of strap) Sheet 11 @32 ino.c. cc LR N )1 17.\,e,(t a ,3 ✓'A`��..=� 1 0 D 11 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails= 0.131"x3.25"-unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. _ JOB, PRE-32026 , -SHEET NO 38D OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Summary Location Force Connection "Fasteners Required Reference `2nd Story Wall Stud to 2nd 227 plf Simpson Strong-Tie LSTA12 (10) 0 148=2 51n nails 11A Story Floor Band Connection (5 each end of strap) 32 in o.c. 2nd Story Floor Band to 1 st Simp g son Stron Tie LSTA15 N Story Ceding Band Connection 454 plf (12)0.148inx2 Sin nails 11A (One Side Only) 16 in o.c. (6 each end of strap) M 4-1 - - L _ O 1st Story Ceiling Band to 1st 227 If Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 116 Story Wall Stud Connection p (5 each end of strap) 32inoc , . 1st Story Wall Stud to Floor, 227If Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails 11B Girder Connection p (5 each end,of strap) - @ 32 in o.c. Floor Girder to Foundation 1- If Fasten on-site for listed 11 B Connection p load- An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32026 SHEET NO 39 of 44 CALCULATED BY DB DATE- 1/27/2017 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel' Interior Panel Reference 2nd Story Wall-line—1 7/16"OSB w/0:113"x2"nails,rr _ 137 plf 6"o.c.panel edge&12"-o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line'2 7/16"OSB w/0.113"x2"nails @ - 155 plf, 6"o.c.panel'edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line A 7/16"OSB w/0.113"x2"nails @ 77 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line_B 7/16"OSB w/0.113"x2"nails @ 118 pif 6"o.c.panel edge& 12"o.e.field Sheet 18 >, Perforated nailing(exterior) Z E N • 7/16"OSB w/0.131"x2 5"nails 1st Story Wall-line-1 598 if @ 2"o.c.,panel edge&12"o.c. 18A p field nailing(exterior)-dbl studs Segmented @ shtg seams lA -7/16"OSB w/'0.131"x2.5"nails 1st Story Wall-1me_2 591 if @ 2"o.c.panel edge&12"o.c 18A p field nailing(exterior)-dbl studs Segmented @ shtg seams 1st Story Wall-line A 7/16"OSB w/0.113"x2"nails @ 118 plf 6"o.c.panel edge&12"o.c.field t` `i 'X 18A Perforated nailing(exterior) 1st Story Wall-line—B 7/16"OSB w/0.113"x2"nails @ 147 plf 6"o.c.panel edge&12"o.c.field -,•,': _, -'13A nailing(exterior) 6 Perforated 02/06/17 Note: 8d nails='O.131"x 2.5'; 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25 unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof ilevel must be same,size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. ' JOB PRE-32026 'SHEET NO 39A, OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design,Summary tcon'd) , Location Force Exterior Panel Interior Panel f Reference to 7/16"OSB w/0 113"x2 @ 2" 1st Story Wall-line_3 532 if " o.c.panel edge&12"o c.field 18B P nailing(exterior)-dbl studs @ d Segmented shtg seams 02/06/17 Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"'8 1,6d nails =0.131"x 3.25" unless otherwise-noted An equal or better connection device maybe substituted for any connection device-listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below.- JOB '. PRE-32026 SHEET NO "40 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Summary'(con'd) Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at 8 in D.C. Location Force Connection , Fasteners Required Reference 2nd Story Module to 1st Story Module-line_1 a (1)Simpson Strong-Tie CS16 201 Ib strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story Module-line-2 (1)Simpson Strong-Tie CS16 _ 583•Ib (22) 10d nails ea strap Sheef,21 strap • 2nd Story Module to 1 st Story line_A Dead Load of Structure is - OK Sufficient to Resist 0 Sheet 21 Overturning Load C - O 2nd Story Module to 1st Story v Module-Ime_B Dead Load of Structure is _ OK Sufficient to Resist 0 Sheet 21 _ Overturning Load . O 1st Story Module to Foundation-line-1 Simpson Strong-Tie 1/2 in min concrete cover,and .i 5330 Ib STWD14RJ (30) 16d sinkers, locate 1.5in 21A L from corner _ O 1st Story Module to Foundation line-2 Simpson Strong-Tie 1/2 in min concrete cover and 5271 Ib STHD14RJ (30) 16d sinkers, locate 1.51n :, 21A 1st Story Module to �•- Foundation-line A Dead Load of Structure is ,_ . -' = �-"N ` rtt; OK Sufficient to Resist :;. 0, iE 21A Overturning Load ` 4 f 1st Story Module to Foundation-line_B Dead Load of Structure is �'>' a>,. ';`y " � p` ` 02/06/17 OK Sufficient to Resist '21A Overturning Load Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32026 `- SHEET NO 4OA OF 44' - CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design`Summary(con'd) Note. Corner Studs & Built'up Column Studs to be fastened together w/2 rows staggered of 0.131"0" Nails at 8__ 'in o.c. Location Force Connection Fasteners'Required Reference 1 O C ' O - , O z U 1st Story Module to Foundation-line l 3 1/2 in min.concrete coverand � — Simpson Strong-Tie i- 5123 Ib STHD14RJ (30),16d sinkers, locate 1 5in 21B from corner Note: 8d nails =0.139"x 2.5", 10d nails =0.948"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be-used in Seismic Zones worse than C.' JOB PRE-32026 SHEET NO 41 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Summary(con'd) An equal or better connection'device may be substituted for.any connection device listed. ,Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Referenced 0 131"x 3"toenails Roof to Wall Plate Connection 120'Ib 2 23 0 131"x3 0"Nails in End- Top Plate to Studs&Bottom120 Ib Grain. NA 23A Plate to Studs ` 2 per stud 0 131"x 3 0"Nails Bottom Plate to Floor 90 plf NA 23A 16inoc., 0 02/06/17 c 0 131"x 3"toenails 2nd Story to 1 st Story 257 plf @ 5 in OC N/A 25 Connection-line 1 &line 2 0 131"x 3"toenails 2nd Story to 1st Story 86 plf @ 6 in OC N/A 25 Connection-line A&line B - Simpson Strong-Tie LTP4 or 1st Story to Sill Plate 677 plf A35 (12)0 131 in x 1 1/2m nails 26 Connection-line-1,2&3 @10 in OC 0 131"x 3"toenails 1st'Story to Sill Plate 133 plf @ 6 in OC N/A 25A Connection-line—A&line—B Note: 8d nails =0.139"z 2.5'; 10d nails =0.948"x 3"& 16d nails=0.931" x 3.25" unless otherwise noted a JOB PRE-32026 . SHEET NO. 42 OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Summary (con'd) Location Force Connection Fasteners Required Reference • Truss Bottom Chord or Ceiling 229If 0 131"x 3.0"Nails to 23B -Joist to Endwall Top Plate p @5inOC LA O 02/06/17 0 - N 2nd Floor Endwall Mateline- Top Plate to Top Plate/ 3142 Ib 2 Simpson LSTA30 Straps (22)0 148in x 2.5in nails each NA Ceiling Rim to Ceiling Rim strap across Mateline 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3142 Ib 2 Simpson LSTA30 Straps strap NA Mateline - - 1st Floor Endwall Mateline- Top Plate to Top Plate/ 4359 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Ceding Rim to Ceiling Rim strap across Mateline 1st Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across , 4359 Ib 3 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails =0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB - _. - ,' PRE-32026 SHEET NO. 43 OF -44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design ma`` c© � `s+{,st 02/06/17 - ' r Sheathing Connection Reference MAIN ROOF. 130 plf , 0.113"x2"nails at 6"o.c panel, edge nailing and 12"o.c.field Roof Sheathing - - 7/16" OSB (Unblocked) - nailing Sheet 29 _ OVERHANGS: Shear 6 in 6 c. edge &field +� 0 113"x2"nails at Wall Sheathing 41 plf 7/16 OSB .� 6"ox panel edge nailing and - Sheet 33 N Non Shear Wall v Suction' 12"o c.field nailing 224 plf 0.113"x2"nails at 6"o.c. panel Floor Sheathing 5/bin OSB'(Unblocked), edge fastening and 12"o c. Sheet 31 Shear - field fastening Location Connection Reference _ 1 1/4"x 20 ga steel strap w/(7) 0 131x2.5" nails each & (2) � Ridge Connection„6„ Sheet 36 0.131"x3.0” nails toed c , c , 0 V „ „ 1 1/4”x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) N , Flip Connection 5 0.131"x3.0" nails'toed Sheet 36 00 LO LOKneewall Connection"9" H8 & (2) 0.131"x3.0" nails toed T Sheet 36 Location Force Connection Fasteners Required Reference 542 plf sliding 2"square washer w/1/2"Anchor @ 24 in OC Sill Plate to Foundation - and Bolt(Assume 1/16"oversized hole) 27 = Connection-line-1 &2 0 0 plf uplift 1/8in thick min washer required v 677 plf sliding 2"square washer w/1/2"Anchor 0 Sill Plate to Foundation@ 12 in OC = and Bolt(Assume 1/16"oversized hole) 27A r- Connection-line_3 0 0 plf uplift 1/81n thick min.washer required 133plf sliding 2"square washer w/1/2"Anchor 0 Sill Plate to Foundation I ' Bolt(Assume 1/16"oversized hole) @ 60 in OC 27B Connection-line_A and C - 145 plf uplift 1/81n thick min.washer required 133 plf sliding 2"square washer w/1/2"Anchor ILL0Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 60 in OC 27C Connection-line_B 147 plf uplift 1/81n thick min washer required 8d nails =0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=-0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. - JOB -' y:,- PRE-32026 SHEET NO " 43A OF 44 CALCULATED BY DB DATE 1/27/2017 CHECKED BY DATE Design Summary(con'd) { Location { Connection Reference „ „ 1 1/4"x 20 ga steel,strap w/(7) 0.131x2.5" nails each end & (2) .0 'Ridge Connection 736A, 0131"x3.0" nails toed C Collar Tie Connection Per Truss Print 36A O V 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Flip Connection„6&8 36A 0.131"x3.0" nails toed00 O Kneewall Connection"15&17" H8 or LTS12 36A U i , U j Mateline Connection"16" Sheathing Lap w/(10)0 131"x2 5"nails each side 36A F- X i 11i - r ! 1 � tk k !•y�j 02/06/17 4 , i 8d nails=0.131"x 2.5", 10d nails=0.;148"x 3"& 16d nails =0.131"x 3.25"unless otherwise noted An equal or better connection devices maybe substituted,for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32026 SHEET NO 44 of 44 CALCULATED By, DB DATE 1/27/2017 CHECKED BY DATE Design Summary(con'd) �-'' 'r :�:� �g� 02/06/17 Location- Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 6285 Ib Sheet 19 Endwalls 2nd Floor- Double 2x6 Top Plate-With Stagger 2 rows of SSplices& @ 8 in oc P _ 0 131"x 3.0"Nails 1553 Ib Sheet 19 Sidewalls '1st Floor Double 2x6 Top Plate-No Splices N 12453_ .Ib Sheet 19 Endwalls Double 2x10 Perimeter Rad- ,� No Splices IE U 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of @8inoc Splices& 0 131"x 3 0"Nails 3103 Ib Sheet 19 M Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows'of C With Splices& 0 131"x 3 0"Nails @ 8 in oc Minimum.Lumber Grade and Species is SPF#3 Unless Noted Otherwise' L I Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic,Zones worse than C.