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HomeMy WebLinkAbout43151-Z �uF of c Town of Southold 6/28/2019 (11e� P.O.Box 1179 53095 Main Rd y�f Southold,New York 11971 Ol �a yd CERTIFICATE OF OCCUPANCY No: 40473 Date: 6/28/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 665 Moose Trail, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.4-47 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/9/2018 pursuant to which Building Permit No. 43151 dated 10/19/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING (MODULAR)WITH COVERED PORCH, WOOD STOOP AND ATTACHED GARAGE, AS APPLIED FOR The certificate is issued to Sirico,Matthew&Allison of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0065 04-15-2019 ELECTRICAL CERTIFICATE NO. 43151 06-20-2019 PLUMBERS CERTIFICATION DATED 04-30-2019 M c el J. Sirico Au o ' ed ignature guFwt� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy,"• 4! SOUTHOLD, NY ?rol .�a 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#: 43151 Date: 10/19/2018 Permission is hereby granted to: Sirico, Matthew 1220 Pine Tree Rd Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 665 Moose Trail, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-4-47 Pursuant to application dated 10/9/2018 and approved by the Building Inspector. To expire on 4/19/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,491.20 CO -NEW DWELLING $50.00 Total: $1,541.20 Building Inspector 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 �o Date. 10 11) 3 I ?S New Construction: c�,e Old or Pre-existing Building: (check one) Location of Property: (o(o 1; Y\-1 b 6's etc a', � �v.�C'-N 0 Q.� House No. Street Hamlet Owner or Owners of Property: ti e-uj ^L Suffolk County Tax Map No 1000, Section 1 b 3 C3 0 Block I-A V 0 Lot LA-1000 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 60 )C. Applicant ignature SO���®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ®��� roper.riche rticDtown.southoId.ny.us UW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Matthew Sirico Address: 665 moose Trail City: Cutchogue St: New York Zip: 11935 Building Permit#: 43151 Section 103 Block: 4 Lot: 47 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 6 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect 200. Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE" certificate includes, service, mud room, and garage only Notes: Inspector Signature: Date: June 20 2019 81-Cert Electrical Compliance Form.xls o��QTr SO(/T�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(63 t)765-9502 P.O. Box 1179 G, • Q Southold,New York 11971-0959 01�'r00 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:-d eto Building Permit No. �.-- Owner: Mt'-t 4f.w i.p i C.a - (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. .�....-ems. - (Pl ers Signature) Sworn to before me this LYNDSEY BARKER day of1q 20 NOTARY PUBLIC,STATE OF NEW YORK No. 01BA6156676 Qualified in Suffolk County Commission Expires November 27,20019. Notary Public, La o I AN County OF SOUIyo� / * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLERG. [ ] FOUNDATION 2ND , �/� [ ] INSULATION [ FRAMING /STRAPPING /� [ ] FINAL [ ] FIREPLACE & CHIMNEYob [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) [ ] CODE VIOLATION [ ] CAUL G REMARKS: 1 V1 "Amg SAYIWnck 044-1/ DATE I INSPECTOR pF SOUIyo�O * # TOWN OF SOUTHOLD BUILDING DEPT. `yComm, 765-1602 / INSPECTION �I [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ \] CODE VIOLATION [ ] CAULKING REMARKS: v � p�an Oc-a�� DATE l INSPECTOR Y� (a pf so TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: N z I Y ro) Ovy DATE , INSPECTOR u���f oFso� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAT,I//OnnN [ ] FRAMING /STRAPPING [ FINAL AID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING -- REMARKS: I �L Y DATE INSPECTOR OF SOUIhO� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1602 JNSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. 4 � 1 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Home Energy Rating Certificate Property HERS Haven Muncy_Island Holdings LLC_Sirico Rating Type: Confirmed Certified Energy Rater: Frederick G. Terry III .,.,p Sirico Rating Date: 2019-03-19 Rating Number: MUNCY_IH_01-2018 665 Moose Trail Registry ID: Pending Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 50 Efficient Home Comparison: 50% Better Percent Use MMBtu Heating 43.6 Cost Cost$740 33% General information Cooling 0 $0 0% Conditioned Area 2296 sq. ft. House Type Single-family detached Hot Water 11.3 $180 8% Conditioned Volume 19564 cubic ft. Foundation Unconditioned basement Lights/Appliances 20.2 $1089 48% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $252 11% Mechanical Systems Features Total 75.1 $2261 100% Heating: Fuel-fired air distribution, LP, 92.0 AFUE. Water Heating: Instant water heater, LP, 0.96 EF, 0.0 Gal. Criteria Duct Leakage to Outside 49.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 100 cfm, 14.9 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 Building Shell Features Ceiling Flat R-50.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.260 Above Grade Walls R-21.0 Infiltration Rate Htg: 974 Clg: 974 CFM50 Foundation Walls R-0.0 Method Blower door Eco Haven Building Systems 764 Dry Run Road Lights and Appliance Features Beech Creek, PA 16822 Interior Fluor Lighting (%) 0.0 Range/Oven Fuel LP Gas 570-660-1122 fterry3@eco-haven.com Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 685 Clothes Dryer CEF 2.62 Dishwasher(kWh/yr) 265 Ceiling Fan (cfm/Watt) 0.00y' Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 4'3151 NEMSCHICK SILVERMAN ARCHITECTS P.C. the business of ARCHITECTURE." November 28, 2018 Southold Town Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Sirico Residence 665 Moose Trail, ®� Z 9 vs Cutchogue, NY 11935 Tn' SCTM#103-04-47 z6 To whom it may concern, Nemschick Silverman Architects P.C. has inspected the above referenced project and finds reinforced concrete footings,foundations and waterproofing to be in full compliance with Local, State and Federal applicable building codes. Sincerely, NEMSCHICK SILVERMAN ARCHITECTS P.C. s Raymond Nemschick,AIA Principal �✓� No 02. 816 ©` IN�w� 160 WAIN STREET• SUITE 200 • SAYVILLE, NEW YORK 11782 • 631 563 2130 telephone • 631 563 2139 facsimile • www.ns-arch.com I i �i 4 t: AM, r d 4•^" � s t ►4 .1�5 a z H CD 0 uj CD >11 fD Q � y oy , � o U� 0 d i 0 ° ° a 0 0 o 0 ��1,01 �"''� .fi FOUNDATION FOUNDATION (2ND) PLUMBING INSULATION . . ENERGY . ,N. - Y�IGI ; MAU 1, , 1750h CRANIA, WOW- AM ADDITIONAL y RM ■ill�/ �� : .. . - n W°MMWI' �CU • 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) 765-9502161 Survey Southoldtownny.gov PERMIT NO. k Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 444tH . M o►'t,�%el,S S 1 fi 1 C,U Disapproved a/c Phone: (_ 61%1 e !33H31-1 1 Expiration Bui ing nspector ®Cj m g 2018 Y~ APPLICATION FOR BUILDING PERMIT -Rx ,1,-i-N. C1,DFt � lV\a ©`� y Date , 20�� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of apaTicant or name,if a corporation) Baa P,,�e �tw U C4/-,-I V ytt 93f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises fl., (f-4", D' r-rcp (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of of land on whicKos oposed work will be done: � I House Number Street Hamlet 1 County Tax Map No. 1000 Section (C,3 C� �' Block CI0 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 &'C ,nom CL V\,) b. Intended use and occupancy n ��'1 \ W e1 I 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories X Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 0 Rear ti O Depth -1 Height '` 3 ` Number of Stories a. Vis` 9. Size of lot:Front l `� `J e `{ Rear \'-k 1A` b Depth 'Z 6 10.Date of Purchase .71 Name of Former Owner F Vx jQ E h�� �,n C 11.Zone or use district in which premises are situated Lk 12. Does proposed construction violate any zoning law, ordinance or regulation?YES__NO X 13. Will lot be re-graded?YES NO-)(—Will excess fill be removed from premises?YES NO 14.Names of Owner of premises S i Oi wAddress kL1" A��\rye`FL-1 Phone No. Name of Architect Address lbo W.IAC-r Sa hone No (.at- S'163` 113 Name of Contractor 1!5t0 co Address naQ c we\f -e..phone No. 6 1^ "I`k 03 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 'Y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS_ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSU�FoIk ) Y-Y1 , ',',e_` S t r� c—c) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the b V\.A r-0'c,A-y V` (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t 's r day of �w 20 GATZ-SCHWAM-00 otary Public NOTARY PUBLIC,STATE OF NEW Signature f Applicant Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,201:2— Scott A. Russell /r STORIM[WAT]E]E, SUPERVISORJ ( �T � z ��/1[A\I�A\Gr]EI��/1[]E1�7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 41- Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OCT-1 -0 -20-19 --_ DOES ')<'IHLIIS PROJECT ECT IlNVO LV1E ANY OF THE FOLLOWING: OWIING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ O B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑g 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. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. (:E1 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! Cha ter 236 does not apply to your project. If you answcre ES to one or more of the above, please sub t Two copies of a� tormwater Management Control Plan and a completell'�ListFrm to the Building Department g Permit Application. APPLICANT (Property Own esign Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date Distncl �® AA A NAME �a l'1�. L �I()Z) Lip o 1-100 V c wrr�u Section Block Lot POR BUILDING DUARTNIENT USE ONLY Contact information L tp 1 [J Telephone Nmnhcn C Reviewed By: — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — br0 C �e)c)5 e, — mc,, Approv for processing Building Permit J Sto water Management Control Plan Not Required Stormwater Management Control Plan iJ Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 r APPLICANT S.C.T.M.#: 1000 sem¢ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) - - ra,r, aQ � 10300 W 0 0 LA-1000 �� Stormwater Management Control Plan CHECK LIST NAME c�.`�' �vJ r 5 Section Block Lot 2 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pkax Pr,nr ,-(.I 1- $3�_ ate. © The applicant must provide a Complete Explanation and/or Reason for not providing 4ynaliiic TJeplonc Nun,6er I O (�� \ 1 all Information that has been Required by the following Checklisti I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here] show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries LYJ0= b. Total Site Acreage. 000 c Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. FR05;10bj R, h. Spot Grades & Finish Floor Elevations for all existing& Shall O� - OF proposed structures. but Aet be linTORN 1. Location of proposed Swimming Pool and discharge ring. A well maintained Construction Entrance, j. Location of proposed Soil Stockpile Area(s). 0Wire Backed Silt Fencing, btdbilizallon k. Location of proposed Construction Entrance/Staging Area(s). Seedinor inactive soils. 1. Location of proposed concrete washout area(s). 0� M. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing DRAINAGE 1 S that the stormwater improvements are sized to capture,store,and infiltrate Al on-site the run-off from all impervious surfaces generated by a two(21 inch Contact TO;Engineering at 7fiS-1 SEE?h0fnre - rainfall/storm event 3 Details&Sectional Drawings for Stormwater practices are required for approval. that the-drainage has been installed to Code. Items requiring details shall include but not be limited to a. Erosion & Sediment Controls. I00 b. Construction Entrance &Site Access. 00 c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) �0 d. Leach ing Structures (e. . infiltration basins,swales,etc) �'•' I OR ENGFIIEEIiING PARTMENTJJSE ONLY1 0 Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — - - — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date- ® I I SMCP has been approved by the Engineering Department. FORM * SWCP leek List -TOS MAY 2014 � 3 BUILDING-DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD IRCROME Town Hall Annex- 54375 Main Road - PO O1D Southold, New York 11971-0959 D Telephone (631) 765-1802 - FAX (631) 7 - 02p EC - 3 2018 roger.richertna town.southold.ny.us_ BUILDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION _ TOWN OFso[rMOLD :QUESTED BY: -Date: 14,213Z- -/9 - )mpany Name: CoU V17 f G '_t nseNo.: /o��1'h� email: j r-uc-� Ca1pA►at`dC_or►2 ldress: o25�d 61VA §�- S6u--1461d ivy 1t77I ione'No.: (1% l 76 7' 8,�'3 )B SITE INFORMATION: (All Information Required) erne: /W 19 -7 lam'�,c/ !Z l CO _ (dress: rr�-) L �--L d c� -oss Street: -e. gone No.: dg.Permit#: _ q3 16-1 email: 3x Map District: 1000 Section: Block: Lot: FIEF DESCRIPTION OF W?RK (Please Print Cleary) e� O�U l i42 ��d i'�� (•LJ DO I4 m U Yt — 6^0 U r'1. ircle All That Apply: job ready for inspection?: YES / NO Rough In Final o you need a Temp Certificate?: (YES) NO Issued On amp Information: (All information required). arvice Size1 Ph 3 Ph Size: ®V A #Meters f Old Meter# ew Service- Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun - Overhead Underground Laterals(l) 2 H Frame Pole Work done on Service? Y CN dditional Information: PAYMENT DUE WITH APPLICATION 2an Request for Inspection 'Vf s�FFOt/C Town Hall Annex ��a� O�y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Z Southold, NY 11971-0959 oy�a ao�� 1J*C � -- - _ BU11..D1dLG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS-T:YPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANWOk"TIMBER CONSTRUCTION Date:' D / C> Owner: \M —�-+\0ev0 ads , l rte►, C N�o u Location ot,property: 5 h Please take notice that the(check applicable-•line): ". 'New commercigl;be°;t-dsidL-ntlal"�stri cture ' a _ ' ;r-Addition to, 't Comm rda or residential s0ud dre -- L u i�ahabilitatiAn� :an existing;commercial or resideifi�l-structure':: .... ..` to beyconstrud itd�*,performed at the subject property reference above vwif[ i Iti e (check applicable.line}: Truss-ty(6,666struction (TT) Pre-engiixecei`t d•vt 644-corasiXruction(PVV).. . : Timber construdttotl.,(f'C-:',: , • r in the following location(s) (check applicable fine): Floor framing, including girders and beams (F) ' Roof framing (R) Floor and roof;framing.(FR) Signature: Ljj-e5� Name (person submitting this form): �M c.e,l ��r cip - -- Capacity(check applicable line): Owner Owner representative Effective 1/1/2015 TrussRegl5.docx � Pontino, Susan From: Matt Sirico <mattsirico@cwdistributing.com> Sent: Thursday,June 27, 2019 12:59 PM To: Pontino, Susan Subject: Fwd: Permit 43151 - SIRICO- 665 MOOSE TRAIL Please see attached. Matt Sirico CW Distributing Inc P 888-609-2212 x3 M 631-834-8172 www.cwdistributing.co www.sevenfifty.com/cwdistributing This email and any files transmitted with it are confidential and intended solely for the individual or entity to whom they are addressed. If you have received this email in error destroy it immediately. Begin forwarded message: From: Matthew Sirico <mattsirico@cwdistributing com> Date: June 20, 2019 at 4:24:05 PM EDT To: johnina,southoldtownU.gov Subject: Permit 43151 -SIRICO- 665 MOOSE TRAIL John, Please see the attached photos of the required changes..... Roger also came today and should have dropped his certification in our folder. Thanks again. Please let me know when I can come get my CO!!! Matt Sirico CW Distributing Inc P 888-609-2212 x3 M 631-834-8172 www.cwdistributing.com www.sevenfifty.com/cwdistributing This email and any files transmitted with it are confidential and intended solely for the individual or entity to whom they are addressed.If you have received this email in error destroy it immediately. 1 e SURVEY OF PROPERTY ��� E CO HDd TH:xt p!�11,r'` I OFFICE OF VffiSIR ;`h,h LR"�`-�=r � PROPOSED SEP77C SYSTEM A T CUTCHRS UE C6 lu "MAP OF LOT LITTLE NECKAREEPROPERR77ES" — (4 BEDROOMS) TOWN OF ,S'O UTHOLD FILED IN THE SUFFOLK COUNTY CLERK'S [1] 1000 GALLON PRECAST ,SUFFOLK COUNTY, �V. .� . OMCE ON NOV. 30, 1973 AS FILE NO. 6048. SEP71C TANK 1000-103-04-47 [1] 8 FT. DIA.x 12 FT., DEEP PRECAST SCALE:' V--30' CONCRETE LEACHING POOL NOV: 5, 2015 WITH 3' SAND COLLAR, 3' MIN. JAN. 26,2016 (REVISION) ABOVE GROUND WATER DECEMBER 9, 2016 (CERT7FICA77ONS) RAIN RUNOFF CALCULA77ONS.- DECEMBER 15, 2016 (CORNERS) HOUSE & GARAGE : 2,211 Sq. Ft. JANUARY 04, 2016 (REVISIONS) 2,211 x 1 X 0.17=329.8 sq.ft. JANUARY 31, 2018 (CER77FICA77ONS) LOT ©C WATER) PROVIDE4(2) D.W.s 8' DIA X 5' DEEP AUGUST 28, 2018 (PROPOSED BLDG.) DELL O (puBL1 25.3 S� DRIVEWAY (PERVIOUS) PV14 144,4,6' 1 oMF 1,230 sq.ft. X p, ® 1,230 x 0.8 x 0.17 = 168 cu. ft. AII m 168/42.2 = 3.96 VF —X LHP C®m POL o p PROVIDE (1) D.W. 8' DIA X 4' DEEP N16.�cj'13'E fix\ 5.1'W. T k� ! �► �I` O r �+ Z 1X LOT @) �\ y a t5 ik 1x 4 1-z C G `q SUFFOLK COUmTV DEPART ME,11T•OF Hr.ALTH.SEEM( PERMIT For,APRIR01lAL OF CONSTRUCTION Fop.A SINGLE-'FAMILY REei:,)E_kjCr OgLy I g8. p� ppay 5 DACE ` . Rm-' N10. APPROVEDCos FOR MAXIMUM OF BEDROOMS \" R Stp1R TD POPD m \ PR� pY EXPIRES THREE YEARS FR M DATE OFAPPROVAL N��M�S GPgRP`� \x gA N pEGK F fEy 24.2 �` PROP�Ey \ ` ; WA � _ q Devised Peen Approved 5 qq TEST HOLE DATA �- McDONALD GEOSCIENCE N ;°W i w DEd� $Z.ti .1 40 8.5 v 10/13/15 DARK LOAM OL 2s.o qq1� DEQ o�E SES -• �3't�� 1 BROWN SILT ML EP; •o. ```�; �� 235 PALE BROWN FINE SAND SP -- ,�A•5�2' 23.i 17' 005,13"w Ep6E �� PPvE 23,3 NOTE: NO WATER ENCOUNTERED 576 VAIL S 4e.22.S moor� pUBLIC �A� E� 22.3 1)0yyINO . = REBAR • = SPIKE CERTIFIED TO, '(SOF New MATTHEW J. 51RIC O ■ = MONUMENT �`�� �' . ALLISON J. 51RIG0 o = HYDRANT TD DANK ® = TEST HOLE F DEL TY NATIONAL TITLE IN5UKANGE COMPANY ,� O m o = UTILITY POLE a ELEVA77ONS ARE REFERENCED FROM NAVD 88 �'6 .YS. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Pte' pKS�g 00 RS, P.C. OF SEC770N 7209OF THE NEW YORK STATE EDUCATION LAW. 76�=5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 7RA VELER STREET WHOSE SIGNATURE APPEARS HEREON. AREA- 40.002 80. FT. SOUTHOLD, N.Y. 11971 —221 SURVEY OF PROPERTY A T CUTCHOGUE 10� TOWN OF SOUTHOLD I D SUFFOLK COUNTY, N. Y. 1000-103-04-47 SCALE. 1'-30' NOV. 5, 2015 JAN. 26,2016 (REVISION) DECEMBER 9, 2016 (CER77nCA77ONS) DECEMBER 15, 2016 (CORNERS) JANUARY 04, 2016 (REVISIONS) JANUARY 31, 2018 (CER77FICA77ONS) LOT AUGUST 28, 2018 (PROPOSED BLDG.) a NOVEMBER 13, 2018 (FOUND LOC) SPACE _ OPEN 1�• a � - 23$ �- 14760513 CAW q- O U �- F4E1'E• �� 1 o�Z � r x1 70 Z x; LOT n LOT 6.5 tcn � w x1 IPA x � \,c Vol 56 4 \x � 16.54? O \� N � x 33,5 \x pA�pN '1.0 �(Fy �2d Fps CA�p DAnoll o. TEST HOLE DATA SOP Of 24 8s McDONALD GEOSCIENCE �= ` 10/13/15 6f 40.2 o DARK LOAM OL 23 p How 1 BROWN SILT ML o 0 g 1KE 235 PALE BROWN nNE SAND SP 17' R oE of a^ NOTE.• NO WATER ENCOUNTERED A- q3? 576.0513W IL �. 20 a �t• = REBAR moosg• = SPIKE ■ = MONUMENT o = HYDRANT A = n OF f-ar_.,� TEST HOLE � ! Uco g� o = UTILITY POLE fi. ) ) C 4'Z3i t.t E ELEVA77ONS ARE REFERENCED FROM NA VD 88 NOV 5 ,018 LOT NUMBERS ARE REFERENCED TO "MAP OF LITTLE NECK PROPERTIES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOV. 30, 1973 AS FILE NO. 6048 LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF TOWN oiF soumOLD PECdNat, D� .R'S P.C. SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS � PER SEC77ON 7209-SUBDIVISION 2. ALL CER7IFICA77ONS HEREON (631) 765 -5 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRA VELER STREET SIGNATURE APPEARS HEREON. AREA= 40.002 80. FT. SOUTHOLD, N.Y. 11971 15-221 SURVEY OF PROPERTY SCDHS REF# R-10-15-0065 AT CUTCHOGUE TOWN OF SOUTHOLD sus-FIOLK�= b;:%�PP710ENT OF HEALTHSF SUFFOLK COUNTY, N. Y. �, ; ,; s_i,. t�rt';�} , E0V,«RKSF0�_ ti �n ;/+, r 1000-103-04-47 f..,�., ? L!,RESIDE, NCE" B•i Jfea:�y...F'h.fd.l`tl SZ�..,.t[tE�.IV�iG SCALE: V-30' Date OR 15 2010 H.S.cue►.f4a."R 10-1 5—c046 NOV. 5, 2015 The sewsge dtspowl and,pater supply facilitim st Uiis loci ion ha%,e bun JAN. 26,2016 (REVISION) inspected ar.dfor oemfied by ta'iis Depaitnent or other apenees and found to DECEMBER 9, 2016 (CER77RCA77ONS) be satjsfactory FOR A 1IV1UMQF: LP BEDROOM& DECEMBER 15, 2016 (CORNERS) D JANUARY 04 2016 (REVISIONS) JANUARY 31, 2018 (CER7IFICA110NS) + •.,r Craig Knepper P°E Chief AUGUST 28, 2018 (PROPOSED BLDG.) LOT Office_of VVasf arta-efl�aer� ` ° NOVEMBER 115,2( (FOUND LOC) MARCH 019SPACE (f7NAL) _ OPEN 1`�'`� x MONS Q o _X CCM �T ' a O.S %76ro5'13M� r "231 > � o +W� 1 0 fix\ 5�.W 1n e w yY. ! t-♦ e V-4 Z 1x LOT 9O g !1 y i t CIA !� y LOT `L 'A a y SEPTIC LOCATION .A� 'B" f?,CN R`V P \x 30.2 'be` � ST 26' 37.5' x` sv, N 1 f LP 36' 43' x GAGE 1 rn x 16.6 .O f � ! \x 33.5' 1 RO x\rZ2d Z PORCH U/G PROPANE�� TEST HOLE DATA c ��, DWI No 2 1` MCDNALD GEOSCIENCE ' 10/13/150 rn ow; *A•F �0 5 > wood ! -- 1DARK LOAM OL 23.0' sTooP ^� 1` BROWN SILT ML o — o ST LP o p � 23!6PALE BROWN FINE SAND SP 1g5•�v., 231 17' vgt�1AM Wpm Mo P�,v NOTE.• NO WATER ENCOUNTERED p, 23,1 S76 vos W ��� a 23-S �.< TRAI • • = REBAR M005B = SPIKE f� ■ = MONUMENT o = HYDRANT 0= TEST HOLE d 1 � of NEj�y0 U77LITY POLE ��� ELEVA77ONS ARE REFERENCED FROM NA VD 88 'fi=: - 3 �•nr*a.d��S LOT NUMBERS ARE REFERENCED TO "MAP OF LITTLE NECK PROPER77ES SUFF.CO.HEALTH SIER CES FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE N NOV 30, 1973 AS OFFICE��@,�3 STI �"� �1 CJu,a �=;s, u qn - ..r= FILE N0. 6048. �`�-- — �--�• Ad,o ^,� �l:S. LIG NO. 49618 ANY ALTERA77ON OR ADDITION 70 THIS SURVEY IS A VIOLATION OFSEC71ON 7209OF THE NEW YORK pE dINIG .vp$, P.C. PER SEC770M 7209—SUBDIVISION 2.T ALL CERTIFICA71ONS HEREONATE* EDUCA770N LAW 01 AS (631)"765"'= 0210 FAX (631) 765-1797 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRA VELER STREET SIGNATURE APPEARS HEREON. AREA® 40.002 SO. FT. SOUTHOLD, N.Y. 11971 15-221 ' a v PFS Corporation d/b/a PFSTECO r PFS*TECO An Employee-Owned Company # Richard Bird June 11, 2018 Muncy Homes,Inc. 1567 PA Route 442 East P.O. Box 325 Muncy,Pennsylvania 17756 Re: Muncy Homes,Inc.,Muncy, PA NYSDOS Systems Approval No. M1387-2017-123 Submittal: 32598 Sirico Residence at 665 Moose Trail in Cutchogue,NY in Suffolk County Dear Mr. Bird, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has reviewed the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2014 National Electrical Code. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter N=I Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question,please feel free to call this office at any time. ff� Digitally signed by D.Renee Sincerely, D. Renee Moist DN:cn=D.Renee Moist,o, ou=PFS, ema i I=renee.moist@pfstecox Moistn, om;c-CJS Date:2018:06.11 16:44:38 -04'00' D. Renee Moist Staff Plan Reviewer Renee.moistgi)fsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS —File copy Donald Thomas, Jr., AIA (DOS) 570-784.8396 - 1115 Old Berwick Rd. , Bloomsburg,PA 17815 TECO, -WWW.PFSTECO.COM TESTED MARK&YOU CAN BUILD ON## _Y NYS Permit Submittal Job #32598 000 MLWCY iHOMIES, INC. 05/31/2018 JAK P1111 VM *0745OD-NN Builder: Customer: Island Holdings 4 LLC Sirico ame. ame: Site Address: 665 Moose Trail, Cutchogue, NY 11935 4 F . PFS Corporation Street,Tow�e,Zip Approval Limited to Factory-Built Portion Only Muncy Homes, Inc. State: New York 1567 PA Route 442 East Signature: , PO Box 325 Title: Staff Plan Reviewer Muncy, PA 17756 Date: 06/11/2018 Contact: Darryl Mincemoyer Engineering dmincemoyer(c�premier-builders.com NY Approval Number:' M 1387-2017-123 SILLI Expiration Date: Oct 20th, 2019Cl NYS Submittal Index: F NY Design Specifications " Structural Schedule 06625 ATC Wind Speed S Area Site Map NYS "Notice of Approval' letter for system approval REScheck Compliance Certificate 06/07/18 NYS "Truss ID Notice" Truss Manuf. Details Electrical Load Calc Door and Window Schedule Whole House Ventilation Supply Air Worksheet Wind Calculations -Wind Design Plan(s) Wind Calc Summary Floor Plan(s) Electrical Plan(s) Foundation Layout Elevations LVL Connection 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 10/20/2017 under system#M1387-2017-123 "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. y NY Design Specifications M AICY HOMIE'S, INC. 5/31/2018 ft Rtfll� .R V= *07866.64M Home Ident. (Job No.): 32598_000 � Site Location: Cutchogue, NY, 11935 Suffolk County Design Loads: Ground Snow Load: 35 GSL Floor LL: (Liv'g/Slp'g) 40/30# Seismic Category: B Floor DL: 10# Wind Speed Vult: 136 Exp C NYS Uniform Code(which incorporates by reference): . 2017 Uniform Code Supplement, publication date July 2017(2017 UCS), which replaces the 2016 Uniform Code Supplement(2016 UCS). . References the International Code Council publications(the 2015 IRC,2015 IBC,2015 IPC 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, and 2015 IEBC), with specific code printings, appendices, and referenced standards as identified in the 2017 UCS. NYS Energy Code twhich incorporates by reference): . 2016 Supplement to the New York State Energy Conservation Construction Code,publication date August 2016, revised August 2016 (2016 ECS). All references within the 2016 ECS to the 2016 UCS, shall be deemed to be amended to be a reference to the 2017 UCS. . References the 2015 International Energy Conservation Code(2015 IECC), as published by the International Code Council, with specific code printing, appendices, and referenced standards as identified in the 2016 ECS. ASHREA 90.1-2013,printing as identified in the 2016 ECS. Other referenced standards mentioned in 19 NYCRR Part 1240. NEC 2014 ASCE 7-2010 NFPA 13D 2015 NDS 2015 Energy Conservation Compliance Shall Be Through Chapter 11, Computer Software as Provided in Section N1102.1.5-RESCheck. RESCheck Calculations Shall Be Done for each unit and shall be provided to the Authority having Jurisdictions Climate Zone: 4 () Occupancy Classification: 1 Family Detached •y NI Construction Type Classification: VB '° �LI`� ', . Foundation Type: Basement8 'G r r � Located in Flood Zone: No "'k. „.y. ” 41; Lot Line Fire Separation: No,Wall/Projections >5 from lot line Finished Floor Above Grade: <6' Stories Above Grade: 2 X926 Spriniker System Required: No Index of Addtl. Specific Dwgs: 06/07/18 Floor Plan Foundation Truss Detail(s) Electrical Plan (4)Elevations 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 10/20/2017 under system#M1387-2017-123. "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. v Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 Two-Story(continued) 13.2.3 7/12 Roof Pitch 13.2.3.1 35 PSF Ground Snow Load 13.2.3.1.1 20 ft Wide 13.2.3.1.1.1 thru 20 13.2.3.1.2 22 ft Wide Reserved 13.2.3.1.3 24 ft Wide 13.2.3.1.3.1 thru 20 13.2.3.1.4 26 ft Wide 13.2.3.1.4.1 thru 20 13.2.3.1.5 28 ft Wide 13.2.3.1.5.1 thru 20 13.2.3.1.6 31 ft Wide 13.2.3.1.6.1 thru 20 13.2.3.1.7 ' 31 ft Wide-Low HH 13.2.3.1.7.1 thru 20 13.2.3.2 50 PSF Ground Snow Load 13.2.3.2.1 20 ft Wide 13.2.3.2.1.1 thru 20 13.2.3.2.2 22 ft Wide Reserved 13.2.3.2.3 24 ft Wide 13.2.3.2.3.1 thru 20 13.2.3.2.4 26 ft Wide 13.2.3.2.4.1 thru 20 13.2.3.2.5 28 ft Wide 13.2.3.2.5.1 thru 20 13.2.3.2.6 31 ft Wide ' 13.2.3.2.6.1 thru 20 13.2.3.2.7 31 ft Wide-Low HH 13.2.3.2.7.1 thru 20 13.2.3.3 60 PSF Ground Snow Load 13.2.3.3.1 20 ft Wide 13.2.3.3.1.1 thru 20 13.2.3.3.2 22 ft Wide Reserved 13.2.3.3.3 24 ft Wide 13.2.3.3.3.1 thru 20 13.2.3.3.4 26 ft Wide 13.2.3.3.4.1 thru 20 13.2.3.3.5 28 ft Wide 13.2.3.3.5.1 thru 20 13.2.3.3.6 31 ft Wide 13.2.3.3.6.1 thru 20 13.2.3.3.7 31 ft Wide-Low HH 13.2.3.3.7.1 thru 20 13.2.3.4 90 PSF Ground Snow Load 13.2.3.4.1 20 ft Wide 13.2.3.4.1.1 thru 20 13.2.3.4.2 22 ft Wide Reserved 13.2.3.4.3 24 ft Wide 13.2.3.4.3.1 thru 20 13.2.3.4.4 26 ft Wide 13.2.3.4.4.1 thru 20 13.2.3.4.5 28 ft Wide 13.2.3.4.5.1 thru 20 13.2.3.4.6 31 ft Wide 13.2.3.4.6.1 thru 20 13.2.3.4.7 31 ft Wide-Low HH 13.2.3.4.7.1 thru 20 Y NAL Pg. 13.f ----- - - ------- ---- ------ 03/07/2016 -- – – - -- -- — — -------- Structural Schedule for a 2-Story Dwelling: Job#: "Systems" "Tr- Ground Snow Load 35 psi Basic Wind Speed VASD #d mph ft Exp. Ultimate Wind Speed VULT= 142 mph-Isg, Eq.Exp"D"Wind Speed VULT; 131 mph'4sg W1=479 pif Mean Roof Height 30 ft 3 Wall Zone , Roof Pitch 7112 W2 392 pif -F' Truss Type Mono Flat Kneewall Dim. P/a I F W3=914 plf W4=817 plf Roof Design Standard Max.Module Width s. 14 ft House Width(nom) , '28 ft Wall Height-1st Floor 'Sit Wall Height-2nd Floor a,ft: V WS=1314 pif VW6=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 plf 1st Fir Clg DL= 5 psf (per mod) 1st Fir.LL= 40 psf 1st Fir.DL= 10 psf Loading Section Formulas: W1=Truss Reaction+CH(as applicable)converted to PLF=479 plf. Reference page#2.2 6 within the Calculation Manual 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(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+W1+Ext Wall DL [(0.5 x 14)x(40+10+5)]+479+50=914 plf W4=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+W2+Marr Wall Cil. Loading Section LL and DL Summary fplfl: [(0.5 x 14)x(40+10+5)]+392+40=817 pif TL LL DL W5=[(1/2 Max Mod Width)*(lst Story LL+Floor DL)]+W3+Ext Wall DL Wl'= 479 360 119 [(0.5 x 14)x(40+10)]+914+50=1314 pif W2'= 392 294 98 W6=[(1/2 Max Mod Width)*(Ist Story LL+Floor DL)]+W4+Marr Wall DL W3= 914 640 274 [(0.5 x 14)x(40+10)]+817+40=1207 pif W4= 817 574 243 WS= 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 Cil.+Cig DL)]+Ext Wall DL W3 NTL W1= 435 280 155 1(0.5 x 14)X(40+10+S)l+50=435 pif W4 NTL W2= 425 280 145 W4 NTL W2=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+Marr Wall DL W5 NTL W3= 400 280 120 [(0.5 x 14)x(40+10+5)]+40=425 pIf W6 NTL W4= 390 280 110 W5 NTL W3=[(1/2 Max Mod Width)*(Ist Story LL+Floor DL)]+Ext Wall DL WS NTL W1= 835 560 275 [(O.S x 14)x(40+10)]+50=400 pif W6 NTL W2= 815 560 255 W6 NTL W4=[(1/2 Max Mod Width)*(Ist Story LL+Floor DL)]+Marr Wall DL 1(0.5 x 14)x(40+10)]+40=390 plf W5 NTL W1=[(1/2 Max Mod Width)*(Ist Story LL+Floor OQ1+Ext Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DIL+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)*(Ist Story LL+Floor DL)]+Marr Wall DIL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DIL+Cig DL)]+Marr Wall DL 1(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 1.5"wide,2.01E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.1.3.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. Ifunbraced,seepage 6.4.1.b ofcalc manual-choose appropriate column for reaction given. 4) Reference page 6.1.1.c 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. Reference Section#5 for Floor/Ceiling Girders 6) Forthe 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 may be generated referencing calculations in approved manual. Stud Requirements:4 First Floor: 8'Wall Height Second Floor: 8'Wall Height 12"o.c 16"O.c I 24"o.c. 12"o c. 16..C. 24"o c 2X4 SPF#1/#2 OK NG NG OK OK NG Sidewall 2x6 SPF Stud OK OK OK OK OK OK 2x6 SPF#1/#2 OK OK OK OK OK OK 2x3 SPF#1/#2 OK OK 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 calc values may be used far 9 f high walls rfsand wall blocking Is Installed at 8 f off. 03/07/2016 2nd Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VULT)Exp C,131(VuLT)Exp D v Table"A"- Sidewall Headers and Girders(W3): Table"B"- Sidewall Headers and Girders(WS): Second Floor IReaction Stud Columns" Second oorReaStud Columns='7 No. Mems Species Max.Span (Ibs) Page# 2x4 SPF 1x6 SPF 2x6 SPF No. Mems species t Max.S an Ibsction Page# 2x4 SPF 2x6 SPF 2x6 SPF #1/#2 Stud #1/#2 p p ( ) #1/#2 Stud #1/#2 1 (1)2x4 SPF#2(s) 27"{2'-3"); 584 4,3a . 2 2 2 1 (1)3.5" 2 OE,LVL 46"{3'-10") '970 4.3.a 31 2 2 2 (1)2x6 SPF#2(s) 40",(3'-0) 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 SPF#2(s) 1084,h -4.367 i; 3. 2 >..2 3 (1)7 25" 2.OE,LVL f 1932:x` s<4A3 .4 F<3� 12t 4 (2)2x10 SPF#2(s) x•963'"{5'-3") 13261 4,3.a 3 2 2.- 4 (1)925- 2.13E,LVL ' 1i5"(9'-7")• 2425% '4.3.a '4 3 2" 5 (1)2x12_ SPF#2(s) 73'",(fi'-1"), ,1539 4.3.67 3, „,2 2 5 (1)11.25" 2 OE,LVL 138"(11'-6") x91z 4.3.a n/a 3 2 6 (1)2x4 SPF#1/#2 `•`29:`'(Z'-b")•. ' 622 4aa,.r, 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"(3-71••F 911 "a'' 43.67 ;" Y 2, 2.: 7 (1)14" 2.13E,LVL 16V(14'V), 3573 4:3:67+, n/a:. "4 ''3. 8 (1)2x8 SPF#1/#2 55"(V-7") 11S37"y,- 4,367 'N 3 2 Z' 8 (1)16" 2.OE,LVL t 192"(16'-0") 4047 4.3.4 n/i 4• 31 9 (1)2x10 SPF#1/#2 6710(S'7") ,1408 4,&67 3 2 _-2''" 9 (1)18" 2.OE,LVL 214"{1T-10") 4520 4:3.67, nfa n/a 3 10 (1)2x12 SPF#1/#2 .78"(fi+.6")„ ` 163154-, 4367 -2 10 (1)20'- 2.OE,LVL :;236"(19'-8"}, 4990 y° -4.3.a,, n/a„ tlfa° 3 11 (2)2x4 SPF#2(s) "'39"(3-3")' 828 `� "4.367 2' 21 2°F; 11 (1)22" 2.OE,LVLF258l(2i'>6".) 5457 4:3:67; rt/a nfa, "; 4 12 (2)2x6 SPF#2(s) 57"{4'-911) 1212 .4,3.67 3 2 2 : 12 (2)3.5" 2.OE,LVL '-59"(N-11--) 1236 4.3:a 3 2 2 13 (2)2x8 SPF#2(s) 73"(6`-V) 1536'/ :A.3.a 3 2 2 a'. 13 (2)5.5" ZOE,LVL ; 92"(T 8") 1994• 4.3:67 4 ? 3 2' 14 (2)2x10 SPF#2(s) N 89"(T=5") 1879-° 43.67 4 3 2' 14 (2)7 25" 2 OE,LVL ! 122"(IV-'2"). 2575 4:3.67 15 (2)2x12 SPF#2(s) ' 203"j$'-7")•- 2181 s•,. 4.3.a 4 i •B 2 15 (2)925- 2.OE,LVL 156"(13'-0") 3290 4.3.3• -A 4 3 16 (2)2x4 SPF#1/#2 41,,3T-6") 879 4,3,0 "2 2 2 16 (2)11.25" 2 OE,LVL 189"(15';9") 4006• 4.3.a n/a 4 3 17 (2)2x6 SPF#1/#2 „ 61"{5r-i") 1288 4B.a ,„�3. 2 2 '� 17 (2)12" 2.OE,LVL f202"(16`-10"j.R,%1.279; 4.3:67. -.nfa a -, •3, 18 (2)2x8 SPF#1/#2 ,77"{fi=5") 1633' - 4.3.a,„x '3 -2• 2` 18 (2)14" 2 OE,LVL 235"(19'7!') 5000 `43:e ` ,rs/a•' nfa �;kr 3 19 (2)2x10 SPF#1/#2 94"'(T-10") 1998 4.3.a 4 3 2 19 (2)16" 2.0E,LVL 269"(22!-V') S722 4.3,67 n/a n/a4 20 (2)2x12 SPF#1/#2 _ 109"(g-t')`5 „2319 4.11 4 3 2. 20 (2)18" 2.13E,LVL ' 301"(251-1") 6430 4.1a, nfa, n/a_ 4 21 (3)2x4 SPF#2(s) ,1D88 v 43.67 77a n/a Z 21 (2)20" 2.13E,LVL i,332,`(2T-8") '7103.; .•4.3.x; x�.,n/a" ,n/a, 22 (3)2x6 SPF#2(s) •75"(6'-3")s 1593• 4.367, n/a ;iri/a,... 2 22 (2)22" 2.OE,LVL 362"(30'=2") 7772-. "43:67 nfa ",,-nfa� ,nfa 23 (3)2x8 SPF#2(s) 96"(8"0"') 2021 4,1z n/a n/a 2 23 (3)3.5" 2.OE,LVL 67"(5'-71) 1423 4,3.a n/a n/a 2 24 (3)2x10 SPF#2(s) 117"(9'•;9!') 2472, <<„4.3.67 ,nfa n/a. 2 24 (3)5 5" ZOE,LVL 106"ry(8`-10") 2244 4.3:a n/a, n/a _, 2 25 (3)2x12 SPF#2(s) ;'135 {11`-3")- 2870le`�`4.1a ;.'.n/a s n/a• 21.-F 25 (3)7 25" 2.OE,LVL X140"�{1i`-8:') 02967 4.3.2,; nfa •t 2, 26 (3)2x4 SPF#1/#2 ' S5"{4'-7") 1157- 43.67 `^n/a n/a' "2- 26 (3)9.25" 2OE,LVL 178"(14'-IO") 3795 4.3:a•� n/a rtfa 3 27 (3)2x6 SPF#1/#2 ;$6'.'(6'-8") 1696 4.3.a :n/a 'n/a 2 27 (3)11.25" 2 OE,LVL ; 217"(18'-111). 4630: 4.1a n/a nfa 3 2& (3)2x8 SPF#i/#2 I01"(8`-5!') 2148. _4.367 nfa ,n/a 2 28 (3)12" 2 OE,LVL i,231"(19=V) 4944, 4:3.67- .n/a, n/a, ;3 29 (3)2x10 SPF#1/#2 ;124"{10'-4") 2630 4.3 a: nfa nfa .'2 29 (3)14" 2 OE,LVL '270"(22'6")' 5782' 4:3.67, n%a nJa•a"'%c4 30 (3)2x12 SPF#1/#2 •143"(11'-11") 3053 .4.11, n/a n/a 3, 30 (3)16" 2.0E,LVL 308"(25'-8r') ,6623. 4.3,4„ n/a ri)a 4 A=LL=240,TL=180,CD=1.15 Wall Height=8 It Table Load:500 PLF 31 (3)18" 2.OE,LVL 3461-,(281-10") 7469 4.3.a nfa nfa n/6 32 (3)20" 2.OE,LVL '_,",3 "(32'-0") 83Zo, 4:3:67.^ n/a by n/a n/a 33 ( 84 3)22" ICE,LVL �422"(35'-2")' 9i7S 4:3.3n/a, nfa ti/a' A=LL=240,TL 180,CD=1.15 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 IReaction Stud Columns 3 Second Floor Reaction Stud Columns 3 No Mems Species Max.S an (lbs Page# 2X3 SPF 2x4 SPF 2x6 IPF S 1 Page# 1x3 SPF 114 IPF 2x6 SPF Span ) #1/#2 #1/#2 #1/#2 No. Mem Species Max Span (Ibs) #1/#2 #1/#2 671/#1 1 (1)2x4 SPF#2(s) i 314(2'7")' ' 524 ,:4.&a 1' %I-' 1.4,, 1 (1)3.5" 2 OE,LVL '56""(4'=2I' -839 43.a, 1%` 2 (1)2x6 SPF#2(s) 45".{3-9"') 767 4 3.a 1 1 1.• 2 (1)5.5" 2.OE,LVL 78"(6'-6"), 1322' 4.1a, 2- 1 1 3 (1)2x8 SPF#2(s) 57"'(k'-9") 971 < 43a 1, 1 1;f 3 (1)7.25" 2.13E,LVL r 163"{8'-7°)' 1729' 4.3,a 2, 1 1 4 (1)2x10 SPF#2(s) 70'.'(S'-IO") 1187" >4.3.a - 21, 1. 5:, 4 (1)9 25" 2.OE,LVL :179"(10'-9;') 21711,, 4.1a ..X 1` z f 1" 5 (1)2x12 SPF#2(s) 81',W-91, 1376 43.a 2- ` ,1, 1 5 (1)11.25" 2.OE,LVL ,'154"(12'=16") 2606' 4.1a• 3- 2 °I 6 (1)2x4 SPF#1/#2 ;33"'(2'-9") 556 4,3.a 1 1 1 ., 6 (1)12" 2.13E,LVL 764"(13--81-) 2769 4.3.67 3 2 1 7 (1)2x6 SPF#1/#2 ;.48^(4'-0") 814 43.67 1 1>' 1 7 (1)14" 2.OE,LVL ;.'189"(15'-9") 3198 .:4:3.a 3;,, 2 8 (1)2x8 SPF#1/#2 61"'{S'-T'), ` •1032 °`;;4.367. 1 1 1 8 (1)16" 2.OE,LVL ;214".{32`-10") 3625; 4.3:a% i{ 2 9 (1)2x10 SPF#1/#2 76"'{6'-3") 1260, ,4.3.a - 2 1 1 9 (1)18" ZOE,LVL E 2391p(W-I1")' 4049 4.3.4 4 ; 2 10 (1)2x12 SPF#1/#2 87`=(7-3") 1464,.<'-4,3;a 2, 1 I 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; 4.3a' :n/a-,k •1"r T IS (1)22" 2 0E,LVL 288;',(24'-0") 4890;. ,;4.3 a 5 s=•. 3 - <s 2 12 (2)2x6 SPF#2(s) 641! 1085 'r 4.3.a n/a• ✓-1 1:i'; 12 (2)3 5" 2.0E,LVL "63"(5'-3")' 1069. •4'3.a• n/a• 1 1 13 (2)2x8 SPF#2(s) "'81"(6'A"). 1376 4.3a 'nJa 1 1; 13 (2)5.5" 2 OE,LVL JOW{8'41-1 1685 4.1a n/a 1 1 14 (2)2x10 SPF#2(s) 1689 4,&a 1711a, I 1 14 (2)7.25" 2.0E,LVL i 132"(11'-0") •2226 4.3,67. n/a, 1 1. 15 (2)2xI2 SPF#2(s) lis" 1952`. ..."4.3a M-n/a i lY�' 15 (2)9.25" 2.OE,LVL i 168"(14'-0!')- 2847 4:3,a,<. nfa :,•2 16 (2)2x4 SPF#1/#2 47"'(3-11") -788 4.3.a h/a 2 1 16 (2)1125" 2.OE,LVL ''204"(17'=0") 3471 43.67` n/a 2' 17 (2)2x6 SPF#1/#2 68"(5'-8"} 1153., 4.1a n/a 1; I 17 (2)12" 2.0E,LVL 218"(18'-2") 3705 4.3.a n/a 2 2 18 (2)2x8 SPF#1/#2 :86"(7-2") ^1463.:x; •4;3.67 ':n/a r,. 1• 1 18 (2)14" 2.13E,LVL "254!"(21--2") 4331. 4.3.a.,-, n/a. .2 :,;,2 19 (2)2x10 SPF#1/#2 •105"($'=9") "• 2789 =4.3-a „n/a "=-I 1 19 (2)16" 2.13E,LVL C 290!'(24-2") 4960: 4.3.a, 6167 3 20 (2)2x12 SPF#1/#2 -iz2"(16'4")' 2076 A.3.a nfa 1, 1 20 (2)18" 2.13E,LVL 326"(27'-2") S593 ' 43,67 n/a 3 2• 21 (3)2x4 SPF#2(s) 58'.'(4'-Ia!') 974 4.3a :nfa n/a 1,:, 21 (2)20" 2 OE,LVL '.361"(30'-I") fi226 4.36 nfa; 3 2 22 (3)2x6 SPF#2(s) 84""(T;0") '` 1426 v r-4.3a' ,/a n/a, 1:;F 22 (2)22" 2 OE,LVL 397"(33'-1")(33'-1") 4.6883. 4.3.67- p/a" 4 >, ..2 23 (3)2x8 SPF#2(s) 10T"{8=3.1.")' ;1809 Y "4.1a n/i n/a" 1 23 (3)3 5" 2 OE,LVL '73"(6`-1") 1231 4.3.67 ' n/a, 6167 l" 24 (3)2x10 SPF#2(s) 130"(16'-10") ,2214 4.&a n/a n/a 1 24 (3)5.5" 2 OE,LVL 114"{9'-6"} 1942' 4,3.67 n/a- F'nfa I 25 (3)2x12 SPF#2(s) 151"(I2"-7"); „'2572 43,a n/a n/a 1- 25 (3)7.25" 2 OE,LVL 15V(12'-7") 2567' 4.3.a n/a,, F n/a• 1 26 (3)2x4 SPF#1/#2 s61'-t{Sr-I");- -F1036. 4.3a yn/a '•n/a ,1"T- 26 (3)9 25" 2.OE,LVL f 192"(16'-0") 3287� 4:3.67 -n/a��n,n(a ���- 27 (3)2x6 SPF#1/#2 90'°(T-6') 1517 4,1a .�/a n/a' 1 27 (3)11.25 2.OE,LVL .23k"(3S'-6"} 4612 4.3.67 n/a x ii/a +,2 28 (3)2x8 SPF#1/#2 .1131`'(9'-5'•') 192S •43.a n/a n/a, 1• 28 (3)12" 2.OE,LVL -,,24911(2V-911) 4284 4.3.a� n/a nfa �7 29 (3)2x16 SPF#1/#2 i 138",(11`-6") 2356,"•„ 4.3-a :'nfa ;n%a• 1_,' 29 (3)14' 2.OE,LVL ;,'296"(24'=2"} ,5012 4.3.a:-„ 67/67, n/a 2' - 30 (3)2x12 SPF#1/#2 I60:"(13`-4"). 2738-%,'4.367 ., n)a .ri%a-'„ 1 30 (3)16" 2.OE,LVL 331"',(27.-7") .5746. F4.3.a nfa,'y;,nfa A=LL=240,TL=180,CD=1 15 Wall Height=8 ft Table Load=400 PLF 31 (3)18" 2 OE,LVL 372".(31'7011). 64M 4.3.0 n/a 'F nfa 2 32 (3)20" 2 OE,LVL 413"(34'=5") 7228. 43.a _.nfa,s nfa 3 33 (3)22" 2 OE,LVL 454"(3T16"), 7974` 4:"Ia h/a•ti n/a ,13 A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=400 PLF 03/07/2016 -- - - ` - 13:2.3.9.5.12 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VnsD/VuLT)Exp C,131(Vut.T)Exp D Y Table"E"- Sidewall Headers and Girders(W3): Table"F"- Sidewall Headers and Girders(W3): First Floor Reaction Stud Columns z' First Floor s7 Reaction Stud Columns No. Mems Species Max.S an Page# 2X4 IPI 214 SPF 216 SPF S t Page# 214 SPF 2x6 SPF 2x6 SPF Span (lbs) Stud #1/#2 Stud No. Mem species Max.Span (lbs #1/#2 Stud #1/#2 1 (1)2x4 SPF#2(s) 20"(1'-8") 804 4.2.b 2 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--s-) 1180 42.b " 3 2 , 2 2 (1)5.5" 2.012,LVL v 50"(4-2") 1890 4.2.6 3 2 2 " 3 (1)2x8 SPF#2(s) 37"'(3'-1")`' 1495", 421, ;-3 2, 2. 3 (1)7 25" 2 0E,LVL y; 66"(5'4"), 264, 412.6, 4, „ 3 - 2' ` 4 (1)2x10 SPF#2(s) ?45"(3'-9"j 1824'«; 42.b,' 3 `2 2: 4 (1)9.25" 2.OE,LVL 84"(7'Aq)• 3336 4.26" 4;;'" 3 5 (1)2x12 SPF#2(s) 53R(4'-5") 2115 „•n 4.2.b . 3 2 2 5 (1)1125" 2.0E,LVL 100"(S'411) 4006 4:2,b n/a+ 3 g 6 (1)2x4 SPF#1/#2 F20';{i'H"} , 82i,z 4.2.b 2 2 2• 6 (1)12" 2.OE,LVL 107"(8`-il") 4255 4:2.b, ri/a,'s. 3. s:_"3 7 (1)2x6 SPF#1/#2 A'!tT-7") i252�','' 4.2.6 3 '•2 sz 4: 7 (1)14" 2.OE,LVL 123"(10'-3") 4912 }2:b n/e�:.'" 4,,.i`'?3: 8 (1)2x8 SPF#;/#2 39"(3'--3") 1586 42.b 3 "'2 2� 8 (1)16" 2.OE,LVL `".139"(11'-7") 5565' 4.`2:6= n/a `4 .3 9 (1)2x10 SPF#1/#2 48'.V'(4-0") 1999 4:2.b 3 ; 2 2 9 (1)18" 2 OE,LVL 156"(13'-0") 6214. 4 2.b 4 10 (1)2x12 SPF#1/#2 ` 'S6"(4'-8")' 2250' 3 2 2 10 (1)20" 2 OE,LVL 172."(14!4') -6859• 4.ib. n/a:;; nla, e'4 11 (2)2x4 SPF#2(s) " 28!'(2'4*) 1142;,:. 42.6'.`a>3 2 2 11 (1)22" 2.OE,LVL 188"(15'-8") •7S" 4.2:6' •n%a i.'^ nJa s 4" 12 (2)2x6 SPF#2(s) '42"{3'-6"} 1668'^'=A2,b ;r=:3 2 :2 12 (2)3 5" 2.0E,LVL 5 41"(3'-5")' 1629 4,216 3 2 "=' 2 13 (2)2x8 SPF#2(s) 53"(4'-5:') 2112K,z 4.2.b ,;4 2 2 13 (2)5.5" 2.OE,LVL 64"(5'4") •2561 4.2.b 4 3 2 14 (2)2x10 SPF#2(s) 4!(5CVj q-::2582'' ; 4.Z.6:"'r-`"4 3'• 2; 14 (2)7.25" 2.OE,LVL 85"(T-1") 3385. 4.12.6 .` 4";.F �`3' 'u>3 15 (2)2x12 SPF#2(s) 75"(6'-3") 2995. 4.2.Ei`.�f 4 '3 2. 15 •" (2)9.25- 2.OE,LVL - '108"(9'-0"} 4322s 4.12:6 � n/a° 3 16 (2)2x4 SPF#1/#2 i 30.'(2'-6'r) '•1209 4,2,b 3 2 2.' 16 (2)11.25" 2.OE,LVL 132"(11'=0") 5266• 4.2.b- tlra; 4 "s 17 (2)2x6 SPF#1/#2 ,44"(3'-8"), ,1773 _ •'4,Zb•.?• -3 2 T: 17 (2)12' 2.01E,LVL 140"(11',8")• :5618; 4:2:& n/a 4 1�3 _ 18 2 2x8 SPF#1#2 S6"4-8" x\224T ?� '4.2.6.%;.` 9 2: 2 18 ^ . O / {, ) (2)14" 2.OE,LVL ;,164"(13`-8") `6566;, 4i2ib: -n/a t\ 4 19 (2)2x10 SPF#1/#2 69''(5'-9") 2746,%-4.2.b 4 3„ 2 19 (2)16" 2.OE,LVL 187"(IT-7") 7511 4:21b' n/a nja 4 20 (2)2x12 SPF#1/#2 . 74"(&'.:7") , 3184•• ,i 4.2.b 4 3;' 2 20 (2)18" 2.OE,LVL 211"(171-j"), 8463' 4.2.b; n/a nja 4 21 (3)2x4 SPF#2(s) ,.• 37.'"(3--l") .1496?',�,g 4.2.h:,K n/a •n/a�• 2..;, 21 (2)20" 2.OE,LVL c 234',(19'=fi"). 9414 4.Zb, n/ai,, 'n/a �'�4 , 22 (3)2x6 SPF#2(s) SS'y(4'-7"),` ,2194 `4,2.6 , ,nja 'n/a' 2 22 (2)22" 2.OE,LVL 258"(21'-S") 10372 4.2:6, n/a n/a n/a 23 (3)2x8 SPF#2(s) 69'!'{5'-9"'j^ 2780 42.b ,':h/a n/a 2 23 (3)3.5" 2.OE,LVL 47"(31-Ill!) 1879 4.2.b, n/a n/a 2 24 (3)2x10 SPF#2(s) ,85',`(T-I"}� 3396 •,42.b^� n/a n/a �,,3 24 (3)5.5" 2.01E,LVL 74".(6=2") 2962' 4.2b n/a , nja 2• 25 (3)2x12 SPF#2(s) "98"j8'-2"}-,sO;:3942•- x,4.2:b:-.' rija rtja: 3'� 25 (3)7.25" 2.01,LVL "98",(8'-2"} 3915.^ 4.2:bx rr/a :zti/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.bw n/a, rija `3 27 (3)2x6 SPF#1/#2 58"(4'-10")j 2330'; A2,b n/a n/a' 2 27 (3)11.25" 2 OE,LVL ;152"(3.2',-8") 6103. 4'.2.b: n/a:,, n/a 3 28 (3)2x8 SPF#1/#2 74"(6'2,),^� 2954' '412:6 n/a n/a; 2 28 (3)12" 2 OE,LVL x'162"(13'-6•:} „6511 ,4:2.6•� nja> nja F 3.= 29 (3)2x10 SPF#1/#2 <90",(T-6"};•-, 3611 •412.6 .6/a �n/ 3- 29 (3)14" 2.OE,LVL ;;189"(35'-9")' `7613 '412:6' n/a." n/a 4 30 (3)2x12 SPF#1/#2 , 104"(8'$"); 4192, 4;2.6 n/a nja, 3 30 (3)16" 2OE,LVL '"216"(18'0"} 8720 4 z nja nja 4 A=LL=360,TL=240,CD=1.15 Wall Height=8 it Table Load=950 PLF 31 (3)18" 2.OE,LVL x'243"(20'4") 9831 ,412.6 n/a.. nja 32 (3)20" 2.OE,LVL '270"(22'$") 10941' "4.2.ti nja`:;� 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.v n/a"::�"nja..,:'n/a A=LL=360,TL 240,CD=1.15 Wall Height=8ft 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 Reaction stud Columns 3 First Floor stud Columns 3 No. Mems Species Max Span (lbs) Page# zxa SPF 2x4 SPF 2.6152X4No Mems Species/ Max.Span (lbs) Page# 2x4 SPF 2x45PF 2.6 PF Stud m/#2 #1/m stud #1#2 #1/#2 1 (1)2x4 SPF#2(s) ?L21"(1'-9") 762 ;.42.b A 1 li•" 1 (1)3.5" 2 OE,LVL 33"(2`=9") 1179 41.b 1 1 ,"'11. 2 (1)2x6 SPF#2(s) 31,11(Z-71-) Ilis, 4.2.b 1 1 1 2 (1)5 5" 2.OE,LVL 52"(4,'4') 1853 4.2.b 1 1 I 3 (1)2x8 SPF#2(s) , 39"'(3'-3") 1414• 42,b "1 I 1 3 (1)7 25" 2 OE,LVL ,.68"(S`$")• 2447 4.Zb 2„ ^, 2 1 4 (1)2x10 SPF#2(s) 48'.`(4`-0") 1726 42 6 .3, 1•^ 1 4 (1)925- 2.OE,LVL i:,87"(T=T,). 3123; 4.2.6 5 (1)2x12 SPF#2(s) 56"(4-8"), •`2004 4:2:b •t-`v 1 1" 1 5 (1)1125" 2 OE,LVL '>IO"•.(8'-10") 3791` 4:2.6 2 2 ,=•"2 6 (1)2x4 SPF#1/#2 22"(1`30"); 792 42.b , 1 1 1 6 (1)12" 2 OE,LVL 113"(9'-5"} 4027, 4.Ib- 2 2 2 '7 (1)2x6 SPF#1/#2 33"(2'-9"}; .1184 4.2.1b i ;1, ,1"x 7 (1)14" 2.0E,LVL �'I30"{SO'iQ'�} 4649 4.2.6•' 3 3 :,2 8 (1)2x8 SPF#1/#2 $ 42"(3'-6"), '1500 "-0.Zb `S•; i 8 (1)16" '2.OE,LVL 147."(12'=3"j: 5269 4.2.6' F 3•.," 3 ":11 2 9 (1)2x10 SPF#1/#2 ' Si"{4'-3") 1833' 4.2,6 1 1 1: 9 (1)18" 2 OE,LVL 164"(13'-8") $88,0 4.21 10 (1)2x12 SPF#1/#2 59"(4'-11'.') . 2129 4,2,b �1 I 1" 10 (1)20" 2 OE,LVL , 181"(15'-Y') 6488 4.2:b 3 3 F2, 11 (2)2x4 SPF#2(s) 30"(2'-6"); ;.1078 4,2.b 1 ,;" ,1' 11 (1)22" 2.0E,LVL ,198 (16'-6") ..7093." 4.2bu 4"=, '4 ".3 :w:. 12 (2)2x6 SPF#2(s) 44"(3'-8"} •1578 4.2.b 1 •i: ' 1 - 12 (2)3.5" 2 OE,LVL t 42"(3'•6") ;513 4.2.b, "1V;s � '1 � 2 13 (2)2x8 SPF#2(s) 56"{4$"f•• 2002 42.b I :1,:; '1 13 (2)55" 2 OE,LVL ^ 67"(Sr-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"(74") .,3150, 4,2.b 2, 2 1; 15 (2)2x12 SPF#2(s) z79"(6=7") ^. 2836" .„^4i2.b 2 ='2; ,1 r 15 (2)9.25" 2.OE,LVL 112"(9'=4''),' 4028' 4.2:6• 2 •? 2 Z 16 (2)2x4 SPF#1/#2 t '32"(21-8") ' 1146 4.2.b 1 1 1 16 (2)1125" 2.OE,LVL ! 137"(1;'-5") r 4904 4.1.b 3 3 2 17 (2)2x6 SPF#1/#2 -47"{3'•11") 1677 4,2.b I 1. 1 17 (2)12" 2 OE,LVL 1.46"(12'41) 5237 4.2.b '3_ '* 3 2 18 (2)2x8 SPF#1/#2 ' 59"(4'-11") 2127 4.2.b .�,1 1 i; 18 (2)14" ICE,LVL ;'170"(14'-27) 6117, 4.1b 3; ; 3 2' 19 (2)2x10 SPF#1/#2 ' 72"(6'-0"},i ,Z600> 4.2.6 >.!<Z Y2 s 1.`E 19 (2)16" 2.OE,LVL X195"(15'-3r') 7004: 4.2.ti`'- 4" 4 '52 20 (2)2x12 SPF#1/#2 . 84"(7'-0")i, 3014 42.b s'...2` -2,',• 1 20 (2)18" 2.0E,LVL 219"(18'=3") 7889 44.b 4 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 24,01(2041) 8777 4.2:6, 4 4 3. 22 (3)2x6 SPF#2(s) 2075 `.•416 '" nja n/a• " 1:" 22 (2)22" 2.OE,LVL ',268`(2214") „9672 42:b:<„, _5•._,, .5 3z,• 23 (3)2x8 SPF#2(s) ,73 (fi'-1")r" 2630 4.2,b ,ten/a n/a 1 ` 23 (3)3.5" 2.OE,LVL •49"(4!TVj 1750' • ,,2.(1: n/a "n/a 'T' 24 (3)2x10 SPF#2(s) 90"17.61') 3212 4,2.b 'n/a n/a 1 24 (3)5 5" 2.OE,LVL 77"(61-V) 2759. 42.6`^ n/a u".nA I 25 (3)2x12 SPF#2(s) ,,104"(S"=8"j:�'...3732 '4.2.6 .;nja ;n/a 2 25 (3)7.25" 2.0E,LVL ,;102"(8`-6"} 3847 4;1b' e/a.,u n/a '2: 26 (3)2X4 SPF#1/#2 • 42-'(3-41)•c%'"_:1506 ;'`'^42.6 nja n/a ., 1 ,5 26 (3)9 25" 2.OE,LVL :130"(10`-16"), 4661: 4.2-b3„ n/a-, ;;nja 27 (3)2x6 SPF#11#2 61".{S'd"): '2205 4-2,b n/a n/a 1 27 (3)1125" 2.01E,LVL 158"(13'-2"j• S683 4:2.b nja 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"(1N-0") 6067 4,2.b nja n/a 2 29 (3)2x10 SPF#1/#2 , 95"(T-11");,q:3418 4.Zb '91a, n/ac; 1 Y's 29 (3)14" 2 OE,LVL •:197".(16'-5"} 7095 4,2:6,' n/a n/a ,3 30 (3)2x12 SPF#1/#2 $ ;IO:'(9'-2') "'_3966 4.2:6 :<�.nja;" rt/a` 2 30 (3)16" 2OE,LVL "225"(18'-9") 812$• 4.2.6-` nja n/a y�•i A=LL=360,TL=240,CD=115 Wall Height=8 ft Table Load=850 PLF 31 (3)18" ICE,LVL 253"(21'=;") 916,2 4.2.b, n/a, x•n/a 3 32 (3)20" 2.OE,LVL 281"(23'=5"j 10204; 4.2.b, n/a 33 (3)22" 2.OE,LVL 309"(25'-9•') 11251 ;•412.6% F:n/a:•i? nja 4 A=LL=360,TL 240,CD 1.15 Wall Height=8ft Table Load 850 PLF 03107/2016 13.2.3.1.5.13 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VULT)Exp C,131(VuLT)Exp D Y Table'T'-Matewall Floor/Ceiling Members(W4): "Per Module" Table"K"-Matewall Floor/Ceiling Members(W4): "Per Module" 1st Fir.Clg./2nd Fir.Fir. Reaction Stud Columns' 1st Fir.Clg./2nd Fir.Fir. Reaction Stud Columns' Page# 2x4 SPF 2x4 SPF 2x6 SPF Page# 7x4 SPF 2x4 SPF 2x6 SPF No Mems Species Max.Span (lbs) No. Mem' t Species Max Span Jibs) Stud #1/#2 #1/#2 stud #1/#2 #1/#2 (1)2x10 SPF#2(s) a (1)9 25" 2.OE,LVL ,z 1 over 70"(5'-10") 2505: 5.2-IS is 2 2 ;e % 1 1 over 126"(10=fi"} 4507 52.ti (1)2x12 SPF#2(s) '" �; .<•; (1)11.25" 2.OE,LVL " (1)2x10 SPF#1/#2 - ' '" (2)9.25" 2.OE,LVL 5: 2 over 74"(V-2") 12661 $,2.b " 2 2 1 2 over -161"(33'-5") 5793 Si2.b 3 3 2 (1)2x12 SPF#1/#2 . (2)1125" 2.OE,LVL :, (2)2x10 SPF#2(s) ',. ,,•'F i (3)9.25" 2.OE,LVL 3 over 9B^{8'-3") r 3555 52.6:'-:?. ,2 2', 2<„ 3 over %'1a5"(iSs-5") >=�6717 :5.2.b n(a %"nJa' 2' (2)2x12 SPF#2(s) (3)11.25" 2.OE,LVL (2)2x10 SPF#1/#2 "' A=LL=360,TL=240,CD=1.15 Wall Height=8 ft Table Load=850 PLF 4 over 1054(8'-9") 3781 5,2.6'' 2• Z g{ 2 (2)2x12 SPF#1/#2 *;cu (3)2x10 SPF#2(s) 5 over 130'(10'40") 4686 5,2:6 n/a n/a 2 (3)2x12 SPF#2(s) " (3)2x10 SPF#1/#2 6 over ;;138"(ii,6"} ;..4989 5.2.b.. ;11A `K/arc 2" (3)2X32 SPF#1/#2 A=LL=360,TL=240,CD=1.15 Wall Height=8 ft Table Load=850 PLF 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VULT)Exp C,131(VuLT)Exp D Table"L"-First Fir.Fir.Girders(W6): "Per Module" Table"M"-First Fir.Fir.Girders(W6): "Per Module"-No Roof Load First Floor IReaction First Floor (W6-W2) Page# Reaction Page# No. Mems Species 1 Max.Span (lbs) No Mems Species 1 Max,Span Jibs) 1 (1)2x8 SPF#2(s) 32'•;(2'-8") 1715 4.2.c 1 (1)2x8 SPF#1/#2 ,39"(3'-3") 3",1402 4.1;b 2 (1)2x10 SPF#2(s) . 2092 4.2.c 2 (1)2x10 SPF#1/#2 3 (1)242 SPF#2(s) 4&""J3'-1Q"): '242* 4,2 c ; 3 (1)2x12 SPF#1/#2 ;55'.(4,-'1")< r 1984 4 (1)2x8 SPF#1/#2 84"(2'-10"')' 1822 4:2:c 4 (1)7 25" 2.OE,LVL G6!'(5'-6")' 2344 4.1.b 5 (1)2x10 SPF#1/#2 42"(3'-6") 2224 42.c 5 (1)9.25" 2OE,LVL 82"(fi'-10",) 2943 4.i.b 6 (1)2x12 SPF#1/#2 v. 49"{4'-1") 2582 4:2.c 6 (1)1125" 2 OE,LVL '99"(4=3")• 3535 ,4A.b 7 (1)7.25" 2 OE,LVL 58";(4'-20">) 3050,A 4.2.c:.,. 7 (1)14" 2.OE,LVL ;121"(10`-1-:') >'-4337 "AA b, 8 (1)9.25" 2 OE,LVL :', 73`;(6'-1".) 382$ A.2.C' 8 (2)2x8 SPF#1/#2 x S5"(4k-7) 1982, E 4.1:1 - 9 (1)1125" 2.OE,LVL 87".(T-3") 4595 4.2.c. 9 (2)2x10 SPF#1/#2 " 68"'(S'-8") 2425 �4',l.b 10 (1)12" 2 OE,LVL !3T'(T-9") 4878 4.1ca 10 (2)2x12 SPF#1/#2 78!`(6'-6") 2813 ,4.1.b . 11 (1)14" 2.OE,LVL I0Z"'(8'-11"}. ;S633 4,2.r 11 (2)7 25" 2.OE,LVL 88"(7-41$ 3150' -Alb 12 (1)16" 2.OE,LVL 1225','J1q'-2") 6383 •4.2.cc�� 12 (2)9 25" 2.OE,LVL '112"(9'=4")�', 4028:,u`4:S:b•- 13 (1)18" 2.OE,LVL 136"•(11«3") :7121 4.2.c, 13 (2)1125" 2.13E,LVL 5 137"(11'-5'!) 4904 ` ,4.1:b• 14 (1)20" 2.OE,LVL ISO"(12`-6") 7860 4.2,¢ 14 (2)14" 2 OE,LVL 170"(14'-V). 6117 • .I.b 15 (1)22" 2 OE,LVL 164"{13`-8") '8593 4,2.c SS (3)2x8 SPF#1/#2;'73"(6`-L") 2607 .4.1& 16 (2)2x8 SPF#2(s) 4fi"(3=10"� # 2426-- 4:2 d 16 (3)2x10 SPF#1/#2 89"(7'=5')<,;L:3186±' 4.1.b 17 (2)2x10 SPF#2(s) .S6"(4'-8"), ;�2961;, 4i2.c � 17 (3)2x12 SPF#1/#2 "",103"J$'7")`�,• 3699E, 4.1.b- 18 (2)2x12 SPF#2(s) 65"(5-5") 3434; 4.2.c 18 (3)7.25" 2 OE,LVL 102"(8'-6")- 3647 •�4.1.6 19 (2)2x8 SPF#1/#2 49".(4'-1'") 257.7 4.2.c 19 (3)9 25" 2 OE,LVL 130"(10'40") 4661 4,1,b 20 (2)2x10 SPF#1/#2 60""JS'=0") 3351'. 4.2.c• 20 (3)11.25" 2.OE,LVL 1S8"(:Lw-2"),4 5683 4,i.b- 21 (2)2x12 SPF#1/#2 69""(5'3") ., 3656,,. 4.2 c•, 21 (3)14" 2.OE,LVL -397"(16:-5");<;7095 4.1 b 22 (2)7.25" 2.OE,LVL 77'"(63"), '.4028, 4.2.c d=LL=360,TL=240,CD=1.0 Table Load=850 PLF 23 (2)9.25" 2 OE,LVL 98"(8'-2") k 5144 4,2,c 24 (2)1125" 2.0E,LVL 119"(9'-11") '6268 4.Zc Table"N"-First Fir.Fir.Girders(W6): "Per Module"-No 2nd Fir.Load 25 (2)12" 2.0E,LVL 127"(10'4")' ,16686. 4.2 c First Floor Reaction (W6-W4) 26 (2)14" 2.OE,LVL i 148"(12',=4"} '786, 4.i. ' No. Mems Species 1 Max.Span Jibs) Page# 27 (2)16" 2.10E,LVL 170,-(14!-2-) 89B6 4,2 r 1 (1)2x8 SPF#1/#2 '57"(4'-9") ;961 's 4.1.a ' 28 (2)19" 2.OE,LVL 191"(15'-11") 10063, 4.2.c 2 (1)2x10 SPF#1/#2 70"(5'-10")'<; 1176 4,1:a 29 (2)20" 2.OE,LVL 211"(1T 7") 11146 4,2,c 3 (1)2x12 SPF#1/#2 81"(6-9") ",,, 1365 4.La 30 (2)22" 2 OE,LVL .231'(IT-3").. 12188' • 4.2.c 4 (1)7.25" 2.0E,LVL i 90"(7=6:'),y`'' 1517 4.1:a„ 31 (3)2x8 SPF#2(s) 60'•'(5'-0"j: '`31ST 42.c; 5 (1)925- 2.OE,LVL x?215"(9'-7"') .1939 4.1.a 32 (3)2x10 SPF#2(s) 7*'(6'-2*') 389fi 4.2.c' 6 (1)11.25" 2 OE,LVL 14&1(31=8") 2362 4:La 33 (3)2x12 SPF#2(s) &'(T-2") 4516' 4.2.c 7 (1)14" 2.0E,LVL X174"(14'41") -2944 4:1.a 34 (3)2x8 SPF#1/#2 64`."(5'4") :3385 4.2.c: a (2)2x8 SPF#1/#2 81"(6`-8"j. "'-1364 4,1.a 35 (3)2x10 SPF#1/#2 1 78-�'(6'-6") 4138 4.2.c;', 9 (2)2x10 SPF#1/#2 k,98"(a=2"), .1667 s 4aa 36 (3)2x12 SPF#1/#2 9T'(7-70 '` ) .,4804 4,2;c. ' 10 (2)2x12 SPF#1/#2 5;;114`(9'-6") 1436, 4:1::a 37 (3)7.25" 2 OE,LVL 89"(T-5") 4671 42.c 11 (2)7 25" 2.OE,LVL 115"(9'-7") 1945 4.1.a 38 (3)9.25" 2.OE,LVL 113:'(VmS") 5968 4.24 12 (2)9 25" 2.OE,LVL 's'147"(12'-3") 2489 4,1.a 39 (3)1125" 2.OE,LVL 138"(11'-6"} 7264• 4.2,c 13 (2)11.25" 2.0E,LVL 4"178"(14'40")i�„,3037 A'I a 40 (3)12" 2.10E,LVL 141•(12'=3"j ;,7754 4.1i&`, 14 (2)14" 2.OE,LVL 222"(1j ,3795 41 (3)14" 2.0E,LVL 172;'(i44-)` . 4,2:c, , 15 (3)2x8 SPF#1/#2' 106,(8'-10") ';1795 4.t-.a42 (3)16" 2.OE,LVL 196 -4 "(16' ") 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"(12'-5") 2552 ;4.1:a 44 (3)20" 2 OE,LVL :.245',(20=5") 13007' 4.2.6. 18 (3)7.25" 2.13E,LVL 13Y.'(11'-0") x'2250` '4.1.a, 45 (3)22" 2 OE,LVL si27VN22-6") 14330.;;` 4.2.c; 19 (3)9.25" ZOE,LVL a469"(14=1") 2884 24.1'.a• A=LL=360,TL=240,CD=1 15 Table Load=1250 PLF 20 (3)1125' 2.0E,LVL 5.205"(17t 1:').' 3525 '4.1.a 21 (3)14" 2.OE,LVL 256"(21=4") 4414 -4.1:a A=LL=360,TL=240,CO=10 Table Load=400 PLF 03/07/2016 13.2.3.1.5.14 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"Q"-Matewall Headers and Girders(W4-W2): "Per Module" First Floor Reaction Stud ColumnsFirst Floor Reaction Stud columns' No. Mems Species Max.Span (lbs Page# 2x4 SPF 2x45PF 2x6SPF S t Page# 2x4 SPF 2x4 SPF 2x6 SPF stud #1#2 #1/#2 No Mem Species Max Span (lbs) stud #1/#2 #1/#2 1 (1)2x4 SPF#2(s) 27',(V-S") -y517 4,1,a -1 I,", 1 1 (1)3 5" 2.OE,LVL i• R1"•(3"-S")-` 735 ,'4.1.a 1` 1 1 2 (1)2x6 SPF#2(s) 40"(3'-4")- "759" 4.1.i 1 1,r•:" 1 2 (2)5.5" 2.012,LVL ;;,85 (5'-5') ;,1238• 4.1a, 1 I,..".. 3 (1)2x8 SPF#2(s) ,ST'(4'3")• 960 4.1.a 1 $ 1 3 (1)7 25" 2.012,LVL X86"(7-2"J 1634 4:La 1 1 1 4 (1)2x10 SPF#2(s) :62"(S'-2") 1174 4,i a 1 A 1 4 (1)9 25" 2.OE,LVL ].10"(9'-2") 2089 5 1 (1)2x12 SPF#2(s) 72"'(6'-0':) 1361 4.1.a 1. . :1., -,1 5 (1)1125" 2.OE,LVL ,134"(Si`-2`.') 2543 ,y` 4.1,a 2' ,2 1 6 (1)2x4 SPF#11#2 .29":(2'=5•') .,>„551•” 4.La ;e1 ,.,1- ,;,1, 6 (1)12" 2.OE,LVL Y143"{li`-il") 2715 `4:1ta 2',,..,"' 2• L" 7 (1)2x6 SPF#1/#2 42"(3i-6") X804' 4.La.* 'i� "�.x1> 11 7 (1)14" 2 OE,LVL Z,166"{33=10")'°8162 -4.i.a 2` '`, 2 :1 , 8 (1)2x8 SPF#1/#2 54'•'(4'6"}• 1020 4.1.a i 1 8 (i)16" 2 OE,LVL 188"(15"-8") 3583 "41.a 2 2 2 9 (1)2x10 SPF#1/#2 66"(5'-6") 1247 4.Lo 1 1l. 1 9 (1)18" 2.OE,LVL ; 210"(17'0);- 4003 5.4,1.4, 2 2 2". 30 (1)2x12 SPF#1/#2 76"(6'-4") 1446 4.La , 1 1. 1 10 (1)20" 2.OE,LVL 232"(19'4"), 4417 4,1:a 2 2 r 2 11 (2)2x4 SPF#2(s) .38"(3'-2") ^``x732' 4,1.a .1 T-; 1 11 (1)22" 2.012,LVL [`,253"(21=1"): ,4833- `4:Sia 3:, 12 (2)2x6 SPF#2(s) 56"'(4'-8") ;1073. 4,La i 1 r'` '1 12 (2)3.5" 2.OE,LVL C r53"(4'-5") 1005 4.1:a" 1 I^ " 2 13 (2)2x8 SPF#2(s) 71"(5'41") 1368; 4J,a 1 1 1 13 (2)55" 2.012,LVL 83"(6'-11") 1586 4:1.a 1. 1. 1 14 (2)2x10 SPF#2(s) 8711(7-3") 1663,. 4,1,0 1 1 1 14 (2)7.25" 2.OE,LVL :110"(9'-2") 2097 4.`1.0 1 "„ 1 1 15 (2)2x12 SPF#2(s) 101".(8'-5") 1929,, 4.1,a 1_ i 1 15 (2)9.25" 2.OE,LVL 141"(Si`-9") ,,2682 ` 4.1.a .2,,.�, 2' 16 (2)2x4 SPF#1/#2 41"•{3'-S") 2,778` 4:La,', '1 1+'•" 1 16 (2)11.25" 2 OE,LVL "171"'.(143")- 3270 „`'k1Fa 2u•_;.,,2 r h. 17 (2)2x6 SPF#1/#2 66",(VO') 1140' 41.a ^• 1 1' "' 1 17 (2)12" 2 OE,LVL x.183"(15'=3" .3494. 4.tfa Z"' '.F,2 v 38 (2)2x8 SPF#1/#2 76"(6'-4") ;1446 4.3-a 1 1 1 18 (2)14" 2 OE,LVL x•,213",(17'0") 4086 <4.1-a 2 2 2 19 (2)2x10 SPF#1/#2 93"(7'-9") '1,768 4,1.2 1 1 1 19 (2)16" 2 OE,LVL k244"(20'=4')' 4683• 44.8 3 3 2' 20 (2)2x12 SPF#1/#2 ; 108";(9'-0")_ ,'2053 4,1,6 1 1, 1- 20 (2)18" 2.OE,LVL "2274"(22=10") .5285• :4.1.a 3� 3 2' 21 (3)2x4 SPF#2(s) 1,.;51"(4'-3' ss 962:, - 4.i.a „Y��nja rr/a'- 1- 21 (2)20" 2.oE,LVL c.305"(25'-5"},• 5888: '34.1.a• 3`? B 21-., 22 (3)2x6 SPF#2(s) 74"(6!4-) ' 1410- 4.La "`s ala n/a•:' 1 22 (2)22" 2.OE,LVL 335"(2T-11:'7" "6494 4.11 3• '3. 2 23 (3)2x8 SPF#2(s) 944"(7`•10") 1789 4,1,a,'S. n/a n/a_ 1 23 (3)3.5" 2.OE,LVL `61"(5`-i") '1159 4,:S.a n/a n/a 1' 24 (3)2x10 SPF#2(s) 115"(9'7") 2189. 4,1:3 fila n/a' 1 24 (3)55" 2.OE,LVL '96"(8`-0",J r�1831 - 41.a nfa 'n/a 1,1,; 25 (3)2x12 SPF#2(s) 133"(11'-1"} :2542 41.a,., n/a_ ,fila„ 1 25 (3)7.25" 2 OE,LVL , 127",(10';7")x;.2423 n%a 1•�." 26 (3)2x4 SPF#1/#2 •k54"`(4'=6") '1024 4.1a —,,n/a n/a ti/3<',"=1 26 (3)9.25" 2.OE,LVL •.162""(13`=6"}, ;,3106 �41.r ii/an/a 27 (3)2x6 SPF#1/#2 79"(i'-7") 1500 4t' 4,3-ar " n/a n/a': ,1 27 (3)1125" 2.012,LVL ; 197"(16`.-5"}; ' 3794 `4a:a fila n/a 2 28 (3)2x8 SPF#1/#2 100",($'^4") 1902 4,1.a n/a n/a 1 28 (3)12" 2 OE,LVL "210"(17.6) 40524.1ta n/a n/a 2 29 (3)2x10 SPF#1/#2 122"(10'-2') 2327' 4,1,a n/a n/a 1 29 (3)14" 2.OE,LVL 245"(20'-S") 4748 ..4.1.a• n/a 0/0 2, 30 (3)2x12 SPF#1/#2 ;14V(11`-9") 270S•, 4,La� .,n/a n/a�• .1. 30 (3)16" 2.0E,LVL x;280"(:W-4") ,5450.;,, :411,a rtla 'p!a•, Z•, yr,.< A=LL=360,TL=240,CD=10 Wall Height=8 ft Table Load=450 PLF 31 (3)18" 2.012,LVL ;13L5"(26`.--3"} 6156 4,1:a. fila n/a•. 2• 32 (3)20" 2.0E,LVL ;`36b"(23`-3"} 6869' 44'La n/a nA .2•v 33 (3)22" 2.OE,LVL 386"(32'-2"} 7588 4.2-a . n/a. n/a 3 A=LL=360,TL=240,CD=1.0 Wall Height=8 ft Table Load=450 PLF 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,130/142(VAso/VuLT)Exp C,131(VuLT)Exp D • NO ROOF LOAD TRANSFER(W4-W2) • Table"11"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" Table"S"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" 1st Fir.Cig./2nd Fir.Fir. Stud columns 3 1st Fir.Clg./2nd Fir.Fir. Stud Columns 3 Reaction Reaction s Page# 2x4 SPF 2x4 SPF 2x6 SPF S t Page# 2x4 SPF 2x4 SPF 2x6 SPF No. Mem Species Max Span (lbs) No. Mem Species Max Span -(lbs) Stud #1/#2 #1/#z stud #1/#2 #1/#2 (1)2x10 SPF#2(s) (1)925 2 OE,LVL ' 1 over 89"(T-S"j 1704. S.LO 'I 1, 1 1 over 157"(13'-1") .3003 •S,i.a' 2r' ;'2 1 (1)2x12 SPF#2(s) -'=c .F ; (1)1125- 2.012,LVL n�< (1)2x10 SPF#1/#2 (2)9.25" 2.012,LVL •' ' 2 over 95"(7'=17") 1814 S,i,a j 1 1 1 2 over 2o0"(16'$}',F`3869 5:1.a. 2 21 2 (1)2x12 SPF#1/#2 (2)11.25•' 2.0E,LVL (2)2x10 SPF#2(s) i , ;. <• . ;;d d.xy:' ti; (3)9.25" 2.OE,LVL ` ' •;,"=� y 3 over 126"(10 6). 2429 5.1a' ,2:, .,£2,"i 1 3 over ;'230"(19'-2"j 4508 e "'Saa rtfaE FnJa 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=8 it Table Load=450 PLF 4 over ;134"(11'=2") 2588 S.La `` .2 2 1 (2)2x12 SPF#1/#2 " t a (3)2x10 SPF#2(s) 5 over 166"(13'-10") 3214; S.L3 n/a n/a 1 (3)2x12 SPF#2(s) (3)2x10 SPF#1/#2 6 over i76',',(14'-8°), 3429 5.1,3: n/a ,rt/,a 1, (3)2x12 SPF#1/#2 A=LL=360,TL=240,CID=10 Wall Height=bit Table Load 450 PLF 03107/2016 13.2.3.1.5.15 ' A This is a beta release of the new ATC Hazards by Location website,Please contact us with feedback. Hazards by Location Search Information Address: 665 Moose Trail,Cutchogue,NY 11935,USA Coordinates: 41.01856100000001,-72.46546599999999 Timestamp: 2018-05-21T14:07.03 998Z Hazard Type: Wind Mao Results ��•�;" ° oa, - � ,= � ^- °.,""�T�°ij°3.�iajE4?pSj�`}i�r+�3,.'r ./ ». _. � ° „•. „; „.._. _.;.....; ,- ,x -.-"�"_, FugueV3neya:cfw ' 30ft ,EIE d a r zx; Cptchogues a # a is' IYpctt?Ftirk Cguntry:Ciubn '... ,nv d M< __...:z_.'..",.,.. :..._.v._ a,__"..<°.. .� ?P,:_ ,.t9�e Text Results ASCE 7-16 MRI 10-Year -_•--------- „-„_„ ---------------___..........__..____.._.._..__.___--_.-----------.---------.--------- 76 mph MRI25 Year ..........................».............,...................................................,..,....................».»..................................._...... 87 mph MRI50-Year ..................„._„._..__.__.______.„_.._.._._.„...__.___.__.___._.._..._,„_,__..._.__..,._...„..„.._..„..- .........................„.._.._..„__„__"___._.__..„ 99 mph MRI 100-Year _•• --------•--------------- -„ 106 mph Risk Category I ---------w..„..___.___.--------.._.._-..__....__,__..__.------ --------_- 120 mph Risk Category II _______ --------."_.._.._..._....................__.. 128 mph RiskCategory III ...^w^__^.......... ...............-____..-•„---------------_••--•• „_•--.._..----------- ................_._......_-__ „-„ --------- A 137 mpn If the structure under consideration is a healthcare facility,you are in a wind-borne debns region.If other occupancy,use the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris region Risk Category N ____------____----__-----_----------_----- A 142 mph You are in a wind-borne debris region. ASCE 7-10 MRI10-Year ....................„_.._._.___.___....__._,..„._.___._.____."_.._.._„._.._..__ 80 mph MRI 25-Year _._ 90 mph MRI50-Year -„^„--------------- ---------..._----------------- 100 mph MRI100-Year „__------------_____-------_------------________ _________.__ p ...................................................................•---_____._--, 110 mph RiskCategory I -------•--------------------------------------------_----------•-----------------_--------------------------____--------------_---------• 125 mph RiskCategory II ........................................------.........---_._--__. _.�,.,„._._ ---------- ------_.._.___..__. A 136 mph You are in a wind-borne debris region if you are also within 1 mile of the coastal mean high water line. Risk Category III-IV ___..._______________________........ -------_.-------------.._._._ A 146 mph If the structure under consideration is a healthcare facility,you are in a vAnd-borne debris region If other occupancy,use the Risk Category 11 basic wind speed contours to determine if you are in a wind-borne debris region. ASCE 7-05 ASCE7-05 Wind Speed .......... .................—-----------—---..-....._..—... -----------------_......._..---------------.-_._._...—._------------- A 121 mph You are in a wind-home debris region The results indicated here DO NOT reflect any state orlocal amendments to the values or any delineation lines made during the building code adoption process Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher.NOTE For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. While the information presented on this website is believed to be coned,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The matenal presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. •' 0 • • • • .V? r xs ire. . '��t 7th€` *3 - x�<3t'�� �e y!r? �, '�, • 1l v v.. 1 i � F { '•t r trr _kit TV -y F l j A � �� �.. � �"� y�-}'�1 thy• y �.,� �'`; spas( �•i',r'�:, � � "`� ' �',�L. N {� �n �' � •1 �� M y. �r�'M E < �'J{� ZJI iii F^ 'Jy +r> y f � s s ^$ bbb IVIQ,OSe,Trai!} -x ',;.-; ,t 1 .�.:• prjv 1 y °� • kt�t'".f+� j ay .a`.a .%.y y^' `,t 6 � .�� l' r ),y,,. dfJ r t -.. &. :.i � .v �` o d 47«1!�1+� ,.,g 1�•._. "�t•�.... '� ,..'�: +. t. < �'l:, i.n � -.�{. :�.� `IG �'fv" ,y"�{ 5.�� •. �.{4 y i., '� ffx. - xr=k. ..F� + r� t r t E xY tv � a 1,. �i v r• f e z4� F si +r z }y"' x^ �,.t. .a ir: ✓"' •� ^ t wpm i w > U ^ 1w �r Y ; y ys .,.•� �. « tl as' x'. '>~ 7✓�. ..y � ��c' z �T"'" .._y �� 'r�S� ,.� �1 k� s ��+ .��t.� r. + 6:.�-� � �. .t. � n1t.� °• � � .rt est C'.- 19 _ .ie• s 3... r 11 �# �", •� 4�si.` fps#��; " ,,,,��:e. �,�.; � s.: t ,..' ' T QQ��G �rti k' Jr rya ..w x • ;- I..,.���i�'"k����� � `x.. .i fir':i'.4�''� ��,�� 3:�"^.... ��,-,. �.` ,� ..t- ,#3'�'•' •"''�. >�_.:�.'..:,. k. yn, '4 " DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROS TELEPHONE: 518 474-4073 SECRETARY RO STATE OF STATTATE VWVW DOS.NY.GOV October 20, 2017 Mr. Richard Bird Director of Engineering Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 RE: SYSTEM APPROVAL MODIFICATION NUMBER: M1387-2017-123 Dear Mr. Bird; In reference to your application for system modification received September 21, 2017; to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwel I!ngs(Town houses) System of Models designated M1387-2017-123 is hereby approved to allow construction in compliance with the NYS 2017 Uniform Code Supplement and the 2015 IRC. This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until October 20, 2019 unless sooner revoked, and is subject to renewal at that time. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 90 PSF Seismic Design Category: B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section R301.2(2) Basic Wind Speed: 115 mph to<140 mph Vult Wind speed >140 mph will require engineered design. Individual proiects located in reckons having a basic wind speed of 140 miles per hour or greater will require an individual model be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) . Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions" and "Non-Hurricane Prone Regions." 1. The manufacturer will submit a monthly report summarizing (listing) all permit sets with information about project location, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and, specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the system set of plans and specifications approved and on file with the Department of State, which were approved on October 20, 2017 under Systems number M1387-2017-123." jl, NEWYORK STATE Of Department OPPORTUMTY. of State Page 1 of 3 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 2015 IRC,and the NYS 2017 UCS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-2010 design standard. Individual permit plan sets shall provide the following information: Cover Sheet which provides information on: • The project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State. • The Occupancy Classification and Type of Construction. • Applicable general notes • Index of drawings • Manufacturer's title block • Verify the intended foundation type;and height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2015 IRC Section R302 "Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6 "Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure First and Second Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and egress window locations • Location and amounts of wall bracing based on Table R602.10.1 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &D2° • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location of required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Applicable project specific notes Page 2 of 3 Building Elevations showing: • Floor to floor wall heights • Finished grade line and distance to 1st finished floor to show need for compliance with R313.5 for automatic sprinkler system • Building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items (stairs, landings, handrails, lighting, etc.) • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes • Potable water supply piping • HVAC equipment and duct sizing information • Heat loss calculations upon request Miscellaneous Plans and Details showing: • Non-typical details and design calculations for(prow roof, dormer framing, cantilever beams,wind columns, thrust beams, etc.) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the New York State 2017 Uniform Code,(2015-IRC & NYS-2017-UCS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available at: http://www.dos.nv.nov/DCEA/pdf/insigniaofApprovalOrderFormDOS 1962.ndf.. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, AdC66.-. John R. Addario, Acting Director Division of Code Enforcement and Administration Enclosures: Five (5) revised sheets containing NYS stamp of approval cc: Richard Wenner, PFS Corporation, 2877 Skatetown Road, Bloomsburg, PA 17815 (via e-mail) Page 3 of 3 REScheck Software Version 4.6.4 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 a licensed Professional Engineer, to alter this item in any way. ,' ILLI Project #32598_000 Oob_S/N) a� .fin- rv®k s M`nx e6"p Energy Code: 2015 IECC Location: Suffolk County, New Yorkbu Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,200 ft2 Glazing Area 13% Climate Zone: 4 (5999 HDD) Permit Date: 06/07/18 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Sirico Builder: Island Holding 4 LLC John Koehler 665 Moose Trail Muncy Homes, Inc. Cutchogue, NY 11935 1567 Rt442E Huntington Station, NY Muncy, PA 17756 MMINNEEM Compliance- 7.6%Better Than Code Maximum UA: 384 Your UA: 355 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- Gross:Area Assennlily�';; or, U-Factor,' UA Ceiling 1: Flat Ceiling or Scissor Truss 1,100 50.0 0.0 0.026 29 Wall 1:Wood Frame, 16" D.C. 2,531 21.0 0.0 0.057 119 Window: 3-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 23 0.290 7 SHGC: 0.25 Window: 17-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 265 0.290 77 SHGC:0.25 Window: 1-35 x 36 SL Csmt:Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.260 2 SHGC: 0.20 Window: 1-1/8x3/2-3 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 19 0.290 6 SHGC: 0.25 i Window: 2-5/11x2/0 SL Awn:Vinyl/Fiberglass Frame,Triple Pane with Low-E 25 0.260 7 SHGC:0.20 Door: 1-32 x 80 9 Lite: Solid 19 0.350 7 Door: 1-64 x 80 2 Sidelites: Solid 38 0.270 10 Door: 1-72 x 80 Vinyl SGD: Glass 40 0.280 11 SHGC:0.34 Wall 2: Wood Frame, 16" D.C. 348 13.0 0.0 0.082 27 Comment: bsmt walls Door: 1-30 x 80 Blank: Solid 18 0.200 4 Comment: bsmt level stair area Project Title: #32598_000 (job_S/N) Report date: 06/06/18 Data filename: OAPremier Data\REScheck 32000\32598.rck Page 1 of 10 L Gross Area Cavity Cont. . Perimeter Floor 1:All-Wood Joist/Truss, Over Unconditioned Space 1,042 19.0 0.0 0.047 49 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 4.6.4 and to comply with the mandator ,requirr ienS5 listed in the RES,h 1fA Mar l 11111�exxyee Darryl Mincemoyer kmincemoyer Name-Title Signature `6`ate01$ 6.0 a ; - OCT 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. 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. N IJ it1 06/07/18 Project Title: #32598_000 (Job_S/N) Report date: 06/06/18 Data filename: O:\Premier Data\REScheck 32000\32598.rck Page 2 of10 REScheck Software Version 4.6.4 L Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section plans."Verified Field Verified # Pre-Inspection/flan Review Complies?, Comments/Qssumptians" &Req.lta Value Value•.. 103.1, ;Construction drawings and - ❑Complies ; 103.2 ;documentation demonstrate °a Y" "' _i °. ❑Does Not [PR1]1 energy code compliance for the ^; . 'a 1E]Not Observable ,building envelope.Thermal envelope represented on ❑Not Applicable !construction documents. 103.11 ;Construction drawings and :" I❑Complies ; 103.2, documentation demonstrate sa 3. `&:= []Does Not 403.7 a energy code compliance for '`, „• �"�' ; PR3 1 lighting and mechanicals stems. l° 6 ;:' • ❑Not Observable , Systems serving multiples :5 ;a `= ;f ❑Not Applicable dwelling units must demonstrate J;` 3 ;compliance with the IECC ;Commercial Provisions. 302.1,; Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7` 'sized per ACCA Manual S based 1 Btu/hr Btu/hr ❑Does Not [PR2]2 _ on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable . Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable I , , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) [3,1 Low Impact(Tier 3) Project Title: #32598_000 (job_S/N) Report date: 06/06/18 Data filename: O:\Premier Data\REScheck 32000\32598.rck Page 3 of10 tibn -`# Foundation Inspection Complies? g CommentslAssuinptiians; 343.2.1 A protective covering is installed to ;LlComplies [FOIIF protect exposed exterior insulation :ODoes Not s and extends a minimum of 6 in. below O grade. ; NotObservable s :❑Not Applicable 403.9 Snow-and ice-melting system controls;E]Complies [FOi2]2 installed. ;E]Does Not bNot Observable X, : Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low impact(Tier 3) Project Title: #32598_000 (Job_S/N) Report date: 06/06/18 Data filename: O:\Premier Data\REScheck 32000\32598.rck Page 4 of10 E 'l tion � ° ._ � - ,� Plans Verified Field Verified Framing/Rough-In Inspection Volae. Val�ie.., Complies? Comments/Assumptions eD 402.1.1, )Door U-factor. ; U- ; U- :❑Complies iI See the table for values.nAssemblies 402.3.4 ' ❑Does Not FRl] [ 1 � ;❑Not Observable :❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ; ;❑Not Observable 402.3.6, ; 402.5 i ; E❑Not Applicable [FR211 t i i i I 1 1 303.1.3 ;U-factors of fenestration products `° $ w• a J❑Complies ; 1 ;are determined in accordance `' $ ° _= ` [FR4] ❑Does Not !with the NFRC test procedure or s f ;taken from the default table. fr;z _ P❑Not Observable ; ! T]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier =t -'❑Complies [FR23]1 !installed per manufacturer's ; :d ;r �• ❑Does Not I instructions. ,- Yy ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built `; ` '' °❑Complies [FR20]1 :is listed and labeled as meeting `3 []Does Not AAMA/WDMA/CSA 101/I.S.2/A440 .. or has infiltration rates per NFRC <`6 ❑Not Observable ; ❑Not Applicable 1400 that do not exceed code '•: pP 1 limits. ¢_ 402.4,5 ;IC-rated recessed lighting fixtures :=z; «` $ ]❑Complies ; [FR10 " I sealed at housing/interior finish $`. - _ ❑Does Not !and labeled to indicate s2.0 cfm ;leakage at 75 Pa. ;'; v " ❑Not Observable $°:� •` ❑Not Applicable 403.2.1 ;Supply and return ducts in attics - d []Complies ; [FR12]1 !insulated >= R-8 where duct is r:: w El Does Not !>= 3 inches in diameter and >= ' R-6 where< 3 inches. Supply and µ` :•` ❑Not Observable ; a. return ducts in other portions of ,`•;`, s,,ro;: N �� ❑Not Applicable lthe building insulated >= R-6 form -h.` °q9• t . !diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ! 's 0o 403:3:3.5 ;Building cavities are not used as ;; ;❑Complies ; [FR15]3 'ducts or plenums. _ e ,' ❑Does Not is ❑Not Observable ❑Not Applicable , 9 403.4` iHVAC piping conveying fluids R- ! R- ;❑Complies [FR1712 !above 105°F or chilled fluids ! ! !❑Does Not :below 55 °F are insulated to?R- ° 3. ; ;❑Not Observable ; :[]Not Applicable Ti, -f ,. 403.4.1 ;,Protection of insulation on HVAC r%❑Complies ; [FR24]1 3piping. w, ;❑Does Not ❑Not Observable f ❑Not Applicable 403.5:3 ;Hot water pipes are insulated to R- ;�R- i❑Complies ; []FR18]2v ?R-3. I ! ;[:]Does Not = ;❑Not Observable ❑Not Applicable 463,6~ ;Automatic or gravity dampers are A'= 5 ;-` ° max. .'❑Complies ; [FR19]2 1 installed on all outdoor air y°a p _ :i °3 -°. m❑Does Not intakes and exhausts. µ ' ❑Nat Observable _;❑Not Applicable 1 I High Impact(Tier 1) "2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32598_000 (job_S/N) Report date: 06/06/18 Data filename: O:\Premier Data\REScheck 32000\32598.rck Page 5 of 10 Additional Comments/Assumptions: 1- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 31Low Impact(Tier 3) Project Title: #32598_000 (Job_S/N) Report date: 06/06/18 Data filename: O:\Premier Data\REScheck 32000\32598.rck Page 6 of 10 - insulation Inspection Comm,ents/Asstimpt!" - value Vilu is 303.1 All installed insulation labeled IE]Does Not tIN13F or the installed R-values ble IONot Applicable 402.1.1, Floor insulation R-value. R- R- :E]Complies See the Envelope Assemblies ;[I table for values. 402.2.6 Wood Wood Does Not E] Steel Steel tlNot Observable E]Not Applicable 303.2, ;Floor insulation installed per JE]Complies 402.2.7 manufacturer's instructions and TIDoes Not [IN211 in substantial contact with the 1E]Not Observable 0 underside of the subfloor, or floor A on is i A []Not Applicable :framing cavity insulati contact with the top side of IWX 14, :sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing 402.1.1, iWall insulation R-value. If this is a: R� FL-_ :E]Complies See the Envelope Assemblies 402.2.5, !mass wall with at least:lh of the E] Wood Wood 'E]Does Not :table for values. 402.2.6 !wall insulation on the wall [—] Mass E] mass :[]Not Observable [11\13�1 !exterior,the exterior insulation !requirement applies (FR10). E] Steel 0 Steel ;E]Not Applicable 303.2 ,Wall insulation is installed per OComplies 'E]Does Not [IN411 manufacturer's instructions. E]Not Observable E]Not Applicable AdditiomaKCommments/Assummptionm: 11 High Impact(Tier 1) 2- Medium Impact(Tier 2). [3-1 Low impact(Tier 3) ` Project Title: #335Q8_OOU (job_S/N) Report date: 00/06/I8 Data filename: OAPrennierOata\RE5check32UUU\325Q8.rck Page 7ofl8 ' n Plans Ybrifled Field Verified - ,E]Complies See the Envelope Assemblies :table for values. 402.2.1, EJ Wood El Wood :ElDoes Not 402.2.2, EJ Steel Steel 402.2.6 ;E]Not Observable 'ElNot Applicable 303.1.1.1, ;Ceiling insulation installed per fElComplies 303.2 manufacturer's instructions. lElDoes Not EF1213 ;Blown insulation marked every E]Not Observable 1300 ft . "]E]Not Applicable 402-2.3' lVented attics with air permeable IE]Complies [F127]2 I insulation include baffle adjacent T]Does Not Ito soffit and eave vents that t. ervable I extends over insulation. IE]Not Obs 'IE]Not Applicable 402.2.4 j Attic access hatch and door R- R- ',E]Complies EF1311 Hnsulation �:R-value of the ;[]Does Not !adjacent assembly. :E]Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 Ecomplies [FI17]1 lach in Climate Zones 1-2,and ElDoes Not <=3 ach in Climate Zones 3-8. :E]Not Observable UNot Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 'ElComplies <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in :E]Not Observable !tests,verification may need to UNot Applicable !occur during Framing Inspection. 403.3.2 1 Ducts are pressure tested to [F12711 determine air leakage with ft2 ft2 Tboes Not !either: Rough-in test:Total :leakage measured with a E]Not Observable !pressure differential of 0.1 inch :ElNot Applicable I w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a !pressure differential of 0.1 inch w.g.across the entire system includ"ng the manufacturer's air handier enclosure. 403.3.2.1 1 Air handier leakage designated 10complies M2411 !by manufacturer at<=2%of E]Does Not :design air flow. rvable "�,E]Not Applicable Programmable thermostats 403.L1 ElComplies [FI91? installed for control of primary E]Does Not heating and cooling systems andl. able initially set by manufacturer to code specifications. 4'��'E]Not Applicable 40112 1 Heat pump thermostat installed 10complies EF11012 on heat pumps. ElDoes Not 'E]Not Observable E]Not Applicable 403.5.1 Circulating service hot w"', Z` Elcomplies [F11112: systems have automatic or E]Does Not accessible manual controls. I 'ElNot Observable IE]Not Applicable I I High Impact(Tier 1) 2, Medium Impact(Tier 2) Low impact(Tier 3) Project Title: #32SQ8_OUU (job_S/N) Report date: 06/06/18 Data O|enarne: O�\PrennierOata\REScheck32UOO\335Q8.nck Page 8oflO ' Pla ^s V6 - 403.6.1 All mechanical ventilation system ElComplies [FI12512 and listed E]Does Not fans not part of tested i HVAC equipment meet efficacy E]Not Observable and air flow limits. JE]Not Applicable ElComplies 403.2'� Hot water boilers supplying heat !through one-or two-pipe heating systems have outdoor setback E]Not Observable control to lower boiler water temperature based on outdoor S:". E]Not Applicable ,403.5.1.1, 1 Heated water circulation systems 111Complies [F[28]2 !have a circulation pump.The tDoes Not system return pipe is a dedicated I return pipe or a cold water supply' E]Not Observable )pipe. Gravity and thermos- ONot Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the S, occupancy. Controls !automatically turn off the pump when water is in circulation loo is at set-point temperature and no demand for hot water exists. EComplies 403.5.1.2 Electric heat trace systems [F12917, comply with IEEE 515.1 or UL ElDoes Not 515.Controls automatically rvable heat tracing to maintai the desired water temperature in the 4:03.5.2 Mater distribution systems that Elcomplies [F13012 !have recirculation pumps that E]Does Not pump water from a heated water supply pipe back to the heated 1[:]Not Observable water source through a cold T]Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. Drain water heat reco ery units ElComplies 403.5.4 [F131]2 'I tested in with CSA E]Does Not accordance B55.1. Potable water-side pressure loss of drain water heat recovery units < 3 psi for ]E]Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent LJComplies [F1611 fixtures or 75%of permanent IE]Does Not !fixtures have high efficacy lamps. :Does not apply to low-voltage r ONot Applicable 4o4aa ;Fuel gas lighting systems have ElComplies no continuous pilot light. [F123]3 E]Does Not []Not Observable JE]Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,1 Low Impact(fie=r3=) Project Title: #325Q8_OOO (job_S/N) Report date: 06/06/18 Data �|enanne: O:\Pnarn|erOata\REScheck32O80\3J5QO.nck Page QofIO 'Se lion Final inspection Provisions ?' ia �' Plans Verified Field Verified Value ValK" Comments/Assumptions # &Re :ID ue Complies. 401.3: !Compliance certificate posted. : . J❑Complies [F1712" 1 -- J❑Does Not ... . ❑Not Observable J❑Not Applicable 303.3' a Manufacturer manuals for s s,x- ' ' v= ❑Complies ; [PI18]3 mechanical and water heating m_ ❑Does Not systems have been provided. -4, ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'.,'l Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: #32598_000 Oob_S/N) Report date: 06/06/18 Data filename: O:\Premier Data\REScheck 32000\32598.rck Page 10 of10 2015 IECC Energy Efficiency erti icat Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): �•• • Window 0.29 0.25 Door 0.28 0.34 •"&CO_Olingjquipment Heating System: Cooling System: Water Heater: Name: Date: Comments ;1 .Z7 N+CY �3C1:1ViE S�,. I'NC. Y56Z..Yionio'.W2'.BagJa y ';MmmcF PA�.7'7sr"6 �_ .lylun,cy<Flom°es Superiior I3uili3ers �►: Pr.em�erbSixilders DATE: 05/21/18 JOB#: 32598 BUILDER: Island Holdings 4 LLC The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumbeffl-imber 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) Q 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) ❑.r 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 TMs4 Tnissnpa ety Pff SMP 212 78663 HM585825 HiNGE I14ORG =1' 1: flat-21T-2V-6,0/90 Univarsalf'oiestP'dugslno:,<iran0Raptd5,Mi;952S.ymi!w?aitart 7,ti10'eJan_28�0/SMTekUtduat�Ias;tnc yofkiun2209,07:292016 Cop' fghtt.2015 UnlversaI Farest'Producta,Inc.All Rlgitts Rd"rved 210 11 2.8 1A Alt. Detail s SMHfBK,". '• ' A i5 8 REACTIONS t MAaxHortB="157(LC't3),8 499(LC9) t0r4-10 MaicUplrft7 Ati0(LC 9),8;t-403(1.0 gy ,1�;�L fl MsxGrav7=88t(LC 13):.5=122*LC;13) C( -0tt'I 70012 et w 00.1�01t2anO,Ft 4.;4 ��tii:' °Sh1H18d• ?OSt`O�Oftpt: 3X6.lte3< - H = 2< Bt' ` 1 3.6><5 if '8 14 15 7 tris,11 5X7 II- 0'�,12 2 41A t 11-2410' ' 1340-12 -Plate Offsets 1:0.40Ed 184-a-12.0-04 SPACING::2.OA SPACING1,-4.0 $PACING~1'a0 C91. DEFT m.(tx}: 1/da11. UQ PLATES. GRIP LOAOiNG(pst) LORDINO(psQ' LOADINQ'(psfy p(ateCidpf)Ol 1,15 TG 098 Vett(LLy -0,21 78 >752 240 MT20' ,197/144, TCLLr; . 48.2 TCLL t39& TCLL 92.4 Lumber DOL 1.15' 6C 0.411 Vert(" -0 39 7S 1411 iso MT.18HS '1971144 (Ground Snd r60.Oy (G(ound Smw-90.0). TCr*44d'Snmv 1210 0) "Rep Stresslncr' YES W13 OAS Hoa(CT) 0.00 J We Na TCDL T.0 ;t'COL 10.5._, TCLL 14,0. Code iBC20f2g8C2015i {Mabix)' Wai9ht77b , `BCLL 0,0 • BCLL 00 6CLL ,00' TP12014" Ff•=0 BCDL 10.0 BCDL 150 SCOL 20.0 'LUMBER- BRACING-. TOPCHORD 2X8 SPFko.2'Except' TOPCHORD, $Wct lwoddsheath gdir"appSsdorOb 0ocwOns;etc4eptendxatticafs,(Pj T2 2ig SPF'2100F 1ME,T3:2:i4 SPF.'Na.2 BOT CHORD, ,RIq 4'co1lnTdZobW apposed r,1044 oe brarng. l3QT;CFIORD'2i4SP.tSSS WEBS 1'Rovrat'ihldpt A-9, WEBS' 2X3 SPFStud'Extapt• W3::2x10SP'QSS w?•;;.•�' �w.�„ REACTNINS, (W$ize) 1=90010 3 t;.(min,0-1-8),1=70'11/0:3 8(mor 0 i 8),6=-0iMeChan cal 14U. rz,t=499(LC 9),6=-158(LC 13); �2 } ( 4(11,1 1�`,l, T f Ma cUp$ttt=-325(1 O%711.572(1.11 Ma>rGrav1=973(LC.13},.7=1164(LC'13} FORCES,.<(tb)-MaArnumComPieasidiLim.0niu vension •s " 'CIVIL ) TOP CHORD 1-2=8$615'2338118Y,310=834!$9,4-10 S5p195�•43-37T18t,:5 G•199190.7=9=0.7Q0t494 ;? jt{}.c1 #�1y ` '" HorpHOR0' 1-13=-0241452,13.14=324(452,14-15;t�324f4S2;8.15=.924(452.8-11=•2971424.11-12=•2971424,7.12--297/424 „ WESS' 2=83.682/642.44,-4ia1673 REGU145/8T 9910 8818/5731 24%OTWNS -pAat6atutn�oinpresgTon:(0rjl Mardmum Tension(fiy Ma(dmum§hoer(Ib)!lAattmum Moment(b st) NOTES• '^ 1)Dadw 04-141anglh XA-O-t2 daW dodo,at-Sam{0-10.8 to left edge Rom joint 1 qn the botlomface, 2j Wa[dr ASCE'7-10;:VuR=t55mph{�gopnd'gUst}Vasd=123iriptt�Z4ino;G,-FCDL=,2:1p3f'BCDL=9,Opst;(Ap-t80rtY�h�163n oo.:TC!)L=3:ipsf; BCDL=4.5pst):,(Alt.180mph @12in o e;,TOOL=4,2psf,,BCDL=6 0ps9:h=3M Cat,It,'ExpC;encbsed;MWFR3{envelo0f dabta end zone and= E)derior(2)Tone:.eantilavei leftet posed;C-C fo6rWmbers'and furcas S-MWFRS for reactions shomr LvmberDOL=1.60'plata'giip qOL=1,6o E.Signed by f(BVJn'Fr6eman 4TCLL:ASCE7;10:Pg`=.00,0psr(9 dsnow):Ps-40.2psf(roofsri6wj;Category.lR,.P, PaiOa®j+Eitp,;-Ct=i,1 4)Roor design snow load has hasIn feduced to eairnYlopslope. 111sti1rtlrr '5)Unbalanced snow loads have,been conWeredtorthisdo0r., ��tt f"', 8)ANp1AlessreMT20p1ateswllossolhervrlsafadiccated: . ���i��,1��•,M4f151'�;7tgv, -''7}See Hit.'GE`PLATEDETAILSTorpfa[eplace"men. Fp ,.fir�i. 8y Provisions must bamade.topriaventlateratmowmentofhktgedmembef(s)_during transportation. ,�`��;•yt tj,�%�i� 9)AO additldnaimemberco'nnections�sha96eprovdedbyafhersto(forces'asJndicited- i0)Tidswss.hasbeetsdesignedldre'f00ps,EtiottoinctioiitLveload'nonconcuaentivi01anyftorIvafoods. $ '� 11)•This Was has been designed fora Wre•toad of 20.0psf do the bottom chard in a0 areas where a racterigie344 tall by 2-04i&ide wi9fd.betwsen tWbottom $ ,: a etwrid`and any other members.with BCDL;`160pst. O •tr . 12)P/ovidemacitanieal'connectiort,{by"oftiers�oft+v;sto,be`aringptatecapableof Ch'thslanCmg.325ibup6ftattoint�l'snd"572,EaupfrBatjotnG7., 13)Thtstiuot Is designed inaxaidancewiththe20151ritemationalBu4dmgCOdssectlbn2306.landreferencedstagdard;ANSi1TPl1. '.�•ip `�� 14)Take precaution to keep thevhords 6 piano.any bond-mg or iwtsting otthe hiniie plate must be repaired bofo6e,tho.b6iwMa is put into sere. 15)TIte,4old ristalled members ase an in(�gral partof the Was design.Retain a design prdfassWwI,to•specify isiat field no add(emporarysuppoA§; (11/14' Alt fiek4CWglied momber"s musftie propody restoriod prior to app"any loading to the,truss this design en0txpatos the final seCposZon. r+rriruttlintti� JB)Th[strussls:destgnedinaccdrdaneewithihe201218CSec2306:1:andreterencedstandardANSUTPI 1 '` 'vaaawretcarroednirir�ar�rreses 17)BasedoiiHMO= tyran;lndatettrna rcmedpmrafrarul 98 IBC20t22015 egs»aru+3erttrotx.s�o oei3mtadataWna, Theprofesslbnatangirieeringseat indicates that a6censedprofessional has revWodd.tha'deslgnunder thestandards'reforeneedwn'Odnthis''doeument s101 atrozssar,Esp.aonoaa rosonote not necessarily list.ct irentstate'bta3dnp lade.The:eng neerrrtg seal is riot an approval to use Nt a specific state:Th8(nal Qeterin§tatmn rittVhoih'st' ti/23/2015 a truss design Is acceptable underthe bcaRf adopted tuiikioig ca"de rest vn0i the huikting official 6r deslgrmted appObrt®es WARNING,-Verifydesfgn parameters AridEfEAD•lIIOTES lJrrnrerselForastProdwW,fna 2801>EASTf3ELTLINERD,Ne Truss shag not be cut orniodded'ntfhowapproval 6ifio1russdeslgn¢n&eor- PHONE(816)36t}&tGt'FAX(616j355-0060. GRANDRAPiDS,M149525' Ibis campuinenthascedast iW'bangriedfor;tliabadsnotedoti0risdratiurg:Conitnrcdonandaftagforceshavgnotb4onconsidefed,,The buildaris responsible, far.Fwngmelhodsandsystem design.,Smlf 6r'responstWIB esaroderutedunderTPtt,Thisdesignisbasadanypponparamelets.sbown,andiitor an tndiGkuai hdtidv�g component to be tnsta8ed andtoadad.vatgcalfiy,Appficahl&ty ofdesfgd pareinataro and proper tnwrpofa6onv(eomponent'Is ieeponsrbrTtjr of hooding dfrstgner-not liussdesigriertiHiadng shmsn ti(orlatcra{�upportof ind�duaiweb<mamHef6 enfy,Add't�nat(emporary bracing,to inlara sta'b4ty dui'eig construcTwn jslha reaports�ibtyot the afactor,Addirwnol pemunnnt brae;ng of Ihe.c`vaialistrirctuie IS the reipona7it6y of.Fie twildutgdestgrter.Forgnneial gWdancn regaidLig "falxica6oit.R��lty.tobirol swrage,61hrery erect on andbracuig;cansuRBOSI'tXO.tromthe;WoodTm",CoupetgfAmericaandTM'saPlate lnsbtutaRgcommeoagonavanable immWl'Gp,6300Eriterpds®LN,Madison,W16371s drlwppontMdekSuppttsmpiateaWtp:ills 03/0712016 1.2.9.1 MIN 'UNIVERSAL FOREST PRODUCTS; INC. F T4" cumMFG 78688 HWOSRS 13sw .r mP 212 'rho protessforial engineering"seat lridlcates that a licensed professlonal has reviewed the design.under the standards.referenced within this document,not necessarily the current state building code.The;erigineering seal isnot an approval to,use a design in a speciiic'state.Thennal.determinatlon odwhether a'tntss design is acceptable under tha locally'adopted building code restwith the building official or designated appointee. 0100 +w+t+tiirin�u�Ur� y{ 0. C044 -V * y REV N W' 'a = 1111. •,�'�N.`�++�£��,,� •.�QF, p�yP :��� : `�'�OI+1AL'�'ts. . `.' T'8r�t6�`'�: 4i��, •r1 ar! l�,o��stuv>l "s` Q� flF01t�tE1lE0 . � , PRgp�SS10NAl, 2 JOW1. A MAr' , S'Y, Corporate;Engineca ng 2,80.l .Cast.gel tline,NE Gnmcl Rapids, VII 49525=9736(616)34-61,M FOX_O LO U5-0060 03/07/2016 ufpi;`coin 1.2.9.2 Electrical Load Calculation: Ez- CY HOAXES, INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations At WIN " ow Modular Only Date. 06/01/18 Performed By:_John Koehler Mfg: Muncy Homes Inc Model: Job#32598_000 Island Holdings/Sirico 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 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 ( 1100 sf* x 3)x 2 6600 15 14-2 120 Small Appliances ( 3 x 1500 ) 4500 20 12-2 120 Range 8000 40 8-3 240 Dishwasher 1000 15 14-2 120 Garbage Disposal na 0 0 Microwave 1460 15 14-2 120 Washer 1600. 20 12-2 120 Dryer 5600 30 10-3 240 Furnace na 0 0 Water Heater(shipped loose) 45001 25 10-2 240 Whirlpool na 0 0 Subtotal: 33160 *Total square footage per floor First 10 KW of other loads @ 100% = 10,000 wafts Remainder of other loads @ 40% ( 23160 x.40) = 9,264 watts a Heat Above. wafts Total Calculated Load: = 19,264 watts Required Service Size: 19264 - 240 80.3 Amps Installed Panel Size = 200 Amps 06/07/18 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. h Window Schedule MUNCY HOMES, INC. Andersen Silver Line Series (DBL Hung) Ident. No. U Val Light Vent Type Max Fir Egress Material SHGC Area SF Cir SF 3037 0.29 4.95 2.61 DH 61.88 -- Vinyl 0.25 3859 0.29 11.44 6.02 DH 143 6 Vinyl 0.25 C3536CST 0.26 4.89 3.5 Csmnt 61.13 -- Vinyl 0.20 1/8x3/2-3 0.29 11.15 6.24 DH 139.38 -- Vinyl 0.25 5/11x2/0 0.26 6.267.13 Awning 78.25 -- Vinyl 0.20 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 30INS 30"xW' 0.2 -- Steel PTD Blank 32 32"x80" 0.35 5.50 Steel PTD 9 Lite 36SL2 36"x80" 0.27 4.07 Steel PTD 2 Lite w/2 Sidelites 72VINYL 72"x80" 0.28 31.90 Vinyl Vinyl Sliding Glass(Silver Line) SIU g' } :. ., to ZU K-Oo&-5 06/07/18 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. Whole House Ventilation Supply Air Worksheet: 2-Story Job#: 32598_000: Construction: =Semi-Tight Date: 1st Story Area: 1100 sq #of Stories: 2 1st Story Cig Height: 9f #of Bedrooms: 4 2nd Story Area: ;1,100 sq,ft, #of Fireplaces: < 0 2nd Story Cig Height: 8,ft Total Building Area: 0 sq ft Building Volume: F:18-700 to ft Air Change/Hour(ACH)Value: - 0.28 4Nv LU (ACH x Volume) 60 minutes=CFM Provided: 87cfrii kP Additional CFM provided from Fireplaces: Olcfrri' A-1 Total CFM Provided: 87 cfm CFM Required per 2012/2015 IRC-Table M1507.3.3(1): 75 cfm , Supply OK or,NGT 06/0718 J Whole house ventilation exhaust is provided by a continuous run both fan. See electrical plan for the identified fixture locations and size. Manual J Table SA - Infiltration Air Change Values for Three or Four Exposures Pefaclit Air Change Vakti�for Two,Story Construction Construction Afrphaqqs.per Hour—Heating Infiltration I AaarAtia,of Heated Space,(SqFt) Win for One, Fireplade ffow'Or'Less 0011011500 1501 to 2000 200f to 3000 3001 at Mdre Tjobt 0.20 tiz 0116 '013, 0' '=Semi-Tight. :0.53 0.39 Q34 028 1.0 Average '7 '0. 9- 0.50' 0A1 0.37 20 Semi-Lam 1 1.23' 0,96 0.77 043 0.56 27 Loose 1 1.67 1,,22 1.04 0.85 0.75 33 For one additional iireplac6j,add Clin tolhirabove fireplaes values.For Wo or m oire"addittimal t1replaoisi-60,10 Cim(totai)'lo the above. 2012/2015 IRC-Table M1507.3.3(1) TABLE MI,507.3.3(1 Y CONTINUOUS WHOLE-Hpq;SE M EC HANICAL VEN71LATION SYSTEMAIRFLOW RATEREQUIREMENTS NUMBER OF BEDROOMS FLOOITAM —1 4-5 >7 (sil4are*eetj Airflow In CFM <'1,500 30 45 60 75 90 1,501-3,000 45 60 75 90 105 1,001-4,500 60 75 90 105 120 ,4;501-6,000 75 00' 105 120 135 6,001-7,500 90 105 120. 135- 150 >7,500 105 120 135 150 165 For S1,I squuchot=0.6529 mz I cubicfbot per minute=0.0004719 in:N. 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. JOB PRE-32598 SHEET NO 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 5/30/2018 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 f 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 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: NY 1.36mph Exp C or less Budding Description: Residential Two Story e a ``i-L Modular Wood game Construction Codes: s , NYS Uniform Code 882 dd 2015 NDS ASCE 7-10 06/07/18 Building Importance Category: it Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration (SDs) 0.32 Seismic Importance Factor too Ultimate Wind Speed Vult= 136.0 mph Exposure= C Load Case Factor= 0,6 Snow Load Ground Snow Load = 35 psf Snow Importance Factor 1.•00 JOB PRE-32598 SHEET NO 2 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Design Criteria Cont. Floor Diaphragm Aspect Ratio Length of side (L1)(house width) = 27.5 ft. Length of side (1-2)(house length) = 40 ft. LZ& L, = 1.5 ; < 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 Roof Slope= 7 :.12 Roof Diaphragm Aspect Ratio Length of side (L,)(width) = 27.5 ft. Length of side (Lz)(length) = 40 ft. , s T1 Roof/Ceiling Assembly Dead Load = 15 psf 06/07/18 Roof Framing Type= Truss Truss IID# HM585825 Max Uplift at Marriage Watt= 572 lbs per truss Max Uplift at.Sidewatl Walt= 325 lbs per truss JOB PRE-32598 SHEET NO. 3 OF 44 CALCULATED BY DB DATE 5/30/2018 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 1 st Story Shearwall Height= =ft• 2nd Story Shearwall Height OSB- PLY GYP 1 st Story Minimum Shearwall Length = H/3.5 = 2.57 ft. H / 1.5 = 6.00 ft. 2nd Story Minimum 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 J 14.67 ft. Lline X 20.92 ft. Bline 23 15.75 ft. Lline B,16.80 ft. 1st Story Maximum Unrestrained Opening Height Hline-1 66 in. Hline_A 84 in. Hline 21 84 in. Hline [? .84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline_l,'21.33 ft. Lline A 25.00. ft. Bline_2 18.08 ft. Lline—B` 2366" ft. 5 NC- 2nd Story Maximum Unrestrained Opening Height i, Hline 1, 66 in. HlineA 66 in. � "tt.;;, Hline_2� 66 in. Hline_E 66 in. 06/07/18 JOB PRE-32598 SHEET NO 4 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE i Uplift Connections Building Width = 27.5 ft. Roof Framing Spacing = 16 in. o.c Roof/Ceiling Assembly Dead Load = 15 psf Roof Span = 1.3.75 ,ft. Amount of load to be subtracted per Story= _ {[(Unit Width/2) x Floor/Roof Dead Load] +Wall Dead Load}x 0.6 _ { [(13.75 ft / 2) x 10 _ psf] + 60 plf} x 0.6 = 77 plf 3 Sec Gust Wind Speed = 1:36 mph Vertical Design Wind Pressures See pages 13A thru 13C for pressure calcs. Windward Uplift Pressure= 22.14 psf Leeward Uplift Pressure= 22,14 psf Overhang Wind Uplift Pressure= 33.49 psf Roof to 2nd Story Wall Connection Load = 244 plf 2nd Story Wall to 1 st Story Wall Connection Load = 244 plf - 77 plf= 167 plf Story Wall to Foundation Connection Load = 167 pif 77 plf= 89 plf , 06/07/18 JOB PRE-32598 SHEET NO 5 OF 44 CALCULATED BY DB DATE 5/30/2018 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 Strong-Tie MTS18 Fastener: (6)0.148inx9.5in nails each end Allowable Load = 737 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 244 plf 36 in. 32 in. - N. If S§a '... x•Yw �-.^y 06/07/18 JOB PRE-32598 SHEET NO 6 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) 2nd Story Wall Stud to 2nd Story Floor Band 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 244 plf 8 in D.C. 6 in D.C. line_B 244 plf 8 in D.C. 6 in D.C. 2nd-Story Wall Stud to 2nd Story Floor Band Connection -line-1&line-2 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-1 244 plf 6 in o.c. 6 in D.C. line-2 316 plf 6 in D.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 Load Spacing Spacing line—A 167 plf 12 in o.c. 6 in o.c. line_B 167 plf 12 in D.C. 6 in D.C. 2nd Story Floor Band to 1st Story Ceiling 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-1 244 plf 6 in o.c. 6 in o.c. line_2 316 plf 6 in o.c. 6 in o.c. 1 st Story Ceiling Band to 1 st Story Wall Stud 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 Load Spacing Spacing kt. line A 167 plf 12 in o.c. 6 in o.c. t '` �`` & "� line_B 167 plf 12 in o.c. 6" in o.c. x r st Stq eiling Band to 1st Story Wall Stud Connection -line I&line_2 t Connector 7f16"OSB/PLY overlap 2 rows of 0.113"x2.0"Nails 9 z4 Allowable Load = 166 Ib Req'd Uplift Req'd Provided k Load Spacing Spacing line-1 244 plf 6 in o.c. 6 in o.c. 06/07/18 �` ~--.__ line—2 316 plf 6 in o.c. 6 in D.C. JOB PRE-32598 SHEET NO 6A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) 1 st Story Wall Stud to Floor Band Connection Connector: 7/1'6"081B/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 442 plf 4 in. o.c. line_B 525" plf 3 in. o.c. line-1 0 plf 6 in. o.c. line-2 0 plf 6 in. o c. . t 2 t) � �7 E�s.6�;.•� w^' 4 moo` 06/07/18 JOB PRE-32598 SHEET NO 7 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1st Story Module to Sill Plate Connection made with Connector: 7/16"OSB/PLY overlap sill plate 1.5" Fastener: 10.113in x 2in nails I 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 442 =Of i :3 "lin. o.c. line_B 525 plf 3 k in. o.c. line-1 0 plf g 3 ;in. o.c. line-2 Q plf 3 !in. o.c. sF . ebq 06/07/18 JOB PRE-32598 SHEET NO. 8 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Single Shear Staple Capacity w/min. 1" penetration "Other Dowel-Type Fasteners" ' D = 63. in Diameter is = 0.438 I in Side member thickness �'OQi 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 = i SPF Side member species Re = 1. = Fem/Fes Ms = SPF Main member species Rt = 2.286 = Im/Is SG = 16 Staple Gage Im = 31 d 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 = 3350i psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= �``38.1 lbs Im Zlm= D x Im x Fem x CD = '153.5 Ib Rd Is Zis= D x Is x Fes X CD = ; 67.2 Ib ms.µ.._..�. .�»__.... Rd Zii— k1 x D X Is x Fes x CD 5.1.6 m Ib , Rd a. Cc- III Z = k X D X I x F _ r,.,..W. a ` " M Illm z m em x CD 54.2.°" Ib (1+2Re)x Rd .. ills Z111s= k3 x D X Is x Fem x CD = 28:8. 'Ib 06/07/18 (2+Re)x Rd IV Ziv= D2 x 2 x Fem x Fyb ('/2) = 1'9.1"" Ib Rd 3 X(1 + Re) Minimum Shear,Zmin = W ; 19.1 .� Ib Notes: K, _ [Re+ (2Re2 x(1+Rt+Rt2))+ (Rt2 X Re3)1(1'2)-[Re x(1+RtA = 0.8 Kz = -1 + (2 x(1+R,))+ 2F b x(1+2Re)X D2 (vz) 3Fem x Im2 K3 = -1 + (2 x(1+Re)) + 2F b x(2+Re)x D2 (1/2) — ...; 1:3 Re 3Fem X Ise JOB PRE-32598 SHEET NO 8A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Single Shear Staple Capacity w/Metal Side Member w/min. 1" 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 = 27.78 = Im/Is SG = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 4.036 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= 52.6 lbs Im Zlm= D x lm x Fem x CD = 153.5 Ib Rd I. ZI.= DXISXFes x CD = 102.0 Ib Rd I I Zu= k, x D x is x Fes x CD = 62.8 Ib g { Rd p �gj IIIm Illm 2 Z — k XDXIm xFem x CD = 66.7 Ib — (1+2Re)x Rd 06/07/18 III. Zllis= k3 X D x IS x Fem X CD = 31,8 Ib (2+Re)x Rd IV Ziv= D2 x 2 x Fem x Fyb (1/2) = 26.3 Ib Rd 3x(1 + Re) Minimum Shear, Zmin = 26,3 Ib Notes: K, _ [Re+ (2Re2X(1+Rt+Rt2))+ (Rt2 x Re3)1(12)-[Re x(1+Rt)] = 0.6 (1+Re) K2 = -1 + (2 x+ (1+R.))+ 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 (V2) = 11.8 Re 3Fem X Ise JOB PRE-32598 SHEET NO 9 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE 16GA 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 0.131"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 ff : s : <z � w 06/07/18 Jos PRE-32598 SHEET NO. 9A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= '0.0359;in Strength of Steel = 36 F 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 Ib NDS Table 11P 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 . €525 06/07/18 JOB PRE-32598 SHEET NO 10 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Loads Truss ID# HM585825 Max Uplift at Marriage Wall = 572 lbs Unit Uplift Load = 429 plf = Roof to 2nd Story Wall Connection Load = 429 plf 2nd Story Wall to 1st Story Wall Connection Load = 429 plf - 59 plf= 370 plf Wall to Girder Connection Load = 370 plf - 59 plf= 311 plf "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 {1(13.75 ft / 2) x 1.0 psf] + 30 plf} x 0.6 59 plf :.{�; : 06/07/18 JOB PRE-32598 SHEET NO 11 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design Roof Truss to 2nd Story Wall Stud Connection Connector: Simpson Strong-Tie LSTA12 Fastener: (10)0.148"x2.5"trails (5 each end of strap). Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing t 429, Of 22 in. 16 ` in. L. ._ CC 06/07/18 JOB PRE-32598 SHEET NO 11A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design F t , [�C , # NbF1 .'Sx ff�-� 06/07/18 2nd Story Wall Stud to 2nd Story Floor Band_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 370. pIf 26 in. 1:6 in. 2nd Story Floor Band to 1st Story'Ceiling Band Connection (One Side_ Only) Connector: Simpson Strong-Tie LSTA15 Fastener: (12)0.148inx2.5in nails (6 each end of strap) Allowable Load = 950 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 740 ;plf [.5 in. 0' $in. JOB PRE-32598 SHEET NO 11B OF 44 y CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 1st Story Ceiling Band to 1st Story 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 370 plf 26 in. 16 in. 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 370 plf 26 in. 1.6 in. Floor Girder to Foundation Connection Req'd Uplift -., Load 1 ?{ 311 plf per box I N® 06/07/18 JOB PRE-32598 SHEET NO 12 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF#3 Nominal Tensile Stress Ft= 260 psi i 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 int Allowable Tensile Load Pt = Ft A= 4290 Ib > 325 Ib OK If 06/07/18 JOB PRE-32598 SHEET NO 12A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE b ` . Sliding Connections Capacities Design 1st Story Module to Sill Plate Connection ' Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G= 0.42 06/07/18 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 Ct„ = 0.83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Cts = 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 = 6153 plf 3"o.c. nails = 109 Ib x 12 in/ft/ 3, in o.c = 435 plf 4"o.c. nails = 1099 Ib 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 = 109 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' pif 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. = 131 Ib x 12 in/ft/ 7 in o.c x 2 = 449 plf 2 rows of 0.131"x3" nails at 8"o.c. = 131 Ib x 12 in/ft/ 8 in o.c x 2 = 393 plf 3 rows of 0.131"x3" nails at 4"o.c. = 1.31 Ib x 12 in/ft/ 4 in o.c x 3 = 1180 plf 3 rows of 0.131"x3" 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 o.c x 3 = 787 plf 3 rows of 0.131"x3" nails at 7" o.c. = 131 Ib x 12 in/ft/ 7 in o.c x 3 = 674 plf 3 rows of 0.131"x3" nails at 8" o.c. = 131 Ib x 12 in/ft/ 8 in o.c x 3 = 590 plf JOB PRE-32598 SHEET NO 13 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections - MWFRS Roof Pitch = 7:12 Roof Height= 7.5 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed = 136 mph Wind Exposure= C Max Wall Height= 9 ft Wind Importance Factor= End Zone Length = 6,00 ft Building Length = 40 ft Floor/Ceiling Depth = 1.8 ft Horizontal Design Wind Pressures Wall Pressure Perp to Ridge= 23.15• psf See Page 13A& 13B for pressure calcs Roof Pressure Perp to Ridge= 15.66 psf Wall Pressure Parallel to Ridge = 23.15 psf Roof Pressure Parallel to Ridge = 22.14 psf 06/07/18 Perpendicular to Ridge Roof Diaphragm Load = (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height/2) Roof Diaphragm Load = 210 plf Floor Diaphragm Load _ [Wall Hor. Press. Perp x(Wall Height+Floor/Ceili ng Depth)] Floor Diaphragm Load = 238 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 = 176 plf Floor Diaphragm Load _ [Wall Hor. Press. Par. x(Wall Height+Floor/Ceili ng Depth)] Floor Diaphragm Load 238 plf JOB PRE-32598 SHEET NO 13A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections - MWFRS Roof Pitch = 7.12 Roof Height= 7.5 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed, V= 1.36 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, I = End Zone Length = 6.00 ft Building Length, L= 40 ft 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. ) Kn= 1 Kd = 0.85 Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. = « . qz 22.7 psf It p- gGCp-q,(GCp,) G = 0.85 for rigid structures .6c) _ Perpendicular to the Ridge . CpwW= 0.8 Windward Wall Exterior Pressure Coefficient CPIW= -0.4 Leeward Wall Exterior Pressure Coefficient 06/07/18 Cpwr= -0.31 Windward Roof Exterior Pressure Coefficient Cplr= -0,60 -0,6 Leeward Roof Exterior Pressure Coefficient Parallel to the Ridge Cpww= 0.8 Windward Wall Exterior Pressure Coefficient CpIW= -0.4 Leeward Wall Exterior Pressure Coefficient CPWr= -0.94 -0.18 ; Windward Roof Exterior Pressure Coefficient Cplr= -0.94 -0.18 Leeward Roof Exterior Pressure Coefficient GCP, = 0.18 -0.18 JOB PRE-32598 SHEET NO. 13B OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch = 7:12, 1 Roof Height= 7;5 ft Roof Span = = 13.75-'ft. 3 Sec Gust Wind Speed, V= 136 mph Wind Exposure= " C Max Wall Height= `99 ' ft Wind Imp. Factor, I = End Zone Length =;"6.00" ft Building Length, L= 40 .;ft �, �� . ' r^ a Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25 'ft -Z0 Building Width, B = 21.5 ft b Load Case Factor, LC= I 0:6 22:7 psf G = �0:85 .�... ..__' qZ= p for rigid structu p = gGCp-gl(GCpI) a5 MWFRS-Wind Perpendicular to Ridge S ' � Walls 06/07/18 Windward P= ( 22,7 psf x 0.85 x 0.8 )- 22.7 psf x 0.18 ) = 11.3 psf P= ( 22.7 psf x 0.85 x 0.8 )- 22.7 psf x -0.18 ) = 19.5 psf Leeward p= ( 22.7 psf x 0.85 x -0.4 )- 22.7 psf x 0.18 () _ -11.8 psf p= ( 22.7 psf x 0.85 x -0.4 )- 22.7 psf x -0.18 ) _ -3.6 psf Roof Windward P= ( 22.7 psf x 0.85 x -0.31 )- 22.7 psf x 0.18 ) _ -10.1 psf P= ( 22.7 psf x 0.85 x -0.311 )- 22.7 psf x -0.18 ) _ -1.9 psf Leeward p= ( 22.7 psf x 0.85 x -060 )- 22.7 psf x 0.18 ) _ -15.7 psf p= ( 22.7 psf x 0.85 x -0.60 )- 22.7 psf x -0.18 ) _ -7.5 psf Overhang Pressure p= gGCpvnnndwardroof'f' gGCpwindwardwall P= ( 22.7 psf x 0.85 x 0.80 )- ( 22.7 psf x 0.85 x -0.31 ) = 21.4 psf JOB PRE-32598 SHEET NO 13C OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections - MWFRS Roof Pitch 7:12 Roof Height= 7.5 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed, V= 136 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= 40 ft > .Q Floor/Ceiling Depth = 1A ft Mean Roof Height, h = 25 ft ,�-, � _, $ " 0 Building Width, B = 27.5 ft ®`' ti Load Case Factor, LC 22.7 psf G= 0.85 gZ- for rigid structures p = gGCp-Qi(GCpi) 'A MWFRS-Wind Parallel to Ridge Walls 06/07/18 Windward p= ( 22,7 psf x 0.85 x 0.8 )- 22.7 psf x 0.18 ) = 11.3 psf p= ( 22.7 psf x 085 x 0.8 )- 22.7 psf x -0.18 ) = 19.5 psf Leeward p= ( 22.7 psf x 0.85 x -0.4 )- 22.7 psf x 0.18 ) _ -11.8 psf p= ( 22.7 psf x 0.85 x -0.4 )- 22,7 psf x -0.18 ) _ -3.6 psf Roof Windward p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x 0.18 ) _ -22.1 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x -0.18 ) _ -14.0 psf Leeward P= ( 22.7 psf x 085 x -0.94 )- 22.7 psf x 0.18 ) _ -22.1 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x -0.18 ) _ -14.0 psf Overhang Pressure p=QGCpwindwardroof+ gGCpwindwardwall p= ( 22.7 psf x 0.85 x 0.80 )-( 22.7 psf x 0.85 x -0.94 ) = 33.5 psf JOB PRE-32598 SHEET NO. 13D OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections -C&C Roof Pitch = ""c712' Roof Height= 7,5 ft Roof Span = 13.75'ft. 3 Sec Gust Wind Speed, V= 136 mph Wind Exposure= Max Wall Height= 9- ft " Wind Imp. Factor, I = End Zone Length = 6.00 ft Building Length, L= 40 ' ,1 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = ' 25 ft Building Width, B = 27.5 ft U_:. _ qz= 0.00256KzKztKdV21LC Load Case Factor, LC = Q,6 f 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 = ' 085mm` Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. � qZ= 22.7 psf t 2 ' p= gGCp-gi(GCp,) 06/07/18 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 Cps__ -1.339 Zone 5 Negative Roof • Per Figure 30.4-2A,B&C 7-10 and per Figure 6-11 B,C&D 7-05 Cpl+_ ` ;,87 > Zone 1 Positive Cp1oh+- t1.87'= Zone 1 OH Positive — Cp1-_ -0.94 Zone 1 Negative Cp1oh- Zone 1 OH Negative C132+= 0.87 Zone 2 Positive Cp2oh+= 0.87: Zone 2 OH Positive Cpl-_ —1.14 ' Zone 2 Negative Cp2oh-_ �--1094 1, Zone 2 OH Negative Cp3+= 0'BT:-; Zone 3 Positive Cp3oh+= 0:87 Zone 3 OH Positive Cp3__ -1.14 € Zone 3 Negative Cp3oh__ -1,04 Zone 3 OH Negative GCpi= 0.18 -0.15 ti JOB PRE-32598 SHEET NO 13E OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections -C&C Roof Pitch = T12 Roof Height= 7.5 ft Roof Span = 13.75 ft, 3 Sec Gust Wind Speed, V= 136 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, I or End Zone Length = 6.00 ft Building Length, L = 40 ft x.€L Floor/Ceiling Depth 1.$ ft Mean Roof Height, h = 25 ft Building Width, B= 27.5 ft ' a Load Case Factor, LC= 0:6 qZ= 22.7 psf G = 0.85 for rigid structurel t` p = gGCP-q,(GCP,) Walls 06/07/18 Zone 4 p= ( 22,7 psf x 085 x 1 00 )- 22.7 psf x 018 ) = 15.1 psf p= ( 22.7 psf x 0.85 x 1 00 )- 22.7 psf x -0.18 ) = 23.3 psf p= ( 22.7 psf x 0.85 x -1.10 )- 22.7 psf x 0.18 ) _ -25.2 psf p= ( 22.7 psf x 0.85 x -1.10 )- 22.7 psf x -0.18 ) _ -17.0 psf Zone 5 p= ( 22.7 psf x 0.85 x 1.00 )- 22.7 psf x 0.18 ) = 15.1 psf p= ( 22.7 psf x 0.85 x 1.00 )- 22.7 psf x -0.18 ) = 23.3 psf p= ( 22.7 psf x 0.85 x -1.39 )- 22.7 psf x 0.18 ) _ -30.9 psf p= ( 22.7 psf x 0.85 x -1.39 )- 22.7 psf x -0.18 ) _ -22.7 psf Roof Zone 1 p= ( 22.7 psf x 0.85 x 0.87 )- 227 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22,7 psf x 0.18 ) _ -22.1 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x -0.18 ) _ -14.0 psf Zone 2 p= ( 22.7 psf x 0.85 x 0.87 )- 22,7 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf p= ( 22.7 psf x 0.85 x -1 14 )- 22.7 psf x 0.18 ) _ -260 psf P= ( 22.7 psf x 0.85 x -1 14 )- 22.7 psf x -0.18 ) _ -17.8, psf Zone 3 p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf p= ( 22.7 psf x 0.85 x -1.14 )- 22.7 psf x 0.18 ) _ -26.0 psf p= ( 22.7 psf x 0.85 x -1.14 )- 22.7 psf x -0.18 ) _ -17.8 psf JOB PRE-32598 SHEET NO. 13F OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections -C&C Roof Pitch = 7.12 Roof Height= 7.5 ft Roof Span = 13,75 ft, 3 Sec Gust Wind Speed, V= 136 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, I = End Zone Length = 6.00 ft Building Length, L= 40 ft Floor/Ceiling Depth = 18 ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ft Load Case Factor, LC = 0.6 qZ= 22.7 psf G = 0.85 for rigid structures p = gGCP-q,(GCP,) yyyy ti 06/07/18 Roof OH Zone 1 OH p= ( 22,7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf P= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x 0.18 ) _ -22.1 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x -0.18 ) _ -14.0 psf Zone 2 OH p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf p = ( 22.7 psf x 0.85 x -1.94 )- 22.7 psf x 0.18 ) _ -41.4 psf p= ( 22.7 psf x 0.85 x -1.94 )- 22.7 psf x -0.18 ) _ -33.3 psf Zone 3 OH p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf P= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 208 psf p= ( 22.7 psf x 0.85 x -1 94 )- 22.7 psf x 0.18 ) _ -41.4 psf p= ( 22.7 psf x 0.85 x -1.94 )- 22.7 psf x -0.18 ) _ -33.3 psf JOB PRE-32598 SHEET NO 14 OF 44 CALCULATED BY DB DATE 5/30/2018 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 = 210 plf Wroof = 176 plf wfloor= 238 plf Wfloor= 236 plf L= 40 ft. B = 27.5 ft. Vroof=wroof x L= 8403 Ib Vroof=wroof x B = 4830 Ib Vfloor=wfloor x L= 9539 Ib Vfloor=wfloor x B= 6558 Ib Shear Tranfer Connection Capacity Requirements yr of=Vroof/2/B= 153 pif vroof=Vroof/2/L= 60 plf vfloor1 =Vroof+Vfloor1 /2/B = 326 plf vfloorl =Vroof+Vfloor/2/L= 142 plf vfloor2 =Vroof+ [2 x(Vfloor/2/B)]= 482 plf vfloor2 =Vroof+ [2 x(Vfloor/2/ L)] = 216 plf c�iroroq« `� $., 4�•,yp cam*^ 06/07/18 JOB PRE-32598 SHEET NO 15 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections-Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 17600 Ib R= 6.5 Table 12.14-1 Wswall= 9600 Ib Fa= 1.4 Section 12.14.8.1 Wewall = 6600 lb F= 1.1 Section 12.14.8.1 Wgable= 1650 Ib SDS= 0.32 Secction 11.4.1 Wfloor= 27500 Ib 1 = 1.00 Seismic Importance Factor Wtota1= 62950 Ib Seismic Base Shear,V: Section 12.14.8.1 " v4 � V= F x SDS x Wtotai x 1 = 3409 lb '5. . € R Vertical Distribution, Fx: Section 12.14.8.2 '� F,, = w, x V W 06/07/18 total Fx.roof= 953 Ib Floor Diaphragm Load= 3409 Ib Fx.floorl = 2077 Ib Fx.floor2= 3409 Ib Diaphragm Unit Shear Capacity Requirements B= 27,5 ft. L= 40 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof= Fx.roof/2/B= 17 pif vroof=Fx.roof/2/L= 12 pif 1 st floor down from roof vfloorl = Fx.floorl /2/B = 38 pif vfloorl =Fx.floorl /2/L= 26 pif vfloor2=Fx.floor2/2/B = 62 plf vfloor2= Fx.floor2/2/L= 43 pif JOB PRE-32598 SHEET NO 16 OF 44 CALCULATED BY DB DATE 5/30/2018 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 .21.33 ft. %line 1= 76 Bline 2 18.08 ft. %line 2 = Be Shearwall Unit Shear Capacity Vwall line 1=Vroof/2 Bline 1 Vwall line-1= 0 0 8403 Ib /(2 X 21.33 ft.) Vwall line 1= 197 plf Wins!Controls Vwall line 2=Vroof/2 Bline 2 Vwall line-2 = 01 0 8403 Ib /(2 X 18.08 ft.) Vwall line—2 = 232 plf Wind:Controls Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline A. 25.00 ft. %line A= 63 Lline B 23,66 ft. %line B = 59 Shearwall Unit Shear Capacity Vwall line—A=Vroof/2 Bline A Vwall line_A= 0 0 4830 Ib /(2 X 25.00. ft.) Vwall line A= 97 Plf Wind Controls Vwall line—B=Vroof/2 Bline B Vwall line_B= 0 0 4830 Ib /(2 X 23.66 ft.) Vwall line-13= 102 plf ,Wind Controls 0" rA. x �w 06/07/18 JOB PRE-32598 SHEET NO 16A OF 44 CALCULATED BY DB DATE 5/30/2018 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 14.87 ft. %line 1= 53 Bline 2 15.75 ft. %line 2= 57 Shearwall Unit Shear Capacity Vwall line_1= (Vroof+Vfloor)/2 Bline_1 Vwall line I= 0 0 8403 Ib + 9539 Ib /(2 X 14.67 ft.) Vwall line-1= 812 plf Wind Controls Vwall line-2 = (Vroof+Vfloor)/2 Bline_2 Vwall line-2 = 0 0 8403 Ib + 9539 Ib /(2 X 15.75 ft.) Vwall line—2= 570 plf Wind Controls Shear Parallel to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 20.92 ft. %line f 52 Lline B 16.80 ft. %line E 58 Shearwall Unit Shear Capacity Vwall line—A= (Vroof+Vfloor)/2 Bline A Vwall line—A= 0 0 4830 Ib + 6558 Ib /(2 X 20.92 ft.) Vwall line A= 272 plf Wind Controls Vwall line_B= (Vroof+Vfloor)/2 Bline_B Vwall line-13 = 0 0 483E Ib + 6558 Ib /(2 X 16.80 ft.) Vwall line—B= 330 plf Wind Controls 06/07/18 JOB PRE-32598 SHEET NO 17 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shear Connections (cont'd) ° Shear Capacity of 2nd Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge `..Y %line_1= 78 %line_2 = 66 Wind Parallel to Ridge q A %line_A= 63 %line B = 59 06/07/18 Maximum Unrestrained Opening Height 2nd Story Wall Height- 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline 1 66 in. Hline A 66 in. Hline 2: 66 in. Hline, 9 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline-1. 0.81 Fline—A, 0,71 Fline 2 0,73 Fline R 0.70 Shear Capacity of 1 st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line 1 53 %line 2 57 Wind Parallel to Ridge %line i 52 %line E 58 Maximum Unrestrained Opening Height 1st Story Wall Height- 9 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline 1 66 in. Hline 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: 0-73 Fline_A 0.62 FIine 2 0.64 Fline—B: 0.65 JOB PRE-32598 SHEET NO. 18 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Shearwall Design (Vote: 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 2nd Story Wall-line_1 PERFORATED 7/16"OSB w/0.113"x2"nails @ 4"o.c. panel edge& 12"o.c.field nailing (exterior) Tabulated Value= 248 plf _._. vs= 1.40 (Tab.Value) _ 347 'plf Vs 0 pif Shear Capacity of Shearwall Assembly vs .347 plf + 0. .WV plf = µ 347 _=plf W > .197 plf OK u. L 2nd Story all-line _ PERFORATED _ 7/16"OSB w/0.113"x2"nails @ 4"o.c, panel edge& 12"o.c.field nailing (exterior) Tabulated Value= 248 'plf vs= 1.40 (Tab.Value) = 347 Of vs 0 plf Shear Capacity of Shearwall Assembly Vs = 347. i pIf + 4� plf = I,347 plf > 232',j plf :OK 2nd Story Wall-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, `€Of = 231: plf > ? 97' : plf OIC 2nd 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 Of _- _ ...... _ ✓R 6% /rr , ;� v = 1.40 Tab. Value = 231 plf Vs 0 plf E,` ,grk K Shear Capacity of Shearwall Assembly um V,, = �^ 231 Of + is 0 €Of = ..231, Of > , ,102 - PIf i6K =3 _ 06/07/18 JOB PRE-32598 SHEET NO. 18A OF 44 CALCULATED BY DB DATE 5/30/2018 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 1 st Story Wall -line-1 SEGMENTED 7/16"OSB w/0.113"x2"nails @ 3"o.c. panel edge& 12"o.c.field nailing (exterior) Tabulated Value= 331 plf vs= 1.40 (Tab.Value) = 463. pif 7/16"OS"/0.113"x2"nails @ 3"o.c. panel edge& 12"o.c.field nailing (interior) Vs= 463 plf Shear Capacity of Shearwall Assembly Vs = 463 pif + ; 463.4 pif = 1':92 pif > 612"^ plf OK 1st Story Wall -line 2 SEGMENTED-,7/16"OSB w/0.113"x2"@ 2"o.c. panel edge& 12"o.c.field nailing (exterior)-dbl'studs @,shtg: Tabulated Value= 423 plfW _ vs= 1.40 (Tab.Value) _ 592 _plf vs= 0 1 plf Shear Capacity of Shearwall Assembly V, = 592; pif + f 0- plf = 592 1 plf > .M570 plf ;OK= 1 st Story Wall -line A m_PERFORATED 7/16"OSB w/0.113"x2"nails @ 3"o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value= 331 pif vs= 1.40 (Tab. Value) = 463 pif Vs= 0 pif Shear Capacity of Shearwall Assembly vs = 463 plf + ;< .0 plf = 463 r...plf > '2T2 'plf �OK 1 st Story Wall -line_B PERFORATED - . -OSB w/0.113"x2"@ 2"o.c. panel edge& 12"o.c. field nailing (exterior)-dbl studs @ shtg: alt tib Tabulated Value= ( 423 pif ^ vs= 1.40 (Tab. Value) = 592 plf g vs 0 'plf Shear Capacity of Shearwall Assembly vs = g 592" 3 pif + �v ..G- ,i plf = ;n 592 plf > 339 .plf OK 3 r p _. ... < _._.... ._.,....� JOB PRE-32598 SHEET NO 19 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs compressive 2j6 r SPF#3:,`� Sample Calculation Nominal Tensile Stress Ft= 2505 psi ANSI /AF&PA NDS Table 4A/4F Load Duration Factor CO= 1.6~ . ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1:5 ANSI/AF&PA NDS,Table 4A/4F Allowable Tensile Stress Ft = Ft CD CF= 600 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25' inz Allowable Tensile Load Double 2x4-With Splices Pi = Ft A= 3150, .Ib Double 2x4- No Splicesi^ 6300 Ib Double 2x6-With Splices Pi = Ft'A= 4290 Ib Double 2x6- No Splices 8580 ;Ib Double 2x10 -With Splices Pi = Ft'A= 5550 Ib Double 2x10- No Splices 11100 Ib Z= 131.2 Ib 0.131"x3.0"Nails Minimum spliceV lap where splices are allowed = 4 `ft 2nd Floor Endwalls T= " 4202 i Ib ;Double 2x6 Top Plate-No=Splices 3,3 Sidewalls T= " 1521 Ib Double 2x6 Top Plate-With Splices & 9 Stagger 2 rows of 0.131"x 3.0" Nails @ 8: ;in o.c. 1 st Floor Endwalls T= 81 k Ib 97Double 2x6 TopW Plate-No Splices Sidewalls T= : 3052 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 0.131"x 3.0" Nails @ 8 in o.c. cl i„p(� �R 06/07/18 __ T JOB PRE-32598 SHEET NO 20 OF 44 CALCULATED BY DB DATE 5/30/2018 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- 8 ft. Shear Perpendicular to Ridge viine_1� Z47 .plf x 0.81:_; _ 284: plf" > , 197- plf OK viine 2 347 plf x 0,73 = 255 plf > JOB PRE-32598 SHEET NO 21 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE 13 1U Overturning Connections ;-- Check Capacity of Dead Loads to Resist Overturning Loads u' Length of side(Li)(house width) _ 27:5 ';ft. `� 0 52 , Length of side(L2)(house length) = 32.. 'ft. 06/07/18 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 1*0 60 = 360 Dead Load Resistance to Overturning-line—A& line_B Dead Load = 150 ,plf Dead Load *Length to Overturning @ Pivot Point= ' 2400]lb's*0.60 = 1440 Return Wall Dead Load = W * 65 *0.60 = 0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 2nd Story Module to 1st Story Module-line 1 PERFORATED Wind Controls T= 197 plf x h8.4 ft. / < O,g1 = 1952" Ib + Ib - 896 Rltis.DL;— Yrv1056';Ib Connector: (1) Simpson Strong-Tie CS16 strap Fastener: w/ (22) 10d nails ea strap ` Allowable Load= 1705 Ib 2nd Story Module to 1st Story Module- line_2 PERFORATED Wind Controls • ' + - = 1.636,i Ib T=.. ro232 ; Of x � ; 8.0._.�I ft• / 0:73 = =.'s:2532 Ib Ib 896 lbs DL ..._......�-.. Connedto" (1) Simpson Strong-Tie CS16 strap Fastener: w/ (22) 10d nails ea strap Allowable Load = 1705 Ib 2nd Story Module to 1st Story -line A I PERFORATED Wind Controls :. _. ._.._ t �.._ _...-. . T= 97 plf x =" 8.0 ft. / 0,71 _ 108:1 'lb + lb < , 1440 "klbs'` OK Dead Load of Structure is Sufficient to Resist Overturning Load S 2nd Story Module to 1st Story Module-line-13 PERFORATED Wind Controls T= 102 ; plf x 8.Oz ft. / 0:70 = ! 11.73 jib + lb < 1.44Oµ lbs _... .. .OK.>. Dead Load of Structure is Sufficient to Resist Overturning Load JOB PRE-32598 SHEET NO. 21A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Reference Page 22 for Stud Capacita rtple gk l tion. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads P ty 9 i B t t3 Length of side(1-1)(house width) _ 27.5"4;,ft Length of side L house length) ��� z2Ca Dead Load Resistance to Overturning- line-1& line-2 06/07/18 Dead Load = 65 plf Dead Load *(Length to Overturning @ Pivot Point/2 ) _ 893.8. lbs*0.60 = 536 Return Wall Dead Load = _ * 150' *0.60 = 0p Dead Load Resistance to Overturning- line—A& line-13 Dead Load = 150 'plf Dead Load *(Length to Overturning @ Pivot Point/2 ) =,'-'3000 €lbs*0.60 = 1800 { Return Wall Dead Load = 65 *0.60 = �0 Required Holddown Capacity T=vxh Segemented T=v x h/Co Perforated 1st Story Module to Foundation - line 1 SEGMENTED Wind Controls i, 1_..__.+ i. 2©0. lbs DL-- 53'0"' Ib T= ` 612 plf x 90 ft R:� = 5504";Ib lb 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 .3 i 1st Story Module to Foundation -line-2 SEGMENTED Wind Controls ` T= 570 = plf x ! . 9.0 'ft. / 1;: = E 5126 :Ib + , Ib - 200 lbs DL-= 4926 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= ,272 plf x £` 9:C1: ft. / 0.616 = '"39'79 �Ib + ' Ib ' 1800 lbs DL= 2179 'Ib Connector..,Simpson Strong-Tie STHD14RJ Fastener: w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in.from comer Allowable Load 5345 Ib 1st Story Module to Foundation -line_B PERFORATED Wind Controls T= 339 plf x -g.0+t' ,4725µi Ib + Ib - 1800 :lbs DL== 2925 ;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 JOB PRE-32598 SHEET NO. 22 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Overturning Connections (cont'd) cc Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculi®` (1) 2x6 !... SPF#3 w 06/07/18 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= 1.0 ANSI/AF&PA NDS Table 4B Allowable Tensile Stress Ft = Ft CD CF= 400 psi ANSI /AF&PA NDS Table 4.3.1 Net Area of Studs A= m8.25 int Allowable Tensile Load Pt = Ft A= 33,00 Ib Built up Column Fastening Requirement - Assume Typical Connection made with 0.131"x 3.0"Nails Specific Gravity of Member Stud Height= 9 ft G = 0.42 Thickness of Member is= 1.50 in. Lateral Capacity Z= 82 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 = 13`!v = Ib ANSI /AF&PA NDS Table 10.3.1 Z' = Z CD Required Spacing for two rows staggered = (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) Ib x 2w„_a) / ( 3300 'Ib / 9 ft ) x ( 12;}in / 1 ft ) _ ]in o.c. µ JOB PRE-32598 SHEET NO 23 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sliding Connections Roof Pitch = 7:12 Wall Height= 9 R ft. Roof member spacingj in o.c. .. 3 Sec Gust Wind Speed = 136, mph Wind Exposure= C ~ " Load from wind on Wall or _ C tl ' Wall Horizontal Pressure= 23:15 psf See page 13 e Wind Load = Wall Press x(Wall Height/2) Wind Load = 1104.2 plfa a Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 2415^ Ib See pages 14 & 15 Length of Unit= 40 ft, 06/07/18 Load along sidewall in diaphragm chord = sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord = 603.7€plf Req. Roof to Wall Load = Max(wind load,diaphragm chord load)x roof mem. spacing= Req. Roof to Wall Load = 138.9 =lb Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails.V Specific Gravity of Member G = ; .11:42 , Thickness of Member is = 1.56 in. Lateral Capacity of Nails Z= 82 lbs 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 11.5.4.2 Allowable Lateral Capacity of Nails Z' = Z Co Cts _ 109 Ib ANSI/AF&PA NDS Table 10.3.1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 139 i lb 109 'Ib cap 2 +per framing member JOB PRE-32598 SHEET NO 23A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sliding Connections Assume Typical Connection made with 0.131"x3.0" Nails in End-Grain. J Specific Gravity of Member G = _0.42 Thickness of Member is= 9.50 in. Lateral Capacity Z= '82.0'4 lbs ANSI/AF&PA NDS Load Duration Factor CD = 1.6 ANSI /AF&PA NDS Table 2.3 2 End-Grain Nail Factor Ctn= 0.67 ; ANSI /AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ceg = ; .;87.8 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 mm1.39 ilb "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 1Ib x 1.6 = 7131 Ib INFO Req'd Stud Req'd g y Load Spacing = Load µ~ 139 ' 16 Ib / 'in oc '104 �._. _... ..__..__.. Plf Nail Req'd Req'd Capacity / Load = Spacing 3 131 lb cap = F104 plf 15 in O.C. 06/07/18 JOB PRE-32598 SHEET NO. 23B OF 44 CALCULATED BY DB DATE 5/30/2018 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 w82 Ib x 1.6, x 0.83 - - 109"I Ib Req'd Building Width Req'd Load Spacing = Load :4202 Ib / x 27.5 'ft 153 'plf Nail Req'd Req'd Capacity / Load = Spacing 109 Ib cap 1.53 , plf 8 In o.c. .* Sty j,r y R. . R Inc 06/07/18 JOB PRE-32598 SHEET NO 24 OF 44 CALCULATED BY DB DATE 5/30/2018 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 s_. 104:;'plf 33. in. 32., in. 06/07/18 JOB PRE-32598 SHEET NO 25 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sliding Connections (cont'd) Design 2nd Story to 1st Story Connection P ILS.&, k Assume Typical Connection made withI n*rv *y ,0.131"x 3"toenails. Specific Gravity of Member G= _. "0.42 : . Thickness of Member 06/07/18 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 Ct„= Z83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Cts = i '109 Ib ANSI /AF&PA NDS Table 10.3.1 2nd Story to 1st Story Connection -line-1 &line-2 v=Vfloor1 326` "i plf Ref. Sheet =,<-14& 15 Connection: 0.131"x 3"toenails. @ , 4 o.c. 2nd Story to 1st Story Connection -line—A&line_B v=Vfloor1 = F142 =Of Ref. Sheet .14&15 Connection: 0 .131"x 3"toenails.m @ 6 "O.C. JOB PRE-32598 SHEET NO 25A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sliding Connections (cont'd) 01F NZ141, Design 1 st Story Module to Sill Plate Connection ; 'A. Assume Typical Connection made with 0.131"x W toenails. Specific Gravity of Member G = 0 42 06/07/18 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 Cts = 109M 4 Ib ANSI /AF&PA NDS Table 10.3.1 1 st Story to Sill Plate Connection - line-1 & line-2 v=Vfloor2 =7 482 11 plf Ref. Sheet , -14`&,1'5 Connection: 0.131".x 3"toenails.. @ , NG "o.c. 1st Story to Sill Plate Connection - line—A& line-13 v=VfIoor2 216 'plf Ref. Sheet ' `14& 15 Connection: 0.131"'x 3"toenails. @ 6 "O.C. USE:ALTERNATE GC3NNECTIOIV 6N PAGE 26 FOR CINE 1=&.LINE 2--'*" a JOB PRE-32598 SHEET NO 26 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sliding Connections Cont'd r i T% N 06/07/18 Design Alternate 2nd Story to 1st Story Connection 2nd Story to 1 st Story Connection -line-1& line-2 v=Vfloor1 =' 326 Of Connector: Simpson Strong-Tie.LTP4 Fastener: (12)0.131in x 1 1/2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 326 plf 21 in. 2nd Story to 1st Story Connection-line.A& line_B v=Vfloor1 = 142 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 142 pif 48 in. Design Alternate 1 st Story to Sill Plate Connection 1st Story to Sill Plate Connection- line_1& line-2 v=Vfloor2 = 482 pif Connector: Simpson Strong-Tie LTP4 Fastener: (12)0,13Tin x 1 1/2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 482 pif 14 in. 1st Story to Sill Plate Connection- line A& line_B v=Vfloor2 = 216 pif Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131 in x 1 1/21n nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 216 pif 31 in. JOB PRE-32598 SHEET NO 27 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Anchor Bvlt'Spacing..OK Slidinq Connections (cont'd) Sill Plate to Foundation Connection -line-1 Connection: X1/2 "dia. Anchor Bolts @ 24 "D.C. Design Sill Plate to Foundation Connection s; Assume 1/2. "'dia. Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends - X,J 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 oF NE Load Duration Factor , � VEIL?/r te ANSI /AF&PA NDS Table 2.3.2 CD= 1.6 + y }owable Lateral Capacity for Bolt in Single Shear Parallel to the Grain a ANSI/AF&PA NDS Table 10.3.1 Z' = Z11 CD= m 1 Q88 k lb IFF Y ;t; Uj w Vfloor2 =` 482 plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 06/07/18 Load at anchor bolt= 4$2`: ;plf x 24 `"O.C. = y' 965 'Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 965' Ib / 1088 Ib = .0:89 Check Compression Perpendicular to the Grain 118in-(thick min,washierfe"I quiretl: Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load = Max of 89 plf See page 4 andQ plf See page 18A Uniform Uplift Load = $ .- plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 89 plf x 24 "D.C. Concentrated Uplift Load = 179 ,. 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 -((Tr/4) (0.5 + 1/16)^2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain P,L = FL Awasher= 565 psi x 3.751 int = 2120` Ib CSI Uplift=> CSI = Load at anchor bolt/PcPefa = ; °:1>79: Ib / ` 212Q Ib = 0:08>� Total CSI = CSI shear+ CSI uplift= 0.89 + µ 0:08 _ 0,97 4K. JOB PRE-32598 SHEET NO 27A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection -line-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 Z„= 680 Ib : fy- p,; _ Load Duration Factor ANSI /AF&PA NDS Table 2.3.2 CD= 1.6 towable 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 Vfloor2 = 482. plf Ref. Sheet 14&.15 . Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 06/07/18 Load at anchor bolt= 482 plf x 24 "o.c. 965 Ib - '� CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 965 Ib / 1088 Ib = 0.89 Check Compression Perpendicular to the Grain 118in 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 89 plf See page 4 and 0 plf Seepage 18A Uniform Uplift Load = 89 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 89 plf x 24 "o.c. Concentrated Uplift Load = 179 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= 22 -((Tr/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/PcPem = 179 Ib / 2120 Ib = 0.08 Total CSI = CSI shear+ CSI uplift= 0.89 + 0.08 = 0.97 ©K. JOB PRE-32598 SHEET NO 27B OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection -line—A Connection: 1/2 "dia.Anchor Bolts @ 32 " 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 % ?Okllowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain w ,, ANSI /AF&PA NDS Table 10.3 1 Z' = Z„ CD = 10$8 Ib w •$ a.. 4 r s:,a�. xtau 6� gA�Yy Vfloor2 = 216 plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt= 216 plf x 32 "o.c. = 576 Ib 6/07/18 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 576 Ib / 1088 Ib = 0.53 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 89 plf See page 4 and 272 plf Seepage 18A Uniform Uplift Load = 272 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 272 plf x 32 "o.c. Concentrated Uplift Load = 726 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= 22 -((Tr/4) (0.5+ 1/16)^2) = 3,3/4 int Allowable Compression Load Perpendicular to the Grain Pc-L = FAL Awasher= 565 psi x 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/ Pcpem = 726 Ib / 2120 Ib = 0.34 Total CSI = CSI shear+ CSI uplift= 0.53 + 0,34 = 0.87 0K JOB PRE-32598 SHEET NO 27C OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection -line_B Connection: 1/2 "dia.Anchor Bolts @ 32 "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 Z„= 680 lb 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 Y: ANSI /AF&PA NDS Table 10.3.1 Z' = Zil CD= 1088 Ib Vfloor2 = 216 plf Ref. Sheet 14&15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 06/07/18 Load at anchor bolt= 216 plf x 32 " o.c. = 576 Ib _ CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 576 Ib / 1088 Ib = 0.53 Check Compression Perpendicular to the Grain 1181n.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 89 plf See page 4 and 339 pif Seepage 18A Uniform Uplift Load = 339 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 339 plf x 32 "o.c. Concentrated Uplift Load = 904 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= 22 -((Tr/4) (0.5+ 1/16)"2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pc-L = FcL Awasher= 565 psi x 3.751 int = 2120 Ib CSI Uplift=> CSI = Load at anchor bolt/ Pcperp = 904 Ib / 2120 Ib = 0.43 Total CSI = CSI shear+ CSI uplift= 0,53 + 0.43 = 0.96 OK JOB PRE-32598 SHEET NO 28 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads _ 3 Sec Gust Wind Speed = 136 mph ; t See pages 13D thru 13F for pressure calcs. 5 Wind Importance Factor= 1.00 06/07/18 Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= 25.2 psf Zone 1 Adjusted Perimeter Suction Pressure= 26.0 psf Zone 2 Adjusted Overhang Suctiori Pressure = 41.4 psf Zone 2 OH Adjusted Overhang Suction Pressure = 41.4 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 27.5 ft. Z= 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Roof 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. = 34 plf Perimeter Edge Zone= 26 psf x 1.33 ft. = 35 plf Overhang Zone= 41 psf x 1.33 ft. = 65 plf JOB PRE-32598 SHEET NO 29 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16"OSB(Unblocked) Fastening: 0113"x2" nails at 6 " o.c. panel edge fastening and 12 "o.c. field fastening Specific Gravity of Roof Framing G = 0.42 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&PA 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= 34 plf - Ref. Sheet 28 Perimeter Edge Zone = 35 plf Ref. Sheet 28 Overhang Zone= 55 pif Ref. Sheet 28 Required Fastening Interior Zone= 12 " o.c. Perimeter Edge Zone= 6 " o.c. O.C. Overhang Zone= 6 06/07/18 JOB PRE-32598 SHEET NO 30 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sheathing Connections(cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vr f= ? '8403 Ib B = 27.5 ft. vroof= 9.53' ?plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/16"USB(Unblocked) Fastening: 1,73`141, nails at 6 " D.C. panel edge nailing and 12 " D.C. field nailing Tabulated Value= r <I.61 J Of vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 _ 225.4 `plf > i„153, I plf OK° 0-k 06/07/18 JOB PRE-32598 SHEET NO 31 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sheathinci Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 9539 Ib B = 27.5 ft. vfloor= 173 Of Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 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 plf > 173 plf OK •A f4 x 4 $ ;I 5j 4 06/07/18 JOB PRE-32598 SHEET NO 32 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Sheathing Connections Wall Sheathing . Design Wall Sheathing Connection to Resist Suction Loads g ,�. p «��,•ard: .� 3 Sec Gust Wind Speed = 136 mph See pages 13D thru 13F for pressure calcs. 06/07/18 Wind Importance Factor= Wind Exposure= C Adjusted Interior Suction Pressure (Zone 4) = 25.2 psf Adjusted Perimeter Suction Pressure (Zone 5) = 30.9 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. = 34 plf Edge Zone = 31 psf x 1.33 ft oc. = 41 plf JOB PRE-32598 SHEET NO 33 OF 44 CALCULATED BY DB DATE 5/30/2018 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 = 0.42. Diameter of Nails D= 0.11.3. 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= 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= 34 plf Perimeter Edge Zone= 41 plf Required Fasteningi ,da ° o, 4 Interior Zone= 12 " o.c. ., Perimeter Edge Zone= 6 " O.C. ,0 } " � 06/07/18 JOB PRE-32598 SHEET NO 34 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required IVN u 06/07/18 c JOB PRE-32598 SHEET NO 35 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required ( j 06/07/18 r JOB PRE-32598 SHEET NO 36 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE 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" M245 'm/ i 87 i / gg / 0 _.._ . Use::1 1/4"x 20 ga steel strap w/(7)0.131x_2,5" 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"N„ .._ 245 • / 87 / 99 / _ 0 Use:i_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 Kneewall Connection "9" ' 818 / 573 / 424 i / 0 Use:'LTS12&(2)0.131"x3.0"nails toed w_E t Lkmv ss t 06/07/18 T JOB PRE-32598 SHEET NO. 37 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required c 06/07/18 JOB PRE-32598 SHEET NO. 38 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 244lf Simpson Strong-Tie MTS18 (6)0.148inxl.5in nails each Sheet 5 Stud Connection pend @32inoc. N i0 d L 0 V 0 V KP 4 b W. 06/07/18 YT 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-32598 SHEET NO 38A OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap line—A 244 plf 6 in D.C. 2 rows of 0 113"x2.0"Nails 2nd Story Wall line_B 244 plf 6 in D.C. Stud to 2nd Story 6 Floor Band Connection 7/16"OSB/PLY overlap line-1 244 plf 6 in o.c. 2 rows of 0.113"x2.0"Nails line-2 316 plf 6 in D.C. N 7/16"OSB/PLY overlap line—A 167 plf 6 in D.C. 2 rows of 0 113"x2.0"Nails j 2nd Story Floor line_B 167 pif 6 in D.C. d Band to 1st Story = Ceiling Band 6 V Connection 7/16"OSB/PLY overlap line-1 244 plf 6 in D.C. 2 rows of 0.113"x2.0"Nails p, line_2 316 pif 6 in D.C. 7/16"OSB/PLY overlap line—A 167 pif 6 in D.C. 2 rows of 0 113"x2 0"Nails 1st Story Ceiling line_B 167 plf 6 in o.c. Band to 1st Story 6 Wall Stud Connection 7/16"OSB/PLY overlap line-1 244 plf 6 in o.c. 2 rows of 0 113"x2.0"Nails line-2 316 pif 6 in D.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 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. Sit VJ- 06/07/18 JOB PRE-32598 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor Ime_A 442 plf 4 in o.c. rim foist min. 3" 1st Story Wall line_B 525 plf 3 in o.c. Stud to Floor 0 11 3i x 2in nails 6A N Band Connection line-1 0 pif 6 in o.c. CUse 2 rows of fasteners along bottom edge of panel d line-2 0 plf 6 in o.c. C C O V 7/16"OSB/PLY overlap sill line—A 442 plf 3 in D.C. plate 1.5" M line_B 525 plf 3 in o.c. Floor Band to Sill 0.113in 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 o.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 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. M . 06/07/18 JOB PRE-32598 SHEET NO 38C OF 44 CALCULATED BY DB DATE 5/30/2018 t CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 429lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Sheet 11 Stud Connection p (5 each end of strap) @16 ino.c. N .4+ L O V ♦O V .Q c w 01 yp x`i ry tLu % 2�5 la 06/07/18 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-32598 SHEET NO 38D OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Desian Summary Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 370If Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 11A Story Floor Band Connection p (5 each end of strap) 16 in o.c. N 2nd Story Floor Band to 1st Simpson Strong-Tie LSTA15 (12)0.148inx2.5in nails Story Ceiling Band Connection 740 plf 11A (One Side Only) 0 in o.c. (6 each end of strap) L = 'C 1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 370 pif 11 B Story Wall Stud Connection ' (5 each end ofstra d 16 in o.c. SILL,, V 0862=- 7t' 06/07/18 1st Story Wall Stud to Floor 370If Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails 11B Girder Connection p (5 each end of strap) @16 in D.C. Floor Girder to Foundation 311If Fasten on-site for listed 11B 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-32598 n SHEET NO. 39 OF 44 CALCULATED BY DB DATE 5/30/2018 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 @ 197 plf 4"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 @ 232 plf 4"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 @ 97 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 @ 102 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) A H N Q RS 1st Story Wall-line-1 7/16"OSB w/0.113"x2"nails @ 7/16"OSB w/0.113"x2"nails @ 612 plf 3"o.c.panel edge&12"o.c.field 3"o.c.panel edge&12"o.c.field 18A dPerforated nailing(exterior) nailing(interior) t N 7/16"OSB w/0.113"x2"@ 2" 1st Story Wall-line-2 570if o.c.panel edge&12"o.c.field 18A p nailing(exterior)-dbl studs @ Segmented shtg seams ,, 1st Story Wall-line—A 7/16"OSB w/0.1 13"x2"nails @ �y Oil 272 plf 3"o.c.panel edge& 12"o.c.field ti,w �' & Perforated nailing(exterior) 7/16"OSB w/0.113"x2"@ 2" 1st Story Wall-line_B 339 if o.c.panel edge&12"o.c.field p nailing(exterior)-dbl studs @ Perforated shtg seams0 0 6z . 06/07/18 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. 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-32598 r SHEET NO. 40 OF 44 CALCULATED BY DB DATE 5/30/2018 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 o.c. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line_1 n - - - 1056 Ib (1)Simpson Strong-Tie CS16 (22) 10d nails ea strap Sheet 21 strap 2nd Story Module to 1st Story Module=line-2 (1)Simpson Strong-Tie CS16 Sheet 21 - _ 1636 Ib strap (22) 10d nails ea_s#t� 2nd Story Module to 1st Story line—A Dead Load of Structure is ,W r� x. qT: w C� , - - - OK Sufficient to Resist 0 ,, Sfi& 21 Overturning Load 2nd Story Module to 1st Story ~A - j Module-line-13 Dead Load of Structure is d - - OK Sufficient to Resist She 21 = Overturning Load 06/07/18 O V C 1st Story Module to Foundation-line-1 1/2 in min concrete cover and C Simpson Strong-Tie 5304 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A t from corner > 10 1st Story Module to Foundation-line-2 1/2 in min concrete cover and 4926 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1.5in 21A STHD14RJ from corner 1st Story Module to Foundation-line—A 1/2 in min concrete cover and 2179 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1.5in 21A STHD14RJ from comer 1st Story Module to Foundation-line-13 1/2 in min concrete cover and - _ 2925 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1 5in 21A STHD14RJ from corner 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-32598 b SHEET NO 41 OF 44 CALCULATED BY DB DATE 5/30/2018 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 Reference 0.131"x 3"toenails Roof to Wall Plate Connection 139 Ib 2 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 139 Ib Grain. NA 23A Plate to Studs 2 per stud 0.131"x 3.0"Nails Bottom Plate to Floor 104 plf NA 23A 15 in o.c. OF NiEpv- ....atdV 6, . aI O � z2 tM C v 5 06/07/18 rA 0.131"x 3"toenails. 2nd Story to 1st Story 326 plf @ 4 in OC N/A 25 Connection-line—I &line—2 0.131"x 3"toenails. 2nd Story to 1 st Story 142 plf @ 6 in OC N/A 25 Connection-line_A&line_B Simpson Strong-Tie LTP4 1st Story to Sill Plate 482 plf @ 14 in OC (12)0.131 in x 1 1/2in nails 26 Connection-line—1 &line 2 0 131"x 3"toenails. 1 st Story to Sill Plate 216 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 JOB PRE-32598 SHEET NO 42 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceding 153If 0131"x 3 0"Nails toed 23B Joist to Endwall Top Plate p @8inOC Lu CAI -All J. O V 06/07/18 c :a U) 2nd Floor Endwall Mateline- Top Plate to Top Plate/ 2101 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)0.1481n x 2.5in nails each Floor Rim to Floor Rim across 2101 Ib 2 Simpson LSTA30 Straps strap NA Mateline 1st Floor Endwall Mateline- Top Plate to Top Plate/ 4486 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2 5in nails each NA Ceiling 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 4486 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"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-32598 SHEET NO 43 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE 17 Design S #i r Sheathing Connection Reference 06/07/18 MAIN ROOF: 153 p 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 Shear OVERHANGS: _ 6 in o.c. edge &field d Wall Sheathing 41 plf 0 113"x2"nails at N 7/16" OSB 6"o c. panel edge nailing and Sheet 33 Non Shear Wall Suction 12"o.c.field nailing 173If 0.113"x2"nails at 6"o.c. panel Floor Sheathing p 5/8in OSB (Unblocked) edge fastening and 12"o.c. Sheet 31 Shear Feld fastening Location Connection Reference N Ridge Connection"6" 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) Sheet 36 0 131"x3.0" nails toed m 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 La LaKneewall Connection"9" LTS12 & (2) 0.131"x3.0" nails toed Sheet 36 2 N N 3 L ' Location Force Connection Fasteners Required Reference 482 plf sliding 2"square washer w/1/2"Anchor 24 in OC Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 27 C Connection-line-1 0 89 pif uplift 1/8in thick min.washer required 0 482 plf sliding 2"square washer w/1/2"Anchor 0Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 24 in OC 27A C Connection-line-2 and 0 89 plf uplift 1/8in thick min.washer required V C 216 plf sliding 2"square washer w/1/2"Anchor 0 Sill Plate to Foundation @ 32 in OC '� and Bolt(Assume 1/16"oversized hole) 27B cc Connection-line_A C 272 plf uplift 1/81n thick min.washer required 216 pif sliding 2"square washer w/1/2"Anchor ILL Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 32 in OC 27C Connection-line-13 339 plf uplift 1/8in 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 PRE-32598 �r. SHEET NO. 44 OF 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE Design Summary(con'd) Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 4202 Ib Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in oc Splices& 0.131"x 3.0"Nails 1521 Ib Sheet 19 Sidewalls 1 st Floor Double 2x6 Top Plate-No Splices N 8971 Ib Sheet 19 'a Endwalls O t U 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of E Splices& 0.131"x 3.0"Nails @ 8 in oc L 3052 Ib Sheet 19 s Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of CL With Splices& 0 131"x3.0"Nails @ 8 in cc p 14 tS� ': �d Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 06/07/18 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. LOT 10 VICINI TY MAF N 13054"'47" W 276.00' 5EE DETAIL 5, S, r TH15 5HEET I Dom_ .5v5.lEc7' s/7, Ln NEW 5TAIR TO .. 5EPT1C TANK / \ BA5EMENT ' In BY OTHERS 5-T • 275' S —— O CLEAR/NG LlM/T5 At W/HT HAY BALE I � NEW DECK AND/OR 51L r cssrofls ,Tt,l FEN61N6. I F1-I Z LEACHING Z n Y • POOL BY µ , e: : o • OTHERS Br 0T rER5 < NEW MUD n g t1 NEW DECK ~ _ ROOM AND p,n U DECK •' - LOT 9 V L f•iakV11''. i`1• � '�^ l3' NEW U) ` / G W I 56,-0„ CI o PROPOSED 50-0 11 FY ` o n •I• s ° o 28' 5/ TT T ATA Dh!/--- ' • 0 5C7M# 1000-103-04-47 l E✓THOLE r l PROPERTY A99RE55: 665 M005E TRAII. NEW DRYWELL. I �-/ CUTGHOGUE, NY IM935 MCDONALD 6E05C/ENCE /O/l3/l5 Ni ZONING D/5T R-40 5EE DETAIL 2, 7N/5 SHEET, `\ 7FMPORARY \ CON57RUGT/ON 'h ENTRANCE. '� PERMITTED PROP05E9 DARK LOAM OL • LOT 51ZE•• 40,002 5F EX15TING/NO CHANGE- 40,002 5F .• \\ t� ''Ct' LOT W/DTH: 150 FT EX15TING/NO CHANGE- 145 FT \ TRENCH DRAIN AT �n cp BRolNN 5/L r ML N \ END OF DRIVEWAY n' LOT DEPTH: 276 FT's EX15TIN01 NO CHANGE-276 FT 3 FRONT YARD 5E7BA6K: 50 FT 56 FT — - - - - - - — \ — - - - - - - - _� _ - - - - - - - 5/DE YARD: 15 FT 23 FT \ BOTH 549E YAR05: 35 FT 81,50 FT REAR YARD: 50 FT 165.50 FT LIVABLE FLOOR AREA: 850 5F PALE BROWN S 14°06'37" � 276.0® MAXIMUM PERMITTED Dl1dEN5/ONS: FINE S�rND 5P LOT COVERAGE(PERCENT) 203� 436 LITTLE NECK ROAD PLOT PLAN INFORMATION BA5E9 ON 5URVEY, BUILD/NO 2 //2 2 HEIGHT 35 FT 28'-ll3/4"FT STORIES DA 7E9 JAN 3/, 2010, PREPARED B)'-.- JOHN T, MET36ER LAND 5URVEYOR AT NONCONFORMING LOT REOU/REMENT5 FOR 20,000 TO 39,994 5.F AREA PER 280-1248, PEGON/G 5URVEYOR5 P.C. 1230 TRAVELER 57REET NO XA TER SOUTHOLD, NY/1471 BUILDING AREAS: �7� CELLAR F/R5T FLOOR 5ECOND FLOOR ENCOUNTERED LIVABLE AREA 1,154 1,250 /,159 ®� /P�A/�� / NOTE: PATIOS/TERRACES/DECKS 255 -PROVIDE MIN OF lO FT. BETWEEN WA lER GARAGE --- 840 --- LINE5 AND SANITARY POOL5. 5CALE• P = 20'-0" 5708 YAA7r=R Rr=7EN7I ON CALCULATIONS SOLID CAST IRON MANHOLE , -____— ,B•-0-MA. �, _ _ __.__,__- __ � � L �,��, USE MA AREA (5 F,)X RUNOFF V DRA E5/GN X DESIGN RAINFALL DE5VOL. ('G �.__. GOEF EQUI IND lGN VO F FRAME AND LlD W/7N TYPE 'F" m FLOW ROOFING A5PHAL T 2847 5.F. X l.0 X 0.16 = 464 AREA I G.F, 5TORAGE REQUIRED = 464 U5E(2)DR*ELL 5 6'-O"DEEP r. . z LOCK(410)LB NEEHAH FOUNDRY >R�A°E = +'`'f .:,`,%„, -_,°p •� `� SHINGLE STORAGE CAPACITY OF 8'D/A. RlN6 =4224 8'DIAMETER RING = 12 V.F. Y �. .,, "q -R-....1..-: ,•, t .... f 50' MIN R1422 TO GRADE 1 �:. -I= + - - ----------------- -- -- - --- E/' "r-' ” BUT SUFFICIENT TO KEEP ` �, Y'f `{' y (/ f E •B_MIN I �� I SEDIMENT ON SITE PVC 5DR 35 PIPE. 5EEPRECA5T GONG. MANHOLE � N� � �� HAY BAIL ANB/OR i AREA I VF. OF 5TORAGE REQUIRED =10. 8 V,F. RADE � O i 14" VERTICAL SIIT FENCING 517E PLAN FOR 512E _ ' SLOPE FACE ,: PRECAST SOLID FLAT TOP �o� �� ; 01 DRIVEWAY A5PHALT 1230 5.F, X 1,0 X 0.16 = 1460 AREA l C.F. 5TORAGE REQUIRED = 196.8 USE l DRYWELLS 5'-0"DEEP () ' n PERSPECTIVE VIEW '� STORAGE CAPACITY OF 8'DIA. RING =4224 8'DIAMETER RlN6 = 5 VF 0 0 0 0 0 6 PRECAST TRAFFIC BEARING _ o r a a o SLAB TOP- 4000 P.S.L- RE/NF BEDDINGDETAIL ;° ' ,. : .• O O 0 O 1=1 MIN 24"C05HE9 5TONE OR 36" MINIMUM 2 x 2 ® cn O O O O FENCE POST ANGLE FIRST STAKE TOWARD g" AREA I VF OF 5TORAGE REQUIRED -4.66 VF PROVIDE 2'-0"MIN SAND -, ' GRAVEL ON ALL SIDES _ PREVIOUSLY LAID BALE. 0 '•` WOVEN WIRE FENCE . COLLAR AROUND RING RING TO REST ON UNDlST. SOIL �6 x 6.10/10 WWF) FLOW 1 W/A MIN, BEARING CAPACITY Z •,'••• .• •.:,. ~j"�•. •+• FILTER CLOTH OF 2 TONS/5.F 11"n1Exis,un,MRn I-- I PRECAST RING- 4000 P5I RE/NF,- TYPICAL EMBED FILTER CLOTH �RADF _ PLAN VIEW MIN. 6" INTO GROUNDi .. ...-. BOUND HAY BALES 4 I E PLACED ON CONTOUR NOTE: — — — 2 RE-BARS: STEEL PICKETS OR R 0 A D E snNc R o� MAXIMUM DRAINAGE AREA !� 2"x 2"STAKES 1.5'to 2' IN GROUND. / 112 ACRE/100 LINEAR FEET DRIVE STAKES FLUSH WITH TOP OF HAY BML AND/OR I''u;as'iM .....uk,o UI,"oi cD JJJ"' HAY BALES. aLT rT:NNCINc SECTION DETAIL ANCHORING DETAIL CROSS SECTION SCALE: �IJE�11C�5 l Ali_-ELll<� EROSION &SEDIMENT CONTROLS CLEAN SAND SHOULDER SCALE: N.TT.S. SCALE: N.T.S. SCALE: N.T.S. Shall include but not be limited to: AREA, TYPICAL --- EXISTING ASPHALT A well maintained Construction Entrance, ROAD SURFACE Wire Backed Silt Fencing,stabilization GRADE Seeding of exposed and/or inactive soils- ;jz,y�;A;:..:...w_�.>w.xC.::'' 2_r: ,i:?y'e+Z:w`,'y4,.y�..,• D " Di4AINAGE INSPECTIONS ARE REQUIRED D 4p�Q4op°Qqa°4p CLEAN GRAVEL FILL. Contact TOS Engineering at 765-1560 before aDp Cs 0,00 0 0 FILTER CLOTH Backfill, OR Provide Engineer's Certification 04 pp © 0 0 VC> Dp ° o 0 o as _,.., UNEXCAVATED sOIL that the drainage has been installed to Code, q O tS q3 0 Bpd �b a0C�''t - APPROVAL OF STORMWATER MANAGEMENT a Da ly b° °o {III! DaO�ST R�PN T n Cod to 236 H - Approved i�� � (" Pp d by: FRENCH DRAIN DETAIL SEAL: REVISIONS/SUBMSSIONS: DRAWING TITLE: -- � N� I! l ��—�� DATE DESCRPTM /. FjED A, 7/10/18 PREUMMARY SCALE: N.T.S. � ao N R PROPOf ED PLOT PLAN 7/24/18 UPDATL 0/8/18 8/17/18 O rrWR MLOG ATr_RDETAIIJ A/yD JITE DETAI�/ � � �J•kt� I �,! No. 4- ! CAD FU NAIuE: 0, N`=��!% 1959_PPO1 N E M S C H I C K S I LVE R MAN ARCHITECTS PROJECT TITLE DATE NSA PROJECT +: "...the business of ARCHITECTURE." JIRICO RUIDCACE 7/2/18 18-1939 - — — - - 665 MOO,/'E TRAIL SCALE DRAWING NOS — - t'""'--- -- ---- - CUTCHOGUE, /W 11955 160 MAIN STREET, SUITE 200 SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2018 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 105 04 47 15KJ ` �Vv Blower door and ductwork testing required. APP O'JED AS NOTED DATE: D B.P.#—L31W FEE: i� l r BY:—Z= NOTIFY BUILDING DEPARTMENT AT Must provide Manuals 765-1802 8 AM TO 4 PM FOR THE D, J and S as per FOLLOWING INSPECTIONS: NYS Ener I. FOUNDATION - TWO REQUIRED bode FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR Co. PLUMBER CER TIFICA T101 y- ALL CONSTRUCTION SHALL MEET THE ON LEAD CONTENT BEFORE REQUIREMENTS OF THE CODES OF NEW CERTIFICATE OF OCCUPAN(- YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN WATER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ;ALl.' BNGWASTE WASTE ),,. ,.WATER LINES NEED TWINE BEFORE COVERING �.`. ! OARD �6►�HEtB-tB��S E� DO NOT PROCEED WITH FRAIANG UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. ELECTRICAL OCCUPANCY OR INSPECTION REQUIRED USE IS UNLAWFUL WITHOUT CERTIFICA I I� TRUSS PLACARDiNG REQUIRED OF OCCUPANCY All exterior lighting DRAINAGE INSPECTIONS ARE REQUIRED installed, replaced or Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification repaired shall conform that the drainage has been installed to Code. to Chapter 172 of the Town Code INDEX INDEX. R MODEL LIST NUMBER DESCRIPTION DRAWN REVIISION NUMBER R DESCRIPTION FmwDATE oarE of 2 RANCH - 1 FAMILY FlaCOVER SHEET 3-22-91 8-18-2017 7a CROSS SECTION for 2a,h,q 3-22-91 6-01-2015 2b, CAPE - 1 FAMILY 7a1 RESERVED FOR LATER USE ----- - - 2c RAISED RANCH - 1FAMILY .TYP RANCH PLRN 3-22-91 6 01-2016 7a2 2d RRNCH ELL - 1 FAMILY 2b lzTYP CRPE PLAN 3-22-91 6-01-2016 RLTERNRTE BRRCED WRLL 2e RRNCH TEE - 1 FRMILY 2c TYP RAISED RRNCH 3-22-91 6-01-2016 7a-3 DETAILS 11-1-2005 8-16-2017 2f SPLIT LEVEL ELL - 1 FRMILY b 2d TYP RRNCH ELL 3-22-91 5-01-2016 RLTERNRTE BRACED WALL _� 2 SPLIT LEVEL TEE - 1 FRMILY 7a_4 6-01-2016 /� 2e TYP RRNCH TEE 3-22-91 6-01-2016 DETAILS 2h RANCH - 1 or 2 FRMILY p 2f TYP SPLST LEVEL ELL 3-22-91 6-01-2016 7b CROSS SECTION for 2b 3-22 91 5-01-2016 21 RISED RANCH - 1 or 2 FRMILY �1 ® ° � 2 TYP SPLIT LEVEL TEE 3-22-91 6-D1-2016 7c CROSS SECTION for 2c,1 3-22-91 601-2016 2 2 STORY - 1 FRMILY 14S6 RRNCH- 1 STORY- 1 FRMILY 3-22-91 6-01-2016 7d CRO55 SECTION for 2d,e 3-22-91 6-01-2016 2k -2 STORY 2 FAMILY RTTRCHED OR 2 FRMILY 7e CROSS SECTION for 2f ,I 3-22-91 6-01-2016 2k1 2 5 ORY UPPER/LOWER - 2 FRMILY RAISED RRNCH 1 FRMILY 7f" CROSS SECT. for 2i,k,k_l,n 3-22-91 6-OL-2016 ZI END TD END SPLIT - 1 FRMILY RTTRCHED OR 2 FRMILY 3-22-91 6-D1-2016 7f2 CROSS SECT. for 2s 2-15-1995 6-OL-2016 I 2m I CONTEMPORARY 2 STORY - 1 FAMILY 7 TYP 2 STORY 3-22-91 6-01-2016 7g 9/12 OR 12/12 ROOF OPTION 3-22-91 6-01720162n SINGLE FAMILY RTTRCHED - 1 FRMILY Zk 2 STORY- 2 FRMILY 3-22-91 6-01-2016 79 1 12/12 VAULTED ROOF OPT. 3-22-91 6 D-2016 20 1 MODULE RANCH - 1 FRMILY 2k1 2 STORY UPPER/LOWER 2 FRMILY 6-14-93 6-01-2016 7g2 7/12 VRULTED ROOF OPT 8-10-2006 6-01-2016 2p 1 MODULE WIDE 2 STORY - 1 FRMILY 21 JENO TO END 5P Xr LEVEL 3-22-91 6-01-2016 79-31 VAULTED ROOF FRAMING DET.10-31-2008 6-01-2016 2 3 MODULE RRNCH - 1 FRMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 6-01-2016 7h CRO55 SECTION for 2m 3-Z2-91 6-01-2016 2r 5RLT BOX - 1 FRMILY 2n I 1 FRMILY RTTRCHED- 2 STORY 3-22-91 6-01-2016 71 OPT. CRO55 SECTION for 21 3-22-91 5-01-20161 2s 3 MODULE 2 STORY - 1 FRMILY 20 I TYP SINGLE MODULE RRNCH 3-1-93 6-01-2015 7I RLTERNRTE CONST. DETAILS 3-22-91 6-01-2016 I 2t RLTERNRTE 2 STORY - 1 FRMILY 2p 1 TYP SINGLE MODULE 2 STORY 3-1-93 ;16-01-2015 7k RLTERNRTE CONST. DETAILS 3-22-91 6-01-201fi INDICATES MODEL s PAGES 2q 13 MODULE RANCH PLRN 3-22-95 E 71 RLTERNRTE CONST. DETAILS 3-22-91 6-01-2016 X CONTAINED IN SET 2r 5RLT BOX 3-22-95 7m RLTERNRTE CONST. DETAILS 3-22-91 6-01-2016 ���OF PAGES IN THE SET NOT INCLUDING COVER SHEET 2s 3 MODULE 2 STORY PLAN 2-13-95 7n RLTERNRTE CONST. DETAILS 3-22-91 6-01-2016 DRAWINGS SUBMITTED ON LESS THAN 24°x 36° 2t RLTERNRTE 2 STORY 3-22-95 _ 79 1 CROSS SECTION for 20 3-1-93 6-01-2016 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED. 7q I CROSS SECTION for 2P 3-1-93 6-01-2016 2E1 OPTIONAL ELEVATIONS 3-22-91 6-01-2016 2E-.2 OPTIONRL ELEVATIONS 3-22-91 6-01-2016 Ba FRRMING DETAILS 3-22-91 6-01-2016 EE !2i8b FRAMING DETRILS 3-22-91 6-01-2016 Bc FRRMING DETAILS 3-22-91 6-01-2016 3a SCHEDULES 6 NOTES 3-22-91 8-16-2017 Sd FRRMING DETRILS 1-13-98 6-01-2016 3b ISCHEDULES 6 NOTES ,3-22-91 846-2017 8e FRRMING DETRILS 4-23-10 6-01-2015 5TRUCTURRL SCHED. 6 NOTES 6-01-2016 8e1 FRRMING DETAILS 8 0-2013 6-01-2016 100 3c 35 - 65 PSF GSL 3-1-93 1- Bf FRRMING DETRILS 03-0 6-01-2016 3c1 STRUCTURAL SCHED b NOTES 3-1-936-01-2015 65 - 90 PSF GSL �. _ 9aFIRE RATED RSSEMBLY DETRILS 3-22-91 6-01-2016 '2 FRMILY - 4e FOUNDATION for 2a,b,I,m 3-22-91 6-01-2016 9b FIRE RATED R55EMBLY DETAILS 3-22-91 6-01-2016 4b FOUNDATION for 2c 3-22-91 6-01-2016 2 FRMILY 4c FOUNDATION for 2d,e 3-22-91 6-01-2016 9c FIRE RATED ASSEMBLY DETRILS 3-22-91 6-01-2016 4d FOUNDATION for 2f1H 3-22-91 5-01-2016 UPPER/LOWER - 2 FAMILY 4e FOUNDATION for 2h,k,k1 3-22-91 6-01-2016 9c1 GARAGE FIRE RATED ASSEMBLIES 6-01-2016 -- " 4f FOUNDATION for 21 3-22-91 6-01-2015 9c2 GFRRGE FIRE RATED PBSUILIES 5-01-2015 4 14g I FOUNDATION for 21 3-22-91 6-01-2016 ZERO-LOT-LINE FIRE RATED 4h FOUNDATION for 2n 3-22-91 6-01-2016 9d ASSEMBLY DET. - 1 STORY 11-18-96 6-Oi-2016 41 FOUNDATION for 2o, 3-1-93 5-01-2016 9e ZERO-LOT-LINE FIRE RATED 11_18-96 6-01-2016 9/2127 4,I 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 5-01-2016 5a ELECT d HEAT for 2a 3-22-91 6-01-2016 •Sb_ ELECT d H_ERT for 2b 3-22-91 6-01-2016_ 1.0aATTIC HVAC DUCT ST _UCT SYEM 3-2.2-91_5-01-20.1_6 Sc ELECT d HEAT for 2c _ 3-22-91 6-01-2016 TYPICRL HVRC DUCT SYSTEM SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL DESIGN LORDS MUNCY HOMES, INC. - PLRNT LOCRTIONS NOTES 10b 4-i-97 6-01-2015 LIVING 40 PSF LNG - 30 PSF SLEEPING PLRNT NUMBER 1: SALES DIVISIONS: L DISCRETE MODELS(PLANS HAVING THE SAME SPECIFIC Sd ELECT d HEAT for 2d,e,f, 3-22-91 6-01-2016 RANCH RND CAPE MODELS STAIRS: 40 P5F 1567 PR ROUTE 442 MUNCY HOMES OR REVERSED ROOM ARRANGEMENT RND/OR 5e ELECT d HEAT For 2h 3-22-91 6-01-2016 TYPICAL HVRC DUCT SYSTEM DECKS AND BALCONIES: 60 PSF MUNCY, PR 17755 SUPERIOR BUILDERS ARCHITECTURAL STYLE)SHALL THESE DRAWINGS WITH OUT MODIFICATION,PREPARED FROM OTION Sf ELECT b HEAT for 21 3-22-91 6-01-2016 lOc 2 STORY MODELS 4-1-97 6-01-2016 BE: PREMIER BUILDERS OR DELETION IN ANY MANNER. 59 ELECT d HEAT for 2),k $3-22�-955-01-2016 91 6-01-2016 ATTICS WITHOUT 5TORRGE: 10 PSF PLANT NUMBER 2: z. BATH,TDILET AND SHOWER ROOM LAYOUTS SHALL BE ATTICS WITHOUT STORAGE ARE THOSE 1565 PR ROUTE 442 DERIVED FROM SHT 6%MINIMUM FDCR1RE CLEARANCES, 5g1 ELECT b HEAT for 2k1 93 6-01-2016 WHERE THE MRK CLEAR HEIGHT BETWEEN MUNCY, PR 17755 LIGHT APED VENT SHALL BE COMPLIED WITH. Sh ELECT 6 HEAT for 21 91 6-01-2016 JOIST RND RAFTER I5 LESS TI RN 42 MINIMUMROOMROOM RIM'S,AREAS,LIGHT,VENT AND EGRESS INCHES, OR WHERE THERE ARE NOT 2 OR PLRNT NUMBER 3: FOR HABITABLE SPACES SHALL BE COMPLIED WITH. Sl ELECT b HEAT for 2m 91 6-01-2016 MORE ADJACENT TRUSSES WITH THE SAME 1567 PR ROUTE 442 3. KITCHEN LAYOUTS SHALL BE DERIVED FROM BHT 6. S ELECT d HEAT for 2n -91 6-01-2016 WEB CONFIGURATION CAPABLE OF MUNCY, PR 17756 MINIMUM LIGHT AND VENT SHALL BE COMPLIED WITH. Sk ELECT d HEAT for 20 3 5-01-2016 MINIMUM ROOM DI9'S,AREAS,LIGHT,VENT AND EGRESS CONTAINING R RECTANGLE 42 INCHES HIGH FOR HABITABLE SPACES SHALL BE COMPLIED WITH. g ELECT b HEAT for 2ft 3 6 O1-ZD16 BY 2 FEET WIDE OR GREATER MODULES TO BE MANUFACTURED BY 4.CLOSETS MAY BE ANY SIZE AND PLACED ANYWHERE MUNCY HOMES, INC. MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS Sm ELECT d HEAT for 2q 95 6-01-2016 FOR HABITABLE SPACES SHALL BE COMPLIED WITH. DEPARrMENNTOFSTATE ATTICS WITH LIMITED 5TORRGE: 20 PSF USE GROUP: DETACHED ONE 6 TWO FRMILY DWELLINGS CLOSETS OR STORAGE AREAS S=AS HABITABLE 5n ELECT 6 HEAT for 2r 95 6-01-2015 DMSION OF BUBDING STANDARDS AND CDOES ATTICS WITH LIMITED STORRGE RND RND/OR TOWNHOUSES SPACE SHALL COMPLY WITH HR817RRI F SPACE So ELECT for 2s 95 6-01-2016 AUTAN1',NY12231-0001 CONSTRUCTED WITH TRUSSES, THIS LIVE CONSTRUCTION TYPE: V-B UNPROTECTED 5 oR DOOR AND WINDOW NTS SEE SCHEDULES,ENERGY SUMMARY, 5p HEAT for 2s 95 6-01-2016 SFemp dApprmml We STstsm,Model or Component LORD NEED ONLY BE APPLIED TO THOSE SEE DRAWING 3e.FOR SECOND FLOOR STAIR DETAILS, M1387 2017-123 10/20/2017 PORTIONS OF THE BOTTOM CHORD OF NOT FOR LOCATION OF THIRD PARTY LABEL, SEE DRAWINGS 76 7f.7h 7L 7q. Sq ELECT for 2t 95 5-01-2016 LESS THRN 2 RDJRCENT TRUSSES WITH 5 TNFPR 13D FIRE 5PRRXLER SYSTEMS Q2313.i 6 2,NY5 ManefIft ppsNe AppVr�on Na DaM ofAppmrel THE SAME WEB CONFIGURATION CERTIFICATION LABEL AND DRTR PLATE SEE Sr HEAT for 2t 95 6-01-2016 �pp'wel� �mmorwmem�a GENERAL NOTES - 2 NOTE a7, SHT 3b. ZDI7 UCS)ARE REDO FOR 1 6 2-FAMILY DWELLINGS s ArID CONTAINING R RECTANGLE 42 INCHES Towel)3-ST wES THE BUILDING HAS R HEIGHT of Th¢ HIGH BY 2 FEET WIDE OR GREATER Z)3-STORIES ABOVE GRADE PLANE AD I&dmtlu sd�dmsmds mmr�WCodeEr"�e�s RPPI TCRA F .DD S d STRNDRRDS: Z)2-STORIES ABOVE GARDE PLANE 6 HABITABLE ATTIC AOtlm ml�dpmknost mrepgorelgmslaal O�deEdar®rem016tld. ATTIC SPACES SERVED BY R FIXED STAIR 3)S-STORIES ABOVE GRADE PLANE 6 HABITABLE ATTIC 6e ISC L DUS S 3-22-91 6-01-2016 , SHALL BE DESIGNED TO SUPPORT THE - 2015 IRC WITH SPECIFIC CODE PRINTINGS, DEFINITION R202 BA5EMEINT) R STORY THAT IS NOT MINIMUM LIVE LORD SPECIFIED FOR APPENDICES, & REF'D STANDARDS RS IDENTIFIED R STORY ABOVE GRADE PLANE (SEE AL5D^STORY 6 T PLUMB G - DO 3- -91 B-16-2017 Jo Addm.,Mktbnq D..t r D'W1Iftdmedes,RA IN THE 2017 UNIFORM CODE SUPPLEMENT (UCS). ABOVE GRADE PLAN• 6b_1 PLUMBING for 2,k,k_1 3-1D-97 6-01-2016 SLEEPING ROOMS (30 PSF). -DEFINITION R202 STORY ABOVE GRADE PLANE ANY STORY - NYS 2016 ENERGY CODE - REF THE 2015 IECC HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE 6C PLUMBING for 2m,n,p 3-22-91 5-01-2016 WIND: 35G, EXP. C (std) EXP. D (opt) WITH SPECIFIC CODE PRINTING, APPENDICES, GRADE PLRNE, OR IN WHICH THE FINISHED SURFACE OF 90 - 120 mph NOMINAL (Vasd) b REF'O STANDARDS AS IDENTIFIED IN THE 2016 THE FLOOR NEXT ABOVE I5 EITHER OF THE FOLLOWING ENERGY CODE SUPPLEMENT (ECS) ALL 2016 UCS 1)ENTIRE FTR MORE THAN 6 FT ABOVE GRADE PLANE r1 116 - 139 mph ULTIMATE (Vult) D MORE THAN 5 FT ABOVE GRADE PLANE FOR MORE MRSTER SERIES 140 mph ULTIMATE 6 TOPOGRAPHIC WIND REFERENCES IN THE NYS 2016 ENERGY CODE SHALL THAN SM OF THE TOTAL BUILDING PERIMETER. EFFECTS REQUIRE ENGINEERED DESIGN INSTERD REFENCE THE 2017 UCS 3)MORE THAN 12 FT ABOVE FIN GROUND LEVEL AT INDEX ENERGY CONSERVATION COMPLIANCE SHALL BE ANY ONE POINT. GROUND SNOW LOAD -_Pg: 35 - 90 (FIG R30L (5)l THROUGH CHRPTER 1L COMPUTER SOFTWARE RS EASED THE 5T 11-EoErsSq nELSa S INCLUDING�CONSIDERE TRADITIONALBASEMENT COVER SHEET PROVIDED IN SECTION N110215 - REScheck. Wpm-0�BASEMENTS, p� T 2�yp.S ABOVE SEE AS BUILT FLOOR PLRN FOR WIND AND RESCheck CALCULATIONS SHALL BE DONE FOR EACH ARE STORIES ABOVE RADE PLANE MASED ON THE SNOW DESIGN LORDS UNIT AND SHALL BE PROVIDED TO THE AUTHORITY DEFINITION,AN AUTOMATIC FIRE SPRINKLER SYSTEM IS MUNCY HOMES, INC. HAVING JURISDICTION. "NOT°REQUIRED - RSHRRE 90.1-2013 (RS INDENTIFIED IN THE 2016 ECS) -WHEN THE IST of 3-(LEVELS N4ETrER INHABITED DR 1567 PA'ROUTE 442 SEISMIC DESIGN CATEGORY: B, C OR DO UNUSED UNDER-FUR SPACE)15 CONSIDERED A STORY TOWNHOUSES SHALL BE DESIGNED TO SEISMIC - NEC 2014 ABOVE GRADE PLANE(BASED ON THE DEFINITION)AND THE MUNCY, PR 17756 "A OR DO PER 8301.2.2. DETACHED ONEI RND - NFPR 13D 2015 NEXT 2-LEVELS ABOVE ARE ALSO STORIES ABOVE GRADE TWO FAMILY DWELLINGS LOCATED IN SEISMIC - RSCE 7-2010 5� THE �w+AUTOMATIC DRN SY DRTE SCALE REV. SHR. N0. DESIGN CATEGORY C RRE EXEMPT FROM THE - NDS 2015 7.-FOR FIRE RATED ASSEMBLIES,SEE DRAWINGM 9- DATABASE NAME SEISMIC REOUIREMENTS SEISMIC 3-22-91 NONE 8-18-2017 la 01\laml 2O-0"MIN.BUILDING LENGTH FIELD NOTES 20'-W MW.BUDDING LENGTH - L INSTALLATION LIGHTS B�D�PED LOOSE FOR FIELD ' 10'-0°MIN.LENGTH OF MODULES 10'-O'MEN.LENGTH OF MODULES64'-0°MAX.LENGTH OF MODULES 2 SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD ALT.LOCRTION OF VENTS 1NSTALLRTIDN BY BUILDER. _ fi4'-0°MAX LENGTH OF MODULES T L0,MB NOF 4257 4257 t>z tart v nal x sa. >,Iz hart a�bml 4257 4257 WLTH OPT.GARR 3 STOOPS. HRNORg1L5.QIT'iiERS.OOWNSPp tt2 tsar d ORRWS WITH ,____I-_____r______ ------- GUTTERS, BY r URI]ER IN ACCORDANCE WITH STATE AIS/OR LOCAL GARAGE 3037 4 I' NOTE 63 I�. . I I a IR verb I I CODES. ______ I TIL°MIN. 11 . I 1 I I ----------------- I1 FAMILY ROOM ❑ s aT,asr 11 , I I 1 I ALT 1 I 4. BASEMENT WAQ10W5 ARE OFTIWJfiL AND INSTALLED FT BY _____________________ 1. • UI DER I'_ s I I I r sus a IlaliY'� I I DEN 11 ' ^ ' i' 7By��py� RLL SIDING FOR UPPER LEVELS.SHIPPED LOOSE FOR - D i 11 ' i i j MW RORRERI 70 g i r°0ru ��Mw• 11' �i i i t•p"f�J. I t i FIELD IN5TFll1HTI0N5IDIJ B B��ONi.REAR AND Ii ALT.CLOSET r1146 Sol atl RS. tw1616m.x''.SR t BATH 61 1I 9 , '•-- 1 g i I BATH•9 F i i I I r rlrtsr Ir m etn a>z vOrt a wml .MIIN. i E AND LLE. ?IlENER ,�RTION SIDING SUPPLIED ___, 1 1 ' 1 I'pg i i t 1z i' F 7. ITpNEyRMgqIIJRTIO�,HEIGHT OF ME 5 FIFSD o 'i ❑ r tart NOTE s9 OPT.OINIING ROOM t LL. y 1 1 I T-0°MIN. 11 TM s2 NTN.BEER 70 SF i i NOTE I ' t i i' FIGHESTI I P W�HEREENTF1ElA'P BTIOR�OOF AND -- OPT.NOOK r arose r n -------- I,OPT.FAMILY ROOM 'i I IOOM 144 txr i oxiul - MON.F➢zEFC 70 SF __. .�; i I r NOTE 5❑ �' 4'-ll° ' i i i' RT LEAST Z HIGHER THIRN THE P I I 11 8. IF GARAGE 7S SPECIFIED.DOOR AND FLOOR ARE THE �' Et i ' u❑ ,� u _ _, --- I ;' GUIDERS RESPONSIDILITY. 1 , I I I 31'-� ''- = I ' t T-0°MIN. ^ 1I _ ..'� i__ ..tj _,i 9. RIDGE VENT SHIPPED LOOSE FOR FIELD INSTALLATION _ w i I ® NOTE s22 I i, i t ti, 11 I a K I I BY BUILDER.SEE GENERAL NOTES-2,NOTE s10.SHT 3b. m w i r xss w.am ad SII. _i I r--- NOTE 619 j m• i 11 NOTE•9 r NOTE a9 b ------ ya t ` 10 ALT. r I I�------' '------- -- -- i Z - �, I I 11 ____ NOTE s5 I v, UTILITY I I - I I a 1 1 1 1 1 1 I I u I NOTE 65 --- __ �_ -__-__---- NOTE Q I j SEE NOTE s27 i I 1 1 1 1 1 1^. - + 1 I i I 11 1 I I I I 1 1 I I I I o II II ALT I I I I I 1 , •: 11 II " 11 ' ' ' ' ' ' ' 11 11 FLOOR PLAN NOTES 1 II 1 1 1 1 1 1 - II 11 II r- 11 II STAIRS 11 1 I 1 la,� ❑ I I 1' i i 'i ----v I NOTE s14 i �MIy I I L �p�ppd pN�pDORS RRE INTERCIiRNGABLE yam}{THOSE 5 I I 7'-0"MM ❑ I I I I I I 1 r 14 11 T-0" 11 i __�t SHOWN ON SHT 3s PROVIDED LIGHT GFBLE MTION o ❑ i i F_----+J-�J_� LIVING ROOM. j l l i - l i i I-_____" 1 I 20'-0'MAIL �y d EGRESS REQUIREMENTS ARE:MET. MLN.FlREFi.� 11 II 11 FAMILY ROOM II TI II I I 2 WIMIOWS WILL RODEO 77pp PROVIDE 85 LIGHT 6 4S NOTE 629 I' 11 II DEN VENTIIRTION RROOM S77E5 CHfiNGE 11____ BEDROOM 'l-____" n I I = I I ATE p25 1 I 'i I NOTE e14 MIN W2ER:70 5F T 3 SEE SHT S.FOR ALTERNATE M0�5'T�B�RTHSBLOCATEO ON t ' I l i i i_____1u I' T-0°MLN. 'r 4. 9RpRE pV lI a�v IN ❑ i t i i-----i i FOYER DIM.VARIES 1 11 {JRLLS. _ 1 5 RRRTAGEpqWNALL�ESMRNNT BE OMITTED PROVIDED THE BDEN 14EDROOM i f_____�I O WIT11 WIDTHOr DIHIING ROOM I I'F I i " i I BEoftOOM I I � TIO OMRNURLOT EXCEED TA.SHOWN IIl FAMILY UL---- MIN.OPT.FAMILY ROOM I 'WINDOW RELOCATED IF I I 11 T-0°MIN. I I 1 I a MDL MIN.AREA:70 SF �`OPT.GARAGE IS PROVIDED I 1 I I I MLN.AREA:70 SF I j a I LIVING '1 i 1 t 7'-0°MIN. I I I Z 6. ApLL ROOF PITCHES SHOWN ARE S/12 UNLESS OTHERWISE ' ' t II NOTER E3 4 i I MIN.AREA:NOTE 128 DIM.VARIES WITH WIDTH OF UNIT 1 I Ei I 1 '`---^------ :� 1 ' -e----- �---- _ 6i ' flLL HgNDRA1L5 BT BUIlDQR n ..______. I I i i i I 7. CATHEDRAL CEbINGS AVAILABLE 7N MOST UNITS, _----__--_, I I HEIGHT:94"MIN.38°MAX I I I� SEE SHT 7F I.-----_____t______--__- FOR STAIR DETAILS,SEE SHT 4s tl I 4257 4257 d fl0011-fONflL FULL.3/4 OR 1/2 BATHS MAY BE RODEO ------i------l-___ It __________,1 AS SHOWN ON DRAWINGS, 4257 OPT.DRESSING RM. 4257 WITHIN THE UNIT.MINIMUM ROOM DIMENSIONS,AREAS, 4257 4257 L❑ 4257 4257 ___________. Uig qTY HAVE OFt5EI5,A /OR�OJOIEIgNG BROOM LIGHT,VENT AND EGRESS FOR HABITABLE SPACES UNN7tN17f5Sf 5 MR ITHEIRBE OF OVRRRBU�THG DTHS gND�ARYING SHALL BE COMPLIED WLI{ LEN 5. UNITS R E ONE OR TWO OPT.OPEN FOYER-SEE NOTE r2B S. HALL MAY BE LOCATED IN FRONT OR REAR MODULE MIN HABITABLE RRI3i:70 SF FIRST FLOOR PLAN SPORT ANO MAY B OTRTEO 80. La WSq CRILLAY MAY BE OMITTED OR EXTENDED TO FORM 570YMAXIMUM AREA OF ANY ONE FLOOR]S GOVERNED FW BY THE APPLICABLE BUILOAG CODE SEE SHEET 3b, GENERAL NOTES - 2 NOTES tt13 6 tt17 Mga NUMBER OF MODULES= 1L SHUTTERS ARE DPnDNflL scALE: v4"=r-o" FOR CROSSSENSECTIONS AMNO ALTERNATE CONSTRUCTION DETAILS" SECOND FLOOR PLAN FGENERAL OR LABELS ES 2,N PLATE LOCATIONS,SEE SEE SHTS 7f.79,71,7k.7LI,71.7m.711.70.8s.8b,Ed 13 FOR E EDNUULLE�S q NGENERgL NOTES SEE SHEEP 3b, GENERAL NOTES - Z NOTES tt13 6 tt17 SEE SHTS 3s RNO 36. --- SCRLE: 1/4' 11-0" 14.FOYEx MAr HwvE T E MLN CLG HGTH OR MAY BE OPEN ' ____ I FOR 9/12 OR 12/12 ROOF OPT.SEE SHY 79 TO SE%FLOOR CEILING OR 12 12 I { 17.9or12 •� , 17.9ar12 I 16.UPPER LEyEo MRY BE SET FLUUS� WLfH LOWf72 K I OVERHANG LOWER UNIT.SEE ACTUPL FLOOR PLAN. IIJDIVIDURLENFLOOR PLAN. SHOWN WILL VARY WITH 17.MOYMMYBE LONR THAN UPPER THIS AREA Ia OPT.DORMER. NUMBER OF RISERS CAN VARY OR SEE T i i 18.000BLE 4�i0RIZONTRL VINYL SIDING SHOWN.OTHER I I I I ______ SIDINGS Vl30..ABLE CEG. ------ .___-_____, FOR EXTRA TRUSS/RAFTER REOUI2EMENTS ON LOWER NUMBER OF RISERS CAN VARY ------ s ----------------------------- __ROOF SECTIONS DUE TO SNOW DRIFT,SEE ------ SECTION 62 OF THE CALCUTATIONS MANURE ------ SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL - _- __ T,� TIN���TREAD�A FLOOR PLAN NOTES CONT. WN ------ t FROM NOT MORE THAN T INCHES 19. ATTIC AL GA 22"1130". t I I I I 1 t �, FROM THE SID WER SHALL THE TREADS 7A INTEGRAL GRRRGE9 SEE PAGE 901 6 9c1 FOR ARE EL t I 1 I I 1 THAN1OINHES AHED THE MINIMUNOT BE MS 2L NO OTE MITTED. F / �/ I 1 1 1 1 1 " NOTE s17 i I i i i t WIDTH OF ANY TREAD SHALL NOT IE 22 1T CRpj TEBE USED FOR FLUE MUSE BE�FBE AHED 1 1 1 1 1 1 t LESS THAN 6 INCHES. cEN�NIry B�• FLP NOTE oZ0 9LIEC MUST FIAVANIE MII•�lA-�2.1 HELF37RR�CE TO COMRBUSTIEU CLG. i 23 pCROpSS7�r{IRTGCGNYpEED ggR��RER 3N FLOOR CEG.IIJOlCOF HUMAN BM e10 TD fB.LOW ON SITE _____ IlDER ------------ I ALTERNATE STAIRS ®® 1 I I ' - 24. FOR OPTIONAL E1.EVHTIONS,SEF SHT 13' . I 1 I I I I SCALE:L4'=1'-O" 25. MIN.WIDTH FOR STAIR OPENING IS ONS. - 26. FOR OPTIONAL CLOSET.CONFIGURATIONS.4ILSEE SHY'6s FQ i i i i i I 2- SPRCECE FRUI5 SPEC'IFIFDO 2 4CINR WIDTH MIN WATER HE TERNIT ACCESS.Q79-15 ISM j 1 i i RM 28. 00, FOR UNITS THETED O SEISMIC DESIGN CATEGORY I i I 00.OPENINGS IN THE FLOOR OR ROOF SHALL NOT I 10'-0°MIM EXCEED TWELVE D21 FEET OR 50 PERCENT OF THE FIR i FD71D NOTE°8 i LE45T FLOOR OR ROOF DIMENSION. 29. 2D00-2012 IRC-ER.DWELLING UNIT TO iT---_-� --------------- -----, 4257 4257 CONTAIN O1 MLN.120 56 FT.HABITABLE ROOM flIJ_ OTHER HABITABLE ROOMS 70 SO.FT.MINIMUM. 2015 IRC-ALL HRBrn:E LE ROOMS TO BE 70 60. FRONT ELEVATION SCRLE: v41 11-011 FT.MIILMUIi OSUADINGSTODAM OmsION OFS ANY,NSTANOAR0I AND CODES ALeaNlr.Nr 37ZII�u03 r_________ ._. ._. FAMILY ROOM Stamp afAppmvelfora system,No",rComponsx 1 `�4 5 7 9or12 " ' DEN Mm No �M1387D16oUf61 10�/04/20r+6 ----------------+ 4.5.7.9ar12 m hb110EINs4pwdh moose use • 7.5."rl2 - ' r-----'��' 4------, •:' ``:• Ie9d11�I8PaWthat �mdesn;dd nxs�d yoa'e --'--- ------ � _ mrecmdsssflclsrs.In.mmrmm.rrrlsol�s�rsanmae.rm+ • I I oomMtr6n uegpmddm6vh 1M�4 AAafield9d nsmp.�mleeeGNR4md Nllekd CaClEdamlvl oG_mL !/ Ey i__; i_i ;__i i_i O,� :• �„ `P` Johq Addm,PE Admo Olmdor IAndtseds;ra ' MAX CANTILEVER FMMZEMCE SECTION 74.WITHIN THE CALC MANUAL S PER SNOW LORD&MOOLLE�m KITCHEN I N *9 MASTER SERIES _ m TWO STORY MODELS i--i--i ' "-I-I I i iii-i l ' i i I OPT.BATH 1 I I OVHG ' I I I I I 1 1 1 1 1; OVHG ' 1 I I •/QQ 1 a� FLOOR PLRN, ELEVRTIONS 6 NOTES 1 I I I I I 1 1 �Y• I r 1 I I I /' •O/Y� ` 1 1 ' ' ' '' ' ' ' / MUNCY HOMES, INC. I I I I I I I I I 1 I i 1 niESTA 1567 PR ROUTE 442 I I I I 11 I PLAN W/TYP OPT. OFFSET MUNCY, PR 17756 REAR Fl EVRTTON IFFT STOE Fl ENATION RT6HT 9TITF Fl ENATION SEE SHT 2E*. FOR OPT. ELEVRTION5 scALe vfi 3w° SCREE: DRN BY DRTE SCRLE REV. SHT. NO. DAYASA02SE\2 NAME MZ 3-22-91 SHOWN S-M-2016 I 2I • ELECTRIC CIRCUIT SCHEDULE SEE NOTES«7 AND-8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE No DESCRIPTION WIRE BKR POLE No SIZE U VRLUE MRTERIRL FINISH TYPE IDENT N0. U VRL LIGHT VENT TYPE MRX FLR EGRESS MRTERIRL SHGC IDENT NO. U VRL LIGHT VENT TYPE MRX FLR EGRESS MRTERIRL SHGC RRER SF CLR SF RRER SF CLR SF 1 GFCI SMALL RPPLTRNCE 12-2 W/G 20 RMP SINGLE EXTERIOR DOORS-ALL GLASS TO BE SAFETY GLAZING ANDERSEN ANDERSEN SILVER LINE SERIES 2 GFCI „ „ 1 36°x00° 020 - STEEL PTD BLANK 2257 035 496 r7.13 OH 6225 - WD-VINYL SH-DH SH-DH 511-ON SH-DH 2e GFCI SMALL APPLIANCE(OPT) 1R 1127 467 2 LITE 31137 035 446 OH 5575 - WO-VINYL 2259 029 5.93-5-43 ZB1-3D7 SH-DH 7025-578B - VINYL 2b GFCI SMALL APPLIANCE(OPT) 18 035 550 9 LITE 3449 035 74B DH 935D - WD-VINYL 3037 129 533-495 243-281 5H-DH 6075-BLOB - VINYL 3 GEN.JLLUM AND OPT.HWBB TOE HTR. 14-2 W/G 15 RMP 1C 035 881 15 LITE 3465 EGRE55 035 3048 DH 131.00 5- WD-YNri DH--D29 3449 1129 859-309 4.02-427 SH-0H ]DOSE)-1OL13 - VINYL 4 GFCI BATHES) 12-2 W/G 20 RMP 113 36°:00° 027 170 BLANK W/1 SIDELITE 3476 EGRE55 035 1272 DH 159.00 71 WD-VINYL 3637 029 7.05-663 321-342 SH-DH 8025- 8288 - VNri4e GFCI WHIRLPOOL TUB(DAF) ° IE 027 237 2 LITE W/1 SIDElITE 3857 EGRESS 035 10.31 OH 120 B8 57 WD-VNTL 4237 029 791-747 3.6-3B2SH-DH90.009336VINYL 4b GFCI ADDITIONAL BATHS(OPT) IF D35 720 9 LITE W/1 SIDELITE 3869 EGRESS 0.35 1289 OH 14325 S7 WD-Y11JTL 3565 EGRESS 029 1219-IL55 SBl-613 5H-0H 14525-14438 S8-61 VINYL 4.GFCI RDDITIONRL BIRTHS(OPT) 1G 36"x00° D27 940 BLANK W/2 SIDEI-TES 4257 EGRESS 035 1164 641 OH 14550 64 WD-VINYL 3859 EGRLT.>5 029 1205-1144 5.71- 5112 SH-DH 14275-143.00 57-50 VINYL 5 GENERAL ILLUMINATION 14-2 W/G 15 AMP 1H D27 407 2 LITE W/2 5 ELITES 2938 0344 520 480 C5MNT 65.00 - WD-VINTL 4257 EGRESS 029 1302-1241 B16-6.46 SH-DH 154.00 -15513 62-65 VINYL SH=0.25 6 ^ ^ ^ ^ 11 ^ 035 B511 " 9 LITE W/2 SIDELITES 2950 EGRESS 034 920 840 CSMNT 115-00 78 WD-VINYL 7 " " ^ IJ 36"x00" 02D - ° BLANK CLR55'C'11 HOUR) 5760 EGRESS 034 1830 1570 CSMNT 22B75 78 WD-VNri X5=030 2546 OZ6 5.41 4.46 C5MNT 6783 - V1p)ri =azo B " " 2 32°x80• 620 - ° BLANK 11460 EGRESS 0.34 35.60 314D CSMNT 45750 78 WD-VINYL FIC--032 2936 025 4.76 415 CBMNT 5950 - VINYL RW-0.20 NO RANGE B-3 W/G 40 RMP DOUBLE 2R 027 SI 2 LTTE 9657 035 2584 6114 PICT-DH Is1A0 - WD-VINYL 2960 EGRESS 026 BS2 836 CSMNT 10650 B4 VINYL NOT 116 WATER HERTER 10-2 W/G 25 RMP 2B 035 SSD 9 LITE 9855 034 2160 360 C5MNT-BDW 24000 - WD-VNri 29602 EGRESS 026 17.33 17132 CSMNT SUB BS VINYL it WASHER (OFT) SEE NOTE-4 12-2 W/B 20 RMP SINGLE 2C 035 001 is LITE RNDERSEN - 200 SERIES 3436 026 489 35 CS MNIT 6113 VINYL 12 DRYER(OPT) SEE NOTES-4 6 -5 10-3 W/G 30 RMP DOUBLE 2D 020 - BLRNK CLASS'C'(1 HOUR) 243D 03D 4.136 755 OH SLOG - WD--L 9759/98.59 029-029 30.76-2370 724- 778 810 ICT-5H-DH 10-19550 - VINYL O CODKTOP uY IN LIEU DF o:nv 10-3 W/G 50 RMP 3 72°x00° 035 39LO FRENCH 3449 EGRESS 030 1125 646 DH 14063 65 WD-VINYL DM 9558 029-029 2703 7119 BRY-DH 17725 - VINTL ND -S SINGLE WALL OVEN DPT IN LID)OF=T+9I 12-3 W/G 20 RMP 4 35"/36"x80" 1120 - DOUBLE V-D"INSULATED 3050 EGRESS 030 1052 5.09 DH 13150 61 WD-VNYL 9862 0.26 2788 11.34 CSMNT-BOW 228-75 VINYL NOTE . DOUBLE WALL OVENmPT IN Lml GF rxT+v B-3 W/G 40 RMP ° s fiD"xeD" 036 2500 WOOD VINYL SLIDING GLR55 MW NEW YORK ENERGY NOTES 15 DISHWASHER(OPT) 14-2 W/G 15 RMP SINGLE 6 72"x60" 036 30.00 " SLIDING GLASS 2257 032 51 31 DH Is-175 - WD-VINYL 16 GARBAGE DISPOSAL(OPT) S1 72"w 028 319 VINYL VINYL SLIDING GLF155 (SILVER LINE) 3037 032 3.7 22 DH 4525 - WD-VINYL 1 INFILTRATION EOURL TO OR LESS THAN'WINDOWS 03 CFM/LF OF CRACK;DOORS DSD CFM/SF 17 MICROWAVE(OPT.) 62 72°)80° 034 2614 VINYL VINYL SLIDING GLASS(VIWINC) 3449 0.32 7S 43 DH 9375 - WD-VINYL Z. BUILDER OR RETAIL CUSTOMER HRS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 3. NOTE OMITTED IS TRASH COMPACTOR(OPT) 14-2 W/G 15 RMP SINGLE ESR 96"x60' D36 4491 WOOD VINYL SLIDING GLASS 3465 EGRE55 032 108 59 DH 13250 s9 WD-VINYL Dhk036 4 R VALUES SPECIFIED ARE MINIMUM AND REFLECT ONLY THE VALUES OF THE INSULATION MATERIALS 19 RADON SYSTEM ATTIC FRN COPT) 14-2 WIG 15 RMP SINGLE - 7 601x80° 035 1940 SWINGING PATIO 3476 EGRESS 032 12_9 72 DH 16125 7.2 WO-VIIJYL S. FOR CRAWL SPACE,HEATED OR BY FIELD BASEMENT,FLOORS RIND/OR FOUNDATION WALLS SHALL BE INSULATED T IN ACCORDANCE WITH ENERGY CODE BY FIELD CONTIRRCTDR THE FIELD CONTRACTOR HRS OPTION OF PURCHASING THE 20 GENERAL ILLUMINATION oar xcsa®u " B 72'x80" 035 2350 " " " 3857 EGRESS 1232 10.4 58 DH 131100 SB WD-VNTL FLOOR INSULATION FROM R SOURCE OTHER THAN THE HOME MANUFACTURER 6 RIGID FORM INSULATION,WHERE SPECIFIED, SHALL HAVE R MN AGED R-VRLUE OF SD AT 75°MEAN TEMP.PER LAYER 21 , " „ „ ° 3869 EGRESS 032 130 72 DH16250 72 WD-VINYL 7 FOR BASEMENTS REMAINING UNCONDITIONED SPACES,THE BUILDER SHALL ENCLOSE THE BASEMENT STAIRS. " „ ° 4257 EGRESS 032 117 65 DH 14625 ESS WD-VNTL THE WALLS SURROUNDING THE BASEMENT STRIPS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER THE BUILDER IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS 23 " " ^ " 3037 D.31 4.7 45 C5MNT 5875 - 'WD-VINYL B FOR ATTICS WITH FIXED STAIRS AND REMAINING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SHALL RP LY.' R-THE BUILDER MAY ENCLOSE THE STAIRS ON LEVEL WITHIN THE ATTIC SPACE THE WRLLS SURROUNDING THE 24 3051 EGRESS 031 B5 79 CSMNT 10625 79 WD-VINYL STAIRS SHALL BE INSULATED AND PROTECTED WITH R VAPOR BRRRIER.THE BUILDER SHALL BE RESPONSIBLE FOR SUPPLYING ALL M 5861 EGRESS 031 170 158 CSMNT 21250 79 WD-VINYL CS=033 MAY ATFENC IALS 25 ^ ^ ^ " •' INTERIOR DOORS B-THE FACTORY ATE ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE THE WALLS SURROUNDING THE STAIRS 25 ° ^ ^ 9 30"x811" - - WOOD PRE-FIN SWINGING 11451 EGRESS 031 340 31.6 CSMNT 425.00 79 WD-VINTL SHALL BE INSULATED AND PROTECTED WITH R VAPOR BARRIER 9 INSULATION VALUES AND HEATING DEGREE DRYS SHALL BE DETERMINED BY PEScheck FOR THE UNIT SITE 27 ° „ „ „ ^ 10 24°xBD" - _ " " 945B 031 2S2 62 PICT-DH 15500 - WD-VNTL 10. TENANT SEPRRRTION WALLS FOR 162-FRMILY 6 TOWNHOUSES SHALL BE INSULATED TO R MINIMUM OF R10 (R4DZ45 OF 98.55 0.31 2B.0 12B CSMNT-BOW 32000 - WD-VINYL THE 2016 SUPPLEMENT TO THE NY5 ENERGY CONSERVATION CONSTRUCTION CODE] 28 „ ^ 11 30"x80° - - IL (Z006-2012 IRC)R PERMANENT CERTIFICATE SHALL BE POSTED ON OR N THE ELECTRICAL DISTRIBUTION PANEL (RDJ 12 32'x80" _ _ " CENTURY SPECIRLTY COMPLETED PMPLE EANELD BY THE BLORCOR REG DEESIG PROFE55IONRL RESUIUDING IS EPONSIBLE FOR D AND READY THE OR OCCUPANCY. THE BUILDING.HE CERTIFICATE THE BE 30 FIRE SPRINKLER PUMP'(OPT) 10-3 W/G 25 RMP DOUBLE 12 34"x80" - - 2424 057 222 - OCTRGON - - CLRD CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN DR ON THE CEILNG/ROOF,WALLS, 713 31 RIR HANDLER (OFT) 14-2 W/G 15 RMP SINGLE 13 36'.00' - - FOUNDATION(BASEMENT WALL CRRWLSPRCE WALL RND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES;U-FACTORS FOR FENESTRATION WHEN THERE I5 MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHALL LIST THE 32 CONDENSOR(OPT) 10-2 W/G 30 RMP DOUBLE 14 48x80' BY-PASS SLIDER 2424 31 271 - OCT-FIXED - - VINYL 037 VALUE COVERING THE LARGEST AREA THE CERTIFICATE 5HRLL LIST THE TYPE AND EFFICIENCY OF HEATING,COOLING AND SERVICE WATER HEATING EQUIP IN5ULRTIDN R-VALUES,U-FRCTDRS,EFFICIENCY RATINGS OF FACTORY INSTALLED 33 FURNACE-FACTORY INSTALLED(OPT) 14-2 WIG 15 RMP SINGLE 15 24NBIr - - BI-FOLD 2424 34 225 219 1 DCT-OPER 2B13 - VNTL 029 EQUIPMENT QUIPNLLBEEON THE EM RUFACRTUUREE SSPSETS.he�ckORUIC)T LEAKAGE D/OR DATA PPLATETES2 12-15REQUIRCD) THE CERTIFICATE SHALL FROM 34 FURNACE-FIELD INSTRLLED(OPT) 12-2 W/G 20 RMP SINGLE 15 30"x80° - - " SKYLIGHTS , 35 AIR CONDITONER(OPT) 12-2 W/G 2D RMP DOUBLE 17 36"x311° - - ° " 22_22 SS-39 264 - SKYLIGHT - - CLAD 12. ALL WORK DONE ON SITE SHALL BE APPROVED BY THE RUTHDPSTY HAVING JURISDICTION 13 2009-2015 IECC-THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR AIR LEAKAGE ON-SITE BY OTHERS(N11D24) 36 RESERVED 18 48'480" - - Z23D SS- 372 - SKYLIGHT - - CLAD 2009 IRC-COMPLIANCE MAY BE SHOWN W/THE RIR BARRIER AND INSULATION INSPECTION CHECKLIST RRBLE N11OZ.42) AS 37 RESERVED 19 60'x80• - - 2245 SS-39 589 - SKYLIGHT - CLRD 14,20 ALL BE SERI ED WITH IECC-ALL EAEG SSED SKET OR CRU LIGHTINGFI BETWEEN�T]-E HOUSINRES SLL BE IC-�� D G AND R HE LRBELED CEII NG SSURFA MEETING ASTM E2B3 RLL 30 RESERVED 20 7Yx30° - - _ L5 2009-2012 IECC-PROGRAMMABLE THERMOSTATS TO BE SUPPLIED AND INSTALLED BY BUILDER FOR FORCED AIR SYSTEMS ° 2015 IRC,FROG 7-STRT5 REQUIRED ON"RLL"HEATING 6 COOLING SYSTEMS, 39 RESERVED - 21 40'.80' - - WOOD/MIRROR ° BY-PS5 SLIDER VIWINCO 16 2009-2015 IECC-ATTIC ACCESS HATCHES AND DOORS SHALL BE WERTHER-STRIPPED AROUND THEIR PERIMETER FIND INSULATED TD MEET THE SAME R-VRLUE S THE SURROUNDING CEILING 4D RESERVED 22 24"x80° - - WOOD POCKET IDENT NO U VRL LIGHT VENT TYPE MRX FLR. EGRESS MAT SHGC 17 2009-2012 IECC-ALL WOOD-BURNING FIREPLACES SHALL HAVE GRSKETED DOORS SUCH THAT COMBUSTION RIR 15 NOT 41 RESERVED 23 30°x80" RRER SF CL R SF 18 2009-2012 DRAWN IECCC-FRAMING RCAVITIES SMALL OF THE INNOT BE USED ASG 2015 1RC, SUPPPPLY DUCTS FOR DOORS YFORCED-RIRWITH 7SYSTEMS. IF ALLEp N-1 ELECTRIC FEAT 12-2 W/G 213 RMP DOUBLE 24 48"x60' - - FRENCH SH-CH SH-OH 5H-DH 5H-OH SH-CH IS. 2012 IECC-FRAMING CAVITIES MAY NOT BE USED S R/R DUC75 FOR FORCED FOR SYSTEMS H-2 „ ^ 25 4B"�" - ° 20fiD 030-029 425-414 238-231 SH-OH 5313-SL75 - VINYL PERMANENTLY 2009 IECC-50%OF ALL PERMANENTLY NSTRLLFID LAMPS SHALL BE HIGH EFFICACY LAMPS 2D12-2015 IECC 75% ALL PERMAN NTLY P45TRLLED LRMPS SHALL BE HIGH EFFICACY LAMPS CFL'.SHALL SATISFY THUS REQUIREMENT LAMPS H-3 „ ^ 26 72"xep° - - ^ " 3037 030-029 4.35-419 229-2.21 SH-DH 5436-5236 - VINYL TO BE SUPPLIED AND INSTALLED BY OTHERS 2L 2009-2015 IEC-HWBB PIPING SHALL BE INSULATED TD R-3 MINIMUM. H-4 ^ ^ 27 41r'.BW - - DOUBLE 3449 030-029 73-711 3B2-3.73 SH-DH 9L25-BBBB - VINYL 51'11226 22 21215 IECC DOMESTIC HOT WATER PIPING SMALL BE INSULATED TO R3 UNDER ANY OF THE FOLLOWING CONDITIONS: H3 y " +0.r®�u rmaa 2B 60"x60° - - " 3837 030-029 595-573 3117-29B SH-OH 7438-7163- - VINYL -PIPING 3/4"AND LARGER ° DH�028 -PIPING SERVING MORE THAN ONE DWELLING UNIT H-6 29 72"x80" - 4060 EGRESS 030-029 IL43-11.19 594-582 5H-DH 14288-139.BB 59--B VINYL PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 3655 EGRESS 030-029 1115-1094 584-5.73 SH-DH 1393B-13675 S.B-5.7 VINYL PIPING FROM THE WATER RECIRCULATION ANLR TOR DISTRIBUTION MFrIIFOLO H-7 ' DOORS RND WINDOWS MAY HAVE SUBSTITUTE MANUFACTURERS,BUT SHALL COMPLY WITH THE -P)PIN6 FDR WIND- RSH AND LN-OF_MRND SYSTEMS H-B „ „ " „ " ^ " APPLICABLE ENERGY CODE, STRUCTURAL FIND EGRESS REQUIREMENTS 23 2012-2015 IEC-ERVE"WIND-WRME BAFFLES Req'd 24 2012-2015 IECC-WHOLE HOUSE MECHANICAL VENTILATION SYSTEM Req'd TO MEET SECTION M1507 REOUIRMENTS 3035 029 472 343 C5MNT 59.00 - VINYL 25.2012-2015 IEC-MN.FRN EFFICACY REOUIRMENTS FOR MECHL SYSTEMS-SEE TABLE N1103S1 BELOW. Fj rLrTRTCA TES! V.FC TCA) NOTES MONT). 3060 EGRESS 029 BES 624 CSMNT II1730 52 VINYL 26 2015 IEC,ATTIC ACCESS DOORS N WALLS TO UNCONDITIONED SPACES MAY BE U 032 max OR R-32 mi. L WHEN CIRCUITS REQUIRED WILL NOT FIT IN R SINGLE PANEL BOX,R SUB-FEED SHALL BE 17 2008-2011 NEC-GFCI PROTECTION I5 REDID W/I R 6 FT RADIUS FROM THE EDGE OF ALL 27 DUCT TESTING TO BE PERFORMED ON-SITE BY OTHERS PER 2015 IRC SECTION N1103.33 WHEN DUCTWORK IS REQUIRED,SEE 5HT 611 SINKS EXCLUDING THE KITCHEN SINK 5660 EGFE55 029 1571 ILO C5MNT 19638 61 VINYL =11 C525 OUTSIDE THE THERMAL ENVELOPE 2. LAUNDRY CIRCUITS ARE STANDARD IN CRAWL SPACE(NITS. 18.2014 NEC-GFCI PROTECTION IS RED'D W/I R 6 FT RADIUS FROM THE EDGE OF RLL B46D EGRESS 029 2357 165 CSMNT 29483 61 VINYL PIC=0.30 3 OPTIONAL CEILING LITE5 OR FRN LITES MAY REPLACE SWITCHED RECEPTACLES CEILING SINKS THE DISHWASHER MUST GFCI PROTECTED FRN LITES MAY REPLACE CEILING LITES PROVIDED THE LIGHT IS SWITCH-WIRED 19.2DDO-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTACLE INDEPENDENTLY OF THE FRN MOTOR. SWITCHED TO OURLIFY FOR R'REQUIRED"RECEPTACLE FOR RECEPTACLE SPACING _ 4 CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES WHEN GRAB APPLIANCES ARE USED, REQUIRED BY CODE 9260 0.30-029 2546-2519 619-603 PIC-SH-OH 154.75_15x75 VINYL PROVIDED WITH THE WIRE,BREAKER AND POLE PARAMETERS USED SHALL BE THE SAME S FOR R GENERAL 20 2006 NEC-BALCONIES,PORCHES,RNID DECKS OVER 20 50 FT SHALL BE - - - 7D ILLUMINATION CIRCUIT OR MRNUFRCTURER'5 INSTALLATION INSTRUCTIONS. AN OUTDOOR RECEPTACLE 2011 NEC"RLL"BALCONIES,PORCHES,AND DECKS SHALL BE 5 SEE DRAWING 3B FOR ADDITIONAL ELECTRICRL NOTES PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REQUIRED RECEPT DOES NOT AW3212 028 LCI L3 AWNING 1250 - VINYL .-. SPACE RESERVED FOR THE NEW YORK STROF APPROVAL 5 100 ARMS SMALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT HAVE TO BE W/I THE CONFINES OF THE DE SMOKE ALARMS BUT MUST BE ACCESSIBLE FROM THE DECK 1132 MP CIRCUIT INTT72RUPTER.PILLSMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS 2L 2ODB-2014 NEC-ALL CEILING LIGHT BOXES TO BE RATED FOR 5D La EXCEPTION: RW4812 ORB LES 21 AWNING 2011 - VINYL tg't00444�7 DEDICATED TO SMOKE ALARM EQUIPMENT AND SHALL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EQUIPMENT(EX:SMOKE DETECTORS)WEIGHING 6 LBS OR LESS,RCASEMENT. PICT=PICTURE LOCK-ON DEVICES STD BOX MAY BE USED 2014 NEC:BOXES RATAT>50 LS MUST BE LRBFI N BDX SH=SINGLE-HUNG,DH=DOUBLE-HUNG,CSMNT= ES 7. (ME)SMOKE ALARMS SMALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT 22 20OB-2014 NEC-ALL 125-VOLT,15 AND 20 RMP RECEPTACLES IN5 PLLED IN DWELLINGNUMBER AT LEFT NDICRTES SINGLE-HUNG VALUES,NUMBER AT RIGHT INDICATES DOUBLE-HUNG VALUES + _ DEPARTMENT OF STATE CIRCUIT INTERRUPTER ALL SMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS UNITS MUST BE TRMPER-PESISTRNT RECEPTACLES 2011-2014 NEC-TR RECEPTACLE v DIVISION OFBUIIDING STANDARDS AND CODES DEDICATED TO SMOKE ALARM EQUIPMENT NOT REVD FOR RECEPTACLES 56 DR GREATER R.F.F.OR IF THE RECEPTACLE 15 PART G)�N�G'- -��O..,FSRESS NOTA• ALBANY,NY 71231-0p81 B. (MAD THE OPERATION OF R SINGLE GFCI DEVICE SMALL NOT DEENERGIZE ALL LIGHTING OF THE LUMNRIRE OR APPLIANCE L EGRE55 WINDOWS CLEAR OPENINGt MN WIDTH 20", MN CLEAR HEIGHT 24',MN OPEN 57 SF. d*00 Stamp of Appmral Lora System,Model or Componerd OUTLETS IN R GIVEN AREA 23 2DOB-2014 NEC-ALL DWELLING UNITS SHALL HAVE R COMMUNICATIONS OUTLET. IF NOT 2 AGGREGATE GLAZING AREA OF HRBSTRELF SPACES[LIVING,SLEEPING„EATING OR COOKING) M1387 2017-123 10/20/2017 9. 2002/2005 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 AND 20 RMP OUTLETS PROVIDED BY MANUFACTURER,IT WILL BE PROVIDED AND INSTALLED ON-51TE BY OTHERS SHALL BE B%OF THE FLOOR AREA WITH OPENING OPENG FOR VENTILATION. - INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN RRC-FRULT CIRCUIT 24.2008-2014 NEC-HYDRD-MSSRGE TUBS(WHIRLPOOLS)=ALL RECEPTS WITHIN 5 FT OF 3 FOR THE PURPOSE OF DETERMINING LIGHT RND VENTILATION REQUIREMENTS,ANY ROOM SHALL 9;,2 o9 MenuFachuels No. Appfiahon No Date o(Appmvel INfTERRUPTER(S) THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED IF THE WHIRLPOOL IS BE CONSIDERED AS R PORTION OF AN ADJOINING ROOM WHEN AT LEAST 1/2 OF THE AREA OF NOTICEThisappm°elkepprmbleonlyfothowcompmenkolmetatl rymenuwmd 10 2005/2011 NEC -ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 CHDRD/PLUG CONNECTED,THE OUTLET MUST BE READILY ACCESSIBLE.WITHIN I2'OF THE COMMON WALL IS OPEN AND UND55TRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN bmldm9s(11odular)thatere tabriwRtl end eswmbled acme tadory mamdacowls taa5ty. Fro 20 RMP OUTLETS INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY R THE ACCESS,FACING THE ACCESS 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM,BUT NOT LESS THAN 25 SQUARE FEET This eppmralsha0 nm mroethe nssnutemuerhom nspom•romryroreedamns,errors COMBINATION-TYPE RRC-FRULT CIRCUIT INTERRUPTER(S) EXCPTN3: BASEMENTS, 25 2003-2014 NEC-LRMP HOLDERS INSTALLED N WET OR DAMP LOCATIONS SHALL BE OF 4.OPERABLE WINDOWS LOCATED MORE THAN 72'ABOVE FINISHED GRADE MUST MAINTAIN THE oromissmnimm me epproreddowmenk KITCHENS. GARAGES,d BATHROOMS KITCHENS AND LAUNDRY AREAS MUST ALSO BE THE WATERPROOF TYPE LOWEST PART OF THE WINDOW CLERK-OPENING R MINIMUM OF 24"ABOVE THE FINISHED Ahsderekkdnodemust exedtornppmm]byU bc.ICode ENomemant Ofioel. RRC-FRULT PROTECTED PER THE 2014 NEC 26 2011-2014 NEC-FOYERS GREATER THAN 60 50 FT MUST HAVE R RECEPTACLE ON EACH FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED IF THE WINDOW CLERK-0OPENING .'c'°.✓{A n B 1L EXTERIOR RECEPTACLES WALL SPACE 3 FT OR LARGER DOES NOT MEET THESE PERRMETERS,THE BUILDER SHALL BE RESPON5IRLE FOR COMPLIANCE e)SMALL BE INSTRI I 'RT THE FRONT AND REAR OF THE DWELLING 27 21211-2014 NEC-WHERE SWITCHES CONTROL LIGHTING LORDS A NEUTRAL SHALL BE WITH SECTION 86132 12005 IRC).86122(2009 IRC)OR 8312 12012-15 IRCI John R.Addend,PE,Acting Dimcor y Omyl Antlreedes,RA b)SHIRLL BE COVERED BY AN'IN-USE"WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCRTIDN. 2014 NEC-NOT REO'D ON SWITCHED RE:CEPT'S 5 ALL WINDOWS REQUIRE FLASHING 2012 IRC IR703.6)6 2015 IRC IR7034),PRN FLASHING ReR'd IF 2012-2015 IRC TABLE N110351 COMPLIANCE,THE ENCLOSURE MUST ALSO BE LABELED AS"EXTRR DUTY' 28 2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO INSTRUCTIONS ARE NOT PROVIDED cl SHALL BE TAMPER-RESISTANT AND WEATHER RESISTANT(2006-2014 NEC) THE SWITCH BUT NOT S R RETURN CONDUCTOR FROM THE SWITCH TO THE OUTLET 6. WINDOWS/DOORS/SKYLIGHTS IN BUILDINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM MIN.RIR MIN.EFFICACY MAX RIR dl SHALL BE GFCI PROTECTED LLE LIGHT or RECEPTACLE) WINDBORNE DEBRIS MRTETRIRLS/CONSTRUCTION BY BUILDER PER ONE OF THE FOLLOWING METHODS: LOCATION FLOW(CFM) (CFM/WATT) FLOW(CFM) el SHALL BE ON R GENERAL ILLUMINATION CIRCUIT R-STORM SHUTTERS MEETING STM E 1996 AND ASTM E 1BB6 REOMTS INSTLD PER MRNUF INSTRUCTION' RANGE HOOD RNY 28 ANY MRSTER SERIES f)SHALL NOT BE ON R CIRCUIT THAT HS RECEPTACLES FOR'BRTHROOMS OR R EXTERIOR DOOR AND WINDOW DP RATING REQUIREMENTS B-AGENCY RATED WOOD STRUCTURAL PANELS MN THKNS 7/15",MAX B FT SPAN ALLOWABLE FOR MRH SMALL APPLIANCE CIRCUIT 2014 NEC- NOT ON R GARAGE CIRCUIT AS WELL. WALL WIND MRH F.EXP WIND WIND ARES RRMR <OR=33 FT PANELS TD BE PRECUT,SIZED TO ALLOW ATTACHMENT TO THE FARMED OPENING IN-LINE FAN ANY ZB ANY 12 ADDITIONAL EXTERIOR RECEPTACLES OTHER THRN THOSE REQUIRED BY THE NEC STORY WANE N WIND ltl R0.) PRESSURE REOD- GARDE CONTAINING THE GLAZED OPENING PANELS TO BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED BATH, LIT RM 10 14 <90 RLL MODELS MAY BE ADDED S AN OPTION 2009-15 IRC,PERIMETER ATTACHMENT SHALL BE WITH u8 WOOD SCREWS AT Woc,-10 WOOD SCREWS BATH.UT RM 90 28 ANY 13 2008-2014 NEC -ALL GARAGE RECEPTACLES MUST BE GFCI PROTECTED GARAGE AT 9"oa OR WITH L4"LAGS®16"oc FASTENERS TO BE LOCATED R MN OF 1"FROM PRN)EDGE SCHEDULES NOTES DOOR OPENER RECEPTACLES MUST BE GFCI PROTECTED,BUT THE GFCI PROTECTION 4 110/142 129 23.5 304 35 AND SMALL PENETRATE 2"INTO WALL FRAMING BELOW EXT,WALL COVERING- DEVICE MAY NOT BE INSTALLED N THE CEILING DUE TO ACCESSIBILITY. 120/155 L29 261 362 4D C-METHOD SMALL BE APPROVED BY THE RHJ SEE SECTION BOL212 AND TABLE 3012.12 WALL COVERING SCHEDULE 14 2014 NEC-R DEDICATED CIRCUIT IS REDID FOR RECEFTS/L-IGMTS CONTAINED"INSIDE" 1 101/130 129 246 3RD 35 7 WINDBORNE DEBRIS REGIONS 2003-09 IRC 6 MR AREAS W/I HURRICRNE-PRDNE REGIONS W/I 1-MILE OF MUNCY HOMES, INC. THE GARAGE ONE P.ECEFT MIN PER VEHICLE BAY N GARAGE COASTAL MEAN HIGH WATER LINE IN BRSIC/NOMINRL WIND AREAS>OR=110 MPH OR IN ALL 1211 MPH WRLL COVERING STUD SPRCING 15 2014 NEC-ELECTRIC VEHICLE CHARGING OUTLETS SHALL BE ON R DEDICATED CIRCUIT 5 AREAS 2D12 IRC-REF WINDBORNE DEBRIS MRP FIG R30L2(4)C- 1/4"WOOD PANELING 16' 0.0 1567 PR ROUTE 442 16 2014 NEC-DRYWALL SCREWS.WOOD SCREWS.ETC MRY NOT BE USED TD MOUNT - 2015 IRC-BASED ON ULTIMIATE DESIGN WIND SPEEDS, WINDBORNE DEBRIS REGIONS ARE W/I 1-MILEdu UK FIXTURES TA BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED 101/130 14 2(IS 261 30 OF COAST N 130 MPH RP.FAS AND IN AREAS=or>140 MPH. °r MUNCY, PR 17756 4 4 B EXTERIOR WINDOWS RND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LORDS PER TABLES 1/4"or 3/6"GYPSUM BOARD ]2°OC OR 16 OC 2 120/155 L4 281 393 40 R30L212)b R30L2O)ADJUSTED FOR HEIGHT RNID EXP SEE TABLE RT LOWER LENT FOR SUMMARY- 1/2"VINYL COVERED GYP.BD 16'DO OR 24`OC 9.RDDF UNOERLRYMEM:(2012 IRC 12[1 yard,2015 IRC>=140 Vuit1 TO COMPLY WITH ASTM D 226 TYPE IL DRN BY DATE SCALE REV. HT. N0. 5 ASTM D 4869 TYPE N OR ASTM D 5757.ATTACH W/PLASTIC OR METAL CRP NAILS.1"(min)DIRM 120/155 14 34.7 436 - 50 HERD,32 SHEET-STEEL THKNS HERD.129(min)SHRINK. 3/4"(min)NAIL PNTRRTION INTO ROOF DRTRBRSE NAME MJL 3-22-91 NONE 8-18-2017 38 SHEAT ®G UNIDETRLRYMEM LRP5 4"1-) OPT -ADHERED UNDERLRYMENT COMPLYING WITH STM D 1970 133\3eJtyO6 GENERRL NOTES - 1 GENERRL NOTES - 2 ELECTRICRL NOTES SEISMIC DESIGN NOTES GENERRL FIELD NOTES ELECTRICRL FIELD NOTES L WALL AND CEILING FINISHES SHALL HAVE R L WATER HEATERS IN ENCLOSED SPACES SHALL HAVE 2" 17 THE GREATEST RISER HEIGHT OR TREAD DEPTH WITHIN L WIRING SHALL BE IN RCCDRDANCE WITH THE LATEST L DETACHED ONE AND TWO FAMILY DWELLINGS LOCATED L WHERE ADJOINING MODULES THAT HAVE GRPS OF 1/6" L INTERMODULE CONNECTIONS FLAME SPREAD RATING OF NOT GRERTER THRN ZD0. MIN CLERRRNCE DR FINISH SHRLL HAVE FLAME SPREAD ANY FLIGHT OF STAIRS SHRLL NOT EXCEED THE ADOPTED NEC AD INSPECTED IN PLANT BT AN IN SOC C ARE EXEMPT FROM SEISMIC REOUIREMENF5 OR MORE,FIRESTOPPING SHALL BE PROVIDED AND R-BASEMENT MODELS-ELECT CONNECTIONS BETWEEN 7 ERCH DWELLING SHALL HRVE A MAIN EXIT DOOR. RATING OF LE55 THAN 25 SMALLEST BY MORE THAN 3/13" APPROVED QUALITY RSSURRNCE AGENCY SEE R3DL22 EXCEPTION SECTION R301224 INSTALLED AT RLL CEILING AND FLOOR LEVELS BY MODULES)AND PANEL BOX ARE BY DIRECT HODK-LLP TO THIS DOOR SHALL BE SIDE HINGED,NOT LESS THAN Z OPT,FACTORY BUILT FIREPLACES SHALL BE LISTED, TREAD DEPTH OF WINDERS SHALL COMPLY WITH Z WIRING SHALL BE TYPE NMB SHRLL BE COMPLIED WITH WHEN USING THE THE BUILDER RND/OR SET-UP CREW ON SITE THE PANEL BOX WIRES SHALL BE LABELED 3 FEET IN WIDTH AND 6 FEET B INCHES IN HEIGHT LRBELED AND INSTALLED IN ACCORDANCE WITH THE R311.75ZL A FLIGHT OF STAIRS SHRLL NOT HRVE B CIRCUIT SRERKERS SHALL BE RATE)AT 10,000 RTC PRESCRIPTIVE PORTIONS OF THE RCNYS SEE THE TYPE THICKNESS AND INSTRLLATIDN OF MATERIAL B-2 STORY MODELS-SECOND FLOOR WIRES ARE COILED . 3. DWELLING<5'TO LOT-LINE REQUIRE FIRE PROTECTION CONDITIONS OF LISTING FACTORY BUILT FIREPLACES R VERT RISE>12'B/W FLR LEVELS OR LANDINGS. 4 CONDUCTORS, DEVICES AND EQUIP SHRLL BE LABELED 830122.IRREGULAR BUILDINGS SHRLL REQUIRE R SERVING AS R BRRRIER TO THE UNOBSTRUCTED UNDER THE FLOOR OF ERCH MODULE THESE WIRES SHRLL 1 2 R REQUIREMENTS OF SECTION 8302003-2012 C&MRL SHALL BE TESTED IN ACCORDANCE WITH UL 127 THE WIDTH OF ERCH LANDING SHALL NOT BE< THE RND/OR LISTED BY AN APPROVED TESTING AGENCY AND PLAN SPECIFIC ANALYSIS WOOD FRAMED BUILDINGS MOVEMENT OF FLAMES AND PRODUCTS OF COMBUSTION BE FED THROUGH PRE-DRILLED HOLES IN THE FIRST AND TABLE R30210 2012-15 IRC) EXT RIR SUPPLY SHALL COMPLY WITH SECTION RIDDS STAIRWAY OR DOOR SERVED EVERY LRNDING SHALL INSTALLED IN ACCORDANCE WITH LISTING, SHALL BE LIMITED TO THREE STORIES ABOVE GRADE SHRLL BE RPPROVED BY THE RUTHORITY HAVING FLOOR ENDWRLL TOP RND SOLE PLATES IN STUD 4. CEILING HEIGHTS SHRLL CONFORM TO SECTION RSDS. (MOB-15 IRC),30 DEG MAX FLUE ANGLE RND NO HAVE R MIN DIM OF 35"MEASURED IN THE DIRECTION MANUFACTURER'S INSTRUCTIONS RND APPLICABLE CODES OR THE LIMITS GIVEN IN TABLE R50210L SEE JURISDICTION. CRVITIES LOCATED DIRECTLY BELOW THE SECOND FLOOR 5. DWELLING UNITS IN TWO-FAMILY DWELLINGS SHRLL BE MORE THAN(4)ELBOWS (2012-I5 IRC) GAS FP N/A. OF TRRVEL 5 NONMETALLIC SHEATHED CR5LE SHRLL BE SECURED AT R3D122.41 7 MANUFACTURER HAS OPTION OF OMITTING PORTIONS WIRE DROPS SEPARATED FROM EACH OTHER BY WALL RND/DR FLOOR 3 HVRC AND FRE:PLRCE CHIMNEY AND CONNECTORS SHALL IS.STRIRWRYS SHALL NOT BE<35'IN CLERR WIDTH MEMBERS NOT LESS THRN 1 1/4"FROM EDGE OR SHRLL 2. SEE FIGURE IRBO120 FOR SEISMIC DO RRERS OF/DR COMPLETE RODF. CEILING RND/OR FLOOR SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT RSSSEMBLIES OF NOT LESS THAN 1 HOUR FIRE COMPLY WITH NFPR 21L AT ALL POINTS RBOVE THE PERMITTED HANDRAIL HEIG BE PROTECTED WITH 1/15"THICK STEEL SLEEVE OR CHIS WITH THE AUTHORITY HAVING JURISDICTION SECTIONS OF MODULES,IF BUILDER WRNTS TO DROPPED TO BASEMENT SHRLL BE INTERCONNECTED ON RESISTIVE RRTING WHEN TESTED IN ACCORDANCE WITH 4 BATH FRN OUTPUT 50 CFM MIN KIT EXHL 135 CFM MIN. AND BELOW THE REDD HERDROOM HEIGHT. HRNORAIL5 PLATE CABLE PASSING THROUGH NOTCHES SHRLL BE IN THE MUWCIFRLITY FOR SEISMIC DESIGN CATEGORY. CONSTRUCT SRME IN THE FIELD DESIGN OR SITE BY THE BUILDER. RSTM EUL FLOOR-CEILING ASSEMBLIES SHALL EXTEND S. SRFETY GLAZING SHALL BE USED WHERE REQUIRED BY SHALL NOT PROJECT>45"ON EITHER SIDE OF THE PROTECTED WITH R 1/16"THICK STEEL PLATE 3 JOISTS SHRLL BE SUPPORTED LATERALLY.SEE R502.7. VERIFICATION OF DESIGN,SHALL BE BY R P.E.OR R.A. C-CAPE MODELS-MANUFACTURER PROVIDES JUNCTION TO AND BE TIGHT AGAINST THE EXTERIOR WRLL,AND SECTION R3084. STAIRWAY AND THE MIN CLEAR WIDTH OF THE STRIRWRY NONMETALLIC SHEATHED CABLE SHRLL BE SECURED AT IN SOC DO,SOLID BLOCKING SHRLL BE PROVIDED AT IN ACCORDANCE WITH GOVERNING CODES TO ENSURE BOXES IN CETIING BEHIND KNEEWRLL FOR GENERAL WALL ASSEMBLIES SHRLL EXTEND TO THE UNDERSIDE 6 ENCLOSED RXE:55IBLE SPACES UIOER STAIRS SHRLL AT AND BELOW THE HANDRAIL HLTGHT511ALL NOT BE 4'-6"MRX WITHIN 1'-D'OF OUTLET BOX EACH INTERMEDIATE SUPPORT SEE RSD7_7 EXCEPTION ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING ILLUMINATION,SMOKE DETECTOR AND HEAT CIRCUITS OF THE ROOF SHEATHING.WHEN THE FLOOR RSSFMBLY HAVE WRLL5,UNDER STAIR SURFACE AND ANY <ALS'WHERE R HANDRAIL IS INSTALLED ON ONE SIDE 6 RECEPTACLES SHRLL NOT BE LOCATED OVER AM PART 4. WHEN THERE IS R CRNTILEVER AND THE RIM JOISTS CAPABILITIES OF THE LORD BEARING WALLS, ON SECOND FLOOR BY THE BUILDER IS REQUIRED TO BE FIRE-RESISTRNCE RRTED,THE SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH AND 27"'FOR HRNDRRIL5 RRE INSTRI I F•D ON BOTH SIDES OF ELECTRIC BASEBOARD HEAT UNITS. ARE SPLICED, THE RIM JOISTS SHALL BE SPLICED DESIGNER SHALL CONTACT THE MRNIUFRCTURER TO ELECTRICAL MR7LS TO COMPLETE THE SECOND FLOOR SUPPORTING CONSTRUCTION OF THE RS5EMBLY SHRLL R MINIMUM 1/2 INCH GYPSUM BORRO. 19. FACTORY SHALL PROVIDE OPENING THROUGH FLOOR 7. IN KITCHENS R RECEPTACLE OUTLET SHALL BE USING R GALVANIZED METAL TIE NOT LESS THAN VERIFY THE SIZE SPECIES,GRROE AND O.C.SPACING SHALL BE FURNISHED AND INSTALLED BY THE BUILDER HAVE AN EQUAL OR GREATER FIRE-RESISTRNCE RRTING. 7, THIRD PARTY LABEL INSIGNIR OF APPROVAL AND DRTR LARGE ENOUGH TO RLLOW STAIRS TO COMPLY WITH INSTRLLEO RT EACH WPo1 COUNTER SPACE THAT IS 12" DA58"Q6 9d AND 1 1/2"WIDE FASTENED WITH OF LORD BERRING MEMBERS MATERIALS TO IN RCCORORNCE WITH GOVERNING CODES SEE NOTE a2B 6 GRRRGE5 AND CRRPORTS SHALL COMPLY WITH SECTION PLATE SHALL BE AFFIXED TO THE KITCHEN SINK R311.7.1. OR WIDER RECEPTACLE OUTLETS SHRLL BE D STRI I Fn (6)0162"x 3 1/2"OR(9)0131"x 3 12" COMPLETE OMITTED AREAS SHRLL BE SUPPLIED RND D-RAISED RANCH MDDEL5-FOR SITE INSTALLED 8309 (2000-06 IRC)6 83025(200}15 IRC 6 MR1 CRBIMET WHEN R MODULE DOES NOT HAVE R CLOSET. 20.STEP FLASHING REQUIRED WHERE R ROOF ABUTS R SO THAT NO POINT ALONG THE WALL LINE IS MORE NAILS ON ERCH SIDE OF THE SPLICE OR R BLOCK INSTRLLED BY THE BUILDER IN ROCORDRNCE WITH DEVICES RT ENTRY,Le SWITCHES, RECEPTACLES,ETC. 7. RLL MRTERIRL, ASSEMBLY,CONSTRUCTION RNDRpp1TI0NRL LABELS SHRLL BE AFFIXED TO THE VERTICAL SURFACE THAN 24"MEASURED HORIZONTALLY FROM R RECEPTACLE THE SAME SIZE AS THE RIM JOIST OF SUFFICIENT GOVERNING CDDE5 WIRES ARE EITHER STUBBED TO BASEMENT OR COILED EQUIPMENT SHALL COMPLY WITH THE 2015 IRC-SEE KITCHEN SINNK CABINET WHEN THE KITCHEN CABINET 21 35"WIDE ICE-GRURD REQUIRED IN ALL CLOSED VRLLEY5 OUTLET IN THAT SPACE LENGTH TO FIT SECURELY BETWEEN THE JOIST SPACE 3. IF BUILDER WANTS TO CONSTRUCT,FRSRICRTE AND FOR SITE INSTALLATION OF DEVICES BY THE BUD..CIER COVER SHEET FOR SPECIFIC NYS CODE VERBIAGE IS INSTALLED ON SITE BY THE BUILDER,LABELS RND 22 MIN HABITABLE ROOM CLG HEIGHT=7'-0" B KITCHEN COUNTERTOP,BATHROOM,GARAGE AND AT WHICH THE SPLICE OCCURS FASTENED WITH ATTACH ELEMENTS,Le PORCHES,CRRPORTS,GARAGES, E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE FIRE RRTINGS SHALL BE INDICATED BY APPROVED DATA PLATE SHALL BE RFFIXED IN R CLOSET OR IN 23 BLOCKING REQUIRED BETWEEN JOISTS(ABOVE AND EXTERIOR RECEPTACLES SHRLL BE GFCI PROTECTED (8)0162"x 3 12"OR(12)0131"x 3 12" ETC.IN THE FIELD TO R LORD BEARING EXTERIOR WALL BETWEEN MODULES.R JUNCTION BOX SHRLL BE LOCATED RGENCY DESIGN NUMBERS DETAILED ON DWG(5) ANOTHER KITCHEN CABINET WHEN A MODULE HAS NO BELOW)AT BRRCED WALLS PERPENDICULAR AND KITCHEN RND SRTHROOM RECEPTACLES SHRLL BE ON NAILS ON EACH SIDE OF THE SPLICE DESIGN OR VERIFICATION OF DESIGN SHRLL BE BY R UNDER THE FLOOR OR NEAR THE ATTIC ACCESS B. INSTALLATION OF SMOKE RLRRMS AND AUTOMATIC CRBINEfS OR CLOSETS,LABELS RNID DRTR PLATE PARALLEL Tp FRRMIING 20 RMP GFCI CRCUIT(5l SEE R30L2.222,EXCEPTIONS 4 RND S. P.E.OR R.R.IN ACCORDANCE WITH GOVERNING CODES F-ALL CONNECTIONS SHRLL BE MADE ON SITE BY BLDR. SPRINKLER SYSTEMS SHRLL COMPLY WITH SECTION SHALL BE RFFDXED IN R CLOSET OF RNOTHER MODULE. 24 OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE 9 FOR WHIRLPOOL TUB OPTIONS,WIRING SHRLL BE IN S BUILDINGS LOCPTm IN SOC 00 SHRLL BE PROVIDED IN ORDER TO ENSLIRE DESIGN DOES NOT EXCEED THE SEE MRNLFRCTURER'S SETUP PROCEDURES MANUAL 8313 6 8314(SEE COVER SHEET,NOTE o6 FOR RS BUILT FLOOR PLANS FOR USE BY THE AUTHORITY FIN]SFED GRROE MUST MRINTRIN T71E LOWEST PART DF RCCDRORNCE WITH MRNUFRCTl1RER'S 1NSTRLLRTION WITH EXTERIOR RND INTERIOR BRACED WRLL LINES LORD CARRYING CRPRBILITIES OF THE LORD BEARING Z R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR FIRE SPRINKLER INFORMATION SPEC71C TO NYS) HAVING JURISDICTION SHRLL SHOW ACTURL LOCATION THE WINDOW CLEAR-OPENING A MINIMUM OF 24"ABOVE INSTRUCTIONS AND SHRLL BE GFCI PROTECTED SPACING BETWEEN BRACED R IN BOTH SHRLL NOT WALLS,DESIGNER SHRLL CONTACT THE MANUFACTURER AND TO EMENBRSET SM SHRLL EC INTERCONNECTED WITH 9 CONCEALED SPACES BETWEEN FLOOR/CEILING OF THE INSIGNIA OF APPROVAL THE FINISHED FLOOR OF THE ROOM IN WHICH THE 10 WHEN R WASHER RECEPTACLE IS INSTALLED IN R LEXCEEDONGITUDINAL I FEET ON CENTER IN BOTH THE O. VERIFY THE LORDING,SIZE,SPECIES,GRADE AND BASEMENT SMOKE DETECTOR BY THE D TARO RS5EMBLIE5 SHRLL BE DRRFTSTOPPED RT 1000 SF B EXT CHASES SHRLL HAVE INSULATION RND DRYWALL. WINDOW IS LOCATED IF THE WINDOW CLERK-OPENING WALL BRACING RND TRANSVERSE DIRECTIONS B-FOR CAPE UNITS.WIRE IS STUBBED THROUGH INTERVRLS SEE SECTION RS02JZ MATERIALS S. HRNDRRIL.S SHRLL BE PROVIDED ON AT LEAST ONE DOES NOT MEET THESE PERRMETERS,THE BUILDER ORTNOT,T WHETHER R SEPARATING DOER IS PRESENT WALL BRACING SHALL BE IN ACCORDANCE WITH GA SPRUNG O LORD BEARING MEMBERS GABLE END FLOOR/SMOKE FOR BUILDER TO INSTALL SECOND SHRLL COMPLY WITH SECTION RSOZIZL OR NOT,THAT RECEPTACLE SHRLL BE GFCI PROTECTED WALLS EXCEPT FOR THOSE SUPPORTING WINGED SIDE OF EACH STAIRWAY WITH FOUR DR MORE RISERS SHRLL BE RESPONSIBLE FOR COMPLIANCE WITH IL GFCI CIRCUIT PROTECTION SHRLL BE PROVIDED BY TABLE IONZ101 NOBLES,BALCONIES,2nd FLOOR WALL DEAD LORDS ARE FLOOR SMOKE DI IT WIRES TO 10 FIREBLOCKING SHRLL BE PROVIDED IN WOOD-FRAME HRNORAIL HEIGHT,MEASURED RBOVE STAR TREAD SECTION R6132 2006 IRC),Rb'122(2009 IRC 6 MR), BREAKER OR RECEPTACLE EXCEPTION: IN ONE RND TWO STORY BUILDINGS, NON-LORD BEARING CONTACT MANUFACTURER TO VERIFY 3 BATHROOM CIRCUIT WIRES DROPPED FROM EACH FLOOR. FLOOR CONSTRUCTION AND FLOOR-CEILING ASSEMBLIES NOSINGS SHRLL BE NOT LESS THAN 34 INCHES AND R312(2012-15 IRC)._ 12 SMOKE DETECTORS SHRLL BE FREX 4518 OR R SPACING BETWEEN BRACE)WALL LINES SHALL NOT BEARING STATUS OF GABLE END WRLLS WHEN IN DOUBT. BASEMENT SHRLL BE INTERCONNECTED B7 THE BUILDER IN ACCORDANCE WITH SECTION R602B(2000-05 IRCI, NOT MORE THAN 38 INCHES SEE SECTION 8311781 25 2009-15 RC 6 MR-"HRBITRBLE RTTICS"SHRLL BE EXCEED 35 FEET CN CENITER IN ORDER TO 4. PANEL BOXES IN CRAWL SPACE UNITS SHRLL BE 830711 2009-15 IRC 6 MR) CHIMNEY FRE3LOCKING LISTED EQUIVALENIT 4 WHEN CONSTRUCTION AND FABRICATION OF ELEMENTS, GUARDS SHALL CDMPLY WITH SECTION RBLU DESIGNED WITH PERMANENT STAR FOR VERTICRL 13 SMOKE DETECTORS SHRLL BE DIRECTLY CONNECTED TO RCCDMMDDRTE DIVE SINGLE AODM NOT EXCEEDING re.PORCHES,CRRPDRTS, GPIRRGES,ETC IS DONE IN R INSTRII BY THE MANUFACTURER FOR OTHER UNITS, SHRLL COMPLY WITH R10DL16(2000-06 RC),R100319 10 VENTILATION OF ATTIC SPACE SHRLL BE PROVIDED BY EGRESS AND R MINIMUM OF(1)EGRE55 WINDOW. R GENERRL ILLUMINATION CIRCUIT WITH NO 900 SF IN EACH DWELLING UNIT RLL OTHER MANNER THAT DOES NOT IMPOSE ANY RODITIDNAL THE MANUFACTURER MRY EITHER INSTALL THE PRNEL 2009-15 RC 6 MRL FIREBLDCKAIG SHRLL BE APPLIED INTERVENING SWITCHES AND SHRLL BE INTERCONNECTED BRACED WRLL LINE SPACING SHRLL BE 25 FEET APART BOX,WIRE THE PANEL BOX UNDERNEATH FOR BEFORE SPACE IS COVERED OR CONCERLED A COMBINATION OF E:RVE AND RIDGE VENTS THE 26 20113-15 RC 6 MR-BRACED WRLL ANRLYSIS SHALL BE STRUCTURAL LIVE LORDS ON THE MOOULRR UNIT,NO IN SUCH R MANNER THAT THE ACTIVATION OF ONE MAXIMUM.EXTERIOR BRACED WRLL LINES SHRLL INSTALLATION BY THE BUILDER DR LABEL WIRES AND 1L ROOF COVERINGS SHRLL COMPLY WITH SECTION R90S. MINIMUM NET FREE VENTILATION SPR RRER SHRLL BE PERFORMED ON EACH MODEL PER SECTION 860210 VERIFICATION OF LORD CARRYING CAPABILITIES 1S ALARM WILL ACTIVATE RLL ALARMS IN THE HAVE R BRACED WRLL PANEL LOCATED AT THE END OF SHIP PANEL BOX AND BREAKERS LOOSE FOR 17 SKYLIGHTS AND SLOPED GLAZING SHRLL COMPLY WITH 1/300 OF THE RRER OF THE SPACE VENTILATED 2003-2015 RC 6 N1R1 ELEMENT ED BY THE BUILDER FOR THE ATTACHMENT OF 40%-51�VENT RED'D RT THE RIDGE 2012-15 RC1 27 2012-15 RC-DRIP EDGE SHALL OVERLAP 2",EXTEND R INDIVIDUAL UNIT, THE BRACED WRLL LINE SEE FIG HERTH L3 ELEMENT TD THE MODULAR UNIT WHENINSTALLATION BY THE STBUILDER. LED SECTION R308.6.TUBULAR DRYLIGHT DEVICES SHRLL 1L THIS NOTE RESERVED FOR FUTURE USE MINIMUM OF 1/4"BELOW THE ROOF SHEATHING,EXTEND S. ROT BE ATTACHMENT O WRLL 5HER SEE SHRLL 5 WHEN PANEL BOX IS INSTALLED IN UNIT. ELECTRICRL COMPLY W/SECTION 83088 2012-15 RC1 12 INDIVIDUAL COMPONENTS SUCH R5 STRUCTURAL UP THE ROOF SHEATHING 2",RID BE FASTENED WITH THEY SHRLL BE LOCATED]N EACH SLEEPING ROAM. NOT BE PERMITTED IN SEC'S C OR OD SEE R6021O115 S. OPENINGS IN MARRIAGE ST WALLS GRERTER THAN B-0" CONNECTIONS BETWEEN MODULES SHRLL BE MADE IN 13,STRUCTURAL MEMBERS SUBJECT TO HOLE DRILLING. SYSTEMS, HABITABLE SPACES,NDN-HRBITRBLE SPACES, ROOFING NAILS AT 1T'OC ROOFING UNDERLRYMENT OUTSIDE OF EACH SEPARATE SLEEPING AREA AND ON SHRLL DER ER R END I COLUMN OR FOUNDRTIDV 7. INTERIOR BRACED WRLL OWES SHRLL BE FASTENED TD JUNCTION BOXES IN THE ATTIC CAVITY NEAR THE CUTTING OR NOTCHING SHRLL COMPLY WITH SECTIONS ERCH FLOOR LEVEL ALL SMOKE RLRRMS SHRLL BE FLOOR AND ROOF FRAMING IN ACCORDANCE WITH TABLE PIER LANDER EACH EPID IN THE FOUNDATION RC E55 PANEL OR IN THE BRSEMENT.MRNUFRCTURER STAIRWAYS,CLOSETS.UTILITY PRESS,BATHS. SHALL EXTEND OVER THE DRIP EDGE RT THE ERVE.RND LISTED AND INSTALLED IN ACCORDANCE WITH THE R60210B ACTUAL FLOOR PLANS PROVIDED FDR PERMIT SETS SHRLL SUPPLY JUNCTION BOX AND WIRE. R5028,R6026,RS92M_RBDZ7. KITCHENS,GRRRGES, CARPORTS, ETC MAT BE UNDER THE DRIP EDGE AT THE RAKE(GABLE) 5H3NGLE5 PROVISIONS OF THE CODE AND NLFPR 72 SHRLL SHOW LOCATION OF EXTRA SUPPORTS SEE FIGURES R502B, R5023(1),R60Z321. INTEGRATED WITH RNY FLOOR PLAN THEY MRY BE MRY EE CUi FLUSH WITH THE DRIP I21GE UNLESS JOISTS PRRRLLEL TO THE TOP PLATE SHALL BE 5 WHEN PANEL BOX IS NOT LOCRTED ON OR DIRECTLY R6076(D.R6028(21 ROTATED 911°RND/OR REVERSED 1N FLAY DRECTIDN, OTHERWISE SPECIFIED BY THE SHINGLE MRNIUFRCTURER '�ELECTRICRL FIELD NOTE aZ TOE'fNR11.ED TO THE TOP PLATE WITH MIN.8d NAILS 6 SHIP STALE APPLIANCES AND DR MANUFACTURERS EQUIPMENT SHRLL ADJACENT TO RN EXTERIOR WRLL OF BUILDING.R BE INSTALLED PER THE PRODUCT MANUFACTURERS 14 THE MANUFACTURER MAY SUBSTITUTE FOR THE JOIST 14 CARBON MONOXIDE DETECTORS W SHRLL BE PROVIDED RND SPACED R MAXIMUM OF 6' OC, SERVICE DISCONNECTING MEANS SHRLL BE INISTRLLFD RT HRNGERS SHOWN IN THE TYPICAL CROSS SECTION IN PART DR IN THEIR DRAWINGS SHALL CR DETECTORS IN ACCORDANCE WITH SECTION 8315 TOP PLATE TRPS SHRLL BE FACE NAILED LIC MLN INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTOMER, A RERDIL7 RCCF55IELE LOCATION EITHER OUTSIDE OF DRAWINGS. R 2x2 NOMINAL WOOD LEDGER STRIP. STRUCTURAL SYSTEM QRRWINGS SPIRIT BE CROSS DETECTORS SHRLL BE LISTED RND LABELED AS EIGHT(8) 16d NAILS EACH SIDE OF THE SPLICE 7 HANDRAILS SHRLL BE SUPPLIED RND INSTALLED BY THE THE BUILDING OR INSIDE NEAREST THE POINT OF REFERENCED ON RLL FLOOR PLAN DRRWING5 COMPLYING WITH UL 2034. SEE R62117 BUILDER BEFORE UNIT IS HRBITRBLE ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY 15 SINGLE FAMILY OWNER OCCUPIED DWELLING UNITS ARE 13 FORM PLASTIC IF USED,SHALL BE IN COMPLIANCE HRNORRIL5 SHRLL BE FIELD INSTALLED EXEMPT FROM THE FOLLOWING CODE REQUIREMENTS: WITH SECTION 8316 15.ENCLOSED INCRNDE5CENT CQLIING LIGHTS IN R CLOSET B OPENINGS IN THE FLOOR OR ROOF/CEILING SHALL B. THE BUILDER SHRLL BE RESPONSIBLE FOR COMPLYING THE BUILDER 830310-REQUIRED HEATING 14 THIS NOTE RESERVED FOR FUTURE USE SHRLL HAVE 12"MINIMUM HORIZONTAL CLEARANCE FROM NOT EXCEED TWELVE OD FEET OR 50%OF THE WITH SECTION 8310, APPLICABLE TO BASEMENTS SERVICE DISCONNECTING MEANS SHRLL-NOT BE 83051-TOILET FRCILITIES 15 BASEMENTS WITH HABITABLE SPACE AND EVERY COMBUSTIBLE MRT172IRL SURFACE MOUNTED LEAST FLOOR OR ROOF/CEILING DIMENSION REOURING EMERGENCY AND RESCUE OPENINGS INSTALLED IN BRTH2O0M5 83062-KITCHEN FACILITIES SLEEPING AODM SHRLL HAVE AT LEAST ONE DPENRBLE FLUORESCENT OR RECESSED ENCLOSED INCRNOESCENE SEE R30L22.72(41 S. FOUNDRTION PLANS ARE FOR DIMENSIONAL AND METHOD THE RUTHORITY HAVING JURISDICTION SHALL DETERMINE EXEMPTIONS SHRLL BE SUBJECT TO APPROVAL BY CEILING LIGHTS IN R CLOSET SHRLL HRVE T'MINIMUM 9, IN SDC DO,WATER HEATERS SHALL BE ANCHORED DR THE DISERNCE INSIDE THE BUILDING THE SERVICE EMERGENCY ESCAPE RND RESCUE OPENING WITH R SILL OF CENTER GIRDER SUPPORT ONLY FINAL DRAWINGS THE AUTHORITY HAVING JURISDICTION HORIZONTAL CLEARANCE FROM COMBUSTIBLE MATERIAL STRAPPED STRAPPING SHRLL BE AT POINTS WITHIN ENTRANCE CONDUCTORS SHRLL BE ALLOWED TO TRAVEL 16 CONNECTORS SHRLL BE INSTALLED CRPRBLE HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FOR SITE WORK REQUIRED IN CONNECTION WITH 16 3 WRY RND 4 WRY S4fITCFES SHALL.BE SD WIRED THAT TFE UPPER RND LOWER 1/3 OF THE APPLIANCES OF RESISTING UPLIFT FORCES SPECIFIED FLOOR.R MINIMUM NET CLEAR OPENING RRER OF SY AOR P-ATBR OF THE UNITCRL SHRLL BE DONE TO THE MAIN VICE SHALL BE MEANS. 57 SQUARE FEET. R MINIMUM NET CLEAR OPENING ALL SWITCHING IS DONE ONLY IN THE UNGROUNDED VERTICAL DIMENSIONS BY R P.E.P. OR RA BASED ON LOCAL SOIL CONDITIONS 7 ELECTRIC SERVICE SHRLL BE GROUNDED ON SITE BT ON THE TRUSS DRAWINGS FOR THE ROOF CONDUCTOR SWITCHES DR CIRCUIT BREAKERS SHRLL NOT RT THE LOWER POINT,THE STRAPPING SHRLL MAINTAIN TRUSS TO WRLL CONNECTION HEIGHT OF 24 INCHES AND R MINIMUM NET CLEAR DISCONNECT THE GROUNDED CONDUCTOR OF R CIRCUIT. R MIN DISTANCE DF 4"ABOVE THE CONTROLS 10.AALLUT WORK DONE ON 517E SHRLL BE APPROVED BY THE THE BUILDER IN FIS SET NCE WITH GOVERNING ND T CONNECTORS SHRLL BE INSTRLIFD IN RCCORDRNCE OPENING WIDTH OF 20 INCHES 17.OUTLET BOXES IN FRE RATED RBSEMBLTE5 SHALL BE SEE M19072 AUTHORITY HAVING JURISDICTION B ELECT THE HOME IS SET ON THE FOUNDATION OTHER RND THE REQUIRED WINDOW WELLS SHALL COMPLY WITH 1L R55E 5 RC-UNDERSIDE OF FIRST FLOOR-FLOP. ELECTRICRL SYSTEM IS COMPLETED B7 ETHERS IN WITH THE MANUFACTURERS NOT SPECLIICRTIDNS SECTIONS R3102-3. PR55 6 SEYMOUR TYPE P116RN OR R LISTED RS5EMBLY SHRLL BE PROTECTED WITH 1/2"GYP.OR 5/B" ACCORDANCE WITH THE GOVERNING CODES,R COMPLETE 17 SINGLE FAMILY UNITS NOT SUPPLIED WITH ELECTRICRL 15 EACH DWELLING UNIT SHRLL CONTAIN AT LEAST ONE EQUIVRLENT WOOD STRUCTURAL PANEL SEE SECTION 85013 20121 OPERATIONAL CHECK SHRLL BE PERFORMED THIS CHECK POWER(E3401 211 REQUIRE WINDOWS or DOORS MEETINGHRBITRBLE SPACE WITH 70 50.F7 MINIMUM GR055 OUTLET BOXES ON OPPOSITE SIDES OF FIRE RATED SEISMIC DESIGN FIELD NOTES R30M 12015)FOR EXCEPTIONS SHRLL BE THE RESPONSIBILITY OF THE BUILDER NATURAL LIGHT 6 VENT REQUIREMENTS FOR THE FLOOR AREA WRLL RSSEMBLIE5 SHRLL COPLY WITH R311342. 9 COMPLETED ELECTRICAL SYSTEMS SHRLL BE INSPECTED FOLLOWING AREAS. HRBITRBLE ROOMS IR3031), OTHER HABITABLE ROOMS EXCEPT KITCHENS SHRLL EXCEPTION 2 L MASONRY R0SIZ 1N SOC DO SHRLL COMPLY RND TESTED IN CONFORMANCE WITH NFPR-70 BATHROOMS(8303.3) 6 STAIRWAYS(RBD3.7 6 8) HRVE R FLOOR AREA OF NOT LESS THRN 70 50.FT. 18 WHEN CIRCUITS WILL NOT FIT IN R SINGLE PANEL BOX, WITH SECTION ON 8660612 HEAT NOTES TESTING RND INSPECTION SHALL BE PERFORMED BY RN 13 2012-15 RC-END-JOINTED LUMBER USED IN FRLLED E HABITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE R SUB-FEED SHRLL BE INSTASEE DRAWING 6o BUILDINGS WITH ABOVE GARDE CONCRETE WALLS SHRLL RPPROVED ELECTRICRL UNDERWRITER'S AGENCY RESISTANT FLOOR.WRLL DR ROOF/CLG ASSEMBLIES LESS THAN 7 FEET IN RM HORIZONTAL DIRECTION 19 SEE DWG Be FOR ADDITIONAL 6 2008 NEC ELEC NOTES COMPLY WITH SECTION 8606.8608. OR DESIGNED IN 10 WHEN ARFRS ARE PROVIDED IN THE FACTORY, SHALL HAVE THE"HRR"DESIGNATION IN ITS GRRDE SEE SECT.8304 4 FOR HEIGHT EFFECT ON ROOM RRER. 20 SMOKE ALARMS AND DETECTORS INSTALLED WITHIN ACCORDRNCESOL2Z WITH ACCEPTED ENGINEERING PRACTICE L SEE DRAWING 3a FOR ENERGY SUMMARY RND NOTES RND WASHERS,DRYERS,WRTER HEATERS MAY BE MARK R 20 FOOT HORIZONTAL PATH OF R COOKING SEE 8301224 U VALUES OF WINDOWS AND ODORS INSTALLED BY THE MANUFACTURER I9 2012-15 RC-SINGLE MEMBER EXT WALL HEADERS RPPLIRNCE SHALL BE EQUIPPED WITH AN ALARM 2. CONCRETE FOOTINGS IN SDC 00 SHRLL HAVE MIN Z ALL WINDOWS RN10 DOORS SHALL BE WERTHERSTRIPPED WHEN AREAS OR RPPLIRNCES RRE NOT PROVIDED, SHRLL HAVE R PLATE MATCHING THE THICKNESS OF SILENCING MEANS OR BE OF THE PHOTD-ELECTRIC TYPE REINFORCEMENT AS REOLRED IN SECTION R4031Z 3. CONNECTED ELECTRIC BASEBOARD HEAT LORD SHALL NOT APPLIANCES SHALL BE PROVIDED BY THE BUILDER, THE WRLL DIRECTLY ABOVE AND BELOW THE HERDER 2L SMOKE RLRAND RMS RDETECTORS SHRLL NOT BE 3 FOUNDATION WRLLS IN 5DC DO WITH R MAX WALL EXCEED 8D%OF RATED CRPRC17Y V-D"OF BASEBOARD MRNIUFRCTURER OR R'TAIL CUSTOMER RND 20.MUNCY HOMES,INC.SHRLL NOT BUILD SUNROOMS, INSTALLED WITHIN R 3 FOOT HORIZONTAL PATH FROM HEIGHT OF B FEET AND MAX.UNBRLRNCED BRCKFILL IS RATED AT 250 WATTS,240V INSTALLED ON SITE GUESTROOMS,MRZZRNNINES OR APPLY PV SYSTEMS PER R DOOR TO R KITCHEN DR BATHROOM CONTAINING HEIGHT OF 4 FEET SHRLL COMPLY WITH THE 4 ELECTRIC BRSEBORRO UNITS SHRLL BE INSTALLED TO 11 ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE APPROPRIATE SECTIONS WITHIN THE 2015 RC. R SHOWER OR R TUB REOUIREMENTS OF TRBLE R404.L10)RND SHRLL HAVE MRNUFRCTURERZ INSTRUCTIONS LABELING OF UNITS THE AUTHORITY HRVING JURISDICTION 2ZSMDKE RLRRMS AND DETECTORS SHALL NOT BE ONE NO 4 HORIZONTAL BAR LOCATED IN THE UPPER SHRLL COMPLY WITH M13031(4). 12 ON-SITE DECK/PDRCH/5TODP SHALL EXTEND UNDER EXT INSTRIIF WITHIN R 3 FOOT HORIZONTAL PATH FROM 12 INCHES OF THE WALL S. 1'-0"OF HYDRONIC BASEBOARD HEAT=550 BTUH AT GFCI RECENT AS SHOWN SD THE RECENT MR7 BE PLUMBING NOTES i THE TIP OF THE BLADE OF R CEILING SUSPENDED R MIN.THICKNESS OF 75 INCHES IS REOURED FOR 180°F AT I GALLON PER MINUTE RCCE55IBL.E FROM THE DECK/PORCH/STOOP I (PADDLE)FRN PLAIN CONCRETE FOUNDATION WALLS EXCEPT THAT R S. FOR HYORONIC BASEBOARD HEAT SYSTEM,MRNLUFRCTURER 13.REO'D FRONT AND REAR EXT GFCI RECENT SHRLL BE 23 INTERIOR STAIRWAYS HAVING 6 OR MORE RISERS SHALL MIN THICKNESS OF 6 INCHES SHALL BE PERMITTED SUPPLIES HERT UNITS CONSISTING OF: L DWV LINES SHALL BE R55 SCHEDULE 40 COMPLYING 7 HORIZONTAL DRAIN LINES 2 12"OR LESS SHALL 2Z CEMENT,FIBERCEMENT,OR GLASS MATT GYP BD RELIEVE R WRLL SWITCH AT ER FLOOR LEVEL.TO FOR PLAIN CONCRETE FOUNDATION WALLS WITH R MRX COVER ELEMENTS.CAPS.3/4"TYPE M COPPER SLABBED RCCES5IBLE FROM GRADE RDDITIONRL"GRROE- WITH ASTM D 2651 OR PVC SCHEDULE 40 COMPLYING SLOPE A MINIMUM OF 1/4"PER FOOT COMPLING WITH R5TM C1288,C1235,OR 03178 SHRLL BE CONTROL THE LIGHTING OUTLET HEIGHT IN 4 FEET.6 OUNDS THOROUGH THE FLOOR.BUILDER IS RESPONSIBLE FOR THE ACCESSIBLE' EXT GFCI RECEPTS SHALL BE PROVIDED WITH ASTM D 2665 OR COPPER DWV COMPLYING WITH HORIZONTAL DRAIN LINES 3"TO 6"SHRLL SLOPE USED RS BACKER FOR WALL TILE IN TUB/SHDWER AREAS 24.MORE THAN 2 NMB CABLES PF155ING THRU R FR®LO PLAIN MASONRY FOUNDATION WALLS SHRLL BE R MIN BOILER AND ALL MRTERIRL5 TO COMPLETE THE SYSTEMFRONT . RND BY OTHERS(BELOW THE MODULES)AT RSTM B 306. A MINIMUM OF 1/B"PER FOOT 8702.421 WATER RESISTANT(GREENBOARD) GYPBD SHALL HOLE MUST BE DERRTEO PER NEC TABLE E36053 OF B INCHES THICK SEE R40414 7 COPPER WATER PIPE.TYPES K AND M SHALL COMPLY THE PRONE AND REAR OF THE HOUSE SHOULD THE PLASTIC PIPE(DWV) MRXIMUM HORIZONTAL SUPPORT B. FITTINGS FOR CHANGE IN DIRECTION OF DRRINRGE CONFORM WITH R5TM 1396,CU70 OR C127B 0270237) 25 RFCI PROTECTION: SEE ELEC NOTES 7 6 B OF Pg 3a 4 FOUNDATION WRLL5 IN SDC DO WITH A WRLL HEIGHT WITH R5TM B BB(MECHANICAL SYSTEMS ONLY) RECEF'TS SHOWN NOT BE ACCESSIBLE FROM GRADE SPACING-4'-0". PIPING SHALL COMPLY WITH TRBLE 3005123 THE DISCHARGE WATER TEMP.FROM R BIDET FITTING EXCEEDING B FEET RND UNBALANCED BRCKFLI HEIGHT B. - - -> - INDICATES PIPING BELOW FLOOR BY THE MRXIMUM VERTICAL SUPPORT SPACING-EACH STORY S. MRXIMUM LENGTH FROM WR5TE OUTLETS TO TRRP SHALL BE LIMITED TO R MRXIMUM TEMP OF IID°F BY EXCEEDING 4 FEET SHRLL COMPLY WITH THE BUILDER.ARROW INDICRTES DIRECTION OF FLOW HEIGHT AND PIPING SHRLL HAVE R MIDSTORY GUIDE WEIR SHRLL BE 24" R WATER TEMP LIMITING DEVICE THAT ELECTRICRL SYMBOLS REDUIREMENT5 OF'TABLE 840411121,R4D411(9), FOR HYDRONIC BRSEBORRD HEAT LAYOUT COPPER PIPE MRXIMUM HORIZONTAL SUPPORT 10 AS AN RLTERNATIVE TO VENTS THROUGH THE ROOF, CONFORMS TO RISE 1070. R40411(4)AND SHALL HAVE TWO NO 4 HORIZONTALEQUESTTTTOO A HERT FIELD NOTES 0 SPACING-6-". AR ADMITTANCE VRLVES COMPLYING WITH RISE 1051 24.WHERE MRNUFACTURER's INSTRUCTIONS ARE NOT BARS LOCATED IN THE UPPER 12 INCHES OF THE WALL 9 RMANUSHALL PROVIDE R FARMED CHOSE UPON MAXIMUM VERTICAL SUPPORT SPACING-ERCH STORY SHALL BE PERMITTED FOR R SINGLE FIXTURE OR FOR AVAILABLE,A 12'7X12"ACCESS SHALL BE PROVIDED TO 6 DUPLEX RECEPT 5 SINGLE SWITCH SEE R4.04.1.4 INSTALLED ALLOW FOR FLUE(S7 OR DUCTS TO BE L IE HABITABLE ROOMS ARE TO BE INSTALLED ON SITE HEIGHT BUT SHRLL NOT EXCEED]D-0' MULTIPLE FIXTURE TRAPS SEE SECTION P3114. WHIRLPOOL CIRCULATION PUMP LESS THAN 24"FROM 5 FOUNDATION AND WRLL ANCHORAGE IN SDC DO,IN IET R INE ON SITE B7 THE BUILDER SIZE TO BE F BASEMENT BUILDER AND R COMBUSTIBLE FUEL 2. WRTER SUPPLY LINES SHRLL BE TYPE L COPPER IL HORIZONTAL VENT PIPES SHRLL BE LOCATED R THE RCCESS OPENING THE RCCESS MUST BE I8"X18" DETERMINED BY THE BUILDER FURNACE ISA110SPECIFIED,VR FURNACE ROOM SHRLL BE COMPLYING WITH R5TM B 88 MINIMUM OF 6"ABOVE THE FLOOD LEVEL RIM OF FOR CIRCULATION PUMPS GREATER THAN 24"FROM GFI RECEIPT THREE WRY SWITCH ADDITION TO THE REQUIREMENTS OF R40316. 10.FEET IN DUCT CONNECTORS SHRLL BE LIMITED TO 14 CONSTRUCTED RND R VENT TO EXTERIOR PROVIDED. ANCHOR BOLTS TED WI NOT MORE TARN 6 FEET OC FEEL'IN LENGTH FLEXIBLE DUCT LENGTH IS UNLIMITED. COPPER LINES MAXIMUM HORIZONTAL SUPPORT THE HIGHEST L CURE SERVED. THE RECESS DPENIING.327201 ( � THERMOSTAT SHRLL BE LOCATED WITHIN 12 INCHES FROM THE ENDS BUILDER SHALL COMPLY WITH RPPLIORBLE CODES FOR SPACING-6'-D'. 12 SHOWERS SHRLL COMPLY WITH SECTION 32706 25.WET-VENTING PER 33108 w' WATERPROOF RECENT ll MANUFACTURER HAS OP NST OF OMITTING THE FELTING ANY WORK DONT REQUIREMENTS ENTS OF EACH PLATE SECTION AT INTERIOR BEARING WRLL5, SYSTEM FOR ON SITE INISTALLRTION BY THE BUILDER. MAXIMUM VERTICAL SUPPORT EXCEED 1 -EACH LAVATORIES SHRLL COMPLY WITH SECTION P271L 26 SHOWER COMPARTMENTS CAN HAVE R MINIMUM FINISHED 220 RECI'PT ® PANEL BOX INTERIOR BRACED WALL LINES AND AT ALL EXTERIOR Z RLL WORK DOME G SITE SHRLL BE APPROVED BY THE STORY HEIGHT BUT NOT TO EXCEED 10'-0°. WATER CLOSETS SHALL COMPLY WITH SECTION 32717 INTERIOR DIMENSION OF 25'PROVIDED THE SHOWER WRLL5 2009-15 RC-WHERE R CLOTHES DRYER SPACE 15 AUTHORITY HAVING JURISDICTION CPVC COMPLYING WITH RSTM D 2646 MAY BE BATHTUBS SHRLL COMPLY WITH SECTION 2713. COMI-RRTMB473 CRO55 SECTIONAL AREA I5 AT LEAST PLATE WRSHERS, R MIN OF 0229"x3NT SHRLL BE PROVIDED,R DRYER EXHAUST SHRLL BE INSTRIIED a IT IS NECESSARY TO INSULATE THE BRSEMEM WALLS USED AS AN ALTERNATE MATERIAL 13 BRTHTUB AND SHOWER FLOORS AND WALLS ABOVE L3(A 50URRE INCHES R SHOWER COMPARTMENT EGRESS - LIGHT USED ON EACH BOLT BETWEEN THE FOUNDATION SILL IF NOT INSTALLED BY THE MANUFACTURER,IT MUST TO ENSURE COMPLIANCE WITH THE FORCED AR DUCT CPVC LINES MAXIMUM HORIZONTAL SUPPORT BATHTUBS WITH INSTRLLED SHOWER HERDS AND IN OPENING SHRLL BE R MINIMUM CLEAR AND PLATE AND THE NUT BE INSTALLED BY THE BUILDER R-VRLUE REQUIREMENTS IN UNCONDITIONED SPACES SPACING-BID" SHOWER COMPARTMENTS SHALL BE FINISHED WITH R UNDSSTRUCTED FINISHED WIDTH OF 22 INCHES ®RANGE HOOD VENTED TO EXT. 4 FEET O.0 MAX ANCHOR BOLT SPACING FOR BUILDINGS 2009-12 RC-WHERE R CONCEALED DRYER DUCT I5 THAT RRE NOT INSULATED,THE FORCED RIR DUCT MRXIMUM VERTICAL SUPPORT SPACING-EACH NONABSORBENT SURFACE SUCH WALL SURFACES SHRLL 27.(NJ.05-15 IRC 6 MR)THE HOT WRTER TO ERTHTU55OVER 2-STORIES IN HEIGHT INSTALLED,THE LENGTH DF DUCT SHRLL BE MUST BE COVERED WITH SUFFICIENT INSULATION TO STORY HEIGHT RND PIPING SHRLL HAVE R EXTEND TO A HEIGHT OF NOT LESS THAN 6'-0"ABOVE DR WHIRLPOOL TUBS SHRLL BE LIMITED T"0 R MAXIMUM ® FRN LIGHT VENTED TO EXT SEE R403.M1 RND R602111 PERMANENTLY IDENTIFIED WITHIN 72"OF THE DUCT ATTAIN R FORCED RIR DUCT INSULATION VALUE AS MIDSTORY GUIDE, THE FINISHED FLOOR. TEMPERATURE OF 120'F BY A WATER TEMPERATURE SMOKE DETECTOR 21 JUNCTION BOX S. ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE CONNECTION 2015 RC SIGNRGE RED'D WHEN> 35 RUN REQUIRED BY THE APPLICABLE ENERGY CODE CROSS-LINKED POLYETHYLENE(PIX)COMPLYING 14.SHOWERS. TUB/SHOWER RNID WHIRLPOOL/SHDWER LIMITING DEVICE THAT CONFORMS TO 855E 1070 AUTHORITY HRVING JURISDICTION 4.2009-12 IRC-DRYER DUCTS INSTRLLED WITHIN 1-1/4° S DEPARTMENT OF STATE L WITH RSTM F 877 MAY BE USED AS AN COMBINATIONS SHRLL BE EQUIPPED WITH CONTROL EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY ,q(, o HYDRDNIC BRSEHD OF THE FRAMING EDGE SHRLL BE PROTECTED WITH R ALTERNATE MRTERIAL. VALVES OF THE PRESSURE BALANCE R COMBINATION TUB/SHOWER VALVE A SMOKE/CO DETECTOR METRL SHIELD 2"ABOVE THE SOLE PLATE AND 2" DIVISION OF BUILDING STANDARDS AND CODES CROSS-LINKED POLYETHYLENE UPEO LINES MRXIMUM THEPMD57RTIC MIXING OR COMBINATION 2B 2009-15 RC-WRTER SUPPLY RISER FROM SHOWER o ELECT BRSEBD STRIP OUTLETS PLUMBING FIELD NOTES BELOW TILE TOP PLATE ALBANY,NY 12231-OOD1 HORIZONTAL SUPPORT SPACING-2'-B" PRESSURE BRLRNCE:/THERMOSTRTIC NOTING VALVE VALVE TO HEAP OUTLET SHRLL BE SECURED USING 5.2009-15 RC-MICROWRVE5 INSTRLLED ABOVE COOKING Stamp of Approval fora Systam,Model or Component MRXIMUM VERTICAL SUPPORT SPACING-EACH TYPES WITH HIGH LIMIT STOPS COMPLYING WITH DEVICES DESIGNED FOR USE WITH THE SPECIFIC PIPING L BUILDER RESPONSIBLE FOR SUPPLYING 6 INSTALLING APPLTRNCES SHALL CONFORM TO UL 923 M1387 2017-123 10120/2017 iii MAX FLOW RATES FOR FIXTURES OR FIXTURE FITTINGS DI5HWR5HER 6 ICE-MRKER-BOX WATER HRMMER STORY HEIGHT BUT NOT TO EXCEED 111'-0"RND RSSE/RNSI 1016 MATERIALS OR FITTINGS ANCHORED WITH SCREWS LRV FAUCET-22 m®SO sl 6 RETURN IO OPENING PLACEMEN RESTRICTIONS PER MIDSTORY GUIDE THE HIGH LIMIT STDP5 SHALL BE SET 29.2009-15 IRC-EACH FIXTURE DRAIN SHRLL CONNECT 9P P ARRESTOR COMPLYING WITH RISE 1010 RC SECTIONS M16022 6 G24475 2009-2015 RC1 Manufadumfs No AppGmhan No Data otApparal SHOWER HERD-25 gpm®BO psi FOR 200}15 RC STATES. WATER HAMMER ARRESTORS WATER DISTRIBUTION PIPING SHALL CONFORM TO BA UNIT WATER TEMPERATURE HI R MAXIMUM HOT 2015 I C- DO TO THE HORIZONTAL WET VENT. SINK FAUCET-ZZ m® 611 pi 7 IDENTIFICATION RC-RLL PIPING AND TUBING SHALL BEAR THE NOICETidd.l.)D I ef.b-edNnd.-semmpumnboM fadorymenok.Md RN5I/N15F 61 RND STANDARDS LISTED ABOVE 15.BLTHTl1B5 INCLUDING GARDEN.4IHIRLPOOL RND HOT 30 2015 RC- DOMESTIC HOT WATER SUPPLY PIPING 9F ARE ONLY NECESSARY AT ICE-MAKER-BOX RNID IDENTIFICRTIDN MANUFACTURER buddmps(Moddar)Omlam fabl�letl end essemNea azlhe tadory manmadmers leo'By S. PIPING.FIXTURES,MATERIALS AND DEVICES TUBS SHALL HAVE OUTLETS RND OVERFLOWS AT LEAST SHRLL BE INSULATED TO R MINIMUM OF R-3 UNDER WATER CLOSET-L6 9.1 PER FLUSHING CYCLE DISHWASHER LOCATIONS IF REQUIRED BY THE 2012 RC-PLASTIC PIPE,FITTINGS AND COMPONENTS Thty apparel did not rinefm samubdmerham raswnsm0ty fardevmOons.- UTILIZED IN R PLUMBING SYSTEM SHALL COMPLY L5 INCHES IN DIRMETER,AND THE WASTE OUTLET THE FOLLOW CONDITIONS[PRESCRIPTIVE: MRNUFRCTURER'S INSTRUCTIONS SHRLL BE 3rd PARTY CERTIFIED AS CNFRMNG TO NSF14 oromisdonhamdmappmvW6-snts. WITH SECTION P2609 SHRLL BE EOUIFPED WITH AN APPROVED STOPPER -PIPING 5/4"RNO LARGER Z BUILDER RESPONSIBLE FOR SUPPLYING AND 9,2012-15 IRC-RLL PIPING,TUBING RND FITTINGS SHALL Andra�do ustHaTmre MItl ,appara"bu .)Code Enf-.em0[6wL 4 SOLDER FIND FLUX USED FOR COPPER PIPE SHALL HAVE 16.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE -PIPING SERVING MORE THRN ONE DWELLING LIMIT. D45TRLL.ING BATH FIXTURE FRE BLOCKING. EITHER BE TESTED OR CERTIFIED BY AN APPROVED n A CHEMICAL COMPOSITION EDURL TO OR LESS THAN WATERPROOF AT FLOORS,WALLS AND COUNTERTOPS -PIPING FROM WATER HEATER TO R DI5TP.IBUTION 3 FIELD INSTALLED PIPING BETWEEN SECOND 6 FIRST THIRD-PRRTY TESTING AGENCY �"•,(' ,�.L'yLJ ByT1 02 PERCENT LEAD THE SOLDER SHALL COMPLY WITH 17.COPPER RNID PLASTIC PIPE SHALL BE PROTECTED MRNIFOLD FLOORS,BATHROOM TILE 6 FREEZE PROTECTION ON 02012-15 IRC-ELEC BASEBOARD HEATERS MUST BE LISTED JohnRAddada,PE,Achng Dlmclor 5aryl Andmades,RA RSTM 832.THE FLUX SHRLL COMPLY WITH RSTM BB13 WHEN LESS THRN 1 1/4"FROM NEAREST EDGE OF WOOD 31.2012-15 RC-WR5TE WRIER FROM BATHTUBS.SHOWERS. �i-AL CRAWL SPACE PIPING PLUS RLL WORK DONE ON SITE AND LREIF] PER LLL 1D47 5. JOINTS BETWEEN DIFFERENT GRADES OF PLRSTIC PIPE MEMBER PROTECTIVE SHIELD PLATES SHALL BE R MIN, LAW.CLOTHES WASHERS,RND LAUNDRY TRAYS MAY BE SHALL BE APPROVED BY THE AUTHORITY HRVING 2012-15 RC-WHOLE HOUSE MECHRNICRL VENTILATION RND OTHER PIPING MRTERIRL SHALL BE MADE WITH AN OF DOSZ THICK STEEL AND SHRLL COVER THE AREA DISCHARGED TO AN APPROVED GRRY WRTER SYSTEM <�,4p„- JURISDICTION PIPING SHRLL BE FIELD TESTED SYSTEM REOURIED PER M1507. MASTER SERIES APPROVED ADAPTER FITTING OF THE PIPE WHERE THE MEMBER 15 NOTCHED OR DESIGNED PER SECTION P3009 t'4,- p BEFORE CONCEALMENT. 2 OUTDOOR INTAKE OPENINGS WITHIN 1U OF R S. FOR RBS PIPE AND FITTINGS,R SOLVENT CEMENT BORED AND SHRLL EXTEND R MINIMUM OF 2"ABOVE 3Z 2012-15 RC-PIPE FITTINGS,TARPS,FIXTURES `" a 4. ROUGH AND FINISHED DWV SYSTEMS SHRLL BE TESTED CONTAMINATION SOURCE ARE TO BE 2'BELOW THE THAT COMPLIES WITH R57M D 2235 SHRLL BE RPPLIED SOLE PLATES AND BELOW TOP PLATES SEE P260321 UTILIZED IN R PLUMBING SYSTEM SHRLL SERB THE ID I IN ACCORDANCE WITH SECTIONS P250351 AND CONTRMINRTIDN SOURCE 2003-09 RC-MRL,3'BELOW RLL MODELS TO ALL JOINT SURFACES.SEE SECTION/`2905511- 18.CONCEALED PIPING IN UNHEATED AREAS INCLUDING OF THE MANUFACTURER,REFERENCED STRNDRRD AND i 1`250352. FOR 2012-15 RC. FOR CPVC PIPE AND FITTINGS,R SOLVENT CEMENT OUTSIDE WALLS SHRLL BE PROTECTED AGAINST 3rd PARTY INSPECTION RGENCYS ROUGH AND FINISHED WATER SUPPLY SYSTEMS SHALL 3 2012-15 RC-RIR EXHAUST OPENINGS SHRLL TERMINATE THAT COMPLIES WITH R5TM F 493 SHALL BE APPLIED FREEZING PIPING SHALL NOT BE LOCATED IN 33 VENT SHALL TERMINATE 2'RBDVE OPENINGS WITHIN 10' �' 11-' 7 BE TESTED IN RCCORDRNCE WITH SECTION P25037. 3'OR MORE FROM PROPERTY LINES, F FROM OPENINGS SCHEDULES b NOTES INSPECTION&TESTING OF BRCKFLQW PREVENTION TO ALL JOINT SURFACES THE JOINT SHRLL BE MADE CONCEALED SPACES UMB WHEN POSSIE T 2003-200.9 RC-MRI,3'ABOVE OPENINGS WITHIN 30'FOR T8'ES'1K (WINDOWS.ODORS,ETC)INTO THE BUILDING.AND LIP WHILE THE CEMENT IS WET,AND IN ACCORDANCE WITH 19.CONCEALED PLUMBING SHRLL BE TESTED IN PLANT 2012-15 RC DEVICES SHALL COMPLY WITH SECTIONS P2503B1 FROM ME15 3'A L(AR INTAKES UNLESS THE EXHAUST MUNCY HOMES, INC. R5TM D 2846 OR RSTM F 493 SEE SECTION P29ORgI NO PLUMBING SHALL BE CONCEALED BEFORE TESTING 34 2003-12 IRC-LAUNDRY TUB MIN 1-1/4"DRAIN 1-1/T' AND 3250382 OPENING IS 3'ABOVE THE RR INTAKE: FOR PVC PIPE AND FITTINGS. R PRIMER THAT TEST GAUGES SHALL COMPLY WITH SECTION P25039 LAUNDRY TUB MIN DRAIN-2015 IRC.MR,NY.NJ&ME 9�E���7 6. ALL WORK DONE ON SITE SHRLL BE APPROVED BY 4,2015 RC:CONDENISATE DRAINS TO BE IN5TL'0 TO ALLOW 1567 PR ROUTE 442 THE AUTHORITY HRVING JURISDICTION COMPLIES WITH RSTM F 656 SHRLL BE APPLIED 20.IN-PLAN PLUMBING SHRLL BE LABELED AND 35 PIPE,PIPE FITTINGS.JOINTS,VALVES.FAUCETS& MAINTENANCE OF THE DRAIN W/D CUTTING THE DRAIN. TO ALL PVC SOLVENT CEMENTED JOINTS PROTECTED DURING TRRNSPORTRTION, FIXTURE FITTINGS SUPPLYING WATER FOR DRINKING& 5 ZO15 IRC:REFERENCE DUCT LENGTH TABLE M15062 IF MUNCY, PR 17756 SOLVENT CEMENT FOR PVC PIPE COMPLYING WITH PLUGGED,CAPPED.ETC COOKING SHALL COMPLY WITH NSF 372&CONTAIN R MANUFACTURER'S INSTRUCTIONS NOT AVAILABLE RSTM D 2564 SHRLL BE RPPLIID TO ALL JOINT 2L SEE DRRWING 6b FOR ADDITIONAL PLUMBING NOTES WEIGHTED RVERRGE LEAD CONTENT OF<or=025% SURFACES SEE SECTION 1`29069.14. IP290621,2015 IRC) DRN BY I DRTR I SCRLE I REV. HT. NO FOR CRO55 LINKED POLYETHYLENE(PEX)PIPE RND DRTRBRSE NAME FITTINGS. JOINTS BETWEEN TUBING OR FITTINGS 03\3b_n 06 MJL 3-22-91 NONE 8-18-2017 3b SHRLL COMPLY WITH SECTIONS 17290691.5. FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SFERTHING SCHEDULE: • WALL SHEATHING SCHEDULE: • FLOOR SHEATHING SCHEDULE: • RRAOTINGGREOUD D o�WR��M MAXIMUM NOTES L EDURL OR BETTER MATERIAL MAY BE SUBSTITUTED • 3/B°PLYWOOD SHEATHING 3/8"PLYWOOD SHEATHING 19/32"TSG PLYWD.SiURD-I-FLODR OR EDURL S77/1B' E44B/2+ Z MANUFACTURER HAS OPTION OF DECREASING THE I1NIT JOIST SIZE,SPECIES RIND GARDE OF FLOOR JOIST(NOTE 42 6 3) UNIT JOIST �rlg,SPECIES RPID GARDE OF FLOOR JOIST-SFE NOTE a2 6 3 7/16° 7/16• S/B° ° THICKNESS 24° �• ELEMENT O.C.SPACING, WIDTH SPACING WIDTH SPACING 15/32" " 35/32° 23/32• ° B. END JOINTED LUMBER MAY BE USED W7ERCHRNGERBLY tom° �" y4° 40 P5F ES PSF 1130 PSF WITH SOLID SAWN MEMBERS OF THE SAME SP40 PSF LIVE LORD 613 PSF II 7/3 rOB SHEATHING s�DE.SHEATHING° 1�TSG DB.�STURD-I-FLDDR OR WURL 6S PSF 110 PSF 165 PSF RNID GRADE IN WALL CONSTRUCTION24' ]2" 2x8 SPF STUD OR eOURL ,7/,. ° LSA„ • " S/B" ° 120 PSF 195 PSF 275 PSF SEE SNIT B.GENERAL NOTES-L NOTE-15,FDR FIRE 24' 16° 2x8 5PF ayel DR WURL 1/2° ° 1/2° 3/4° " 175 PSF 2713 PSF n/a RESISTANT ASSEMBLY REOUIRMENTS. 24' 24" 2x10 SPF(.SDUTfD DR EDURL 24' 16" 2x10 SFF(SOUTH)42 OR EDURL IS/32"COMBINATION SHERTHING/SIDING 4. ALL SUMMARY TABLES REFLECT THE 2DESIGNED FOR STORAG FIDS. 24' 16" 2x12 SPF(SOUTH)02 DR WURL I/2°COMBINATION SHERTFING/SIDING SEE GENERAL NOTE 45 S. THE ROOFSHEATHINWHEN ATTIC FLOOR GS SCHEDULE(3/B°STORAGE, RPPLICRBLEO 19/32"COMBINATION SHERTHING/SMG S/B°COMBINATION SHEATFar1G/SIDING CONSTRUCTED OF WOOD STUDS. 26 12' 2x8 SFF ayal OR ED 26' 16° 2x10 SPF a2/U1 OR EDURL 6 INTERIOR NDN-LORDSERRING WALLS MAY BE 23 I6' 2x8 SP U1 OR EDURL ZG 1b° 2x12 SPF(SlX1TH1 232 OR EDURL 23 I6° 2x10 bPF(SOL.R}D*2 OR EQUAL 28' IZ' 2x10 SPF(SCUM 232 OR EDURL SEE GENERAL NOTE-7 WOOD STUDS 5HRLL BE A MIN.OF 2.3 SPF STUD GRADE ZG 24• 2.10 5PF ayal OR EDURL 281- 16° 2.10 5P al DR EQUAL 26' 24" 2x12-SPF MDUTHD U2 OR WUPL 28' 16` 2.12 SPF(SOUTH)*2 OR EDURL CEILING NO MORE THAN 24'D.C.WITH R MAXIMUM 26' 19. 3x2:9 3/8"TRUSS JOIST OR WURL 31' 1T EQ 2xID SP*1 OR URL CEILING HEIGHT OF 10'-0°. 2' 31' 13' 242 SP*1 OR EQUAL - R9 AN OPTION,PRE-ENGD09ZW WOODS STUDS MAY ALSO BE UTILIZED.THE ARE MANUFACTURED IN 28' 12° 2x8 SPF STUD OR WLIRL 26' 16° 2x10 SPF(5027TH)s2 OR EDUAL • ALL SHERTFENG IS AGENCY RRTED EITHER B4 OR 2.5NOMINALDIMENSIONS 7 RATED SHEATHING PANELS WITH ROOF SPRN RATING 28' 24° 2x72 SPF L90LJTH1 U2 OR WURL FLOOR JOIST SUMMARY NOTES OF 24°OR GREATER INSTALLM m WITH LONG DIMENSION 28' 192° •3xbS 3/8"TRESS JOIST DR EQUAL L JOISTS ST S IN AN EXTERIOR APPLICATION TO BE PRESSURE BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPRCING (NOTE (HB) EITHER PARALLEL DR PERPENDICULAR TO STUDS TREATED LUMBER SEE SECT,U3S OF APPROVED CRLC MANUAL BE DR 24°Or EXCEPT DIMLY PLYWOOD PANELS MUSE _ BE APPLIED WITH LONG DIMEASION ACROSS STUDS 31' 16° 2x10 SPF DR EQUAL 2 SEE SECT 237 OF APPROVED CRLC MANUAL FOR INTERIOR RPP[FLOOR JOIST UNLIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUPED BASEMENT CENTER GIRDER CENTER GIRDER WHEN STUDS ARE SPRCEII 24.O.CI 31' 19 31' 124-92° 9 2x32 SP 2322 OR OR EDURL 3.INTERIOR APPLICATIONS UP TD 125 PSF MAY BE FOUND IN SECTION 67 WIDTH STORM X/12 SNOW LORD WALL LORDS SUPPORT LORDS SUPPORT SPACING RATED SHEATHING PRNEI-S WITH ROOF SPAN RATING 3x2. 3/6"TRUSS JOIST OR EOURL OF THE APPROVED CRLC MANUAL (Pg)PSF SEENOTES SEE NOTES SEE ATE LESS THAN 2TLWIN LON(; ONNOEITHER PAP !Fl OR PERPENDICULAR TO 57Up5 • SEE DETAIL 05 OF SKY B- 16"OC [EXCEPT PLYWOOD PANELS 3/8"THICK OR LESS24' 1 RR,RANCH,ELLSPLST,TEE LESS THAN 9 35-SD 653-B04 1278-1578 518"-51P ACRO MUST S APPLIED WITH LONG DIMENSION ACROSS STUDDS) 313 PSF LIVE LORD 2G 1 LESS THAN 9 35-SD 859-1101 1402-1738 6'-5"-719° 24' 36• 2.B SPF(SOUND-2 OR EQUAL 28' 1 LESS THAN 9 35-50 879-1107 1564-1956 812"-7'-4" 24' 24• 2.B SPF*y-1 DR EDURL BS' 1 LESS TFIRN 9 35-SO 979-1238 1724-215B T-9°-71D' 24' 24" 7x10 SPF(SOUTH)U2 DR WURL 24' 2 2 STORY LESS THAN 9 35-SD ID331-1184 21316-2318 4'-5"-412" 26 I6' 2x8 SPF•Tal OR EQUAL MY 2 2 STORY LESS THAN 9 35-SD 1267-1SO9 2198-2534 T-0"-S'-5° 26 24° 2x1[1 SPF(SOUTH]U2 OR EQUAL all. 2 2 STORY LESS THAN 9 35-513 3314-IS42 2414-2806 S-6"-611" 31' 2 2 STORY LESS THAN 9 35-50 1456-1715 2658-3092 B-3'-8110' 21P 16" 2xB SPF U2/al OR EQUAL - 24' 1 RR,RANCH W/RTTIC STDR. 5-7 5S-SO 895-1166 1294-1502 S-B"-4'-11° 2B' 16• 2x10 SPF(SDUTHII 42 DR EOURL 26' 1 5-7 35-50 1050-1388 1136-1938 9-5"-81-91 281- 24" 2x10 5PF a2/al OR EDUAL - 28' 1 S-7 35-50 1098-1435 1230-1455 Y-1"-B15' 31' 12° 2x8 SP U2 OR EDURL 31' 1 5-7 35-SO 1115-1443 1366-1622 3-9"-T-ll" 31' 16" ZdD SPF(SOUTH)*2 DR EQURL 24' 2 2 STY W/RTTIC STORAGE 5-7 35-SD 7275-1546 2034-2342 4'-5•-412' Z3 2 2 STY W/RTTIC STORAGE 5-7 35-50 14SB-1795 1932-2294 74"-7111" 31' 24° 2x12 SPF'Uyal OR EDUAL 26' 2 2 STY W/RTTIC STORAGE 5-7 35-50 193-13M 2080-2306 T-2"-611" 31' 2 2 STY W/ATTID STORAGE S-7 .95-SU 1552-IM 23W-2556 61--7[1°-61-7 EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 28' 2 CONTEMPORARY LESS THAN 9 35-513 1386-1545 26:38-2916 8'-D"-71-@' UNITS USING 4 TO 7/12 MDND-PITCH TRUSSES UNITS USING 4 TO 7/12 MDND-PITCH TRUSSES 31' 2 CONTEMPORARY LESS THAN 9 1 35-50 1563-1743 2992-3372 718'-T-0" WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE;SPECIES,GRADE STUD CEILWG 24' 1 CAPE 9 35-SD 867-1155 1006-116B 1-2"-5-11" ` ZONES WIDTH OF SNOW SEE NOTES 7,B,8,31 OC HEIGHT MARK WIDTH OF SNOW SEE NOTES 7,9,11 OC HEIGHT 26' 1 CRFE 9 35-SO 890-314B 1158-1372 9-7-B'-9° ' MPH STORIES LORD[P SPACING NOTE 6 WALLS STORIES LORD(P SPACING NOTE 6 23 1 CAPE 9 35-SO IWC-1791 1218-1435 9'-1"-81-5° - 101/130 24'-33' 1-2 SO 2x6 SPF STUD 24" 95" 2 24'-31' 1 35 2.3 SPF-2/al 24° Be, 31' 1 CAPE 9 35-SD 1168-3522 1280-149D. 9'-11-8'-5" NOTE 1 2 24'-2G 1 S 2 24'-31' 1 50O 2x4 SPF STUD 24° 96°2.3 SPF STUD 241 95° 24' 2 2 STORY CAPE 9 35-SO 1257-1535 1745-190B 4110°-41T' 2 24'-31' 1=2 50 2x4 SPF STUD 16' I 9E 26' 2 2 STORY,CAPE 9 35-50 1298-1556 1954-2168 7-4"-7'-13' 28' 2 2 STORY CAPE 9 35-ED 1436-1726 2066-Z2B5 712"-5'-I0° 110/142 24'-31' 1-2 50 24 SPF STUD IV 96" MARRIAGE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R 5/12 AND 31' 2 2 STORY CAPE 9 35-SD 1645-1999 2214-2424 6'-10"-6'-6" 9/29/16 2 24'-Sr 1-2 50 2x6 SPF STUD 24` 96° NOTE 1 NOTE 5 7/32 ROOF FITCH AND THE ATTIC IS USED FOR STORRGEX APPLICABLE TD 24' 1 CAPE 12 35-50 84 122 2-995 ID70-1 1-2"-S-Il" _ NOTE UNITS WITH R 9/12 OR 12/12 ROOF PITCH 26 1 CAPE 12 35-SO 892-1012 =a-IWD 91-1"-9'-1° 120/155 24'-31' 1-2 1 3S 2x6 SFF STUD 16° 96° PLUMBER UNIT i NUMBER GROUND SIZE,SPECIES,GRADE STUD CEIIG 1' 1 CAPE >? 35-SD 977-3117 1264-3318 9''-1"-6-9° NOTE 1 MRRR WIDTH OF SNOW SEE NOTES 7,9,10 DC . HEIGHT 31' 1 CAPE 12 35-5D 1138-•1476 1330-ISIS B'-9°-812" WALLS STORIES LORD(Pg SPACING NOTE 5 24' 2 2 STORY CAPE 12 35-SD 1222-1375 1816-1652 V-8"-TB- EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNr S WITH R 2 24'-31' 1 SG 2x3 SPF-2/-1 24" 96" 26' 2 2 STORY CAPE 12 35-SD 1300-1420 2002-2056 712"-T-Y' 5 TO 7/12 ROOF PITCH RIND THE ATTIC IS USED FOR STORAGE 2 24'-31' 1-2 SO 2x4 SPF STUD 16" 96° 2B 2 2 STORY CAPE 12 35-SO 11,12-1552 2114-2168 T-0"-T-w n Ma 31' 2 2 STORY CAPE 12 35-SO 1615-1955 2254-ZSW EID- "-6'-6° a�, 076'1 WIND UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEOSNG MARRIAGE WALL STUD SUMMARY-APPLICABLE TD 24' 2 CAPE WITH SHED DORMER 12-411 '35-30 1155-1398 ISS9-104-9 4'-B"-411° '`• �tIT)'� ZONES WIDTH OF BMW SEE NOTES 7,B,9,10 OC HD3GHT CAPES WITH A SHED DORMER-411/12 SIDE MPH STORIES AD(P SPACING NOTE 6 23 2 CAPE WITH SHED DORMER 12-411 35-50 1156-1359 1650-1947 T4"-E-5" 301/130 24'-31' 1-2 50 2x6 SPF STUD I6" 96° PLUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 28' 2 CAPE WITH SHERD DORMER 12-4.11 35-5D 1207-1410 1731-2032 T-4"-6'-5" IM/13D 24'-31' 1-2 50 2x6 5PF STUD 24" 96" MRRR. WIDTH OF SNDN SEE NOTES 7,9,3 OC HEIGHT 31' 2 CAPE WITH SHED DORMER 12-411 35-50 1396-1656 1813-209B NOTE 1 NOTE 5 WALLS STORIES ORD �g SPACING NOTE 5 �, 2 SRLTSOX 12-5 SEE DWG 3c1 SEE DING 3231 SEE DWG 3e1 SEE DWG 3c1 111/142 24'-91' 1 IM/i42 24 3V I-2 50 2x6 SPF STUD 2 50 2.5 SPF STUD 4" 96.95, 2 24'-31' 2 50' 12.3 SPF U2/e1 24° Be" 23 2 SALTBOX 12-5 SEE DWG 9231 SEE DWG 3r1 SEE DWG 3X1 SEE DWG 3c1 ,1 SPACE RESERVED FOR TI•g NEN YORK STAMP OF APPROVAL NOTE 1 NOTE 5 3213/155 24'-31' 1-2 50 2x6 STUD is M ° SEP WALL STUD SUMMARY-APPLICABLE TD t�NUMBER IS FOR 35 PSF GROUND SNOW ZONE(Pg) NOTE 1 CAPES WITH A SHED DORMER-M/12 SIDE RIGHT NUMBER IS FOR SD PSF GROUND SNOW ZONE(Pq) 2 LORDS ARE GIVEN IN LB/LII•IERL FOOT. EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TONUMBER UNIT NUMBER GROUND S3ZE SPECIES,GARDE STH) CEI>.ING B. CENTER GIRDER SUPPORT SPACING 15 BR5ED UPON THE D45TRLLRTION OF A 3"AISC STA STEEL PIPE UMTS WITH R 9/12 DR IV12 ROOF PITCH MRRR WIDTH OF SNOW SEE NOTES 7,9,3 DC HEIGHT LORD= WITH Fy- A KSI APED x a"x 12 COLUMN LENGTH=813 FEET, HE CE RIF CONCENTRIC WALLS STORIES RD[Pg SPACING NOTE 6 LORD=TEM LBS ROD R 1/2"x 9"x 12"BE USED PLATE FASTENED TO THE CENTER GIRDERS. RLTERNRTE METHODS OF SUPPORT MAY BE USED PROVIDING THEY PRE CRPRRIF OF TRANSFERRING THE WIND UNIT NUMBER GROUND SIZE SPECIES,GRADE STUD OFT G 2 24'-31' DNR 50 2x4 SPF STUD 24" 96" DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNORTIDN. ZONES WIDTH OF SNOW SEF NOTES 7,8,9,30 DC HEIGHT ALTERNATE METHODS SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL MPH STORIES RD 0' SPACING HEIS 6 4. ACTUAL FOLD•IDRTIDN PLANS FOR DIMENSIONAL AND CENTER GIRDER SUPPORT SPACING AVAILABLE UPON REQUEST. IDI/13D 24'-31' 1-2 50 2x6 SPF STUD AC 96° S. FOR TYPICAL FOUNDATION DETAILS,SEE DRRWING(S1 4. SD(/130 24'-31' 1-2 50 2x6 SPF STUD 24• 96• F;7RTDR SOF AND MRRRTa.F Wal I STUD M= M BASEMENT WALL LORDS DO NOT REFLECT OPTIONS,SUCH AS DECKS,PORCHES,RF95W ROOF OPTIONS,ETC. L PLUMBER TD LENT OF°/'IS NOMINAL or BASIC WII•ID SPEED(Vexdl.NUMBER TD FOR UNITS WITH THESE OPTIONS,LORDS ARE AVAILABLE UPON REQUEST.REFERENCE ACTURL LORD SECTION NOTE 1 - NOTE 5 CONTAINED WITHIN CRLC MANUAL(OR CREATED CUSTOM)FOR LESSER LOADING OPTION 110/142 24'-31' 1-2 35 2x6 SPF STUD 16° Be" RIGNT OF„�15 ULTIMATE WIND SPEW Ndtl BOTH REFLECT MPH,9-SEC-GUSTS 7. SPANS SHOWN REFLECT R(4)MEMBER 2.8 SPF-2 GIRDER FOR 24-WME HOUSES,RNID R(6)MEMBER 2.10 SPFa2 110/142 24'-31' 1-2 35 2x6 SPF STUD 24` 96• 2 WINED ZONES DETERMINED BY IRC WIND MAPS DR STATE-SPECIFIC DATA. GIRDER FOR 26 THRU 31-WIDE HOUSES. FOR DTKM MEMBERS/SPRN OPTIONS SEE APPROVED CRLC MANUAL NOTE 1 NOTE 5 R. SEE SECTION.28 OF THE APPROVED CALC MANUAL B. SEE CRLC MANUAL SECTION 41 FOR FLOOR LORD ONLY WO ROOF LORD)OR SEE SECT-42 FOR FULL 4.STD TRUSSES REFERENCED FOR RESULTS ABOVE SEE APPROVED CALC LOADING IFLR 6 ROOF). MANUAL FOR MEMBERS SUPPORTING SPECIAL ROOFS(CRTH,RAISED-ROOF,ETCJ. S. STUDS ARE LIMITED TO THE SECOND FLOOR OF P 2 STORY UNIT. S. GING HEIGHTS SHOWN ARE CALCULATED.HEIGHTS MAY BE GREATER IF R 2x . LATERAL BRACE 15 PROVIDED RNID 1.DOES NOT EXCEED THE CALCULATED LENGTH OF THE STUD. SEF SECT 81 6 62 IN CALC MANUAL FOR GREATER STUD HEIGHTS. 96 24'-31' 1-2 50 2x6 STUD l6° " 7.MANUFACTURER HAS OPTION OF DECREASING THE STUD O.C.SPACING. GMSIDN GFB� DS UILD NGuI STANDAARDSAND CODES g STUD CRLCULATIDNS PRE BASED ON DO'C AT THE GIVEN Vaxd/Vu8 WIPED SP® SHOWN Vult EXP D EOUIVRLENTS ARE AS FOLLOWS 1150=1070,130C=1190, ALBANY.NY IMI-00D1 142;=131D,ISSC=142D. SEE CRLC MANUAL SECT 34, st"mP etAPPmwltar• 57.hm,tlndx UtGempeaMt EXTERIOR SIDE WALL STUD SUMMARY g WUPJ-.OR BETTER MRTERIAL MAY BE SUBSTITUTED M13B7 2016-061 10/04/2016 APPLICRBLE TO CAPES WITH R SHED DORMER la SEE SECT 2320 OF APPROVED CRLC MANUAL[ 11 SFE SECT s39 OF APPROVED CRLC MRMIRL m.*.h.e.a AppEcdmW Dm ofApmrd CIES WINED UNIT NUMBER GROUND SIZE,SPE ,GRADE STUD CEILING tlDIIGEIIbgpnWl• qai)Iolt®rmpax11.d6•ttlarmmuhawel ZONES WIDTH OF SNOW SEF NOTES 7,8,9,3 OC HEIGHT 12 SAWN LUMBER SHALL BE IDENTIFIED BY R GRADE MARK OF AN ACCREDITED •a•( 1�=•�m� dm•�•Jxm•��•(�/ MPH STORIESLORD[Pp SPACING NOTE 6 LUMBER GRADING OR INSt'ECTION AGENCY RIND HAVE DESIGN VALUES CERTIFIED - @ dd^°IaX"^N°"�m"li'^ a"1("(•�bm.°"" tmxftyp,wmd-m 101/130 24'-31' 2 5D 2.5 SPF STUD 24" 9G' BY AN RCCREDITATIDN BODY THAT COMPLIES WITH DOC PS 20. - Aosrem� matyx/n(e„reTmgp,wdgOmlmlco�Fnammx oem NOTE 1 JdmllAEdam,PE,ArTmp llxMa IAmh..dxs,RA 110/142 24'-31' 2 5D2.5 SPF STUD 16° Be" 110/142 24'-31' 2 50 2x6 SPF STUD 24" 96" NOTE 1 NOTE 5 1713/155 24'-31' 2 BD 2,6 STUD 36° 96" MASTER' SERIES NOTE 1 RLL MODELS STRUCTURRL SCHEDULES & NOTES MUNCY HOMES, INC. 1567 PR RDUTE 442 MUNCY, PR 17756 DR N BY DRTE SCRLE I REV. SHT. N0. DATABASENAME DJG 3-1-93 NINE 6-01-2016 3c 03\3c- td NOTES SEE FICTURL FLOOR'PLAN FOR LENGTH-SEE NOTE a2 FIELD N0TES L RLL HRNDRFM-S BY SUILDER. L IF ELM-DER EXCEEDS MAX COLUMN SPACING ON SHY 3c, 1"MIN NOTE 69 HEIGHT:.34°MW. -36°MAX. 1"MIN NOTE¢9 _____—__---------------------—————---------- -- SEE NOTE¢14. {� NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL tt c 2 SNEOE�°sGEN;7,SHY 3Qd:RGY NOTES°. i r______ _, I BE ASSUMED E THE MANUFACTURER 2 EXTERIOR DIMENSIONS SHOWN ON FLOOR PLAN REFLECT I W000 TO W000 MEASUREMENT ALLOWING SHEATHING TO 10"MIN for MD. o g MEN MIN for MM 1 I SEE NOTE+3 I I EXTEND DOWN OVER THE SILL PLATE IP MIN 6 I I WHEN FORM INSULATION 25 ADDED,SIZE OF FOUNDATION FOR LORDING FROM UNIT ON BRSF_MENT WILL AND I I MUST SE ENLARGED T IN WIDTH AND LENGTH. 7-3/4'MAX. I CENTER GIRDER SUPPORT,SEE Slit a3c I R. PIASTERS MAY BE REQUIRED:BUILDER MUST CHECK SOIL 7-3/4°MAX for MO ' I I I I s CONDITIONS AND APPLICABLE CODES erypx - _ MAX4" Tu I I END OFR for MO A COLUMN 15 REO11172FD BENEATH EACH I 4• P�MER 1T2�o.2012 IRC.B°ae N2OI�5 15"..AROUND COLUMN SPACING MAY HAVE I S. CRAWL SPACE FOUNDATION REQUIRES 15"x24"RCCESS. 2x12 I i BFAM.SEE FLOOR PLAN STAIRS.TO BE FIBEERC'T-U-UF1L FLOOR I I JUSTED TO MISS z R-OUIRED VENTIlATION 1 SF FOR EACH 150 5F 332 I OF CRAWL SPACE AREA PROVIDED ST CROSS VENTS I I PLAN FOR STAIR LOCATION. 1 � WN, MAGE INSET.T 6 RODENT PROOF WITH SCREENING POST I WINIDOWS I OF LOUVERS POST I I I I E THIS DEPTH WILL VARY CHECK LOCRL REQUIREMENTS. SEE CEMER GIRDER SPACING TABLE.SKY Q. 3'-0°NM I OR VENTS SEE NOTE¢1 I r 7. SUPPORT EXCEPT FOR METHOD OF CENTER GILDER FIELD WORK I I SUPPORT RND SPACING NOT FOR STATE APPROVAL- [FIELD MIN. &I I FINAL DESIGN FOR SITE WORK REQUIRED FOR 3'RISC SMSIZE OF r—— r—— I I a SET-UP INSTALLATION OF THE UNIT SHALL BE DONE I I --'Tl-COLUMN LT STEEL.PIPE I o I LONG FTG. I o I 1 o I l I 4 BY AN RRCFQTECT OR PROFESSIONAL ENGINEER IN THE _�` • PLATFORM I I I COLUMN L I 1� I I I I `� .......,..;.:..r.;...;....-...;..;......,; :, ..• ,.......:T:...;.....:.c I __ SEE NOTE all __ UPON __ __ I I z STATE AND BASED 0 ACTUAL IL CONI ,.,•. 1 APPLICABLE CODES. 6 15 BEARING 4"I d S STAIRS ARE THE RESPONS!!3fl_LfY OF THE BUILDER. SUGGESTED STAIRS,Y STRRIGHT s''= SUGGESTED STAIRS, STRAIGHT I I LRPACIn I+° ,� AND 5 MAX RISE 6 SO MIN TT�RO REQLl1TZF3]FOR M0. SCRLE: 1/2"=1'-0" SEE NOTE t9 SCRLE: 1/2"=1'-0" SEE NOTE #9 I 5° I I la SSEE SSHTT 3bFORADDIOF TIONAL NOTES. FIELD WORK I JL tMFO 3 1/21 MIN COLUMN RECUIRED. �� mC ISI I I J 12(RD REOUIRE5 DOUBLE SILL PLATE OR USE OF I I I FOUNDATION ANCHOR STRAPS. 1°BMIi Y�,` 1[T'MIN for M0. I I FOUNORTION PLRNS RND OETRILS I I UL(RD REQUIRES PJ IZ'x3Z'REMOTE OPERABLE WINDOWS a7-3/4°MAX HATE uy 5 MITa I RRE SUGGESTED MERNS OF SUPPORT. I ¢ IN ALL FOUNORTIONS NOTE¢9./' for Md 1 FINAL DRAWINGS FOR SITE WORK BASEMENT MODELS ONLY: I i 14.I12D PENUON TWO SIDE'S AILS F37R RUN OF STAIRS 5 vv' 7-3/4'MAX REOUIREO IN CONNECTION WITH F OPEN ON BOTH SIDES MRX for M4 NOTE¢9 I I SMOKE DETECTOR INSTALLED ON-SITE BY I I 15. FOUNDATION PLANS AND DETAILS SHOWN ARE FOR SETUP/IIJSTALLRTION OF THE oTrmRs To WIRE DRQ INTERCONNECTED •:� '°:; c I I I MASONRY CONTINGENT UPON OTHER MATERIALS MAY BE IR •.. a v4' oNIT SHALL BE DONE BY R P.E. WITH REMFAIINING DWELLING SMOKE 1 3/4°MAXMRX I 1 LODD.CONTINGENT UPON ON ACCORDANCE TOE im TH ED ••"' �MIN 5 r� 3>Z •�" �' - o for M0. I I OR R.R. BASED ON SOIL CONDITIONS. DETECTORS BY MANUFACTURER I 1 LORDS FIND CONSTRUCTED IN FltxORORN�WITH THE c l°MIN ` 5 1/4" 1 L SEE NOTE -15. j I APPLICABLE Bua.0ING CODES RNID APPROVED BY THE 3'-0°MM H LOCRL SUR13ING OFFICIAL 3'-0°MM 332 MAX' R3 Es E39I ----------------------------------------------- I 15. 3"STANDARD WEIGHT STEEL PIPE COLUMN.F157M kS, 10°MIN for MD. __________________________________________________� 5501.F1-39a1 tD"HEIGHT.RLLOWREL CONCENTRIC LOFID= g�MIN - - COLUMN my®HTS HEIGHT.CIN ACCORDANCE OF OTHER - COLUMN HEIGHTS SHALL,BE IN ACCORDANCE WITH -m' TYP. FOUNDATION PLAN RISC MRNURL OF STEEL CONSTRUCTION. m s°MIN SCRLE: 1/4'--1'-0" y� POST 2KM 3'-0 M POST POST 3'-Il°MINI 312 t:. —SHAPE :'' ` SUGGESTED STRIRS, L—SHRPE SUGGESTED STAIRS, WINDERS SUGGESTED STAIRS, U 5CRLE: IIZI=1'-0" SEE NOTE a9 SCALE: 1/2'=1'-O" SEE NOTE #9 SCRLE: 1/2'=1'-0" SEE NOTE ¢9 f— OTVD NRLL MATERIALS 6 LABOR REOUIKED BELOW THREADED ROD/NUTS/WREFERS OR BOLTS NQTE BOTTOM OF FLOOR JOIST IS THE 5UPPLIFD BY MFNUFRCTURER. ALL MATERIRLS 6 LABOR REOIDRED BELOW BOTTOM OF FLOOR JOIST 15 RESPONSIBILITY OF THE BUILDER. 1/2"x7]/2"t4 GIRDERS) THE RESPONSIBILITY OF THE rx m DER DETAILS SHOWN ARE SUGGESTED a" r DETAILS SHOWN ARE SUGGESTED ONLY 6 3/2°x10 11Z'E GIRDERS) ONLY 6 RCTURL CONSTRUCTION MUST COMPLY WITH ALL APPLICABLE CODES. � ACTUAL CONSTRUCTION SHALL COMPLY INSTALLED BY BLMDER ON * JC' WITH R-L APPLICABLE CODES. SITE 4a'O.C. SEE NOTE K TERMITE S IIELOrn O AS REQUIRED 1 JOIST HANGER v ry •0 36 SILL PLATE(SEE NOTE¢121 •076�1�p� FIN.GAO. m .. SILL SEALERSEE NOTE 11 6 16 1/Pk9PLATE FASTENED TO GIRDERR WITH(4)16d NAILS. ALTERNATE METHODS OF SUPPORT MAY BE USED.PROVIDING THEY ' AI•' ARE CAPABLE OF TRANSFERRING ,'n°• THE DESIGN LOADS FROM THE FLOOR 3/2"xANCHOR BOLT IMFIK GIRDERS TO THE FOUNDATION FIELD WORK IN FROM EACH CORNER AND ALTERNATE METHODS SHABE RPPROVEO ��i,• S-D"O.C.MAX AND WHICH ARE BY THE LOCAL SUI-DING OFFICIAL ORIRI SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL EMBEDDEDAT O 7"RST CONCRETE - OR SSINN MASONRY UNITSTED DES FOR TECO LOCATED H SEISMIC • DESIGN CATEGORY EE OA ANCHOR BOLTS �� ;.�' SNRLL RL50 BE LOCATED AT INTERIOR TO BE SUPPORTED ED LINES I UUOUS FWHEN OUNDATION 22gg SIZES.SPACING,ETC,SHALL BE SAME Fl5 Z ON SILL PLATE SUPPORTING EXTERIOR WRLLS. o Imo, PLATE WASHERS R MINIMUM OF 0229,013° SHALL BE PROVIDED BETWEEN THE PLATE FIND IN THE NUT. FIN GAO. SEE NOTE e5 Pfnc 3 � CLTSTOYENAU4 FEET O.C.MAX.FOR TORSTRUCTURES m ; SEE SEISMIC DESIGN FIELD NOTES.SHT 3h. ..v�• VAPOR BARRIER THE INSULATION DIXJ IS NOT ! � SHOWN FOR DRAWING CLRRITY SEE SHT S. • BLOCK OR POURED WALL : FOR ININSULRTION REXIUIiFMENTS c SIZE CONTINGENT UPON SOIL BEARING CRPRCITY Z z s^ .x`r,1"anfi r"R' i.. '3•' ••!•• iTSf'T`�'{A," Yi-: !' 4°GRAVEL BASE' i DEPAHINGST STANDARDS d OM910NO ALBANY, 3140DI FHID 0006 ry ¢ ¢ Al5PN1',NY 119HI001 FIELD WORK `± M1387 zo16-061 E 1 10/0412016 �L - -�• �ETh.,VvNa6 �ml® Allem AAppmd NOTE: "•I••• '••°•, taac asltl� um¢et �¢Asaem°am emov�moers(.aLr I�y'm THE INSULATION I5 NOT SHOWN n¢Rt+mlau(rdrxceuenm.a.e¢rM1¢nn.�¢selbNemAbq ums p o FOR DRAWING CLRRITY.SEE SHY 3. ¢claim tmn xa�md�era64 FOR INSULATION YREOUIREMENTS 4°DIA PERFORATED DRAIN pleXen wOnodfo�we edtagpwdgtleldcomEammn.mrnrmat B, a�H' CRRWL SPRCE DETRILS '°"" "'"'b'FFA`""°°"�` ""°"°°°`A" CONC. WATERPROOF EXPRNSION JOINT OISCALE 1'=1'-O" CONCRETE SLAB MASTER SERIES K i' - • _ RANCH. CAPE, TWO STORY 3 CONTEMP. .. ''t5h;. t°,� G-x Sia• _ •kF•'�+.s rtr FOUNDATION PLAN DETRILS & NOTES 4 GRAVEL BASE MUNCY HOMES, INC. VAPORBARRIER 1567 PR ROUTE 442 4°DIR PERFORATED DRAIN MUNCY, PR 17756 DRN BY DRTE I SCRLE I REV. 15HT. NO. DRTRBRSE NAME MJL 3-22-91 1 SHOWN 6-01-2016 1 4¢ D4\4e m cKms SEE ELECT.MOTE o2. SEE ELECTRICAL NOTES, CKTa4 BHT 3n 41 3p-� SHT 3a FOR RFCI CRITERIA _------r____-- SEE NOTE n NOTES ----------------------- -----------, ---- ---- -------------- ------- ------ ------- -------- .i,__--____ /'1 2 ii 1' ;i 2 7 7 II 1; L ELECTRICAL,LAYOUT IS REPRESENfRTIVE ONLY. 'i HEDULE 1 -� 2 RT LAYOUT RNID UNIT SIZES FIRE REPRESENTATIVE ONLY. 14 r CKTa11 CKT .r� CKTa2 1 1 I0KTa4 I i; i I L-- ii ii S. SEE BHT S.FOR ELECTRIC RNID GENERAL NOTES,INSULATION NSSCHEDULES AND CKTs19 I I'-- IB, r2 u I I DOOR AND W9J0DN U VALUES. ' `f'3 q� I IIRII BOX I' 1, 1' I I i i i i 4. SFE BHT 3b FOR ELECTRICAL NOTES.ELECTRICAL a i iWe�d—Ji' L— �� 11na FIELD NOTES.ELECTRICAL-SYMBOLS RND HERT/MECHRI•IICRL NOTES. ---- --- LIz� 9r-- �Q� I caT»n 21 I I 7 CKT-7 7 CII BOX 7 I S. HQ�7 LLosFLCULRTMNS ARE RVAILRSLE 19 a - .•J ; I I I 11 UPON REQUEST. 6. SEE"ELECTRICAL FIELD NOTES".NOTE a18.SHT 3b. �--o i n I 1. 5 i i I i i 7. SFE'ELECTRICAL FIELD NOTES',NOTE a3.SM 3b. . CKTa9 2 I 3 L i I SEE NOTE afi —J i CKTen _ Ii B. SEE"ELECTRICAL FIELD NOTES".NOTE a2,BHT 3b. o 9. SEE"ELECTRICAL FIELD NOTES",NOTE SIB,SNTT 3b 5T , 3 I 2 I ;, -----_ I� „ - m. TWO STORY�EUP� TIV'ENRMBE�PRRATI0NroyIR 10IIJ y i CKfe$ 5 —J I CKTalI CKTa12;i ;; 3 6 B n 5 i �BETIJEEN THEM.SEE BHT 2k FOR FLOgDNRTPLAN. N01Ea13 L yL r 2 1 i1 ii •``�. ISEF NS7E a8 LS 5 —0 �3 n i� iL 53TIDN WRLLO W N�DT BE IN�BRME STUD I, r— _-- --___-,' ,�-____-. I1 iz ELECTRICAL SCHEMRT9:IS FOR ONE LSVING UNIT. _` 6 6 q. - ,I I I r-� `Y3 11 SECOND LIVING UNIT IS MIRROR LIRGE , r, 'I I I ______ I �— —J i i 11 LOCATION OF WATER HERTER IF CRAWL SPACE I I !K I 1 I I r---- I I OPTION IS SPEC1TgD IELEC ONLYI - 5 '1 NOTE a8 6 I i i i I CKia22 B 5 CKTals t I 2009-Z[ll5 IRC-e1 MIN 24°NIDE z 30°DEEP ACCESS li I 6 CKTa10 I I CKTa6 CKTa20 I; ;;22 ----1 ii MUST BE PROVIDED TO WATER HEATERS INSTALLED 1' 20 6 I 1 2D't I I I I 5 I SFE NOTE a6 lB IN i i FLOORD PACE TO WH PROVIDED VIDE3INSTALLm W R RR HRPL J CrTa20 5 SEE NOTE a6 ;; ; I �' I T°� ,I FLOOR CLOSETS ERGE R ALCOVES,b)3 AT WATER HEATER SEE I NBN BOX T" BOX 22 I I 14. 2D12-2015 IRC-SEE BHT 3e.FOR ENERGY NOTE a2L ;1 NOTE s9 I 1 ,i II i i 16 I ii �i I I I L----- 18 I ;i I I L---- 's m 2° — ----------L----- 'I 22 zz -- ------ ------ -- r� 6 zD 'I ------- -------- - ' --- zz I L-06 SEE ELECT NOTE az sHr Ba TYPICAL ELECTRICAL LRYOUT _ ------T------ ---- ---------- ----• ---- ---------- ----- -------- ' Sm ;; rsoD uRTTs;I I;r 1500 WATTS sDD 1500 WATTS Sao tlRTrs 1 I I LWR� I IH-1 IIRIIBoxH-7 WATTS ;�_ �, ,;' '; 500Ilr^II BOXC 1500 WATTS ___ ;I NRTTSI n n J 11 II n �i 111 I I I I 1 11 I II H-7 III I I ❑ H-5 11 I I I ;I 1000 WATTS ;i :; J i 9/29/16 •� J J 'I �IDnt1 0 a5 1; 11 H-6 - SEE NOTE d('^ _______ SET=NOTE a6T1i r I I I I BEE NOTE a6 i l i i "•• LSIATE H-2 ,i i;l 1000 WATTS 1 ,1 II ;I I I i' iiI I 1 I "D" BOX I SPACE RESERVED FOR NEW YORK STAMP OF APPROVAL "B" B0X U 1500 WATTS I ;; �L— -: 11000 WATTS I �-- �_-� I 1500 WATTS 1250 WATTS I, `--__' ,---- L-- mm WATTS SEE N E3a14 DROPS�-;� TYP�n�T�C—RL�ELECTRIC LECTRIC HERT - LRYOUrT :---- I —�— TD RBROO B� � TE1Q ------ ------ - 4560 BTUH H sfiBTUH uaD aIUH I'I I I m 11 1, ,1 a 11 3/4"o I ii 1140 BTUH 1; I 17M BTUH I I 11 I I; ;1 11 11 ,. ___v-__ti_______ 3/4"yam -_ , 11 11 11 II -___. 7 - "___1, �, tTitM C BOX DEFazreENroFBraTe N F t'R BOX I 519D BTUH I ;, E- II II DMBI0NOFBLRLDINGBTANDARDBANDLVDE3 alBM1T.NY 1277101 2280 BTUH I ❑ 2850 BTLM I I I I I I _- i I 6bmpa/appllw 11-1 -b"W ddarC..j-nt T I M1367 2016-061 10/04/2016 n� ;; PERIMETER LOOP _ I Mmlr�mhNa y 3/4"YJ ;, I, I II NDIICE71o4P°Irbgp4�hot/blt®mryaersrBobaw d III I �i l i i I _ i i �+�w(�+a)am.eldaloreimd�luwrue t+mlaatW�mvetsbaul 11n�eetmlle�ouel�e.d�mtmmt�a�btor�s�e,emn in.maided�eul�clmet� /y.r Wqp dbyfim®IC.b t�+ORda. YY fly 'I I I III I I PERIMETER LOOP I ,'; hMAAddwIo,PE Ac4np Duacbr D IAMI.W qRA I 1 n T T , f� 1 I MASTER SERIES I'B'I BOX 3/4"� � zzeo 3/4 34zD BTUH i 2 STORY & 2 STORY 2-FAMILY MODELS BTUH T ; T T" BOX , ELECTRICRL 6 HERT LRYOUT I MUNCY HOMES, INC. 1567 PR ROUTE 442 4SW BTUH I MUNCY, PR 17756 asfio Gnat c-< / E-- J __ --- _:___= lE SLID STUN � F I LL= LL� � 3420 STUN 3420 BTUH ------ ----- 'I DRN BY DRTESCREE REV. SHT. N0. TYPICRL HYDRONIC HERT LAYOUT DATABASE"AME MJL 3-22-91 1�4"=1-0" s-m-zols 59 NOTES r 1 KITCHENS MAY BE ROTATED 90 OR IBE DEGREES. 2 KITCHENS MAY SE ENTIRETY. IN EITHER DIRECTION.1N PART OR IN ITS ENTIRETY. S. CABINETS MAY BE OMITTED TO ALLOW FOR BUILT-IN APPLIANCES -- -- 4. APPLIANCES MAY BE BY MANUFACTURER OR BUI-OM dd.l ck"d cid-1 cm -1 and t d l tld.1 ck1.1 GYL dHl dd.t ` RANGE eta i i II tPT FREE W1101 6 ORt _ _ _ _ fi WHEN A SOURCE SMALL NATURAAVE TNTbRTTIIONE�R i �0[19 2o-z �_ I �� cam' fi WINDOWPROVIDOVER SINK MAY BE OMITTED PROVIDED.LIGHT �� i AND VENTD.ATION REDUIRMENT5 ARE MET. dtl I I I- G 1•� 1 I 6 RANGE HOOD O I I I C ^ I I� 7. BARS ET EXTENDED CLE COUNTERS MAY BE ADDED TO TYPICAL I I I RANGE HOOD I L r r GE HOTIL.JII HLL KCTCFiENS.CLEARANCES SMALL 8E PROVIDED PER FFR OPi ��� D RANGE HDooE ` ,_TYPICAL F TYPICAL RANGE HOOD L' � B, CR�TS MAY SE U45TRLLM UNDER BAR OR EXTENDED didrFT ISLA D H i i TYPICAL REFCOUNTER,OR I I I I I I I I K okL4 r METAL LESS.SUPPORT MAY BE PROVIDED BY W000 OR ,+ ---- I --- O --dh-- aiw4 COUNTERS MAY OPEN ONE SIDE BARS BOOTH SIDES. S CADETS AVAILABLE UNDER .FR I 2 GF1 dd.z dda dha ty- I 2 L OO dda dwz dda 1D. CABINETS RND/OR BATH FIXTURES MAY BE ADDED OR -F.r FI In /' r,Ft Ir.rr dd• .kl OMITTED PROVIDED APPLICABLE CODES AND CLEARANCES OPT.STEP DOWN OR 1P EAR [Mt'La ril.1 I ARE COMPLIED WITH. I.I. PARTIAL OR ENTIRE KITCHENS RNO/OR BATHS MAY BE PLAN 1 PLRN 2 PLRN 3 PLRN 4 PLRN 5 all ' 6UIl�ED TAS�D BRA pts TION ON SITE BY 7F\ I ]2 BATHS MAY BE REVERSED IN PART OR IN THEIR ENTIRETY �j 13. BRTHS MRY BE ROTATED SO OR 180 DEGREES R /^� 14. BRTH,GARDEN AND WHIRLPOOL TUBS MAY BE I 1 MIES MAY 15. vANINrIrIES MAY BE SINGLE DR DOUBLE BOWL �r+a-rta. ..•eo`.o - ®�_ '��i�.d.s ® iI iI `/^•/ *t-4 16. OMBRTHS SHALL FRN/LIGHTANS OR terBMEDICINE I17. S. SALL EF SHPS 5 FOR TYPELECTRILAYOUTS.COMBINATION THAT�EXHAUSTD TO OR. It I3. BATHS ARE AVAILABLE WITH HEAT LAMP OPTION. 20. WHIRLPOOL TUBS ARE AVAILABLE IN SOME BATH 7 ® LAYOUTS AND SHALL ER WIRED E ACCORDANCE WITH — I ckt.4 NEC LANDAYOUTS AND SHALL BE WIRED I NACCOR S. y ZL SFE NOTES.3P K..5 OF SHY 1. . . .. . . . . . . . . . . .. . . .. . _ — 1 22 SEE GENERAL NOTES-Z.NOTE+13.SHY 3b. =-� r---------+ ZS. 20W-2015 IRC(GL447ST-GAS HOUSEHOLD COOKING G APPLIANCES SHALL HAVE R MIN 30"CLERRNRNCE TO R B C D E F I I COMBUSTIBLE MATERIALS ABOVE I I I I - I 1 _ I 1 1 L------11 .1441 .. .. .. II�1 I 1 a.ti9.a __J _ Ellc H I J K L ❑ T ❑ T ® ❑ ® AIR GRP 7� J� Ad O NOTES ® ® ® ® TUB SPOUT(HOT TUBS TRP.RIR GRP GARDEN QTS S TYP CRL FLFrTPTrMl PRNFI TYPTCRL FACTORY GROUNDING METHODS FOR METRL BOXES FOR AN OVER THE RIM 1 GROUND WHD2P0 L.S 6 GARDEN TUB51 FOR EXTERIOR RECEPTACLES, FI%TIRE WIRE FIXTURE WIRE SFO 3ELECTRICALQNA O O O VRNLTY GROUPS ARE I-LISfRRTIVE ONLY,ACTUAL MEDICINE CABINET DESIGN MAY VARY. '�rL''ST��" SEE ELECT9EAL NOTES, BHT 3a 200 RMP MAIN NOTE srsrEM of FIREPLACE TYP. OPT. FIREPLRCE OEM FER D uOK-rOCTA AGONAL MAY BE DESIGNED SO THAT NO SCRLE 1/4"=11-0,I z009-71115 1RG METAL BOX FOUNDATION SUPPORT 15 REOUIREA l�Z' '1'-3"1 SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SMALL APPLIANCE SMALL APPLIANCE ChiECK WITH MANUFACTURER FOR IRII FOUNORTMN SUPPORT REQUIREMENTS. MM MIN MM W� MM MM GENERAL DLLIMINRTION 3 BR'f11I9 WIRE GENERAL71N11MTNATION 5 ° WHIRLPOOL TUB NPT] NUT 1 2'-6' I,I EXTERLOR WALL O O O LAV GENERAL LLUMWRTION 7 5 GENERA-1LLUM1NATION �' tiO i i OPT.PRE-MRNUFRCTURED FIREPLACE INSTAL I D VAN, TUB RANGE 9 B GENERAL ILLUMINATION GROUND �� cp4 GROUND IN ACCORDANCE WITH MRNUFACAIRBZS 30 WAFER HEATER `�5 INSTALLATION INSTRUCTIONS SEE F]FID 1'-9°MM NOTE 47 OF OWGS 2.SEE(ENERRL NOTES-2. 21-M MM CLEARANICE IN FRONT yB'I' RCOORDFINCE ret.43 AND GENERAL FIELD NOTE.5 OF DWG 3b. ��� 2 OF SHOWER OPENING, SEE ENERGY NOTE.17 OF DWG 3.. MM WASHER(OPT] 11 MANUFACTURER HAS OPTION OF PROVIDING CHASE COCKTOP 13 12 DRIER MFT] 3-W]RE FEED 2-WSiE FEED > R40 RA.FOR ON SITE INSTALLATION OF FIREPLACE � SHOWER IGG4 SS MIR BY BUILDER EQUIPMENT SHALL BE INSTALLED IN bDIGLE OR u .6 GROUND TYPTCRI A-WRRF GI20LINDTNG JUNCTTON TYPTCAI 2-WTRF �ROUNOTNG JUNCTION II WITH MRNUFRCTURER'5 INSTALLATION DISHWASHER DPT] 15 14I OVEN(OEM) L¢y II INSTRUCTIONS AND GOVERNING CODES. MICROWAVE tOPT] 17 DyyO�m T AACCOMANUFAMMODATE MORE RER HAS OPTION ONE PROVIDING CHASE WALL SPARE 16 GARBAGE DISPOSAL BY OTHERS SPARE 10-2 FIXTURE WIRE ;; TYP. F XT R FRRRN FS SPARE SCAT F.,NT.S_ SFRRE SPARE WORK ERRE GROUND RED SPR+E SPATHE WIRE BLACK ' SPARE SPARE NUT NOTE gp ELECTRIC HERR H-1 2 ELECTRIC HEAT GRO�UNDEDD TO is i 0 BOX N BARE MOUNTING /i I\\\ DFPARTN1EMOFSTATE ELECTRIC HERT H-3 ELECTRIC NEAT GROUND SNT�WS ] t L \• DMSION OFSBDINC STMIDARDS AND CODES ALBANY,NY 72940001 4-71AWG 7MdJ(R TWPW I SLmp otApprmdlor.bycl.N models C.mp..m1 5� BLACK M1387 2016-051 10/04/2016 ZDD fU� BRA Memds4mfe Na Applc�.n Na D.tadAppr.ed FIELD NOTES FIELD NOTES 10-2 WIRE F® I ! NGTP=.1..1-1 1l,.yml��rsdo.morm.mrmoea WAIN FRFE0- 1W RMP .15 �� / \ WUImIW.dd.lNmmer etl.m®IlElndm NclamwFinalndadmeR§radfe) 1RDN 616 / \ I Jr—• ``tib lib gQwddd ltlrrNellerB(mlll�vesmVA7Ndldmmiw..elms BREAKER INSTALLATION POOLE SPACES 20 SINGLE � .17 METAL BOX TO BE USED ' ,I �• i, ". iii i i Aueeei.�ed�m.Ipryerl rugpwdyamisd lxmerwmleno�. SERVICE ENTRANCE(OSE ME SP .18 FOR WATER HERTER TO MAIN Btu 15 TO BE SINGLE POLE BREAKER- .LR DISCONNECT SWITCH ' I I I I ��.C/J/'{�L• /�dwFj 2/0 COPPER OR 4/0 ALUMINUM BLACK OR COMMON WIRE IS PUT UNDER I 11 1 I SUPPLIED 6 INSTALLED BY OTHERS _ SCREW TAB ON BREAKER 1W gP�P I I I �. I I JdRf.Addend PE,Admp Dueft �0 Andmed...RA WHITE OR NEUTRAL WIRE S PUT UNDER B� RLL WIRES ARE TIGHTENED UNDER SCREW IN NEUTRAL BAR. TO DUES AS SPE=FID IN MANUFACTURERS BRE COPPER GROUND S Pur L DER MASTER SERIES INSTRUCTIONS DEPENDING ON GAUGE SCREW IN GROUND BAR THIS PANEL I5 TIPL IZED FOR I 1 OF WIRE DOUBLE POLE BREAKER- GR71ND EXCESS CIRCUITS AND INSTALLED j •\ I, P ,\ I THE PANEL BOX 15 BONDED USING A SAME AS SINGLE POLE WITH THE S1PPL1E0 ONLY WHEN MAIN IS FULL. r _ BONDING SCREW THROUGH THE RMrTICN OF A SECOND'HOr WIRE AND \\ / \ RLL MODELS NEUTRAL BAR INTO THE BIB`CASING. THEUNDERD�Pis >r' BY OTHERS MISCELLRNEOUS DETRILS THE INTERIOR METAL SYSTEMS BONDED THE WORK —� SERVILE GROUNDED END CONDUCTOR URE, MUNCY HOMES. INC. THE_ SERVICE THE GRD�VMGG ELECTRODE 1567 PR ROUTE 442 SMF-OR��DNE�� TYP. SUB-FEFD DFTRIL CLOSET ONE- URRT ONS MUNCY, PR 17756 1OOLNIUM ELECTRODES ATTACHMENT gym. THE NOTES SCAN E 1/4'=11 m' DRN BY DATE SCALE REV. HT. NO. POINTS 1F ATTACHMENT of THE BONING JUMPER SHRLL SE ACCESSIBLE 1-THE MAIN PANEL BOX I5 R SOUATi2E D:00140M200 OR EDURL THIS]S TO BE DONE ON SITE Z-THE SUB PANEL BOX IS A SOURRE D-OM20MIM OR EOURL GOV�CODRCCCRDRNCE EM 4¢TFi DAT SA\6aNRME MJL 1 3-22-91 NONE 6-01-2016 6s NQT 3"VTRVRCWM RELIEF VR ``- OFWATER DR MR AND ME 2015 2006- IRC L FOR APPLICABLE NOTES,SEE SHT 3b. TAR OR CAULK AROUND 6 NHEATERS FOR REQUIRED ON THE SUPPLY-SIDE Y-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- 2. R PIPING FOR RELIEF VALVE,FIELD INSTALLED AND PERIMETER OF VENT SIDE OF"BDTTOM-FED'WATER HEATERS INSPECTED: CRAWL 5PRCE-TO EXTEND ABOVE FIRST FLOOR AND ONE PIECE METAL WITH E MLN RIR GRP. SLEEVE OR SELF- BASEMENT-TO EXTEND BELOW FIRST FLOOR AND CAULKING RUBBER Tt1P VALVE DIRECTED _ BOUT SHUT-OFF CPVC DR COPPER T&P DISCHARGE PIPE(SAME DIRM. DOWNWARD d 6�MW. RD2 GRP OR DIRECTED DIRECTION 12°MIN TYP FLASHING EXPOSED 20 VALVE 2'PED DRAINED TO PAN 12009 IRC) TO BASEMENT DRAIN WITH E"MIN AIR GRP [MR55)3"VENT EXTENDS 'ON DOWN SIDE 2015 IRC-1"PEX OK FOR 3/4°T6P OUTLET EL AN ADEQUATELY RATED TEMP AND PRESSURE RELIEF IB•TD 24"ABOVE AND VALVE IS TO BE PROVIDED. 12"BELOW ROOF DRYWALL COMPOUND TUB OR SHOWER DRAIN T&P DISCHARGE PIPE MUST DRAIN INTO AN INDIRECT C LOCATION OF WATER HERTER. RD ALL VENTS 5HRLL USED RT RLL PIPE � WASTE RECEPTOR(NOT INTO THE PRN)FOR MR 6 NJ CRAWL 5PRCE-WATER HERTER IN UNIT OPT 1x2 tRLL 4 SIDES) 3r;' WASTE RECEPTOR DRAIN PIPE MAY BE PVC, EXTEND 3"IN DIAL PENETRATIONS FASTENED 7D DECKING INSTALLATION IN BSMT OR RR UMTS,SEE FLOOR PLAN. 12"ABOVE AND 24„ -jv IS'DIRM(.In)FOR MA, 2'DIRM(ndn)FOR NJ BASEMENT OR RRI5ED RANCH- WATER HERTER IN BSMT BELOW ROOF FIELD INSTRLLED BY OTHER STATES MAY ALSO DRAIN THE TSP DISCHARGE 3 SEE SHEET 6o FOR TYPICAL FIXTURE CLEARANCES TYP.FLOOR DECKING OTHERS 2"RIR GRP TYP EXCEPT: WIt OUTSIDE THE DRAIN PRN RS DESCRIBED FOR MR 6 NJ 4 INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE (ME)3"VENT EXTENDS - -6"RIR GRP FOR NY ACHIEVED IN FIELD BY BUILDER Ild ACCORDANCE W17H 24" ABOVE ROOF(mm) -2015 IRC-5"MAX,2z PIPE MIN.D.p25D'.24g GRLVRNUIED STEEL PRN GOVERNING CODES. E. to 2"OR 1-1/Y'REDUCER TYPICAL DIRM.MIN. L TER HEATERS ALLOWED IN R HIGH- a INDIVIDUAL PLUMBING SCHEMATICS AVAILABLE UPON RND EXTENDS Ir'BELOW FOR 2015 IRC,REDUCER TO OCCUR 12" ELECTRIC WA ROOF[Mn1 INSIDE THE THERMAL ENVELOPE IN AREAS TYP.FLOOR JOIST IMPACT PLASTIC PRN 0.035'MIN.THICKNESS AS AN REQUEST FDR COMPLETION IN FIELD.[NOT PART OF RPPROViiLI (NY) 3"VENT EXTENDS WHERE THE 97.5E VALUE FOR OUTSIDE DESIGN 3/2'MIN.DRYWALL FIELD FIN.FLOOR OPTION. PRN LS DEEP MIN[Y'MIN FOR MR). 6. INDIVIDUAL FIXTURE SHUT-OFF VALVES ARE OPT OR RS 1B"ABOVE ROOF.IF ROOF TEMP IS 0-deg F OR LESS-SEE FIG RML2[D, INSTALLED BY OTHERS AFTER ALUM.PRN AT 0.0236"THKNS ALLOWED FOR 2015 IRC. CODE REQUIRES USED FOR ASSEMBLY, is2 FRAMING 15 SECURED TO 1"MIN.CPVC 7 FRDST-FREE EXT.HOSE BIBBS ARE OFT.OR AS REO'D. VENT TO EXTEND L DECKING B INTERCONNECTION OF VENTS TO BE FACTORY MADE ABOVE THE ROOF. �I C 1"PVC ELL g WHERE EPN'RfIANTICAL G ISS ALLBOVE DWEDCEILING WHEN DONE IN ACCORDANCE VENT THRU RODF OFTRTI FTRF 5TOP RT TUR RND SHOWER- EIFI D. /• H- (- INDIRECTLY TO R HAZARD FREE WITH GOVERNING CODES FACTORY TNSTRI I RTTON //a LOCATION TO BE APPROVED BY ID NE DRR�NYLINSUPSTRIRS PLUMBING NOT CONNECTEDR TD VENT TO HOME LOCAL BUILDING OFFICIFlL ES DOWNSTAIRS VENT LINES FOR DOWNSTAIRS ARE SEE ALSO PLUMBING NOTE-35,BHT 3b SUPPLY —FOUNDATION(FIELD) FACTORY IN5I1;1 IFD UPSTAIRS DRAIN LINE FOR UPSTAIRS .RODENT PROOF ARE FACTORY INSTALLED DOWNSTAIRS PLUMBING IN 2ND STORY FLR TO BE INSTALLED BY OTHERS IN FIELD THRU ENTRANCE(FIELD) UNFIN CLS BELOW PLUMRING LINES BLDR.TO COMPLETE CLG FIM AFTER PLUMBING IS INSTALLED AND TESTED 1/Z /47'(FIELD) 3/4"INLET(FIELD) PER LOCAL CODES 1L FOR STATES SUBJECT TO FROST CLOSURE, MAIN SHUT- VENTS TO BE CONNECTED TO 3'VENT STACK OR OFF[FIEL01 EXPANDED TO 3"VTR AT LEAST 12"BELOW ROOF 12. ACCESSIBLE TRAPS ONLY 5HRLL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TO WC WRTFR HFRTFR SUPP1 Y - PA, NY, TRC UMTS UNION IN TRAP BERL OR HAVE CLERNOUT OPENING SRME SHUT-OFFS AND - FACTORY R FTFI D TNSTRI I RTTDN SIZE AS TRAP INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIP JOINTS. ' - WASHER HOOK-UPS FOR WRTFR HFRTFR?5 FACTORY TNSTRI I FO 11 WHEN VINYL I5 INSTRLIED ON FLOORS IN BATHS OR UTILITY AREAS,VINYL CAULKING IS APPLIED AROUND OPT SHUT-OFFS 1/.C' NOTES WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS OPT SHUT-DFF 1-FUEL-FIRED WATER HEATERS 5HRLL NOT BE INSTALLED SHOWER 6 BATH(WITH SHOWER)WRLLS OR 6 FOOT IN R SLEEPING ROOM,BATHROOM OR R CLOSET ACCESSED HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN THROUGH R SLEEPING ROOM OR BATHROOM. FACTORY FOR SITE APPLIED TILE OR 5 FOOT HIGH 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING MOISTURE RESISTANT GYPSUM WRLL PROVIDED IN ll2' PRE55AJRE TEMPERATURE RELIEF VALVE 5HRLL PIPE TO R VISIBLE AIR GAP AT FLOOR IN THE SAME SPACE AS WATER HEATER EOF 4 MIL FACTORY VINYL CAULKING IN.PLASTIC APPLIED RIS LA ID I/Z' �t2' 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PRN SHALL BE PROVIDED UNDER CARPET WATER CLOSET 5CAUL KED W/VVINYL L2" 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR[DRAIN PROVIDED IN THEN CARPET 15 INSTAII m PLANT FOR SECOND FLOOR UMTS),ORRIN 5HRLL PIPE 6 DISCHARGE FIN,FLOOR kDPT.SHUT-OFFS FIN.FLOOR_i INDIRECTLY TO R HAZARD FREE POINT 14. DRAIN SIZE FOR 3 WATER CLOSETS SHALL BE 4"MIN fim Foam THE PRN SHALL NOT BE LESS THAN 1 1/r DEEP 15 ORE)POTABLE WATER SUPPLY OUTLETS 5HRLL HAVE AND SHALL BE OF SUFFICIENT SIIEVELMIE AND SHAPE TO THE OUTLET END SORTED R XTURRNCE RBOVE THE HFlkl,pR RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HERTER _ PROVIDEAN AIR GRP COMPLYINGWITH P2902.31CLE,TO 31 H A 4-TRNKLESS WH DOES NOT REQUIRE R PAN[2012-15 IRC) `� C H 1 C 15 IN ONE-FRMILY CRAWL SPACE FIELD SUPPLIED), TWD-FRMILY OR MULTIPLE DWELLINGS,THE KTTCHFN STNK AND 1 RVRT(3RY SUPPLY TI)R/SHOWER SLIPPI Y WRSHFR SUPPLY WRTFR rL09FT 5(IPFI_Y WATER SUPPLY PIPING SHALL BE EQUIPPED WITH ONE FACTORY TNSTRI I RTTON FRCTORY TNSTRI I RTTON, FRCTORY INSTRI_I_RTION FRCTORY TNSTRI I RTIDN, VALVE TO SHUT OFF THE WATER SUPPLY IN PIPING FIXTURES RND EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UMTS,OR OTHER PORTIONS OF THE BUILDING SUCH DWELLING UNIT CONTROL VALVES 5HRLL 3"VTRBE LOCRTED WITHIN THE DWELLING UNIT 50 CONTROLLED 17 (IRC)AIR ADMITTANCE VALVES 5HRLL COMPLY WITH SECTION P3114 1B (IRC)VENTS FOR FUTURE FIXTURES 5HRLL COMPLY 1 1/2" WITH SECTION P31045 3"VTR 3"VTR IB"MIN.4r MAX, i I 1 1/Y' 2"STANDPIPE i 30"MTN.-MR55 1 i 16"to 30"MRINE •i i SRN,TEE SPFlCE RESERVED FOR THE NEW YORK STAMP OF APPROVAL I I/Z' 1 ` FIN FLOOR i s F1l1.FL=9 ' r STs i r 4s—, SRN TEE j FOR !L OPT DBL BOWL I MRWE 2„ ct SRN TEE t Rrr"+)1Ti $NLN.TEE T r 1 L2”P-TRRP 2"P-TRIP FIN.FLOOR ae 1 A p I t t%--1 ` FLM FLOOR z" r 1 ur 2"P-TRRP 9/E//f9 BATHTUB DRRTN & VFNT IRVRTORY DRRTN 6 VENT WRSHFR DRRTN d VENT FRCTORY TNSTRIIRTTO FRCTORY TNSTRIIFD FACTORY TNSTALI_FD FR TORY INSTR FD ., FUTURE VENT MAY BE DSPARTMENTANDARDE DISHWASHER[DPT.)DRAIN LOOPED VENT 6 ORRIN LINES VTR 3"VTR i 3 VTR DIVISION OF BUILDING STANDARDS AND CODES UNDER CT,OR THRU AIR GAP FROM 2nd FLR.DN-SITE A V DELETED WHEN CLOTHES i ALBANY,NY 1791-0OD7 t 4 t WASHER IS ON FIRST ORS Sfemp ofAppmvalfora System,Model or Component PER MRNUF INSTRUCTIONS BY BUILDER AND ARE NOT 3"VTR FROM s t SECOND FLOOR TO BE TIED INTO VEINING ht FLR FIXTURES i i i M1387 2017-123 10(20(2017 1 1/2" i FROM 1st FLR FIXTURES { t 1 L2° I i 2" i 1 1/2° A Manuladumfs Na Apphm6on No Dale olAppmvai / 2"MIN NOTICE.ThsaDpm'ralrsappt®NaoolytD#—wmpon hofthefatlnryme %dumd SINK DRAINS �.�DW 1 3"�j FOR MAINE f 1 fwl�dngs[ti7oaular)tha[me fabnmled ene ascemNed etlha fecmry mvMamrersta�ry VENT 3"DRAIN FOR A i [ 1app hm0.aped m tc erfiom,mponsibailyfvaerrsmns,mors DISPOSAL r t 2nd FLR PLUMBING i j Al.ha rdemd the aaadbreppmrelMNelooal Cada Erdoiwnetdoforli fOPTJ I DISPOSAL I t k T SEE NOTE n18 // � (OPTJ i t d -�-..tee,?:..,.d.G.:. By Amin 45�LL5 �45'ELLS 1 t i John�P.Addano,PE,Acimg Daeomr D IAndmades,RA i F 7 SRN TEE f i SAN TEE cDNr WASTE �1 Z. t ; MRSTER SERIES CONT.WASTE "Y"BRANCH FI'FTIN6 j T FLANGE wF - j T FLANGE WD 1 L-1 1/2" FIN.FLOOR ( FLM FLOORRLL MODELS •1 1/2"P-TRRP 2"P-TRRP l FII).FLOOR i i f ~ T PLUMBING FIN.FLOOR FM FLOOR CAPPED 6 LABELED FTN FLOOR MUNCY HOMES, INC. •2"W/ DISHWASHER OR AS CODE REQUIRES 1567 PR ROUTE 442 RISER SCHEMATIC MAIN V NTK a W SFCONDRRY VFNT STACK 6 W.C., FUTLIRF VENT INSTRLLFD FOR MR RND NH KITCHEN SINK DRRTN 6 VENT OPTIONRI DISHWASHER FRGTDPST TNSTRI 1_RTION FR.TORY IN TR I RT ON CRPF„UNITS FACTORY INSTR)I RTTON, FRCTORY INSTRLLRTION, RND R9 .OD 0 R IR S, OR RT RUI(D R I RFO ST, MUNCY, PR 17756 FRCTORY IN5TRLLRTTON EACH VERTICAL UNIT SHALL.HAVE ONE (FACTORY TNSTRI I RTION FOR BASEMENT MODE)S) SEE 51-EET 36,GENERAL PLUMBING - - - DRN BY DATE SCALE REV. SHT NO NOTES(NOT FOR KY) MAIN 3 INCH MINIMUM STACK DATABASE NAME MJL 3-22-91 NDNE 8-18-2017 1 6b 06\6b NOTES L FOR APPLMRSLE NOTES,SEE BHT 3b AND fib. s•vDE i ,� - Ir TEE . f 1 S 2nd STORY CEILING IS, SITE Y VTR 2nd STORY FLOOR 2.d 57ORY FLOOR TE 1j1 ME /r TSE 2nd STORY CEILING r_1 I l 0� lek STORY CEILING ELL__,r I` �7 tt , f ``Z 1st STORY FLOOR OS(.TE ELL ELL Ti lel STORY CEILING6 Iy, I `~}r 11 1 1st STORY FLOOR 1 P � � @ KET: I TEEEE i I ELL SITE i I - ' TLT �F J 1111 31 G/T � LT=LANG TURN LBY V 1 I �� 1 1 I 1 E11 ELL I TEE I 1 1 LT=LONG TURN LT TEE 9' - S'ML EL- I I 11 I I 11 TEE TWO STORY (SFF SHT 7k 1) i i t�i n 1/T I 1 SITE ' DWV SYSTEM T7.L SITE+ c TEE tI Vr SITE NOTE:2 LAVS SMALL HAVE ELL �� SITE A 3 TEE I TEE I i LT EW I LT TEE T TEE 2•WASTE WHEN COMBOJED i 1 �2.vr 17— REFER TO FDCTURE DETAILS FOR TRAP AND 1 i3• EL- - E TH2 i I d I 1 IC. PIPE SIZES NOT SHOWN IN THE 5CHEMRTI I ORTT FLOORBFDCTINGSSRRW MORE THAN SO PIPE i i SMALL CONNECT INTOi i I o1r fl1 SITE I�2 yy.LT'LL 12 ",Y(-°1 DIAMETERS DOWNSTREAM OF STACK BASE AND TEE I I �EWiN 1 I TEEI ��i A LT TEE i I LT'ELL 1 I NOT CONNECT INTO SECOND FLOOR ORRIN STRM Lgy 7FE+ wa t11/r Y" 1.� I SITE I t Wg A LE`""TT:D THROUGH PENETRATION FIRESTDP 1 I ''If I `hL�' b p I TEE I LT I T SYSTEM SHALL BE USED 1N THE FLOOR/CEOSJG 1 I d I LT ELL 'I W5ID- I IL FIRE RATED ASSEMBLY. III__Ipp..LLti LT'hE i i ``yLM.L. '' 11t/r 11� I 1r5 1 1!! 1 Aq MRINE: 2°MTX VENT SIZE FOR WATER CLOSETS T LT TSE 1 rSC1E �'�'' I I I TEE t•'' IS, t I .reL F_ 1111`"` I L V, b}�•,QTEF`I(V�A� 2°MIN.WET-VENT SIZE a TEE �`l1/7 1 1 TEE I �1' /y �y T� ! Emx 4 ELL 'SSI E` I 3. I SITE ``. It LH ITEE �. Lf� — � �� I 7EEiTSE� ELL TEE �r _4 ``` LT F3.L 6i1H 1�1 ELL I LT TEE11 Lit? -1 1 rte- � `rte _ Lam: ITEE SPRY RESERVED FOR THE NEW YORK STAMP OF APPROVAL LT ElSITE l I SCFE .N ELL • 4 SITE 1� }�I jTEE 4gti.11�fl. k_ELL t yr i ' S. LT TEE SEE DENDL CES TEE >i� SITE 3, 11�'�µ I 12�[C ALT ELL ELL TEL I LLT ELL }LT Vr Y L7 IEJ:''11? 1? TEE 1 Sg1N 2 LT ELL 517E 11? ELL W/ SITE CRFIN PIPE 6 ms- T I I LT F71 SITE Dmmm 11/riTO R HIVM ET ``to I _ �'f g i 0E1ZD5.5� �- - i [ELL L7 ELL Two STDRY (SEF SHT tt k] I TEE + ba IRM 2 DWV SYSTEM T ME L/r WY NOTE:2 LRVS SHALL HAVE ELLI I EJ 2°WASTE WHEN COMBINED TEE 11/l vt Z IC. LT ELL 1 LLT E71 Ym 45 ELL w REFER TO FIXTURE DETAILS FOR TRAP AND SEE O I N>L ` PIPE SIZE55 NOT SHOWN IN THE SCHEMAT SITE FIRST FLOOR FIXTURES SHALL CONNECT INTO_ 3 ��LT TEF DIAMETERS D NSTREAM OF STACK BASE AND HORZONTRL BUILDING ORRIN MORE THAN if) SITE LT ELL TO NOT CONNECT INSECOND FLOOR ORAW STRCK E71 Moo r MIN.VENT 517E FOR WATER CLOSETS 2°MIN WET-VENT SCIE. DEPARIMENTOF STATE DMSIONOFSI MMISTANDARDSANDCODES AUTAW.NY 122314Do1 SbmP-1APPmnNm•Sywny Madel ur¢omponanl M1367 2016-061 _ 10/04/2016 Mmufaebw.Na Applivd-TA Deb NApp—I I.O1ICE:TW 4fm.'dbR{�ml/bD®mlPewvllbehdn4omnfeeumd —By 24A"tr RP^IdtluticlldlaNeoumdduethan mDehdoPnwWtllWebdOT. ueminrn hqn Deypwddanvds n�ortbliyhT�rs,mon - Aorberelfm�oltlmelJ�ee�mraT+m+N aAlodumEdo�en olSim. JMARAddedo,PE,AefinO DuedQ O IAndludec,RA MASTER SERIES RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC. 1557 PR ROUTE 442 MUNCY, PR 17756 DRN BY DATE SCALE I REV. SHT. NO. oATR 5E NAME 06\\6b1 REH 1 3-10-97 1 NONE I 6-01-2016 I 6b1 FDR CDNNECTION DETAILS,SEE BEAM OR JOIST HANGERFIELD WORK ON T S DETAILS 01 AND a2.BHT 71 REOUIRED WITH A 2x4 AND SETUP MRNURL EXTERIOR WALL ONLY VENTE L "RL FLL APPLSCRBLNE CO�OF�S•MEETS • 2 41/STU6OS:R OBL NRLLR OP PLR0 NIDST&F SIMPSON HE OR EOUFL STEEL ANGLECONT.RIDGE VENT SIDE OF SECOND STORY JOIST WITH 0 d x1�NRIO S. FOR FASTENINGS NOT SPECIFICALLY FOR ON-SITE FASTENING, SEE TYP. RFID lO THE SIDE OF THE FIRST STORY CEILIN PERIMETER �D�DON THIS SHEET SEE FASTENING CONSTRUCTION DETAILS, SHT 7L RAIL WITH L�lOd NAILS ON SITE BY BUILDER 4. (NY)FOR UMTS LOCATED IN SEISMIC DESIGN DETAIL ALSO SETUP MANUAL SEE CONNECTION DETall,BHT 71 SEE CONNECTION DET 6,SHT 7L CATEGORY DD AND THERE IS R CANTILEVER,AND THE ---- RIM JOISTS ARE SPLICED,THE RIM J­.5 SHALL BE __ _______ __ __ SPLICED USING R GRLVA=METAL TIE NOT LESS THAN OMS INCH 135 GA)AND 1 1/Z"WIDE FASTENED WITH(6)lsd MILE ON EACH SIDE OF THE SPLICE OR R BLOCK OF THE SAME SIZE AS THE RIM JOIST ROOF SHEATHING OF SUFFICIENT LENGTH TO F17 SECURELY BETWEEN SEE 5HT 3. PRE-MRNUFACTUREI)WOOD TRUSS THE JOIST SPACE AT WHICH THE SPLICE OCCURS (BY OTHERS)TIT I6",19.T OR FULL-HEIGHT BLOCKING FASTENED WITH IB)15d NAILS ON EACH SIDE OF HINGED 24"= SEE TRUSS MANUAL AT EDGE OF CANTILEVER 12 KNEE-WALLS FOR TRUSS DESIGN DRAWINGS THE SPLICE. m SUPPORT. BLOCKING FASTENED S. SEF PAGE Be FOR ALT.FLR/CLG CONSTRUCTION AOR SOFFIT J TO JOIST WITH 0 Bd NAILS PER END OF BLOCK S. DM CONNECTIONS FOR ULT WIND SPEEDS M11) 4,Sr 7 INSULATION WN3. APPLIED ON SITE ON AN ID140 MPH SSG; RLBASIS. -- LL BE DESIGNED/SUBMITTED TO WARM SIDE BEE SHT 3e BEE NOTE a7 SEE NOTE 04 7 INSULATION BAFFLES REQUIRED ADJACENT TD SOFFIT/ 22.1DIL PERRAIL MIN. EAVE VENTS AND SHALL EXTEND OVER TOP OF THE ATTIC INSULATION MIN OPENING TO BE>SOFT7T r e VENT FREE-ATR FOR OVERHANG DETAILS, 1/z°OR s/B"GYP. 30. COM 1/r OR S/B"xl 1/2" CRTK TRUSS(OPT.) BHT71 71 DETAILS a4 AND as, OPT. FLOOR OVERHRNG DETRIL pe sTRrPs CDNT.TOP PLATESDETAIL "R" SCALE: vz"=1'-D" LSEE NOTE 9 CONT.TOP PLR= (SEE NOTE 2) E1/71x3 y2"COM,BELT 2x3 OR 24 m 24"D.C.DR 16"OC. - - RAIL,ALL BEARING SEE 5HT 3s FOR SPECIES,GRADE 6 D.C.SPACING 2x4 5 24"DC.OR 16"D.C. �? WALLS(OFT.) 2.6 6 24°O.C.OR 16'D.C. 1/2"x3 Lr CONT.BELT RRIL - SEE BHT B.FOR SPECIES, RLL BEARING WALLS(OPTJ �"W.SO GRACE 6 D.C.SPACING 1/2"GYP.BD CONI SINGLE BOTTOM FLFITE - INSULATION WN3 2 LAYERS OF RIGID FORM INSULATIONTO WARM Be LL L, FACTORY INSTALLED MAY BE DETRIL B FLOOR 5HERTHIm SUBSTITUTED FOR BATT INSULATION SEE BIT B. FLOOR JOIST ( EMU 3,FOR SIZE.. SPECIES,GARDE 6 O C SPACING CONI. 09° T 'k 5/B 1 1/2°OB STRIP 24 SPF(S)42 OR EQUAL®16'CC.OR 24"O.C. GTYP.AT BRG.SUPPORTS) �1/2.OR 5/B°GYP BD CONT.1lL°DR 5/8"x1 v2" DETAIL "C" EPSON TRIS,209 4B°DG INSULATE DEB STRIP CONT TOP PLRTELS) CONT.TOP PLFlTE(s) B' WITH L51 1Dd NAILS EACH LEG. INSTALLED ISEF NOTE 2) (SEE NDTE 2) - 9129116 BY BLDR 2x4,®16"-Dc DETRIL "R" - SEE BHT S.FDR 4igiartB SPECIES,GRRADA E& m SCALE: 1 1/2°x3 L-7 CONT BELT Z 1/P',3 v2°COM BELT 1° 2x4 m 16"0 C. RAD..,ALL BEARING iD RAIL,ALL BEARING WALLS(OPT.) 2x6 L®24°O.C.OR 16'O r WALLS(OPT.) F m m SEF BHT 3e FOR SPECIES, GRADE 6 D.C.SPACING IDSL STRAP LSTRiE R ge. BARRIER STEEL STRAP OR EQUAL a EG. ' BARRIER WITH LST SOd NRD.S EACH LEG. " CDM.3"WIDE 30"MIN DETAIL "E" 03 STRIP W/LEDGER(OPTJ CLOW SINGLE DETRIL "D" SPACE RESERVED FDR THE NEW YORK STAMP OF APPROVAL CONT.3"OS STRIP WA-EDGER(OPT) FLOOR ShERhIDJG O)SIMPSON L ORE A ge. S MOM Be STTEL STRAP AI EQUAL IS 2x10 MM 16d TOE-NAILED4PILS , WITH C/)lOd NRD_5 EACH LEG. BY BUILDER: L5TA12 STRAPS FOR ALTERNATE FLOOR JOIST FACTORY WORK 16°o.e.2003-09 IRC 2x10CONSTRUCTION SHOWN PG Be) 12"0.0 2012 IRC16d IDE-NR71.ED SEE SHT S.FOR BIIZE. B"or.ZO35 IRC SPECIES,GRADE 6 D.C.SPACING FIELD WORK BY BUILDER: INSULATION WN3. J015T HANGER JOIST 16 a=2003-09 IRC - (4)MEMBERS OR 17'0 Z.DI2 IRC TO WARM BIDE aD MEMBERS OR 2.2 LEDGER DR 2x2 LEDGER 2x4 f1II16'o.e.2015 IRC SEE SHT Be 2x4 MIN CONT.WTEaS) x4(NOTMI) SMEfi77�•1G SHIPPED \ _ 2x10 MM RAILS(NDTE-MLOOSE FDR THIS RREA 1/Z"OIA r MIN LONG 2xFTER ID''-TALLRTMN ALLED BOLTM 96"0GAST BIIlLOER INSTALLED BY BUILDER " 55COM.3°DB STRIP' CONT.S"'OB STRIP ��SHi FOU(mRTIDN4e FOR DETRILS 6 SPECS SEE BHT 4. FOR STAIR DETAILS O)SIMPSON LSTR1&20 9. 6 SPECS. 35"MIN. - °TFa STRAP DR EQUAL ly 46"o c. STAIRS BY BUILDER WITH(5)SOd NAILS EACH LEG DETRIL "B" DETRIL "C' DFPARMOITOFISTATE DMSION DF BUILDING S TAN DARDS AND CODES SCALE: 1 1/2'=1'-D° SCALE: 1 1/2"=3'-D° ALBW.NY1MMD1 Stamp eN AppmnHor•Syabm,M odel or CompmonN M1367 2016-061 10/04/2016 M.d.Ie fa No. App .b.Na Dd..Mppmed NDAc2Tl w� db;gpx�e at)colla®emp—barva Way—eEalmd O)SIMPSON LSTRIB.20 ge. 6�ddnps((beds)xm.eN�eimds��oledmuamm7nmortammisodBy TIE CROSS ION sTTft STRAP OR EDUAL®a8°Dm 7te aero+dah�min6reumomraam.admin�oemNryradxnae,eims SCALE: 1/2'=1'-D" WITH m 10d NAILS EACH LEG CEDAR LAP OR V31SH LAP SIDING OVER SLING DR ROale n#xedoodtwol 6eedra a)pmrJgmelmlcob Eda®mfl0�ml DIRE'CAr T1-111 TLY STUDS IDG ;. � By AaNw�J INSULATION WN3.TO WARM SIDE JOIST HANGER JoM Adda�o,pE.Adny Weemr D IAndmadec•Rq SEE SHT Be DBL EXT.PERM 1— MRSTER SERIES SEE SHT 4e FOR [4)MEMBERS DR BOTTOM ROW OF TWO STORY MODELS FOUtmRTIDN DETAILS 6 SPECS. (6)MEMBERS SIDING,INSTALLED ED Br BLmDER CROSS SECTION vT DIF1r D 1/T LONG 80LT Ny 48.O.C., l6d TOE-N RILED nvsrALLE I BY BUILDER BY BUIDER: MUNCY HOMES, INC. 11—'e 2003-M IRC 1567 PR ROUTE 442 We-MS IRC MUNCY, PR 17756 TYP, CRRWL SPRCE CROSS SECTION pETRIL I'D" D_ETRIL "E" DRN BY DATE SCRLE REV. HT. NO. SCALE: 1/2"=1'0" SCALE: 1 1/2"=4.-0. DATO R\SE7fNRME MJL 3-22-91 SHOWN 6-01-2016 7f # Cil 20d NAILS,15"0.C,ON SITE RIDGE TO RIDGE - DETRTI #11 FIELD W FIELD FIELD WORK 'It BW MPoCA SIMPSON LSTA36,20g STRAP OR 4 R 5/ W SIMPSON L5TR3B,209 STRAP OR EQUAL 0 6 PUS. a 48"ac EOURL OVER 6 FLIP CONNECTION a 4ff'— RIDGE BERM 16d NAILS®3 1/T O C. MAX WITH PEP.LED INTO TRUSS ISITD. ��BERM CONT.RIDGE VENT,SEE NOTE rl MAX.WITH I5l 10 PER LEG INTO TRUSS(SLID. (5)loci NAILS 16 O.C.ON SITE RIDGE TO RIDGE HORIZ.PLATE TO VERT.PLATE 7/12 BILL M 6 5/ SIMPSON L5TA1B.209 STRAPS OR 7/12 OTLL W)65/12 SIMPSON LSRNIB,ZOg STRAPS OR' BETWEEN TRUSSES(SITE) EOURL OVER RIDGE b NNECTIDNS IF 4B"or. 2x4 SPF 03 OR EQUAL EaURL OVER RIDGE 6CTIONS 6 48"o;L - CONT.RIDGE VENT,SEE NOTE K MRX WITH 67 lUd NAILS P (SITE). 1x4 MAX WITH 0 lad NRTLB7.LD:W;.TFE CSITFI 2x4 SPF r3 OR EOURL PRE CNRED WOOD TRUSS S)AT 16",192°OR 24.O.C. RLT.CONNECTION FOR 4 65/]2 MB ROOFS: IPA OF THE 2x4 ALT.CONNECTION FOR 4MW ROOFS: IPA OF THE SF'EC)FZtATIONS MANUAL RIDGE STRRP,A 2x4 COLLAR TIE MAY B TILLED W/(4)Md loci NPJL5 BI 12.O.C.PLATE TO P RIDGE STRAP,R 2x4 COMAY B W/(4)10d 1x4 FOR TRL155 DESIGN DRAWINGS BRIDGE NRDS EACH ETID JUST Bt10W THE 2x4 CO PLATE WHERE NAILS EACH END JUST 2x4 CO PLATE WHERE 24 THE FLIP RHID TRU55 TOP CHORD MEET. KNEE WALL THE FLIP AND TRUSS TOP CHORD MEET. ALT.CONNECTION FOR 7/12(RLL W)6 5/12(31W)ROOFS --- _ IDd NAIL 612°OA. THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED CONTINUOUS LATERAL BRACING TO BE ALT.CONNECTION FOR 7/12 BILL W)6 5/12 O1M ROOFS: _-2x4 _ PLATE TO CONTINUOUS LATERAL BRACING TO BE W/(4I loci NAILS EACH END JUST'BELOW THE RIDGE BADS EQUALLY SPACED,ATTACH WITH Ill Ed NAILS THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BROS. EQUALLY SPACED,ATTACH WITH(2)Ed NAILS RE R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE SEE DETAIL 46 RS A SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE,SEE DETAIL r6 TRUSS TOP CHORD TO THE FLIP RRFTFR.R 2x4 PRE-MRNUFRCTURED WOOD TRUSS TRUSS TOP CHORD To THE FLIP RAFTER,R 2.4 COLLRR-TIE MAY BE I45TRLLED W/(4)10d (BY OTHERS)AT I6°,192°OR 24"O.C. COLLRR-TIE MRY BE INSTALLED W/I4)10d SALE FOR FASTENING, FOR FASTENING, CE ffACrORY) TIE-DOSIMPSON OR RAFTER NAILS EACH END JUST BELOW THE 2x4 SEE SPECIFICATIONS MANUAL FOR NAILS EACH END J115'T BF10N 11NE 2x4 2x3 BRACE SEE DETAIL Ill T.2 TIE-DOWNS DR EDUAL CONT PLATE WHERE 771E FLIP AND SEE DETAIL Ill KING POST TRUSS DESIGN DRAWINGS CONI PLATE WHERE THE FLIP AND TRUSS TTN CHORD MEET __--___--___ -_ __ --__- 12 KING P TSD 4,5 OR 7 SPACED 4B"D.C.(SI'fD TRUSS TOP CHORD MEET - - --__ _ KNEEWRLL KING POST KING POST KNEEWA-L SIMPSON MT512 OPT.CATHEDRAL N FOR 24'RND 26'HIDE 1/2"OR 5/B CIPS ATID CONI.PLATE N UNLTOR 20VERHRNG DETAILS, KING P1 AND 264 WIDE (WHEN NOST EQUAL- TIE B OR 1/2"DR 5/8°GYPSU UNIT OVERHANG DETAILS, =FIELD INSULATION r` _- 1/2"OR SION 1/2" SEE BAFFLE TYP. TYPICAL 2x4 OR 2x6 ALL CONT PLATE _1/2' SEE DETAIL r4. BAFFLEn-ripN FOR 28DETAIL. IDE UNCI FASTEN TWIIS ST STALLED SEE NOTE R4 COMPORESSIDN STRIP OVERHANG DETRIlS, SEE NOTE 4 SEE DETAIL aS BOTTOM CHORD) FOR 28'WIDE UNIT OR 2x6 SIDEWRL.L OVERHANG DETRIlS, STRAP TO TRUSS RL 2x3 OR 2x4 MARRIAGE WALL SEE DETAIL K TYPICAL 2x3 OR 2x4 MARRIAGE WALL KING POST UNIT WIDTH UNIT WIDTH MAST BOTH ENDS OF 12 MTS]2 W/N)loci:1 v2° ALT. KING POST NAILS FIELD INSTALLED CONNECTION TYP CRI_ ON SITE FRSTFNTNG DETRTL5 - 4, 5 OR 7/12 OPTTONRL OFFSET ROOF SITE FRSTFNING DETRILS - 4, 5 OR 7/12 TYPTCRL ON SITE FRSTFNING DETRIIS SCRLC 3/B`-1 O SCALE BnB l'-o° SCALE: NTS DETAIL #3 DETRII #5 - _ DETRIL #6 IRWTION BAFFLE TO PROVIDE ATR SPRCE FIBERGLAS OR SETS SEALING SHINGLE, - FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FO TTIC VENTILATION TIDE IS FELT WITH 18"OVERLAP OR FIELD WORK GRBLE OVERHANG INSIDE RAKE TO TRUSS CONNEDTION, SEE r4 FIBFRGLRS OR SELF SEALING SHIN *S5 SIMPLEX SHINGLE LMERLRYMENr BAFFLE TO SEE FASTENING SCHEDULE TYPE 15 FELT SIMPLEXWITH lEr SHINGLE UNOERL OVERLAP OR EOURL 36°WIDE AN ICE BARRIER FOR ATTIC NVENTILATION, PROVIDE RIR SPACE 1"MIPL SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, OR EQUAL 36"WIDE AN ICE B THAT��T5T5 OF AT LEAST PJ LAYERS SEE NOTE r4 FRSCIR,J-RRIL AND DRIP EDGE TO OVERHANGS SITE WORK. THAT CONSISTS OF AT LEAST LAYER5 OF UNDERLRYMENT CEMENTED TOGETHER OF UHIDERLRTMENT TpGETHER OR OF R SELF-AOHMI NG POLYMER MODIFIED AGE STRAP TRU ` Q2D OVERHANG IS LIMITED TO 12"MAX ' BITUMEN SHEET,SHALL BE USED IN LIEU Mqe RODE SHEATHING OR OFR SELF-ADHERING YMER MODIFIED 6 48°DL. IN HIGH WIND ZONES(NOTE 03). BITUMEN SHEET,STiRLL USED IN L3E11 OF NORMAL M THE RYMENT RED SHALL OF NORMAL LINDERLR7 AND SNRLJ_ POINT FROM THE EVE'S EDGE TO R 2x4 5PF STUD GRADE OR EQUAL TRUSS AT WALL PEXTEND OINT TROLEAST SINSIDE TOE POINT AT LEAST 24 IN INSIDE THE 3W TO A EXTERIOR WALL LINE OF THE BUILDING. RROOF HAS BEEN RAISED TO ONLY AT ERVE END EXTERIOR SHEATHING J EXTERIOR WALL OF THE BUIlDING. CONT.1/2.OR 5/8". � RAPPLICABLE PITCH,GO TO BREAK IN 1 LIZ 013 1x5 INSIDE AND BRERK T i GE POI7111 11 CfTP.AT ERG.SUPPORTS) - ROOF,LIFT UP SIO EACH 6 INSTALL OUTSIDE RAKES _ DIMENSION VARIES 9 - - f2)]6d NF8L5 INTO EACH TRUSS ` ALUMINUM DRIP EDGE - . TRUSS HINGE FIELD WORK 2.2 y1,4 SCALE: 1'=1'-0" CONT.1/2"OR 5/B"x ALUMINUM DRIP EDGE _ -------- (2)15d NAILS TO TRUSSON TES ^� 1 Lr OB STRIP _ __ AFTER OVERHANG 15 FAVF FWn (TYP AT BRG.SUPPORTS) AbS LUM SCIRCOVBOARD WITH FASCIA LOWERED,BY BUIlDER 1x5 L RIDGE BOARDS.TD INSTALLED R MINIMUM OF'LR I BELOW 1:6 ONL 5PF r2/rl OR EQUAL GABLE TTP FLIP SECTION PERK of RC STAR ALLOW FOR ATTIC VENTIl&Z' OVERHANG BLOCKS AT 24"pc MAX AT RIDGE lod NAIL DIRECT TO STUD 2 RI SPECIFIC SIMPSOPIG REED IN DETAILS 1 6 T• WHEN THE DESIGN LIVE LORD EXCEEDS 60 pxf, PERFORATED SOFFIT BT.BLIIJ]ER EOU OVER SIDE& LIPL57A35,20 STRAP B. THEN THE BLOCKS SHALL BE AT 15"OA.MAX P RATED SOFFIT MAX NWIIOTTH Rt 10dENRAILS PP LEG INTO TRUSS MITI. 7/12 PITCH: SIMPSON LSTRIB,209 STRAPS OR TOP ROW OF SIDING EDURL OVER RIDGE 6 FLIP CONNECTIONS 6 48"o INSTALLED'BY BLMDER MAX.WITH I5)10d NAGS PER LEG ISITEI NOTE ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG 3 f CONNECTIONS FOR ULT WIND SPEEDS NuIU 140 MPH SHALL BE OIT.aIGNED/SUBMIT1tD O AN ON AN D-IDNBASIS. BASIS. 4. INSULATION BAFFLES REQUIRED ADJACENT TO SOFFIT/ ERVE VENTS AND SHALL EXTEND OVER TDP OF THE TYPTCRL FRONT OR REAR GABLE OVERHRNG OPTION DETAIL ATTIC INSULATION. MIN OPENING TD BE>SOFFIT VENT FREE-RIR B`ALr~9/4 1 0 FIXED OVERHRNG FOLDING OVERHRNG FIELD WORK SPACE RESERVED FOR THE NEN YORK STAMP OF APPROVAL SCALE: 1 1/21K'-0" SCALE: 1 1/2'=r-0" # # FIELD CONNECTION OF LOWER ROOF TO SIDEWAL' # 10 SITE CONSTRUCTED SECTION INSTALLED l6d NABS 6 B"O.C,2 ROWS STAGGERED OVER ROOF SHEATHING RaFTIIzS FIELD K D WORK THROUGH RIDGE BOARD TO sIDEWRLL D WORK IELD WORK SHEATHING FLASHING MIro RIDGE BEAM • RIDGE VENC,SEE NOTE rl II 11 II II SIDING ROOFING MATERIAL I II 11 II SECOND STORY RLL ALTERNATE 1x6 NRIlFR I II 11 .n.P^ei RIDGE VENT INSTALLED IN PLRCE OF 2x4 BLOCKING I It II 2x4 BLO II II II II SEES NOTE a14�ON CYTONS, DRIP EDGE N u u I SHEATHING,UND YIhQNi,ANO SHINGLES _ II II I SHEATHIN _ LATERAL BRACING NYLON STRAP OR FLIP SECTION II II I SIDz�4L OR l6•D.C. DFPARINENfOFeTA7E II II I PRE-MRNUFRCTURED WOOD TRUSS TDP CHORD HANGER OR OMBION OF BNU)INGSIANDARDSAND CODES G• MY OTFERSI AT 16,19.2°OR 24"DAX5ClqLE3/W=11-0" _ II II I SEE SPECCIFUUCRTIDNS MANUAL GER ALBANY.NYtmt-0oot II II RIDGE VENT• FOR TRUSS DESIGN DRAWINGS SHEATHING KNEEWA.L P� M1387 aT�P 2016-061 cedar 10/04/2016 II II I WALL f-ITD IA•"Naaxd•Na Appg. N•. DdxdApp-d II II I I I FIELD NRD-ING FLOOR JOIST NORCRTro�adea�T�w•anmu®�mau.r�a/�ee�a ROOFING MATERIAL FLOOR JOIST OETFUL rl � I�rtrt+a�.� d mraaMba enav t II I I II ROOFINPPROX FIRST FOOT MODULE"R° MODULE"C amMmn M1vn Mgparid omade II II II SITE INSTALLED An�mreamunompyw�adramp�dquatxdC"mEd +Dem DIAGONAL WEB 4 I I I I zxID MIIJ 4 MIN. m Aa 'Iaanr BYOPTION F OR TW nRY UNITS) II II I I I TRU55 'BOTTOM CHORD RAILS JOIST u u CEILING J..—/ MASTER SERIES I I I 912YI16 INSTALLED .�d RLL MODELS '6Bu/HCP � 1.ST 711 ALTERNATE CONSTRUCTION DETAILS cEnim DRYWALL i MUNCY HOMES, INC. a C 1567 PR ROUTE 442 ) y0 oTST�1� RMUNCY, PR 17756 STNGL BOX EXTENSION -p�esrlcta OPTTONRL OFFSET (TWO STORY UMTS) (TWO STORY IINTTS) DRN C DRTE SCALE REV. SHY. N0. SCALE: 1/2'=1'-0" SCALE. 1/2'=1'-0" ORT-0R7\-7 NAME MJL 3-22-91 1 SHOWN I B-Dl-2016 1 71 TAIL #1 - PORCH OPT. # L # NOMDNRL LUMBER 2x FLOOR JOISTS ORRLL DETAIL #8 - PORCH OPT. #6 THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES SHINGLES AND FELT AT BREAK PREMMC FRCTU UM WOOD FLOOR TRUSS - PRE LIMITED TO 7'-D"PORCH DEPTH hmxs BY OTHERS AT IS"OR 192°OC L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW SITE]NSTFlLLED BY BUILDER w�- SEE TRUSS MANUAL B'-D" GTIflX) -4/1Z.28 691-NIDE MONO ROOFS-120/ MPEG PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION. (47 fid NAILS PER 5117E SITE)NSTRLLID BY R T�DEIGN DRAWINGS FLOOR -5/12.31-WIDE MONO ROOFS-,120/196 MP METAL STRAP HINGE 2.PORCH CALLS PROVIDED IN SECT-346 OF APPROVED MANUFIL. - 1�L'SdT PLYWOOD GUSSET SITE FILLED 0 3.(NY)CONNECTIONS FOR ULT WIND SPEEDS CV-10 BY BUILDER MODULE TMAYHAN BE BUILT FULL-LEN If>oF 140 MPH 55G SHALL BE DESIGNED/SUBMITTED RATHER THAN THE PORCH SPANNING 4 TO 32 ON AN INDIVIDUAL BASIS. 12 Zx4 SPF 1 B 16"OC 35/50 PSF GSL BOTH MODULES.IF PORCH SPANS 4.WING SPEEDS STATED AS mr/zoc-THE NUMBER TO THE2x4 2/-1 E I2"O.C.60 PSF GSL I-BERM HANGER.W GER MODULES,REPEAT SAME PORCH STRIP OR JOIST CEELTNG JOIST FASTENING IN BOTH MODULES. LEFT OF"/"15 NOMINAL-BASIC WIND SP®N-zd1 _ 32 2xB fmW NUMBER TO RIGHT OF /'IS ULTIMATE WAID SPEED(VWU. •. RYWRLL E GD20ER-To-sTUD COLUMN S COLUMN BOTH REFLECT MPH,3-SEC-GUSTS. r 3 TO-FLOOR-RIM-MST CO N"E". - 2x3 SOFFIT SUPPORT '- _ ALELR/CLG DETAIL MODULE SEE crwRr BELOW. T. SITE INSTALLED SCREE 3/4"=1'-D' G IQr`ER=FLOOR RIM- ON m 2x6 SPF•2/rl , CONNECTION"7. SEE BELOW. 2x3 NAILER 35/50 P5F GSL DETRIL #4 ^ D ROOF TRO CONNECTION"01. SEE CHART BELOW. r MANUFACTURER SUPPLIES RIDGE m E GERIIER-To-sTUD MN CONNECTION•E°. PERFORATED SOFFIT SITE INST i ALUM.COVERED VENT FOR FIELD INSTALLATION E 5EE CHART BELO 2x2 NAP --ENDS ONLY,SITE INSTALLED i BT OTTERS AS PER MRNUFFlCTl1R[025 _ _ _ __ _ BLibG1C5 INSTRUCTIONS _ F STUD COLUMN T OUNDRTITN7 SUPPORT COLUMNS-81-IrAX-35/50 PSF G5L COPWECTIDN' SEE CHART BF10W. T-9°MAX-60 PSF GSL r i INSTALLED cyl _=1 =1 =1=1__ BY BUILDER.COLEED AND LD MUSTBE ABLE ' TO WITHSTAND AXIAL LOAD of - FIELD INSTALLED RIDGE VENT DETAILS 1792 LB RXTAL,838 LH UPLIFT SCALE: 1 Lz"-1'-0" RLL MEMBERS ERMRNENTLY EXPOSED TO THE ELEMENTS BE FW-55'URE TREATED NGED PORCHROOF FIELD WO K SCALE: 1 1/z"=r-0" PORCH FLDo COLUMNS,FLOOR,RAIL ETC THIS ROOF 15 SHIPPED FOLDED BACK UP ON HOUSE MOTE-a "RE #5 PREMWNUFRCTURED WOOD FLOOR TRUSS MAY EE PR AMID INSTALLED BY OTHERS ROOF AND INSTALLED ON SITE BY BUILDER OR MAY B PROVIDED AND INSTALLED Err OTHERS AT 16"OR 192°OC MARRIAGE u MODUL PORCH - SEE TRUSS MANUAL - IN PART, R IN WHOLE 8Y THE MODULAR • SID FOR TRUSS DESIGN DRAWINGS--- FLOOR DEOCING NOTE-5 MRNUFA RUR A L #7 - P 2ND FLOOR mN rn R OF TRUSS-TO-HEROFR CONNECTION W. -,r -,r -,r CHART BE]Ow. III STUD CFOUNDATION I-BFAM HR WOAD LEDGER M F6TNGFR -- --- - -- CONNECTION TION V. SEE CHART BELOW. 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'QeA7tt.Ny7mwod C BLCOCING ALONG TOP CHORE) H ID1/130 93v "OR" 6bmpalAppmrdr-n aY-d-,tlodel-rl:-mpenmt -2-LSTFIDeli.1 FNO HOLD-GOWN FLOOR RIM JOIST-TO-FOUNDR ON CONNECTION"G° DET ,7 DETAIL #U �OF TRUSS FOR SHEATHING W 12M Bel SINNER NAILS IN COLUMN. - wp.ID HOUSE M7367 2016-061 10104!2016 /12 NAILER.BLCCKING I5 2x4 0 N m-feehudsN- uB�� AT 16 OC MAX AND IS Z NPT-1-M57CMSG FNO STRAP TIE �® WIDTH no8cE7w elh-crnaem�ym�m�,puavaue FOR ON-SITE FASTENING REOU1172E'D'FOR AMIR ❑ 13An42 28v WiT}1 ]6d SINKERS IN COL Ga FSR FND TWEI KAP5 WITH DOa+>�wR>odMom.-ad�mmmd®npedmonladuTer�wad�urzH+�7: LL OF W PIF. U O4)L4 x 2-1/4 T17ENS IN FNIL Z Md NAILS IN RIM 10 1/2' >1�rwr^�'dtl-(m(5,*u.mw,e,.armm�o-avl(ad*-ear SEE BHT G 6 •OR° ZZ 90/116 28m 6 ANCHOR BOLTS IN PER FSR a-roftft'^oogpwmdw thm 31. ONE F5R INSTALLED THE INT OF Ald oouod >lakrrdr-qp-"gamhdeod9Filw®adoedal. +2nncc OPT-2-LS FD1DRJ FND HOLD-DOWN U 12O/LS3 _ CONT.RIDGE VENT OETf� WITH¢81 Bd SINKER NAILS IN COLUMN. CHID WALL ONE FSR ON yi CONTINUOUS VENT SEE NOTE-1 FO SNOW DOUBLE TRUSS EACH SIDE FORTHE EXT OF FND W_FlLL BI ZO OF A MAX LL OF 80 PSF.SNOW JoIm,A PF Acbg Udr ( m. 2x4 TRUSSTOE-NAIL m Md NAILS PSF ZONES EXCEEDING 80 PSF LL FROM 2xB TO 2x4 RAIL SHALL HAVE(W TRUSSES EACH SIDE 17HOUSE S LESS THAN 28 FT IN WIDTH TO USE 28 FT CONNECTION SPECS. MASTER SERIES 22 72 1/2°MRK NUMBER OF TRU55ES SMALL BE a"WORST SE°CONNECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS,POR _ OCONTINGENT F TRUSS, UPON LL RATING CONN ONSITE CONDITIONS. SEE CALC MANURL SECTION 946 FOR SPECIFIC SIDEWRLL 6 MFTEWRLL S. RLL MODELS 31 N CONNECTOR VALUES USED ABOVE. OTHER CC*ECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR FsOVF FARMING DETAILS 4 4 1 SEE OTE- FOR WIND SPEED EXPLANATION au/xu. 51 CRLC MAN E L SECT-35 FOR P.T.DECK FLOOR JOISTS. MUNCY HOMES, INC. DETRIL "B" 42 OR 7/12 TRU55 RT z 'Ur- r.OR-7/12 TRU55 RT 16--@R-hgQ7r O.C. 1567 171PR ROUTE 4' N U 0S R00 FIELD WOK �S - sCRLE: 1 vz�r-o° TYP ATTIC ACCESS ONO SKYLIGHT FRAMING MUNCY, PR 17756 DRN BY DRTE SCRLE REV. SHT. NO.IOscRLE. s/4"=1'-0" SCRLE: 3/4"1'-0" DATABASE MJL 3-22-91 SHOWN 5-01-2016 1 6B OS\8a 40'-0" 33'-7" 23'-2" 16'-6" 10'-8 1/2" 3'-1" TRKExWI OOw - 3'-8" 4 OVER 4 GRILLES Z-2 Slu3s STUDS aRass7°s'x4�i2005'R E28 72VINYL O C3536CST O STLDs �� 3037STUDS 3- I'Sm r2 11 STUDS 1 11 w1842 W3024 w2442 i°C 1_211ST JOS 7/16" OSB ON INSIDE 19-9 MRT- 612 DW OF ENTIRE ENDWALLN, 04DATA �' \ —4 J' 511 POT Fn I Fe m 13'-0 1/211 La1�LS I A - O \ 1-4 -4 � � 8/WF.S c I FLUE RAN THRU REAR KITCHEN I T CHASE WALL COMPLETED I m CD ADD 6" 0_ IN FACTORY I TO FLUE LENGTH lil 527RT-2 OMW33M 827RT-2 cn H I FAMILY RM ss" cn � I 255.10 SQ. FT. PREPRPL596 30 Q I LT REQ`D/PROVM: 20.40/43.05 VT REQ'D/PROV'D: 1020/2219 u m CANTILEVER FLOOR --J FIREPLACE SUPPORT 2W°N� �' STL 05 Lit STT CLG MER Ea HALF , fN Ln C6-T0TR-w- a-DD STUDS 3-SIMPSON LSTF&8 STRAPS ,' !' i-975"�d8'-0' LIVL ERR MOD s-ac4sPFz CLI-TO MN, COLUMN TO CLG B°R"�E° _830 _ff^ 60E3F o n� .� 3-zx45PF2 4-2x4sPFF2 4- .L EA MOD 111 -0"LVL. ESA MOOD ER MOD Ea MOD W3042 (V �-- i-1t7S5d6'-LI" LVL EA MOD 2- tc,"� ` - 36PD 1_511 36PD 0 - 7'- / " s.srnPsm L.sra s STRAPS = N ;ell. o s 7'-6" M STT FLR GIRDER To O 882 ` �? TO 1st STY CLG GIRDER ER HALF •�' m S-blSTUD2 TO a G BERM am m W CS-TorAL m D: m FLR GUMER EA MOD # COL To SLMPSON 0.G�BERM FND a7 STRAPS 10 rn ULE(24-TOTAL) FLR GIAOER EA MM I 3-2M PF2 06/07/18 m STD w m N N cn S u LIVING RM_ RAID DINING RM -1 -1 N I U 2.99 50. FT. BY OTHERS 195.42 SQ. FT. I fV � `m'a-� R 1 WARM: M!F f11J RAl6FOYER PER 2m7 UOS app;04Foaumm LT REO'D/PROV'D: 14.64/45.76 LT REQ'D/PROVV: 15.63/45.76 LAV FALEET. u���1■1 ■�60 cal VT REO`D/PROV'D( 7.32/24.08 VT REO'D/PROV'O: 7.82/24.08 ,�S �lEMA tf El D 841FR S?I�iT7 O d O SDK FFLD'.7WATER aMM' ��s�� 00 I m ao _ I m _ � 1 11 1_ 11 I 1 11 DOOR d WINDOW DESIGN PRESURE REQUIREMENTS: p R 14'-1 1/2 L3'-3" 8 O I 12'-511 ALL DOORS d WINDOWS SHALL HAVE THE 1 ('? 11 r ! FOLLOWING DESIGN PRESURE BASED ON "C" EXPOSURE, d- m 2-2x55PF2 3-2xssm 2 5-2>�PF2 2' 2 m 25'-0" MEAN ROOF HEIGHT 6 136 mph Vult. STUDS STUDS I STUDS STUDS 35 - INTERIOR ZONES 45 - CORNER ZONES iv N BLOWER DOOR TESTING BY; JZ4 3/4" 3859 O 3859 © 36SL2 Qa 3859 Q7 ®3859 �Z-4 ECO-HAVEN BUILDING SYSTEMS FREDERICK G. TERRY III 764 DRY RUN ROAD BEECH CREEK, PA 16822 I 361_011 I 291_411 I 201_011 101_811 41_011 570-5150422k X Y FINISHED FLOOR <9 ABOVE GRADE NOTE: SEE HIGH WIND DESIGN PLAN In & DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FASTENING 05-01-18 JK PE AROUND ENTIRE PERIMETER -4'40' EXT WALL SHTG 1st STORY BLURMEVEL FWMaREERTIM M. FLOOD ZONE - NO I nT I FIRE SEPARATION' - NOT REQUMM 05-21-18 JK DS FOUNDATION TYPE - BASEMENT NY GSL DATA: WALLS/PROJECTIONS >9 FROM LOT LINE PREMIERBUILDERS mA.ImmmM �M» 04-25-18 DM REY STORIES ABOVE GRADE - 2 A°"crm 1 °IIS 04-04-18 DM GSL BASE(3OL2(51l/ELEV= 35/<1000 NY NOTE; SPRINKLER REQUIRED - NO GSL REQU/DESIGN= 35/35 NOTE: WIDOWS SHALL COMPLY WITH °12 6 '15 IRC 8312 ('09 6122. 106 61321. SEE SYSTEM I,m�, 02-16-18 JK REV APPLICABLE BUD-DING CODES: SHT 3a, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 2VV41M AFF. a AM=of MMY MM MC 02-08-18 DM REV REV 2015 IRC: 2015 IECCS 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS SIDEWALL= 2x6 16"oc WINDOWS= SILVERLINE DH DESIGN SNOW ZONE= 35 GSL =Z�Ps iT71�9 °` 02-05-18 1DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT MARR WALL= 2x4 16"oc CLG= R-50, WALL= R-21 ROOF= 7/12 i6"oc (90*1 WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH FLOOR JST= 240 16"oc FLR= R-MY BLOM DESIGN W13M ZONE= 136 Vult ISLAND HOLDINGS 4 LLC / SIRICO q NSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM OM1387-2017-123. CLG. HGT. 9-0" (SEE RESCHECIO DEST. 665 MOOSE TRAIL —WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, ADDTL BSMT COL - s STAIR OPEMG(S) BASED CUTCHOGUE, NY 11935 1st STY FLOOR PLRN CUSTOM UNLESS HE 1:5 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LABEL - ■ ON 825"/9.00" GEOMETRY SUFFOLK CO. TO ALTER THIS ITEM IN ANY WAY. DESIGNED FOR WIDE INTERIOR CASING TRIM maOr X12-21-17 3 S_000 D 40'-0" 34'-6 1/2" 22'-11" 12'-8" 5'-6" z-zxssPFz Slim 3037SG O �7 38592 � 3037SG 3859 O STLES " 2 O" I EGRESS EGREss m 6'-6 1/ 2'i " 9'-10" o '-7" 10'-0" - c�l 1 m ' 1 24'w x i2'h NICHE I W" WF i m I In 24'w x 72'11 NDq� DIVERTER 07 j Lt7 N � � so" WF ;4 BATH 2 1 3 �� ' BR 3 "'c¢ IN 2x4 Pack WALL ,� m I � � •� 92.60 S0. FT. ¢ x 9417 S0. FT. LT REOO/PROVO: 7.41/2288 ' Jm o VT REOO/PROVO: 3.70/1284 _ BATH 1 LT REO'D/PROVOO: 7.53/17.70 0 VT REO'D/PROV'D: 177/1315 oc m 4 - - I eF I 30 I 1 �BF I I 0 1 3 310 301 - s-511MPSON Lsrals 5TRaP5 30 i 30- BERM F*0 + I d- I d- FLR GIRDER EaCOLUMN TO G MODU E I AT1IC S 2 Ipu 4'-2" 2�� �� uz-TOTau 15'-8" I accEss '-3' 11 4-20SW2 --- 6'-4 1/2" -T ----0- 1 30 C7 6" rn 0 - N co NE 3._1.. 31_ c7 N 3-511MP50N LSTM STRFM a Lures To cLs amm aro mFLR� R Ea MODULE cn 30 Ani, 51. L�1y. es o� (40P5F FLRI -:Z. _ - � •.ani ��'` - n'¢¢X I � WasfR PRN � m �p O o"' BR 1 WNO�N LOC u7 BR 2 OD ' ' Nen 18417 S0. FT. ._3.. �� 7._7.. 16142 S0. FT. W (n M M 06/07/18 LT REOO/PROV'D: 1493/2914 LT REO'D/PROVU 12.91/34.32 1- VT REO'D/PROV'D: 7.37/19.17 VT REO'D/PROVO: 6.46/1886 p I wmw� O' ----------------14'-2" 0 9'-3 1/2" m i 12'-5"-2X55M NN, 1 — 1 .01-11-2mRSPFb! �1DEGRESS EGRESS EGRESS L 10.1 3859 3859 O 3859 3859 �7 O 3859 -4 3/4" z 36'-0" 29'-4" 20'-0" 101_8" 4'-0" M. NOTE: SEE HIGH WIND DESIGN PLAN 2n d DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FASTENING PREMIERBUILDERS 06-01-18 JK PE -4'x9' EXT WALL SHTG 2nd STORY - n,..x�c srH a+.■.,m OS-21-18 JK DB NY NOTE, 04-25-18 DM REV NOTE: WINDOWS SHALL COMPLY WITH '12 6 '15 IRC R312 ('09 6122, 'O6 61321. SEE SYSTEM 04-04-18 DMRn RPPLICRBLE BUILDING_CODES: SHT 3e. WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 2V(MIN) AFF, A s ox CV MICV&==Na wm"m02-16-18 JK REV 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS Z Px f77b8 r 8896 FJ.,..a t m.�-.-o. 02-08-18 DMREV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SIDEWALL= 2x6 16"oc wlvwg meso 01-22-18 DM REV WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH MARR WALL= 2x3 16"oc ISLAND HOLDINGS 4 LLC / SIRICO Sao= STREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. FLR JST= 2x10 16"oc ■■WRRNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CLG HGT= 8'-0" 2 STY FLOOR PLRN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER. LABEL - ■ TO ALTER THIS ITEM IN ANY WRY. o DRM 12 -21-17 9 1/4"=1'-0" 32598-000 8_000 3 -- -----------3 3 Wr I — — Wr I I 5 ` -55 .3 1ff1 I 5 - --� 3 �lELECT PNL i DIT r 2 4a CCM (BSMn 5 -(Rr--------- --------- 5R i ---- - - ------AFctBlar ------i I 03 (E COILI I I I -----' ----- 3R i 2 3 5 I I I I I I S 72" F F I I I CD 5 R ' _ _ 2 I S 4$ I 3 5 I — -- --- I `------3-�;�I L-- ---- _ 3 R (11 ' I I 3 1 I I 5 {R --------- 5R I -------- R5 I j---- R ----- R I S- - --� 7 �I I I I 3 1 _____ ___ _� I rI 1 rrl------ -------- � rlr----------------� 5 D3SL 5 2 I D3 ® -- Sal DS n 7 70 0 61S I I 25 r LI I I tU s OM I I I.N1 3 4 ---------------- e r - .S' r? I 7 I 21 I 3 I I I I I , 38250 ` I I I I 20 .3 I I I I I 7 r 14-3 TO I I I I I I I I I I 25 06/07/18 -----.- 1 7 1 � 7 I I I I s 1 I I (A) I I 1 17 1 1 1 215 1 I I I I 1 I I 1 I I I I I R7 .7R I � I I r-- J- -- ----- ---------------- 7 I II I I �7 7� I I -{R r I IWHOLE T VENTILATION 1M MECHANICAL RC) 7 $ .5'' S ,�' -7----- - -- `-�I''--5��i i s 2a s OF BEDROOMS - 4 L 3 3 4 I 3 FLOOR AREA SO FT - 2,200 - I - AIR FLOW REQUIRED - 75 CFM'S --- AIR FLOW PROVIDED - 87 CFM'S 7 ______-,_____7 k ,WP MINIMUM REQUIRED BATH FAN SIZE - 90 CFM (SEE NOTED CONT. RUN BATH FANS) ■ EIFITH DIFLIST FAM (CONT-RLRO USED FOR THE WHOLE 550 CFEM�MEI MME NT CH VENT FM FLOW. �� '� 'fin" M NTT, GAS LINE PROVIDED 6 INSTALLED ON-SITE BY OTHERS HEAT SYSTEM: ON-SITE BY OTHERS REV: HEAT CALCs PROVIDED ON-SITE BY OTHERS TO BE REVIEWED/APPROVED BY THE LOCAL AHJ NOTE: L AFCI PROTECTION 6 TAMPERED-RESISTANT RECPTS. PROVIDED PER 2014 NEC NY NOTE: 2. ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50# PER 2014 NEC 31427 (A)(2) PREMIERBUILDERS „m�, 06-01-18 ,JK PE APPLICABLE BUILDING CODES: 3. ON-SITE DECK/PORCH/STDOP SHALL EXTEND UNDER EXT GFCI RECEPT AS a a =a MMY roes 05-31-18 JK REV 2015 IRC: 2015 IECC, 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS SHOWN SO THE RECEPT MAY BE RCCESSIDLE FROM THE DECK/PORCH/STOOP 1587 A May, Pe 11768 *t5705fe e86 �..d t m.�-a. 04-25-18 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT 4. REO'D FRONT 6 REAR EXT GFCI RECEPT SHRLL BE ACCESSIBLE FROM GRADE MA mwo �auc s 04-04-18 DM RED WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVRL ON FILE WITH ADDITIONAL "GRADE-ACCESSIBLE” EXT GFCI RECEPTS SHALL BE PROVIDED s� THE DEPT OF STATE. WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM •M1387-2017-123. OF D ID5TAI-m BY OTHERS MELOW THE MODULES) AT THE FRONT AND REAR ISLAND HOLDINGS 4 LLC / SIRICO MAINSTREET OF THE HOUSE SHOULD THE RECEPT5 SHOWN NOT BE ACCESSIBLE FROM GRADE mm pm -WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EQUIPTMENT 1 STY ELECT PLAN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGI14EERR, REQUIRING SERVICING, PER 2014 NEC, SEC 210.70(A)(3) TO BE PROVIDED AND _ TO ALTER THIS ITEM IN ANY WAY. INSTALLED ON-SITE BY OTHERS. JAK 2-19-18 9 1%4"=1'-0" 3 952 8_000 :20 20t& 21 21 I U0 CFM I I +20---------+20 +21R -----+ FV-W I I I I MR 140 CFM q2 1 I MR X21 I � I'~ � I I 8 20D I I Im I I 1 ~I 1 r - - � I + 8 I 20 Q I 21 S '(' I R - -r — , R --, R I T1 I I 20 1 1 I 8 I I �A- 06 2Q 20 21 SL 4 SS I cn- IJ I D3 20 S� i---i I 18 8 I C�LQ _—_ _ _--_— _ I - - - J _ _ I I —(R� R — -- - - - -- R I I 21 ZO _J ------------- � 20 I i X20 �__ I --i--- R I I AC 3 — — -D 29 SLP i ; _4SL a&c 22 22 ( 23 1 t{��' �•,'C, _� I1II —1�3 __ 1IIIII RRIIIII ® 71I------ DS- � 11IIII Z2+ 3 3 � IIII 22 L 22— , III 2. I I 06/07/18 1 1 Q I I cn I I 23 -- -- ------ - I 122T 23 23 I I 22 ILJ BLORALNEL Irv: NY NOTE: PREMIERBUILDERS ff APPLICABLE BUILDING CODES A MM me CF MPCY MMM NC 06-01-18 JK PE REV 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS MPA Atl "M Pa 9M *t51GTtB 88S •—' �—^- 04-25-18 DM 04-04-18 DM REN THE PLANS AND SPECIFICATIONS OF THE PERMIT SET FIRE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO q NSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123 ■■WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 2 STY ELECT PLAN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, mcro TO ALTER THIS ITEM IN ANY WAY. JAK 2-19-18 1/4"=1'-0'° 32598_000 run endwall thru FL-I-N—E--R-1 Irun endwall thru 3'-8" 4'-7 3/4" 7-11 1/2" 4'-10 1/2" '-9 3/4" �i O O DW \\ I .f - 01 I � I I I I I _ I I IA Ln I fasten bumpout to exterior wall w/#8x4" ————————————— screws toed at 12" o.c. I r FIELD INSTALLED: SIMPSON LSTR18 N 16-OC W/ 5-10d NAILS EA END OF STRAP (31 TOTAL) 2nd STY FLOOR BAND TO :f 1st STY CEILING BAND (ONE SIDE ONLY) ———- .a LL Ll strap across ///0 - LINE-2 mateline each end per calcs. I I fasten mateline LD LINE-1 floor rims together GED�CEOLUMN STS STRAPPING w/ 1/2" thru bolts at BETWEEN STORYS 6 2nd STY FLR GIRDER LAG BOLTS. 48" o.c. or 3/8"x8" SEE BLDG CROSS SECTION lags @ 32" o.c. EDGES SUPPORTED uj `c°Jy 0,8650 I m I ON 06/07/18 3-5 1/2" A = STH D 14RJ LINE-e WW. NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN S PREMIERBUILDERM.MW STUDS AND TOP PLATE LIMITATIONS �ago=■� NY NOTE: -4'x10' EXT WALL SHTG °t°'�'00MFEK11= nm o V MW MC APPLICABLE BUILDING CODES a7� �yPa 7M 0 2015 IRC, 2015 IECCI 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS =z Ia mb mn 6 6i—ti mid L ii6i— THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO �STREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM •M1387-2017-123. MW WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 1st STORY HIGH WIND DESIGN - la FLM USTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. JAK 05-21-18 PE 0%4"=1'-0" 32598-000 8_000 - A= (1)CS16x58" long from 2nd 4'-2 1/4" 7-2 1/4" 5-9 3/4" 4'-3 1/2" 3'-10 3/4" story studs to 1 st story studs. 2 1/4" A A 2 114" Cl Ux --------------- N I ' I I ' I - I � I 1 , _ I ' � I r' t I I I 1 I I I I { t 1 I I t I L---J N IM LINE-1 b CEILING ACCESS BELOW FOR FIELD INSTALLED COLUMN fasten mateline STRAPPING BETWEEN STORYS LINE-2 d 2nd STY FLR-GIRDER LAG floor rims together BOLTS. SEE BLDG CROSS SECTION. EDGES SUPPORTED. w/ 1/2" thru bolts at 48" o.c. or 3/8"x8" strap across lags @ 32" o.c. mateline each end per calcs. o ---------------- SIB LIN, Cn e cc --:7- J, - >.., g ) + cn 2'-4 3/4° 3-5 1/2" 6'-1 1/2" &-1 i/2" 3-5 1/2" '-4 3/4" m co m 06/07/18 LINE-13 . REV. NQS SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMNIM EXnFCIm STUDS AND TOP PLATE LIMITATIONS PREMIERBUILDERS Rm. DOMPIKMFM NY NOTE: -4'x9' EXT WALL. SHTG mm em APPLICABLE BUILDING CODES: S40=°FT xocet Ne 2015 IRC, 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS A° j ► + THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO q STREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123 ■■WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 2nd STORY HIGH WIND DESIGN - 2a R.wCUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGMER, TO ALTER THIS ITEM IN ANY WRY. o JRK 04-05-18 PE 1/4"=1'-0" 32598-000 8_000 40'-0" 7 7 / WALL-A 41_7 v4" 7 r -- -- - ---- - --- ---- -- -- ------------ -- ---------- - ---------- -- ---- ---- --- - � a LJ- - - - -- ----- -- - - - - -- - ----- --- - ----- - - --- - ---- --- --- - -- - --- - - - - -- -- ---- -- -- -——— — — - J-r - - -- ----- -- - - - - -- - ----- --- - ----- - - --- - ---- --- --- - -- - --- - - - - -- -- ---- -- -- ---- - - , 1314 PLF GRAVITYco 9 I I I L% '-' � Uzi I I SILL PLATE TO FOUNDATION .482 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR m 2411oc ` � CONNECTION - LINE-1 89 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED I I SIl.I- PLATE TO FOUNDATION 482 PLF SLIDING RIS 2" SQUARE WASHER w/ 1/2°' ANCHOR m 24"oc I I N CONNECTION - LIME-2 89 PLF UPLIFT BOLT (ASSUME 1/15' OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED I I o SILL PLATE TO FOUNDRTION 216 PLF SLIDING AND 2" SQUARE WRSHER w/ 1/2" RNCHOR m 32"oc n7 I I CONNECTION - LINE-R 272 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8' THICK MIN. WASHER REQUIRED I� SILL PLATE TO FOUNDATION 216 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR m 32"oc I ' 06/07/18 I I CONNECTION - LINE-B 339 PLF UPLIFT BOLT (ASSUME 1/15' OVERSIZED HOLE] i/8" THICK MIN. WASHER REQUIRED I I I I I I ' I I A WALL-1 ; ' 7'-0" 7'-0" 11" 4'-0" 4'-0" 8'-0" 4'-7" 4'-6" 1 i❑ Ir- -, r- - -, r- --i r- -� r- -� r- -, I I I I I I I I I I I 6-2)1O SPF2 1 I I I I �p � ' m I I L L J L__-J L---J L_--J L---J I(n N I.ALL EXPOSED LUMBER 70 E OF 1�ITTRFLLT DILE W00o ala WaaD I 5,600# 61800# 10,200# PL 17,839# PL 10,9644 I.� Thar svanve-T�Tm as ao rlrni pupa ul. I 14,843# PL 10,414#PL I r' AvarrvEs sHaLL eE LIS1ID IIIC1IOF1 4 aF RWPa lu - I 13,748# PL z FL L LUMBER THAT],9 IId CONTACT WITH CONCRETE OR TFE c;aaD1�D MUST I 3 -4,070# UPLIFT �- -4,070# UPLIFT 5,432• PL I I 21 5 1/2 I ' 0 °racr TREATED Woao sIUTT�eLE FOR R❑I I I A❑ FiLL SUPF'gZT Cd JMIVS styli APPROVED WOOD of NATURAL DECxIT i ' r — oR FwPRovED Pi2Ef�11fT1IVE-TT�ATID Woos I 4 Au FID D cur ENS. wrcrEs, oRo1m HaLEs aF TREATID i I I O WowsTREAtm THE Fmo NOTE: MINIMUM CZ) 1/2°' ANCHOR BOLTS PER SILL PLATE I I I 5. FLL NFInS USED Di THE C01iSiRUCTIOfd OF PORCHES a DECKS SFYaLL � I T>�fTiID� � of FISTM F 1667, a I I SECTION. ANCHOR BOLT IS REQUIRED 3.5" MIN - 12" L—— o J avec SHS NFm� W000 sousJ�ME�f-TTFE Rmlmz£FlExrs R❑I I MAX FROM EACH END OF EACH SILL PLATE SECTION. 1,000# I aF FYvsriASME BIpR1 BOL a LRG SCRElo15 SHFLL MEET THE II REQJ>>ZFJ7ENT5 OF' aNSliasr�R1p91 � I CONNECTIONS FOR LISTED_UPLIFT LORDS TO BE PROVIDED I 6 FLFlSmdG SHALL METAL aF a MiT�JF1 NOMINEE I FROM MODULAR TO FOUNDRTION ON-SITE BY BLDR aF ams nraits aE aN r�PRovED NaN METaLtc rwTERDr{. I I L R L2' 9"x12" STEEL PLATE IS REQUIRED ON COLUMNS. Bs. a uMu uM sHoul� NOT BE usEn ud DmZOf.T COIiTACT WITH LUP�R TREATED WITH PRESEraVaTiVEs THAT COtirAirl COPPER SUCH F15 acO. I I 2. SEE 0O2 PLAN, FOUNDATION PLAN AM SET-UP INSTRUCTIONS FOR SECURING I I 7 �scREWs.ORg,�, WTS, a WS AFOR USE WITH PRESERVATIVE QI I NOTE; NON-HEATED BASEMENT SPACE Mo S TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER ANCHORS (F REQUI@ED)),I IR MER uDOO 91f BE HOi�PED 27NC�OATID Gq VFY�D I 3. ALL G RDER SPLICES MUST BE LOCATED OVER POST. I STEEL. NX OR COPPER FRSTE7ETa3 SHELL BE HOT SPED GALVFii® FrD SHELL MEET THE REDUOREF4ENT3 OF R MS C� AE34S 9/(� O�pMETER RND SMF�LER. OR L FASr�1a8 OTHER THEM� AND RiVET9W�L SE PERMITTED I I p7 I I \ TO OF MECFIFpO CALL T DEP 35=1 QVC-CCRTEO STEEL M1ITH CORTDIG m I I I I m WEIRiTS IN I WITH ASTM B 6�. CLAUS SS, WwrTHFL 8 ALL F�WFiE LIDIST HANGERS. 3T-IId-PLFICE POST ANCHORS, ETC.) THAT � IS EXPOSED TO WQaTFER OR iH CONTACT WtIH GRa1�, CONCRETE, OR OD .-� I I I I .� co PRESSJRE TRA7aA LUMBER SHALL BE GALVANIZED OR SHALL EE STAINLESS STEL. HARDWARE TO BE HOT ClUrED GALVSN=PRIOR TOFT TION o I I I I o SHFLL MEET FARM R sm. SAW COATING. wmmFm TO BE HOT -P® GALVANEaM AFTER FABRIC1MON SHALL MEET RSTM x1213 1 I I I iii 10.FASTENERS AND caaEC E EXPOSED To SALT WATER OR LocxTTED WITFmi I I 1314 WAPLF G VITY ' 300 FEET OF A SALT TER S CREL.NE SHFLL BE STAINLESS STEEL L - --- --- - -- -- - --❑ J I H I GRACE 304 OR M& RI --------- - -- -- - -------- —- - --— —— — — — —————— — — —— —— ———— — — ———— — — — - I u. ALL OTHER COATED OR NON+FERRous FASTENERS OR HAR!OWARE SHALL BEAS FPFROVEO = IZ HHDr BY THE x�L FlLiTHORITY =STEEL ARE REamaEO \ \ aNT � INTO CONCRETE. ]3 �TEIERSD IN TREATED LUMBER OTHER THAN --- --- - --- -- - - ---------- --- - ---- --- - ----- -- - -- -------- -- ------ - - --- J WE THAN auPa OR ur�R L- L A 34'-1 3/4" WALL-® g 5-10 1/4" NOTE FOUNDATION O HALLLOCBE DESIGNED OIL CONDIBY A TIONS. Y DESIGN SAMPLE PLAN IS MEWITH ANT 0 - SIMPSON STHD14RJ WALL STUDS TO FOUNDATION KNOWLEDONLY TO COMMUNICATE THE DIMENSIONAL AND LORDING INFORMATION TO DESIGN PROFE55IONRL SO THEIR FOUNDATION DESIGN IS COORDINATED REV, WITH THE REQUIREMENTS OF THE MODULAR BUILDING. NY NOTE: "INFORMRTIONRL ONLY" PREMIERBUIL®ERSBrum oacupemu= APPLICABLE BUILDING CODES: NODES:L THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL "SA1m M QF MW71AM N6 2015 IRC: 2015 IECCT 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS FOUNDATION DESIGN TO BE RPPROVED BY A PROFESSIONRL ENGINEER 1587 Pal : Pa T M •�t6-M Sd—J t ��-ti THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT OR REGISTERED RRCHITECT. ""cr' �M �oL i2t 06-01-18 JK PE WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH 2. THIS ORRWING TO BE USED FOR DIMENSIONS ONLY. ISLRND HOLDINGS 4 LLC / SIRICO SER= THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. MRINSTREET ■■ NW WRRNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 5. MRRX EE CENTER SERIES LO RS GIRRDER SUPPORT 3COLUMNN�SPACING= 6''s�TES �' NRL) TS. FOUNDRTION LAYOUT � CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ma ffr TO RLTER THIS ITEM IN ANY WRY. .IRK 05-21-18 D81'1/411=11-011 32598_000 R 1GE VINT MRH L EXTERIOR WALL FINISH TO BE VINYL SIDING. Z EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4•.STOOPS, STAIRS, HANDRAILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED — CLG BY OTHERS IN ACCORDANCE WITH STATE AND.OR LOCAL CODES. GUTTERS & LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF ® INTERSECTION OF UPPER LEVEL ROOF. S.SASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. S.THE LAST ROW OF SIDING BOTH FRONT, REAR AND ALL SIDING FOR UPPER LEVELS OF A 2 STORY, €n SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. O1 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED [lull 11 AND INSTALLED BY OTHERS. Ai HE NJ m 8 SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VALUES. 3859-0H 3859-OH 3059-OH 3859-DH 3859-OH EGRESS EGRESS EGRESS EGRESS N t m FLR m 4 N CLG 0 qg N.E+,fag .a F1 t ; 3859-0H 3859-DH 3859-DH 3859-0H t uy U) 36 t� GRADE ACCESS BY OTHERS _ FLR 06/07/18 FRONT ELEVRTION NY NOTE: PREMIERBUIL®ERS mm o� APPLICABLE BUILDING CODES: A WM M OF=Wr N=M NC 2015 IRC, 2015 IECC: 2NEC - ALL AS MODIFIED BY THE NYS 2017 UCS Pa Rt4l� Pa 11768 0 n. 06-01-18 JK PE 014 THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT mwo�iaus ■ 05-21-18 JK DB WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. ■■WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FRONT ELEVATION -1 _CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES o DRM 04-04-18 1%4��=1�-0�� 32598-000 RIDGE VENT L EXTERIOR WALL FINISH TO BE VINYL SIDING. 2.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HRNDRAILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED — CLG BY OTHERS IN ACCORDANCE WITH STATE AND.OR LOCAL CODES. GUTTERS d LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL F/M ROOF ® INTERSECTION OF UPPER LEVEL ROOF. S.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. 6.THE LAST ROW OF SIDING BOTH FRONT, REAR AND ALL SIDING FOR UPPER LEVELS OF A 2 STORY, SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3M7-DH 3037-DH 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTRI I FFA BY OTHERS. fi LLE Effii 8.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILRTION AND EGRESS AREAS AND U VALUES. 3859-OH 3859-DH 3859-OH EGRESS EGRESS EGRESS FLR CLG - 3037-DHC3536-CST f� 11 1/8x3/2-DH-3 Lu 09625D 72 / S GRADE ACCESS BY OTHERS FLR 0 N 06/07/18 RERR ELEVRTIQN NY NOTE: PREMIERBUiwmsBig=nocaqmmtzN ff. — APPLICABLE BUILDING CODES: A MN M aW arer MOM NC 06-01-18 JK PE 587 Ps AAncj, Pa V758 ►0706f8-89iUc+._a t m e�-n. 05-21-18 JK DB 2015 IRC: 2015 IECC, 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS 04-25-18 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC -/ SIRICO q NSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. ■■WRRNIIVG IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, REAR ELEVATION -1 CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES `DRM 04-04-1$ 91%4°=1'-0° 3 8_000 RIDGE VENT 12 L EXTERIOR WALL FINISH TO BE VINYL SIDING. 2.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HANDRAILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED cCLG BY OTHERS IN ACCORDANCE WITH STATE RND.OR LOCAL CODES. GUTTERS & LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL i ROOF ® INTERSECTION OF UPPER LEVEL ROOF. '! 5.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. S.THE LAST ROW OF SIDING BOTH FRONT, REAR AND 5/11 x 2/0 AWNING ALL SIDING FOR UPPER LEVELS OF R 2 STORY, Fn SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. °f 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTRLLED BY OTHERS. 8.SEE WINOOW/DOOR SCHEDULE FOR WINDOW AND DOOR, _._ TYPES VENTILATION AND EGRESS AREAS AND U VALUES. FLR CLG OF 9CL"& C 7 ILLE q s � art t#t 3859-OH 3859-DH Y ^• t r'L 06/07/18 LEFT ELEVATION NY NOTE: PREMIERBUILDERS arm= I of APPLICABLE BUILDING CODES: aam Noyes PC Ao j,pa illi M -m ca_,t NL_ 01-18 JK PE 2015 IRC, 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www bu6�rsmn mwo �,.� s 055 2-21-18 JK DB THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO q NSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. —WARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LEFT ELEVATION -1 CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGD4EER, TO ALTER THIS ITEM IN ANY WAY. ° ° j'1/4"=l'-Q" e ��_ �_ �� .�. � DRM 04-04-18 1/4 -1 0 32598_000 Rice veN'r 12 7 L EXTERIOR WALL FINISH TO BE VINYL SIDING. Z EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTRLLRTION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS. STAIRS, HANDRAILS, GUTTERS, DOWNSPOUTS, G AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE RND.OR LOCAL CODES. GUTTERS d LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF a INTERSECTION OF UPPER LEVEL ROOF. 5.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED R /� // BY OTHERS S.THE LAST ROW OF SIDING BOTH FRONT, REAR AND 5/11 x Z/0 AWNING ALL SIDING FOR UPPER LEVELS OF A 2 STORY, tO SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTAII BY OTHERS. LIE 8.SEE WWOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VALUES. 3859-0H " EGRESS FLR NELLEulS t� uj3859-OH 3859-DH 820 �i 32 FLR GRADE ACCESS BY OTHERS 06/07/18 DIGHT ELEVATION .suncRmum �,►: PREMIERBUILDERS uAwmeommosomm NY NOTE: CF MPCr om APPLICABLE BUILDING CODES: = xora�e �m 2015 IRC, 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS Rt Pa VM •074646-M —a 1 °�-'L 05-01 18 JK PE m.aoi.�e,e`ae—' 05-21-18 JK DB THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SErUM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM •M1387-2017-IM NW FLMWARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, RIGHT ELEVATION -1 CUU STOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO RLTER THISD ITEM IN ANY WRY. RM 04-04-18 w1/4"=1'-0" 32598-000 LVL INTERCONN.E0,110N DETAIL �ECIIAL.�ACES ' 4. 1R �. NNLLNNLLIINNkk 2-PLY BEM!' .3-PLY�i4d 4;PLY BEM! a�BY.3:s wars A.tezr3,sHaas , FA5MING REQUIREMENTS FOR MULTIPLE PLY'LVL MEMBERS: (2) 1.5" MEMBER'BEAMS:. * -USE(3)ROWS OF d1X17xJ NAILS @ 12" O.C_ 075 PLF MAX, UNIFORM LOAD} -USF(3) ROWS OF 0.131''x3" NAILS @ 6" O-G, (.1,1SU,PLF MM-PNIFORM LOADS 013trS NABS,(L5°'6ff}IBEA4� (2),051 MEMBER_BEAMS: MEHaM.R -USE (3) ROWS"OF 0.162"x3;.5" NAILS_@ 12" O.C. (84:5 PLF MAX; UNIFORM MAD) -USE (3) ROWS QF 0.162"x3_,5.-7 NAILS @ 5'' O.C. .{1;590 PLF MAX. UNIFORM LOAD) � (3� 1.5� MEMBER BEAMS: -USE (3) ROWS;OF 0.131`x3° NAILS,0 12" 0:`C_ (431 PLF MAX'. UNIFOR14 LOAD) -USE.(3);ROWS'OF 01317x3'° NAILS @ 6" 0_(Q (863 PLF MAX: .UNIFORM LOAM" BUILT IIP COLUMN =USE(3),Rb*S OF O.a31"xS" MAILS @ f OX. (7,294 PLF MAX, UNIFORM LOAD) TASTEXINc' (3). 1.75" M€METER BEAMS: -USE(3)•ROWS.OF 0°1621'705 57 NAILS'@ 1.2' a:G, (535 PLF MAX. UNIFORM LOAD) -USE(3)-ROWS OF 0:962'x3:5" NAILS C 6" O.C,`(1,270 PLF MA3C. UNIFORM LOAD} (4) 1.5"(Ht 1':757 MEMBER'QIAMS: -USE (2) ROWS"OF 1/2'" BOLTS @ 12''O.C.'(58O PLF MAX. UNIFORM LORD) -Usk (3). ROWS OF 1/2"'BOL'L`S @.1'2?` O.G. (870 PLF MAX. UNIFORM LOAD NOTES*, VALUES APPLY TG CCMMON.A307 BOLTS„BOLT HOLES MUST,BE THE SAME DIAMETER AS THE THE BOLTS. WHERS MOST BE USED UND.E:R. THE BOLT HEADS AND AS, - E SPEQIFIEP N'AILNG'A THPPLIES,TQ B07H SIEGES OF� A 34P_Y B AM, 1' WIDE kAMS WY NOT BE LOADED FRC1M' ONE,SIDE-ONLY, THEY MUST BE of.NIE LOADED FROM BOTH`SIDES-AND/OR, TOP,LOADED. salL,t p 0, =L'DAb bURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE. co 4Al-A C '°" '1 w 06/07/18 rev: mim"m MEN wascm PREMIERBUILDERS ovemoommemrKlm NY Nom, A M =Q M/i,7 PAS NC APPLICABLE BUILDING CODES: X87 As Mny PIR 11768 OF 0712646-m a 2015 IRC: 2015 IE= 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www m�e.o ��■ THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT BERM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ISLAND HOLDINGS 4 LLC / SIRICO MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-I LVL INTERCONNECTION DETAIL "m N°' ■■WRRNTriG: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. J oar AK X06-1-18 PE X1/4"=1'-0" 32598_000 L25'x2DQd STENT STRAP W/ 7-=525" NAILS-ER EDD 10d NAILS m S or- & 2-019 W NAILS TOED. 2-]Sd NAILS TERUSHEATHING � _ CONT. RIDGE VENT - TRUSS MANUFACTURER SUPPLIES RIDGE HINGE STRAP 0 48' O.C. PRE-MANUFACTURED WORD TRUSS H MS8582S C7/12. 16' O C I VENT FOR FIELD INSTALLATION LM—A2Dpn STEEL STRAP w/ 7-0]31525" WM-S Ela END SEE SEALED TRUSS DESIGN AND BY OTHERS AS PER MANUFACTURERS 6 2-0131"xSZ NAILS TOM TRUSS INSTALLATION INSTRUCTIONS INSTRUCTIONS FOR ANY REMMqED BRACING INSTALLATION. ALUM. ORI' EDGE MT512 EA TRUSS IQEEWRLL TO KINGPOST 0 0.131"x3' TOE NA]I.S FROM ALUM. FASCIA FASTEN 7 10d xi-7 NAILS EA END & KNEEWR 2-01M") NAO�S TOED FA TRUSS L STUD TO PLATE.0' FROM HOrIG POST TO RAIL 12 F��F� SHINGLE,aPER 2-164 NAILS THRUSH 7 VINYL SOFFIT 8905241 WIND RESiSTANlCE INSTALLED OVER MT516 EACH TRUSS INTO TRW TYPE 15 FELT WITH 18' OVERLAP OR 00 2-10d NAILS FROM PLYWOOD SIMPLE)( SHINGLE OR EDUAL 71W OSB ROOF SHEATHING 38' WIC BARRIER THAT CONSISTS DIRECT TO STUD M A BAFFLE TO PROVIDE AIR OF CEMENTED LEAST (21 LAYERS OF INDERI.AYMENT RI SPACE FOR ATTIC VFMILATION POLYMEROD(FTE OR of ASELF-AOHERIIJG w/WIND WASH aNSU.ATION OM POLYMER MODIFIED BINORMA SHEET. SHALL � USED IN LIEU OF NORMAL INOERLAYMENT AND SHALL EXTEND FROM THE HAVES EDGE TO A POINT AT LEAST 24 IN. U49IDE THE EXTERIOR OR WALL LINE OF THE BUILDING 5/t. GYP BD CONT.,5/8" OSE STRIPS (SHINGLES INSTALLED PER MSNUF S'EaFrcATmta CONT. 5/e" OSB STRIPS D19L TOP PLATE DElL TOP PLATE 7/16' 058 SHEATHING R-50 wCELLILOSE DISULR/V.EL TO WARM � FIRESLOCK BETWEEN MODULES JOIST HANGER 1/2" �YPBD 2x3 SPF •1/•2 m 18" OAC. BY OTHERS PER STATE C3 AND LOCAL CODES 2x5 SPF +1/*2 a 16' O.C. ao R-21 FIBERGLASS INSULATION LLI GYM w"IL TO WARM SIDE FlIR/MOIITI� CLEAR SPM ROOF ffAMS LOCATED OVER FLUSi RESISTIVE AlREAS SHALL BE SW TOGETHER BUD SINME BOTTOM PLATE SINGLE BOTTOM PLATE �2 R OF 1W NAILS OR *8 xxZT 2-2x10 SPF W*2 CENTER GIRDER PER HALF SCREWS A T 24. O G 23/32" OSB RA SHEATl-MNG (4 TOTAL) 31' FOAM INSULATION 8-202 L.STA18 s i6'bc 2-2x10 SPF u1/02 FLR ARD_ W/7 10d NQS FA LFA SHEATHENG NAILED w/2-ROWS 011352' NQS i-2x6 SPF �1/�2 2x10 SPF al/a2 s 16. O.0 WALL II�TO Eb� BAND. 2x6 SPF •ih2 a 19' O.C. w/7 10d NAILS EA LED LINE 1 � 1-242 SPF 01/92 FLR RAII. R s-zxs SPF n/.z 2 CONIT. 5/8' 058 5TR75 `5/8" GYP LID s-2x12 SPF *1/42 � R-19 INSULATION 3/8'k!�' L AG s 32'oC 0131W TOE-NAILED DEL TOP PLATE CONT. 5/8" OSB STRIPS 16d TOE-NAILED DBL TOP PLATELE O C LINE 1 4�oc 7/1W 058 SHFATH�LG LINE 2 4loc T FKINGER SHEATHING NABLED W/2-ROWS 0113"x2° NAILS FLOOR BAND TO CEI.IVG BAND. JOIST HFN1GER FM2/MDIST RE c 2x4 SPF *1/*2 m 16" O.C. LINE A S"oc RESTIVE 1!2" GYP® LLINE INT: 1 o c Tn LINE 2 6loC ia 2x6 SPF s1/r2 a l6° O C R-2L FIBERGLASS DELLATM N SHERTH ING NAD-ED W/2-ROWS 0113'x2" NAILS 1/2 GYPBD wN9 TO WARM SIDE OL DTF� LOCA LINE CE7L1 BF R TO STUDS LINE 1 6"OC R-19 FIBERGLASS INSULATION- SINGLE BOTTOM PLATE 23/32' OSB SHEATHING L.STA18 a i6"oc LINE 2 6"4c SINGLE BOTTOM PLATE W/Va TO WARM SM BY OTHERS 3-WO SPF s1/02 CENTER GIRDER w/5 lOd NI-9 fiIDS EA LEG SHEATHS NAILED W/2-ROWS 0113.c , NAILS PER HALF S TOTALI WALL STIRS TO FLOOR BAND ALONG BOTTOM 2-2x10 SPF *1/02 FLR fffOF PANEL. 2x10 SPF 01/02 m 16' OD L.STAIS a lVw EDGE LIE A 4bc W/5 10d NAILS EA LEG ao SVOC IL PLATE. 2xB min TRERTEM JOIST HANGER LINE LINE 2 6'bc SI L'SERL R FLOOR BAND TO SILL. CONNECTION. LINE R 6 B W/0131W TOENAILS Bloc LSE L 2 W/SIMPSON LTP4 1490c NOTE: OF NE AW �SHEATH M NAILED w/1-ROW 0.133'x2' NAIDS RLL MATERIALS & LABOR REQUIRED BELOW FLOOR �SILL PLATE ALONG BOTTOM BOTTOM OF FLOOR JOIST BY OTHERS. ' ( 1/2" OItdO 1/Z' LANG LINE A 3'oc . ` BOLT a 48" OC LINE B Bloc LINE 1 Bloc LINE 2 S"oc FI ES.00K BETWEEN MODULES ;I" u i ON-SITE BY OTHERS PER STATE fYD LOCAL CODES mm mm IMI ens � ® RFV.: MUNCY HOMES, INC. �>„ 0.6825Q w A IN4 U . Pit vm +d IB3444 c,_a rtz�e__o. NOLI� �yP www m.ao �„� R man-uxuEKamm CODES =5 % 420NEC - ALL F noon BY THS NYS 2M7 UCS DETRILS OffnVFM THE PLANS ASD SPECIFICRMNS OF THE PERMIT SET ARE DERIVED FROM ASD CONSISTENT T�D� STATPLANS UE, WHICH WOE APPROVED SPECIFICATIONS ASSOCIATED 10/20/2M7 uME SYSTEM°N FILE 9 06/07/18 CROSS SECTION WITH t�DETi 0WARNNM 1T Is A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNESS HE IS ACTIWG UNDER THE ACTION OF A LICENSED PROFESSIOH� ENGI EQL OWL Or GEnE �B � �' To ASTER THIS ITEl4 IN ANY WAY. JRK 06-01-18 PE 1/4"=1°-0" 32598_000 �3"VTR NOTES _ VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY-SIDE OF WATER I-ERTEP.S FOR MR FIND ME 2006-2015 IRC L FOR APPLICABLE NOTES, SEE SHT 3h - TAR OR CAULK AROUND 6 NY-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- 2. A.PIPING FOR RELIEF VALVE,FIELD INSTALLED AND PERIMETER OF VENT SIDE OF"BOTTOM-FED'WATER HEATERS INSPECTED: ONE PIECE METAL CRAWL H MACE-AIR IR-ATO�FJ('fEND ABOVE FIRST FLOOR AND SLEEVE OR SELF- T&P VALVE EASEMENT-TO EXTEND BELOW FIRST FLOOR AND CAUON BOOT RUBBER SHUT-OFF OOWNWR 0 Sd 6�YMIN,O R GAP OR DIRECTED WITH SAFELY 1T'MIN.TYP. FLASHING EXPOSED PVC OR COUPLE,)D DISCHARGE PIPE(SAME OIRM. TO BASEMENT DRAW WITH 6"MRI.RIR GRP (MAS57 3"VENT EXTENDS ON DOWN SIDE 20irR VALVE OUTLET)DRAINED TO PRN OUT IRC) EL AN EASEMENTADEQUATED RATED TEMP AND PRESSURE RELIEF 2015 IRC-i"PFJ(OK FOR 3/4"T6P OUTLET. BE PROVIDED 17'BELOW ROOFS AND C.LOCATION OF WATER HERTE2t To 2V' DRYWALL COMPOUND TUB OR SHOWER DRRU4 T&P DISCHARGE PIPE MUST DRAIN INTD AN INDIRECT VALVE IS (RD ALL VENTS SHALL USED AT ALL PIPE WASTE RECEPTOR(NOT INTO TI-�PRN)FOR MR 6 NJ CRAWL SPACE-WATER HEATER IN UNIT.OPT. EXTEND 3"IN DIA PENETRATIONS 1x2[RLL 4 SIDES) 3J 4' WASTE RECEPTOR DRAIN PIPE MAY BE PVC. IINSTRLLRTIDN IN &SMT OR RR UNITS SEE FLOOR PLAN. FASTENED TO DECKING LS"DIRM hht FOR MR,2'DIRM(mbJ FOR NJ BASEMENT OR RAISEID RANCH-WATER HERTER IN BSMT. 12"ABOVE AND 24" FIELD INSTALLED B7 DTHER STATES MAY ALSO DRAIN THE TdP D15CHRRGE BELOW ROOF TYP.FLOOR DECKING OTHERS 2"AIR GRP TYP EXCEPT: I.yI{ OUTSIDE THE DRAIN PAN AS DESCRIBED FOR MR d NJ 3. SEE SHEET 6o FOR TYPICAL FIXTURE CLEARANCES. -B"AIR GRP FOR NY. 4. INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE (ME)3'VENT EXTENDS 4 -2015 IRC-6"MAX,2x PIPE RCHIEVED IN FIELD BY BUILDER IN RCCORDRNCE WITH 24°ABOVE ROOF fminl, `,�3"to 2"DR 1-12"REDUCER TYPICAL - DIRM.MIN. MIIJ OD250",24 GALVANIZED STEEL PRN. GOVERNING CODES AND EXTENDS IT'BELOW FOR 2015 IRC,REDUCER TO OCCUR 12" ELECTRIC WRTFR HEATERS ALLOWED IN HIGH- 5. INDIVIDURL PLUMBING SCHEMATICS AVAILABLE UPON ROOF(mint TYP.FLOOR JOIST IMPACT PLASTIC PRN 0,03E'MIN.THICKNESS AS RtJ REQUEST FOR COMPLETION IN FIELD ttNi PART OF RPPRDVAU INSIDE THE THERMAL ENVELOPE IN AREAS [NY)3'VENT EXTENDS WHERE THE 9752 VALUE FOR OUTSIDE DESIGN 12" MIN.DRYWALL FIELD FIN FLOOR OPTION. PAN L.0 DEEP MIN A OW FOR MR) E CODE REQUIRES FIXTURE SHUT-OFF VALVES ARE OPT.OR AS 18' ABOVE ROOF IF ROOF TEMP IS 0-de9 F OR LESS-SEE FIG R3012Ill. INSTALLED BY OTHERS AFTER ALUM PRN AT OD23fi'THKNS ALLOWED FOR 2015 IRC WDE REQUIRES 1x2 FARMING IS SECURED TO I. MIN.CPVC 7. FROST-REE EXT HOSE BIBBS ARE OPT OR AS REOV USED FOR ASSEMBLY, DECKING VENT TO EXTEND T I. PVC ELL B HE C PRACTICAL ABOVE�CEO.INGE FACTORY MADE C B. WET VENTING IS ALLOWS)WHEN DONE IN ACCORDANCE ABOVE THE ROOF. THRU RODF DFTRTI• FTRF STOP AT TUR RND 5HOWFR- FTFI D H INDIRECTLY TO R HAZARD REE WITH GOVERNING CODES TOLOCATION TO BE APPROVED BY 10. IN 2 STORY UNITS,PLUMBING SYSTEMS PRE 5EPRRRTE. LOCAL BUILDING OFFICIAL 7HE DRAIN LINES UPSTRIRS ARE NOT CONNECTED TO VENT TO HOME LINES FACRY INSTRLI RTION DOWNSTAIRS.VENT LILIES FOR DOWNSTAIRS ARE SEE ALSO PLUMBING NOTE-35,5MT 3b SUPPLY _'VTl_FOUNDATION(FIELD) FACTORY INSTRLLED UPSTAIRS DRAIN LINE FOR UPSTAIRS .RODENT PROOF PRE FACTORY INSTALLED DOWNSTAIRS PLUMBING IN 2ND STORY FLR.TO BE IN5TRII BY OTHERS IN FIELD THRU ENTRANCE(FIELD) UNFIN CLG,8 OW PLUMBING LINES ALLED TO COMPLETE CLS FIN AFTER PLUMBING IS IN5TALI Fm AND TESTED 1/2" /4"ffIELW x,,..3/4"INLET(FIELD) PER LOCAL CODES 1L FOR STATES SUBJECT TO R05T CLOSURE, MRIN SHUT- VENTS TO BE CONNECTED TO 3'VENT STACK OR OFF(FIELD) EXPANDED TO 3"VTR AT LEAST 12"BELOW ROOF 12, RCCE551BLE TRRP5 ONLY SHALL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TO WC WRTFR HFATFR SUPPLY - PA, NY, TRC 11N1TTS, UNION IN TRAP SERL OR HAVE CLERNOUT OPENING SAME FRCTORY 6 FTFI D TNSTRI I ATTON. SIZE AS TRAP INACCESSIBLE TRAPS SHALL NOT HAVE SHUT-OFFS AND UNIONS,CLERNDUT5 OR SLIP JOINTS, WR5HER HOOK-UPS FOR WATER H ATFRS FACTORY TNSTRI I Fn. 13. WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR UTILITY FIRERS,VINYL CAULKING 15 APPLIED AROUND NOTES: WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS OPT SHUT-OFFS 1J2` OPT 5HUT-OFF IN R SLEEPING WATER HEATERS ROOM,BATHROOM OR R CLALL OSET RBE CCE55ED SHOWER I BATH(WITH SHOWER) WALLS OR 6 FOOT THROUGH R SLEEPING ROOM OR BATHROOM HIGH MOISTURE RESISTANT GYPSUM WALL OT IGH IN 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING FACTORY FOR SITE APPLIED TILE OR 6 FOOT FIN 1/z+ PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE MOISTURE RESISTANT GYPSUM WALL PROVIDED IN FACTORY. VINYL CAULKING IS APPLIED AROUND AIR GRP AT FLOOR IN THE SAME SPACE AS WATER HEATER. E 1/2" 11,2+ 3-WHEN WH IS ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET WATER CLOSET IS CAULKED W/VIINYL 1/2" 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR(DRAIN PROVIDED IN THEN CARPET IS INSTALLED PLANT FOR SECOND FLOOR UNITS),DRAIN SHALL PIPE 6 DISCHRRGE FIN.FLOOR OPT.SHUT-OFFS FIPL FLOOR t INDTHEIRECTPANLY TO R HAZARD REE POINT. 14. ORRIN SIZE FOR 3 WATER CLOSETS SHALL BE 4"MIN FX Fl.DCBi ? 15 aRC)POTABLE WATER SUPPLY OUTLETS SMALL HAVE t.' I C R SHALL BE OSMALL NOT BE SUFFI LESS THAN 1 CIENT SIZE AND SHAPE TO DEEP TI-E OUTLET END SPACED R DISTANCE ABOVE THE H + ` FK FLOOR RECEIVE ALL DRIPPING OR CONDENSATE FLOOD-LEVEL RIM OF THE ROM THEE WATER HERTER. PROVIDE AN AIR GRP COMPLYINGWITHP29D2,31E OR RCLE,TO H 1 4-TANKLESS WH DOES NOT REQUIRE R PAN 12012-15 IRC) D ( H C 16 IN ONE-FAMILY CRAWL SPACE MELD SUPPLIED), C TWD-FRMILY OR MULTIPLE DWELLINGS, THE KTT.H N STNK RND I AVATORY SUPPLY TI IR/SHOWFR SUPPLY WRSHFR SLIPPL Y. WRTFR CI OSFT SUPPLY WATER SUPPLY PIPING SHALL BE T O WITH ONE FACTORY INSTR)I RTTON FACTORY TNSTRI I ATTON FACTORY INSTR RTIDN. FACTORY INSTR I RTTON, VALVE TO SHUT OFF THE WRIER SUPPLY PIPING FIXTURES AND EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING SUCH DWELLING UNIT CONTROL VALVES SHALL BE LOCRTED WITHIN THE DWELLING UNIT SO CONTROLL 3"VTR ED fG/ 17. OIRC)RIR ADMITTANCE VALVES SMALL COMPLY WITH SECTION P3114 1B ()RC1 VENTS FOR FUTURE FIXTURES SHALL COMPLY 1 1/2" WITH SECTION P31046 II 3'VTR 3"VTR , 16"MIN.42"MAX. I I 1 1/2" 30"MIN.-MASS 2"STANDPIPE i i16"to 30"MAINE 1 vz 1 vz' t t 1 L2" i SRN,TEE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL I t , FIN FLOOR i TTS t SAN TEE 6"TO IB" t TN '3t ? FOR MAINE ;AACgp,_ ) OPT DEL BOWL —2" SRN.TEE Nn TEE f 11/Y'P-TARP 2.,P_RpP FIN FLOOR �I FIN.FLOOR Z. A 2"P-TRAP 9 SHOWFR DP.RTN 6 VENT RATHTUR DRRTN R VENT IRVATORY DRRTN d VENT WASHER DRAIN 6 VENT FRCTORY TNSTRLIRTTON- FRCTORY TNSTRLI_FD FRCTORY INSTALLED FACTORY TNSTRLLL-D 3'VTR r' 3"VTR 3"VTR DEPARTMENT OF STATE DISHWASHER(OPTJ DRAIN LOOPED VENT 6 ORRIN LINES FUTURE VENT MAY BE I DMSIONO ALBANY, I,G 12231-DOITANDARDS AND CODES 1 y DELETED WHEN CLOTHES I ALBANY,NY tzzat-ODOR UNDER CT OR THRU RIR GRP FROM 2nd FLR ON SITE r t WASHER 15 ON FIRST ORI Stamp ofAppmval for a System,Modal orpomponant PER MRNUF.INSTRUCTIONS BY BUILDER FIND RRE NOT I T'VTR FROM f t SECOND FLOOR TD BE TIED INTO VENTING f let FLP.FIXTURES ) f I M1387 2017-123 10/20/2017 1 1/2" i FROM let FLR FIXTURES { 1 1/P' Ii i 2" Manufacturer.No Appbmbon No Dat.ofAppmrml 3° 1 FOR 2MAINE NOTICE bukgmsPWJar Met area labAmteda1and assembled a�tlhe factsy mmWamnees fadty SINK DRAINS �.�O W I �( ? t VENT 3°ORRIIJ FDR t 1 i i rommkn tmmm Ma approved aoomlean. ...panswily roraevlemm,elrem DISPOSAL i 1 2nd FLR.PLUMBING 1 + I SEE NOTE-18 All lNamdrpk—tba?evi-Wfd ,app-Mbythel.cel Cada EdamereeOMbL (OPTJ DISPOSAL By tafdfy (OPT.) p t t . 45"ELLS 45'f1L5 f i 1 Jah j LAddano,PE,AcMg Duect.r Da(ylAndreades,RA I.-, SRN.TEE i L CONT WASTE CONT.WASTE SRN TEE 2° T FLRN"GE WE j T FLANGE WO MRSTER SERIES 1 „a '"N BRANCH FITTING x 1 12"P-TRRI _ 2"P-TRAP FIN FLOOR 1 ? FIIN.FLOOR RLL MODELS FILL FLOOR PLUMBING { FIN.FLOOR FIN.FLOOR CAPPED 6 LABELED FIN.FLOOR MUNCY HOMES, INC. • 2"W/DISHWASHER OR AS CODE REQUIRES KITCHEN SINK ORRIN 6 VENT,. OPTIONRL 019HWRSHFR RTSFR S H MA MRIN VENT T� R.K_&_W_,. SFCONORRY VFW STRCK 6 W G.. F T 1R V NT TNSTR D FOR MR RND NH. 1567 PR ROUTE 442 FIR.TORY IN5TR 1ATION _ ER.TORY TNSTR ATION CRP _UNITS, FRGTORY TNS ON_ FRCTORY INSTALLATION RND RS COD REOLIIRES, OR RT AUIIDERS REUFST, MUNCY, PR 17756 SEE SHEET 3b,GENERAL PLUMBING FR TORY INSTRI I RTTON EACH VERTICAL UNIT SHALL HAVE ONE (FACTORY TNSTRI I ATTON FOR BASEMENT MODELS), NOTES(NOT FOR KY) MAIN 3 INCH MINIMUM STACK. DRN BY DATE SCALE REV. SHT N0. DRTRBRSE NRME MJL 3-22-91 NONE 8-18-2017 6b 06\66 NOTES L FOR RPPITCRSE NOTES,SEE SHT 3b RND Eb. S VTR 1 SITE V� .'�TEE � 13 s'VTR 2nd STORY CEbTNG TBE i r17E�'1 TEE TEE EE 2nd STORY CEILING 2nd STORY FLOOR ,'11 I .1;� E11_ 2nd STORY FLOOR 1st STORY CEILING ELL y 1 ''' 1`x`1 L yr''''' T DEL TEE Irrl tat STORY FLOOR TJ? S ELL ELL 1st STORY CEILING 1 ELL I i 1st STORY FLOOR L�L'2' g s°vTR i yr i i i 1 1/z• KEY.' TEE TLE I i "Tr dl 1 I I 1 1 TEE til LT t! BTiN%O/r � LT=LONG TURN LE 1' I I D1 i I Is- ELL lI IEE LT=LONG TURN LT TEE 3 L M-- i 1 I 1 I 11 TEE TWO STORY fSFF FiT 2k T] EL.L3• i � L vri B Lr I I ng I SITE L Ii/Z NOTE:2 IAVS SFiE1LL HAVE I'E ``�• a7E ;f j TEE i 1 I I I L —� jt ELL I BA 3 I LT ELI1 I L� E 2°WRSTE WHEN COMSINEO 1 �I yr r' Y TEE 1 1 T I I`` 6fiE REFER TO FDM RE DETRILS FOR TRAP RPID 1 ° 13 ti 11, ''* BTM z I o j 1 1/2• ;'—' p 4a,S T PIPE 5=5 NOT SHOWN IN THE SCHEMRTIC. i i ELL A' L USX I iB*Z FIRST FLOOR FDCfURES 5HRLL CONNECT INTO I WH I T 1 1 FI.L SITE t SITE L7 ELL A 1/r ELL HORIZONTAL BUII.IIING ORRIN MORE THEW 10 PIPE I I ^ DIRMETERS DOWNSTREAM OF STRCK SASE RNO TEE 1 I ELLS M I I TEE I i L7 TEE i I Toy i ```�' Y' NOT CONNECT INTO SECOND FLOOR ORRIN STRCK. Lay. TEE+ NC 1112' `�I.� 1 SITE 1 I K C R LISTED THROUGH PENETRRTION FIRESTOP 1 1 r i 1'IdT I `� 3 LT ELL r I �,I W. i r SYSTEM SHRLL 6E U5M IN THE FLOOR/CEILING LT TEli I T I .� FIRE RRTED P155EMEILY. �,� I 1 ELL L�12' L>�I ��' MAINE: Y'MIN.VENT SIZE FOR WRTER CLOSETS LT TEE I rs¢'''' ''L 3/i' i I r I 1 ! �EQQ,.e;�I 'V ?'. td. j r oppi�E,Y`l" I 1 Wiay+ 47`✓r 2°MM WET-VENT SIZE.. ; TEE '`L 1/z• � I MTH 1 i�1112 rte- 'NEE �, ELL ''&TTE�� ; Y i `may TEE OiiTM 3 1 TEE L qT 3 ELL L I 4 ``. L7 E1L 1 L.' I LT TEE TEE 4' 4' I ELL Jx TEE WH Li1/r WYE 1 SELL s�1`` T� LaLat x,=r�la I 4� � KtZ� 5PRCE RESERVED FOR THE NEW TORK 5TRMP OF APPROVRL LT ELL _ aTE �`SW l�j TEE 45ELL l�. t_ELL L�, ` S S LT TEE SEE f OR Z' CO. 1 Lr OR r f Bad TEE SEE TETFTD_ SITE 3 112' j TEE 1� LT ELL ' LT ELL J TEE j t LT ELL 1? 1J2' ELL W/ ,37E +• ' ��` `� LT TEE'' 1/2' TEE L BTM z LT L - SITE 7N.Ef LT ELL ELL DfdTM PIPE 6 fs& ` T 1 L.BIL SITE f]VIIR II.f9i FMI 1 72'�TL ism/TO� TEE JI 3. IWM EU B� ` A ELL IELL L7 ELL TWO $TDRY tSF� $}�T.7C7; I I TIE + r, WGBimT 2 DWV SYSTEM 7 TEE 41/r WYE NOTE:2 LRVS SHRLL MRVE ELL I , Eli 2'WRSTE WHEN COME324M TEF I TEF } ]2 SEE L T��r 46 ELL J �E�SIf2E5 0 N 114 THE SCH_MRTIG STE 3 SITE FIRST FLOOR FDCTURES SHRLL INTO LT ISL J 3 tLT ELL HORIZONTRL BUILDING DRRIN MORE t TCONNECT!SO PIPE LT TEE DIRMCCONNECT INTO SECOND FLOOR ORRIN STR NOT RCK S TE LT kLL ELL MFJllE T MIN VENT SIZE FOR WRTER CL05M 2°MIN.WET-VENT SIZE DEPARTMENfOF STATE DMSION OF BUBDI NO STANDARDS AND CODES ALBANY,NY 17231-0001 SUmpotAppmrd/or•syd.m,e.delcrtomponent M1367 2016-061 10/0412016 Mmkft.w.Na Appkff..N. Dd.OTAFF—d 4A N'nm7N. ndbeFPrim.Wj 1oU®mryveivdUebdnYnmuMuM heYnpa lNodtlarNlelma 'tw bcornenddtoeia kday Tit brd:d.M— m.m§xm bm ftgame!danmea ADd—MW trdDa/,d Edmm�at OlAdeL AAdd=,PFA 3ohn,A ptldem,Pt;PstlnA Dtmder AWnedv,RA MRSTER SERIES RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY1 PR 17756 DRN BY DRTE SCRLE I REV. HT. NO. DRTAeRSE NRME REH 3-10-97 NONE 6-01-2016 6b1 06\6b1 JOB PRE-32598 JOB PRE-32598 SHEET NO. 1 OF 44 SHEET NO. 2 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 5/30/2018 CALCULATED BY DB DATE 5/30/2018 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Desian 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. 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(Li)(house width) = 27.5 ft. NY Length of side(1-2)(house length) = 40 ft. 136mph Exp C or less L2&Li = 4 < 3 :1 �Okt Building Description: Max Mean Roof Height= 25 ft. LO,y 0. Residential Two Story _ �3 Exposed Foundation Height= 1 ft. llactu7tloddTa eonstrr�etion =� ; =-: ; �= ; =,_ ,ri= ° l Roof Framing Span(Horizontal Projection)- 13.75 ft. Codes: Roof Framing Spacing= 16 in. o.c. _ s NYS Uniform Code " C S Roof Overhang Length = 1 :ft. 2015 NDS ASCE 7-10 06/07/18 Roof Slope= 7 Building Importance Category: 11 Seismic Criteria Roof Diaphragm Aspect Ratio Length of side L width =T 7 .aft Seismic Design Category(SDC) B 9 ( 1)( )_ ,}Tv Short period design spectral response acceleration (SDS) 0.32 Length of side(L�(length) 'Jl Seismic Importance Factor ``'1no S-- Ultimate Wind Speed Vult= 136;0 mph Roof/Ceiling Assembly Dead Load= p s f Roof Framing Type= Truss Exposure= C e tr_ifssy(13 =- HM585825 _�_•��.,�.-.,.......-....... t'. - - lif at fats�gi �li7a[1� k 572 lbs per truss Load Case Factor= °`'Q15 Snow Load1FIIasCI"tai? _d_e�nrl) a _ 325 lbs per truss Ground Snow Load= 35 psf Snow Importance Factor n�31==00 1E:w — JOB PRE-32598 SHEET NO. 3 OF 44 JOB PRE-32598 CALCULATED BY DB DATE 5/30/2018 SHEET NO. 38 of 44 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Design Criteria Cont- Roof Truss to 2nd Story Wail Simpson Strong-Tie MTS18 (6)0.148inx1.5in nails each Stud Connection 244 plf end Sheet 5 1 st Story Loadbearing Wall Height= 9 ft. @ 32 in o.c. 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= _ r ft. .r.�vs 2nd Story Shearwall Height= !%! e ft. OSB-PLY GYP V 1st Story Minimum Shearwall Length= H 13.5 -ft. H/ 1.5 = 6lt ft. H/1.5 y- 2nd Story Minimum Shearwall Length= H/3.5= __ 1st Story Wall Length Available for Full Height Sheathing _ Bline 1 14.67 ft. Lline A 20.92 ft. o — - v Bline 2 15.75 ft. Lline—B, 16.80 ,ft. 1st Story Maximum Unrestrained Opening Height Hline 1 -66 in. Hline A 84- ,in. Hline 2 84 in. Hline E 84.- ,in. 2nd Story Wall Length Available for Full Height Sheathing Bline_1 21.33 ft. Lline_A 25.00 fL Bline-2_.18.08 ft. Lline—B 23.66 ft. 2nd Story Maximum Unrestrained Opening Height of lw i Hline 1 66 in. Hline A 66 in. '0 Hline 2 66 in. Hline IT 66 in. co Note: 8d nails=0.939"x Z5", 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 06/07/18 and Toe-Nails may not be used in Seismic Zones worse than C JOB PRE-32598 JOB PRE-32598 SHEET NO. 38A 'OF 44 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 5/30/2018 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Connection Wall Force Spacing Reference Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap line—A 244 pif 6 in ox. 2 rows of 0,113"x2.0"Nails 7/16"OSB/PLY overlap floor line—A 442 plf 4 In O.C. Mm joist min.3" 2nd Story Wall line_B 244 pif 6 in O.C. Studio 2nd Story 1st Story Wall line_B 525 pif 3 in ox. Floor Band 6 ry Stud to Floor 0.113in x tin nails 6A Connection 7/16"OSB/PLY overlap line-1 244 pif 6 in ox. N Band Connection 2 rows of 0.113"x2.0"Nails G- Use 2 rows of fasteners along line_1 0 pif 6 in'o.c. line 2 316 pif 6 in O.C. 0 bottom edge of panel d line_2 0 pif 6 in ox. = 7/16"OSB/PLY overlap line A 167 pif 6 in o.c. C 2 rows of 0.113"x2.0"Nails O .00 V 7/16"OSB/PLY overlap sill line A 442 pif 3 in ox. v 2nd Story Floor line B 167 pif 6 In o.c. = plate 1.5" d Band to 1st Story 6= �- Ceiling Band line_B 525 pif 3 in o.c. 0 Connection 7/16"OSB/PLY overlap line-1 244 pif 6 in ox. Floor Band to Sill v 2 rows of 0.113"x2.0"Nails Plate Connection 0.113in x tin nails Sheet 7 CL line—2 316 pif 6 in O.C. Use 1 row of fasteners along line_1 0 plf 3 in ox. D bottom edge of panel 7/16"OSB/PLY overlap line A 167 pif 6 in ox. line—2 0 pif 3 in o.c. 2 rows of 0.113"x2.0"Nails 1st Story Ceiling line_B 167 pif 6 in o.c. Band to 1st Story 6 Wall Stud • Connection 7/16"OSB/PLY overlap line-1 244 pif 6 in ox. 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 line-2 316 pif .6 in D.C. 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. 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 maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. OIL!/ - 06/07/18 JOB PRE-32598 JOB PRE-32598 • SHEET NO. 38C OF 44 SHEET NO, 38D OF 44 CALCULATED BY DB DATE 5/30/2018 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summate Location Force Connection Fasteners Required Reference' Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 429lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Sheet 11 Stud Connection p (5 each end of strap) @ 16 in o.c. 2nd Story Wall Stud to 2nd 370If Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 11A Story Floor Band Connection p (5 each end of strap) 16 in o.c. 2nd Story Floor Band to 1st Simpson Strong-Tie LSTA15 (12)0.148inx2.5in nails Story Ceiling Band Connection 740 pif (6 each end of strap)_ 11A 4 (One Side Only) 0 in o.c. ca N O G 1st Story Ceiling Band to 1st 370 ff Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 11B Story Wall Stud Connection (5(5 each end of strap) as 16 in o.c. O C V O O V •fl. M F it 1st Story Wall Stud to Floor Simpson Strong-Tie LSTA12 370lf (10)0.148"x2.5"nails IIB �s820 Girder Connection p (5 each end of strap) S @ 16 in o.c. 06/07/18 Floor Girder to Foundation 311If Fasten on-site for listed 11B Note: 8d nails=0.139"x 2.5", 10d nails=0.148"x 3"&16d naffs=0.131"x 3.25" unless otherwise noted Connection F load An equal or better connection device may be 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. JOB PRE-32598 JOB PRE-32598 SHEET NO. 39 OF 44 SHEET NO. 40 OF 44 CALCULATED BY DB DATE 5/30/2018 - CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) Note: Comer 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 rye Bin o.c. 2nd Story Wall-line 1 7/16"OSB w/0.113"x2"nails@ Location Force Connection Fasteners Required Reference, 197 plf 4"ox.panel edge&12"ox.field Sheet 18 2nd Story Module to 1st Story Perforated nailing(exterior) Module-line-1 (1)Simpson Strong-Tie CS16 2nd Story Wall-Hae—2 7/16"OSB w/0.113"x2"nails @ 232 plf 4"ox.panel edge&12"ox.field Sheet 18 Perforated nai7mg(SOS) 2nd Story Module to 1st Story 7/16"OSB w/0.113"x2"nails @ Module-line-2 (1)Simpson Strong-Tie CS16 . 2nd Story Wall-line-A - - - 1636 Ib (22)10d nails ea strap Sheet 21 97 plf 6"ox.panel edge&12"ox.field' Sheet 18 strap Perforated nailing(e)derior) 2nd Story Wall-line B 7/16"OSB w/0.1131lx2"nails @ 2nd Story Module to 1st Story 102 pif 6"o.c.panel edge&12"ox.field Sheet 18 line-A Dead Load of Structure is �, Perforated nailing(exterior) OK -~ OveSufficient gR sist 0 Sheet 21 ad d G 2nd Story Module to 1st Story H j Module-line-13 Dead Load of Structure is Q d OK Sufficient to Resist 0 Sheet 21 i0 1st Story Wall-line 1 7/16"OSB w/0.113"x2"nails @ 7/16"OSB w/0.113"x2"nails @ C Overturning Load z G 612 plf 3"ox.panel edge&12"ox.field 3"ox.panel edge&12"ox.field 18A pV nailing(exterior) nailing(interior) M Perforated = 1st Story Module to to 7/16"OSB w/0.113"x2"@ 2" '= Foundation-line-1 Simpson Strong-Tie 1/2 in min concrete cover and 1st Story Wall-line 2 ox.panel,edge&12"ox.field � 5304 Ib STHD14RJ (30)16d sinkers,locate 1.5in 21A 570 plf nailing(exterior)-dbl studs @ 18A from comer , Segmented shtg seams , N > 7/16"OSB w/0.113"x2"nails @ s �. I�L k 1st Story Module to 1st Story Wall-line A �O Foundation-line—2 1/2 in min concrete cover and 272 plf 3"ox.panel edge&12"ox.field '� � _ � '�8, Simpson Strong-Tie , N ' - 4926 Ib (30)16d sinkers,locate 1.5in 21A nailing exterior �� �� ,�� -� - STHD14RJ Perforated g( ) err ;w,' �h from comer 7/16"OSB w/0.113"x2"@2-' t 1st Story Wall-line B o.c,panel edge&12"ox.field 339 plf 1st Story Module to � ; nailing(exterior)-dbl studs @ Foundation-line—A 1/2 in min concrete cover and - Perforated shtg seams z O5fs25 Simpson Strong-Tie 2179 Ib STHD14RJ (30)16d sinkers,locate 1.5in 21A from comer 06/07/18 1st Story Module to Foundation-line—B 1/2 in min concrete Simpson Strong- cover and 2925 Ib Tie (30)16d sinkers,locate 1.5in 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 STHD14RJ from comer 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. 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-32598 JOB PRE-32598 SHEET NO. 41 OF 44 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 5/30/2018 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) An equal or better connection device maybe substituted for any connection device listed Staples Design Summary(con'd) 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 Reference Location Force Connection Fasteners Required Reference 0.131"x3"toenails. Truss Bottom Chord or Ceiling 0.131"x 3.0"Nails toed Roof to Wall Plate Connection 139 Ib 2 23 Joist to Endwall Top Plate 153 plf 236 @8inOC 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 1391b Grain. NA 23A Plate to Studs 2 per stud 0.131"x 3.0"Nails Bottom Plate to Floor 104 plf NA 23A 15 in o.c. O ge 4v?rrCC tM _ X.. 0 '�� 8d�50 �� O { h R O N 2nd Floor Endwall Mateline- Top Plate to Top Plate/ (22)0.148in x 2.5in nails each Ceiling Rim to Ceiling Rim 2101 Ib 2 Simpson LSTA30 Straps strap NA N 06/07/18 `� across Mateline 0.131"x 3"toenails. 2nd Floor Endwall Mateline- 2nd Story to 1st Story (22)0.148in x 2.51n nails each Connection-line 1 &line 2 326 plf @ 4 in OC N/A 25 Floor Rim to Floor Rim across 2101 Ib 2 Simpson LSTA30 Straps strap NA Mateline 0.131"x 3"toenails. 1st Floor Endwall Mateline- 2nd Story to 1st Story 142 If @ 6 in OC N/A 25 Top Plate to Top Plate./ 4486 lb 3 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Connection-line—A&line—13 p Ceiling Rim to Ceiling Rim strap across Mateline Simpson Strong-Tie LTP4 1st Floor Endwall Mateline- 1 st Story to Sill Plate (22)0.148in x 2.5in nails each Connection-line 1 &line 2 482 plf @ 14 in OC (12)0.131 in x 1 1/2in nails 26 Floor Rim to Floor Rim across 4486 Ib 3 Simpson LSTA30 Straps strap NA Mateline 0.131"x 3"toenails. 1st Story to Sill Plate 216 pif @6 in OC NIA 25A Note: 8d nails=0.131"x 2.5", 10d nails=0.948"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Connection-fine A&line-13 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. Note: 8d nails=0.931"x ZS", 10d nails=0.148"x 3"&16d nails=0.131"x 3.25" unless otherwise noted JOB PRE-32598 JOB PRE-32598 SHEET NO. 43 OF 44 SHEET NO. 44 OF 44 CALCULATED BY DB DATE 5/30/2018 CALCULATED BY DB DATE 5/30/2018 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) Location Force Sheathing Connection Reference . MAIN ROOF: 153 pif 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 5 6 in o.c. edge&field �. cC" � 0.113"x2"nails at Wall Sheathing 41 pif - 7/16"OSB 6"o.c.panel edge nailing and Sheet 33 S Non Shear Wall Suction 12"o.c.field nailing 173 pif 0.113"x2"nails at 6"o.c.panel 6/07/18 Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"o.c. Sheet 31 Shear field fastening Location Force Member Sizes Splice Conn. If Req. Reference Location Connection Reference 2nd Floor Double 2x6 Top Plate-No ca Splices „ „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5"nails each end&(2) 4202 Ib Sheet 19 Ridge Connection 6 0.131"x3.0"nails toed Sheet 36 Endwalls ci = 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 8 in cc U 1 114"x 20 ga steel strap w/(7) 0.131x2.5"nails each end &(2) p 0.131"x 3.0"Nails Flip Connection"5° Sheet 36 1521 Ib Sheet 19 0.131"X3.0"nails toed Sidewalls 6V cc La LoKneewall Connection"9" LTS12&(2)0.131"x3.0"nails toed Sheet 36 1st Floor Double 2x6 Top Plate-No Splices N = 8971 lb Sheet 19 Endwalls N G H E 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of 8 in cc Location Force Connection Fasteners Required Reference t Splices& 0.131"x 3.0"Nails @z. 3052 Ib Sheet 19 482 pif sliding 2"square washer w/1/2"Anchor .� Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of Sill Plate to Foundation@ 24 in OC to. @ 8 in cc to Connection-line-1 and Bolt(Assume 1/16"oversized hole) 27 c>s With Splices& 0.131"x 3.0"Nails 89 plf uplift Min thick min.washer required 482 pif sliding 2"square washer w/1/2"Anchor = Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 24 in OC 27A = Connection-line—2 and 89 pif uplift 1/8in thick min.washer required V = 216 pif sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 32 in OC 27B ca Connection-line—A and 272 pif uplift 1/8in thick min.washer required G 216 pff sliding 2"square washer w/1/2"Anchor LL Slli Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 32 in OC 27C Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Connection-line_B 339 pif uplift 1/Bin thick min.washer required Minimum Splice Length is 4 ft Sd nails=0.131"x 2.5". 10d nails=0.148"x 3"&16d nails=0.139"x 3.25"unless otherwise noted 8d nails=0.131"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 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. c ON5 7R v NO 7, GENERAL NOTE5 CONCRETE FIN15H N075 1. ALL WORK 15 TO CONFORM TO THE RULES AND RE55ULATION5 OF THE I. ALL CONCRETE WORK 5HALL CONFORM WITH THE RREQUIREMENT5 OF THE 4. BEAM CONNECTIONS 5HALL BE DESIGNED TO WITHSTAND ONE-HALF 7HE 1. PAINTING OR INTERIOR FIN15HIN6 5HALL NOT BE DONE UNDER CONDITIONS LOCAL BUILDING DEPARTMENT AND THE N.Y.5. RRE51DENTIAL CON5TRX TION AMERICAN CONCRETE INSTITUTE A.G.I. 3/6 LATEST EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL _69PARDIZE THE QUALITY OR APPEARANCE OF SUCH NOW CODE. NO NOTE ORDETAIL OR LACK THEREOF 5HALL BE CONS/DERED 2 CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 WITH 5TRIGT 5PAN CONDITIONS SHOWN OR THE LOAD IND/GATED ON DRAW/NGS, WORKMANSHIP,AHICH 15 .A)DGED LE55 THAN FIR5T QUALITY BY THE A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND GARS TO ALL DATUM, FLOOR AND GRADE ELEVATION5. WHICHEVER 15 GREATER. ARCHITECT,WILL BE RE-EGTED. co ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 2. ALL LL ELEC IRIGAL WORK TO BE FIRE UNDERWRITERS INSPECTED AND 3 CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATEST 5. WELDING 5HALL BE IN ACCORDANCE H/TH AWS 5PECIFIGATION5 U5IN6 2. 5UBM/T COLORS TO THE,ARGHI7FGT, FOR APPROVAL. ELEGA.G.I. SPECIFICATION. E70 XX ELECTRODES. APPROVED. SUBMIT GERTIFIGA7F TO OWNER UPONRECEIPT 4 ALL TEMPERA7VRE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO 3. PREPARE SURFACE5 TO RECEIVE THE 5PECIFIE9 FIN15H. TAPE AND 5AND 3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL 5ERVICE AND PARCEL DEVELOP RILL 5TRENOTM IN ALL CONCRETE WALL5 AND 5LAB5. 6. ALL BOL T5 5HALL BE A57M A-325N AND 5HALL BE IN5TALLED TO A SNUG SMOOTH GYPSUM BOAR,9 TO RECEIVE THE 5PEGIFIED FIN15H. PAINT GRADE FOR ADEQUACY IN PROVIDING NEW ELECTRICAL IN5TALL.ATION5 A5 5 PROVIDE ADEQUATE TIE5 FOR ALL 57FEL REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN AI5C 5PECIF/CATION5. WOODWORK 5HALL BE HAND SANDED BE PEEN COAT5 AND DUSTED GLEAN. PIERSAND WAL.L5, REINFORCED TO BE HELD AT CORRECT Dl5TANCE FROM :ALL HOLE5, PITCH POCKETS OR 5APPY PORTION5 5HALL BE SCRAPED AND SHOWN ON THE PLANS. UPGRADE, SERVICE, METER AND PANEL AS MAY , 7. ALL WELDERS 5HALL BE CURREN7LY CERTIFIED. 7HE FOLLOWING ;5HELLAGR:ED, BE REQUIRED. FORM5 AND EARTH BY 5TEEL GHAIR5 OR TIES GERTIFICATION5 ARE ACCEPTABLE: NEW YORK 5TAT NEW YORK CITY 4. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH N.Y.5. CODE 6. FOLLOW C.R5.1. RULE5 FOR PLACING ALL REINFORCING 5TEEL AND DEPT. OF BU/LD1N55, OR TESTING LABORATORY CERTIFICATION TO THE AW5 4• FILL GRRACK5, HOLE5, IMPERFEGTION5 IN EX15T1N6 WALL5, PARTITIONS, OR AND ALL APPLICABLE LOCAL REGULATIONS. ACGE55OR1E5. CODE. GYFWM BOARD WITH PATCHING PLA57ER AND 5MOOTN GEF TO MATCH 5. CONTRACTOR TO EFFECT AND MAINTAIN IN5VRANGE, 1.E. CONTRACTOR5 7. CONTRACTOR SHALL 50MIT CONCRETE MIX REPORT WITH PAINT/NG ADJOINING 5URFAGE5 OR LAMINATE WITH/LAYER OF 1/2"GYP5VM BOARD LIAR/CITY,WORKMANS COMPENSATION, COMPLETED OPERATIONS, ETC. GOMPRRE55ION TE5T RE5ULT5 TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTHNE55,A5 PER ARGHITEGT5 INSPECTION. ADEQUATE FOR THE PURP05E5 OF 7H15 PROJECT AND FURN15H PROOF OF 57ARTIN6 FOUNDATION CON5TRUGTION. I ALL 5TEEL AFTER FABRICATION 5HALL BE THOROUGHLY GLEANED OF RUST, 5. WIPE NEW GYPSUM BOARD 5URFACE5 WITH A DAMP CLOTH.,UST PRIOR TO 5AME TO 774E OWNER PRIOR TO COMMENCING WITH WORK. 6. REPRESENTATIVE 7E5T GYLINDER5 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E HILL SCALE,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMER, IN ORDER TO LA Y'FLAT ANY NAP WHICH MAY /Ir 6. EACH SUBCONTRACTOR 5HALL 569M/TA COPY OF H/5 INSURANCE PLACED EACH DAY IN ACCORDANCE H/TH CONCRETE 5PECIFIGATIONS 5TEEL 5URFAGE5 SHALL BE 5HOP-PRIME9 H/TH ONE COAT OF METAL HAVE FORMED IN SANDING PROGE55. COVERAGE(WORKMAN5 COMPENSATION, LIABILITY,Dl5AB/LITY) TO TE5TING 5HALL BE PERFORMED AT 7 AND 28 DAY5. PRIMER,AND ONE GOAT COLOR TO BE 5ELE67FD BY OWNER. PAINT COATS .w APPIT10/1THE OWNER PRIOR TO COMMENCING WORK EACH SUBCONTRACTOR SHALL 9. ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BE7NEEN OUTERMOST 5HALL BE FULL hETT/NG,APPLIED THOROUGHLY AND EVENLY TO THE 6. •UPON COMPLETION OF PAINTING WORK: REMOVE ALL PAINT FROM WHERE IT 560MIT LIEN RELEASES PRIOR TO REQUESTING FINAL PAYMENT. CRO55 W/RE5 OF EACH 5HEET 15 NOT LE55 THAN THE 5PAGING SURFAACES.CES.OF THE SURFACES, AND FREE FROM SPRAY DUST RUNS OR SAGS. HAS D, SPLASHED„ OR SPLATTERED ON EXPOSED ADJACENT 7. CONTRACTOR SHALL AT ALL TIME5 PROCEED WITH WORK A5 TO MINIMIZE CRO55 WlRE5 P05 TWO INCHES, UNLESS OTHER4/5E 5HOWN ON THE 2 PRIMER 5HALL BE RU5T-0 LEUM 10(29 RIKT-INHIBITING PRIMER OR THE OWNER5 INCONVENIENCE,AND SHALL DO 50 /N A WORKMAN-LIKE DRAW/NG. APPROVED EQUIVALENT 5EGOND GOAT 5HALL BE RU5T-0-LEUM 1060, OR 7 EXAMINE FIN15H 5URFAGE5 AFTER COMPLETION OF WORK INCLUDING MANNER. APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED Wl1H "TOGChV/P"AS REQUIRED. 8. ALL SALVAGEABLE MATER/ALS AND EQUIPMENT INCLUDING FIXTURES, IO. ALL FOUNDA T/ONS 5HALL BE CAST ON UND/57URBI17 OR CONTROLLED FURN15HINC75 AND DECOR ITEM5 5HALL BE STORED AND PROTECTED FROM GOldPAG7FD SOIL HAVING A M/NINNM BEARING CAPACITY OF T1N0(2) TONS 3 AFTER ERECTION, TOUGH UP ALL FIELD GONNEGTION5 AND ABRADED 8. PROVIDE ARCHITECT WITH A MINIMUM OF(3)8"X ION BRUSH-OUTS OF EACH DAMAGE UNTIL THE OWNER DETFR111/NE-5 THE COURSE OF ACTION TO BE PER SQUARE FOOT UNLESS OTHERWISE NOTED(50.2E5T TO FIELD 5URC'FACE5 WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. COLOR AND FINISH FOR ARCH17ECT5 APFRROVAL,AT LE45T 2 WEEK5 PRIOR A5511REOA71ON5 TAKEN W/TN 5AME. INSPECTION AND VERIFICATION BY CONTRACTOR) TO 51 TE APPLICATION. ON-5/TE APPLICA TION5 5HALL BE REQUlREV ONE WOOD :JEEK PRIOR TO FINAL APPROVAL. ARCH17ECT RE5ERVE5 774E R16HT TO 4 PROTECT AND MAINTAIN EX15TIN6 UTILITY LINE5 WH/GH ARE TO //. MAXIMUM 57FP OF FOOTINC75 5HALL BE ONE VERTICALLY TO 7W0 AD16T ANY COLOR/FIN15H ONCE THE WALL 7F5T H45 BEEN HAVE A. AREA QTY. QUANTITY REMAIN IN SERVICE IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE EL.EVATION5 CHANGE. 1. ALL LUMBER 5HALL BE DOU6LA5 FIR LARCH N0. 2, FB = 675 P5/ FV= q5 SYMBOL DE5GR/PT/ON 5YMBOL DB5GR/PT/ON A.B. ANCHOR BOLT RAD. RADIUS THE5E LINES UNLE55 OMER415E NOTE9, ALL EXI5TIN6 UTILITIE5 5HALL BE P5/,E= 1,600,000 P51, MAXIMUM MOISTURE CONTENT<19�. q FIN15H UNDER5/DE OF 5OFF/T5(WHERE THEY O�GGURV TO MATCH ADJACENT A.G.I. AMERICAN R.D. ROOF DRAIN VERTICAL FIN15H, U.O.N CONCRETE RREGPT RECEPTACLE AL 7ERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE 12. ALL RETAINING A ALL5 5HALL BE ADEQUATELY BRACED DURING INSTITUTE RE1NF REINFORCING GOVERNMENTAL AUTHORITIES AND UTILITY GOMPAN/ES NAY/NG �1RlSD/GTION CON57RU6TION TO MAINTAIN 5AFE7Y AND 5TABILITY. BACKFILLING 5HALL 2. ALL STUD LUMBER 5HALL BE L20ZLA5 FIR LARCH 5W GRADE, FB = 675 /O INSTALL ELECTRICAL 5WJTCH AND OUTLET COVER PLATF5, 5URFACE A.D.A. AMERICANS Wl7N . NOT BE PERMITTED UNTIL CONCRETE H45 ACHIEVED 905 OF THE 5PEGIFIED P51, FV= 95 P5/,E = 1,400,000 P5/, MAXIMUM MOISTURE CONTENT t/9% D/5AB/LITIE5 ACT DN. DOWN 50 A5 TO GUARANTEE A GOMPLE7E INSTALLATION. HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OF WALL x 5ECTION TAO`SEE ELEVATION TAG- ADH ADHE5IVF DR. DOOR fl. CONTRACTOR 5HALL PROTFGT, PATCH AND REPAIR ALL EXISTING WORK DE510N 5TRENG7N. 3. ALL WOOD CON5TR)GTION 5HALL COWL YWl7H THE NATIONAL DE5I6N COVERIN65 AND CARPET DWG. X15 NOTED AFF ABOVE D l DETAIL X-X SEE DWG. X45 NOTED FINISHED FLUOR DWG. DRAW/NG ADJACENT TO H/5 hbRK, OR DAMAGED AS A RESUL T OF H/5 WORK. l3. ALL CONCRETE 5HALL ATTAIN A MINIMUM STRENGTH OF 3,000 P5/®26 SPECIFICATION FOR WOOD GONS7RUGTION,LATEST EDITION. • MODIFY EXISTING FLOOR'SURFACES, TO RECEIVE NEW FLOORING MATERIALS DWL5. DOWEL5 WHERE EXI5TIN5MATERIALS ARE TO BE MATCHED, GARS 15 TO BE DAY5 FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXPOSED TO ALT. ALTERNATE TO PREVENT NOTICEABLE LVMP5 AND DEPRE551ON5. ALUM. ALUM/NUM AL./ALUM. EA. EACH TAKEN IN BLENDING COLORS AND REPLIGAT/N6 ADJACENT FORMS AND WEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXPOSED TO WEATHER SHALL BE GGA TREATED IN ANOD ANODIZED ELF5. EXTERIOR CONTOUR5. ACCORDANCE WITH AFPA 5TANDAR05• 12. PARTITION5 AND M1LL.WOIRK TO RECEIVE 5TRA16HT RE51LIENT BA5E OR lN5ULATION l4. ALL CONCRETE REINFORCING 57EEL 5HALL BE IN ACCORDANCE WITH A57H A.N.5.I. AMERICAN FIN/5H 5Y57FM 12. BEFORE 5UBMITTING ANY PROP05AL, IT 5HALL BE THE RE5PON5/B/LITY A-615 GRADE 60 DEFORMED BAR5. „ „ CARPET, COVE RE5ILlEN7r BA5E AT RESILIENT FLOORING. U.O.N. x Ti�G- SEE DING. FIN15H TAG- 5EE FIN15H NATIONAL ELEGJ ELEGTRIG/-AL OF THE GON7R4GTOR TO FAMILIARIZE HIMSELF W/7N ALL EXISTING 5 ALL WOOD GONNEGTOR5 5HALL BE BY S/M 5061, TECO, OR LEGEND $ CEILING FIN. STANDARDS ELECT GONDITION5, MATERIALS TO BE MATCHED,WORKING 5PAGE AVAILABLE, APPROVED EQUAL. l3. 57AINED AND PAINTED 5tRFACE5 5HALL BE FIN15HED 51,CH THAT JOINTS x-x f�5 NOTED X-X INSTITUTE ELEV.%EL. EL.EI/ATION SAFETY PRECAUTIONS ETC. REQUIRED FOR THE SAFE AND EXPEDITIOUS IS WEL-DLI>HIRE MESH 5HALL BE IN ACCORDANCE W/TN ASTM A-165 ARE NOT VISIBLE WHEN VIEhED FROM ANY REASONABLE ANGLE. LEGEND APPROX. APPROXIMATE ENG. ENGINEERED 6. MEMBERS DE51GNA7ED A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR ARCH. ARCH/7FGT/ EXEGUT/ON OF 7N/5 CONTRACT. FAILURE TO DO 50 WILL NOT BE /6. ALL 5TRXTURAL MEMBER5 5HALL BE F'ObRED FOR THEIR RILL DEPTHS /N "LVL"5HALL BE MANUFACTURED/N ACCORDANCE W/TN SPECIFICATIONS BY 14. WALL COVER/NG 5EAM5 SHALL NOT OCCUR W/7N/N/"-O"OF CORNER5. -URAL EQ. EQUAL CA05E FOR EXTRA C05 T5 TO TME OWNER OR OWNER 5 REPRE5ENTA TIVES. ONE OPERA TION. CON570C TION JO/NT5 SUCH A5 A DA Y5 POUR JO/NTS �� AVG. AVERAGE EQUIP. EQUIPMENT CONTACT THE ARGHI 7EGT IM74EDIA7ELY IF FIELD CONDITIONS ARE 5HALL BE LOCATED IN THE MIDDLE OF THE 5PAN, MAIN REINFORCING TO LG�J/SIANA PACIFIC CORP. NO SUBSTIT�,��5HALL BE PERMITTED WITHOUT .APPLY FABRIC 50 HALL l5 DIVIDED Wl1H A MINIMUM NUMBER OF SEAMS, PLUMBING B.O. BOTTOM OF ETC. ETCETERA FOUND TO BE OTHER THAN THOSE 5HOWN HEREON PRIOR TO PROCEEDING RUN 7HRO'UGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE THE ENGINEERS APPROVAL. 17E5/GN STRESSES ARE AS FOLLOWS: FB = AND h17N EQUAL WlD7M PANELS,U.O.N. - - ELE1/ATION A6CE550RIE5 TAO- B0 BOARD EX/5T. EXISTING W/TH WORK AFFECTED BY 5AME. AGGREGATE FOR CHEM/GAL BOND. 2,950P5I, FV= 290P5/,E= 2,000.00OP5/ x-x 15 LOCATE IN7FR5EGTION5 OFDIFFERENT FLOOR FIN15H MATERIALS DIRECTLY BENCHMARK 5EE 1A66E550RIE5 BLDG. BUILDING EXP. EXP05ED /3. CONTRACTOR 5HALL VERIFY ALL D/MENSlON5 PRIOR TO 7. THE ARGHI7E6T 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER OF DOORS,U.O.N. B.F.P. BACK FLOW EXT EXTERIOR l7. NO HORIZONTAL JOINTS 5HALL BE PLACED IN WALL5 EXCEPT A5 5HOWN ON LEGEND PREVENTOR F.D. FLOOR DRAIN FABRICATION. THE DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER. VERIFICATION OF LOAD5 AND BEAM 5/T_E5 W/TM MFR. PRIOR TO ORPERING BLK. BLACK FON. FOUNDATION 14. DISCREPANCIES,ERRORS, OM/55/ON5,ETC., IN ANY PORTION OF THE AND MANUFACTURE. NOTIFY ARCH/7EGT OF ANY D/5CREPANGIE5, IN WRITING, 16• 50MIT CARPET 5EAMIN5 PLAN(POR BROADLOOM) TO ARCH17ECT PRIOR TO BLK6. BLOCKING FIN. FIN15H DRAWINGS WH/CH ARE AT VARIANCE WITH THE LAW ORDINANCES, RULE5 16. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL 5HOULD THERE BEA PROBLEM. ORDERING AND AT L E45T(4)PcEK5 PRIOR TO INSTALLATION FOR EXTERIOR FIN15H TAG- BR6. BEARING FIXT. FIXTURE ARCHITEGT5 REVIEW AX9 APFROVAL. ROOM ROOM NUMBERB77y BOTTOM FLR. FLOOR OR REGULATIONS,BEARING ON THE GONDIIGT OF THE WORK 5HALL BE BE NO MORE THAN TWO GONSEGUTIVE COLUMN DIM. OR 60 FEET 6• THE CONTRACTOR 5HALL BE RRE5PON5/BLE FOR COORDINATING ALL XXX TAO I-XI 5EE EXT. NATERIAL BIN BETWEEN FRZ. FREEZER REPORTED PROMPTLY TO THE ARCHITECT. REQUIRED 115PEGTION5 OF THE ROUGH AND FINAL FRAMING 17. METAL DOORS, CONVECTOR COVERS, FRAMES AND WALL5 A5 5PE6IFIED, LEGEND/517 E GAB. GAB/NET FT. FEET/FOOT 15. 1F CONDITIONS ENCOUNTERED DURING CON5TRUGTION DIFFER I4 CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR SETTING ALL ANCHOR TO RECEIVE A PAINT FINI.'5H 5HALL BE PAINTED A5 FOLLCP& FTG. FOOTING BOL T5 AND LEVELING PL.A7F5. G.v.1� COMPACTED 6A. GAGE'GUAGE FROM WHAT l5 SHOWN ON DRAW/NGS, THE ENGINEER 5HALL BE q, REFER TO DRAWING G5 2 FOR DE5/G��LOADS. GYP5UM: GRANULAR FILL NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PR06RE55 UNTIL 20. PROVIDE GONTIM)M6 2x6 TREATED SILL PLATE OVER TERMITE 5HIELD LATEX PRIMER GAL. GALLON FIRST GOAT G.J. CQNTROL JOINT GAL V. GALVANIZED ALL PROBL.EM5 ARE RE50LVED TO THE 5AT15FACTION OF THE TIED INTO FOUNDATION WALL5 WITH 5/6"ANCHOR BOLTS 3'-0"o.c. 0'-0" /0 ALL CONCEALED SPACES IN WOOD FRAMING 5HALL BE F/RE5TOPPE9 W/TM 5EGON9 COAT LATEX E665HELL DOOR TAO- PROPOSED INALL5 G.L. CENTER LINE C7.C. GENERAL ENGINEER. MAX. FROM ALL CORNERS)WITH 10"min EMBEDMENT. PROVIDE 51LL WOOD BLOCKING ACCURATELY FITTED. TO FILL THE OPENING AND ARRANGED THIRD COAT LrATEX EGGSHELL GL6. GE/LING CONTRACTOR TO PREVENT DRAFT5 FROM MOV/NG F:DM ONE 5PAGE TO ANOTHER. O 5GHEDULE REFER TO FLOOR GLO5. CLOSET 6D. GRA17E 16. ALL SUBGONTRAGTORS 5HALL BE RESPONS/BLE FOR FILING AND SEALER AND 6RG'UT SILL PLATE TO WALL. METAL DOORS FRAMES GONVEGTORS: DOOR SCHD. PLAN5 FOR 5/ZE CLI. CLEAR 6L. GLA55 OBTAIN/NG APPROVAL5 FOR THEIR WORK WHICH MAY BE REQU/RED. 2l. FLOOR 5LAB5 ON GRADE TO BE 4"FOURE9 CONCRETE WITH 6x6/1.4X1.4 GA. A PROVIDE BRIDG/NG 6'-0"o.c. MAX(50,'.ID OR CRO55 BRIDGING). FIRST GOAT LATEX METAL PRIMER COL. COLUMN GYP. 6YP5UM l7. ALL 5U5GONTRACTOR5 5HALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, HIRE REINFORCING AND STEEL TROkEL FINl5H. PROVIDE 1/2" SECOND GOAT LATEX 5EM1 C-LO55 ENAMEL GOND. CONCRETE H.G. HANDICAP TRAN5PORTATION, 5AFE6UARD5,ETC., A5 RREQU/RED FOR THE PROPER PREMOULL7ED EXPANS/ON JOINTING AT FLOOR SLAB AND FOUNDATION 12. NOTCHES OR HOLES FOR PlP/NG ETC. tri 57RGC711RAL FR.AM/NG 1 MEMBERS THIRD GOAT LATEX 5EM1 GLo55 ENAMEL GOND. CONDUIT ACCE551BLE EXECUTION OF THEIR WORK. PROPOSED DOOR CONN. CONNECTION H.G. HOLLOW CORE WALL. PROVIDE 2"(R7-10 min l RIG1D IN5ULATION 2'-0"EACH WAY (1=0R 5HALL NOT BE PERM/TIED. 16. PAINT 5HALL BE LATEX- INTERIOR FINI5HE5 TO COMPLY W17H LOCAL REFER TO FLOOR H.D. H/GH DEN51TY l6. ANY DEVIATIONS FROM THE ARCH/7FGT5 DRAW/NGS MUST BE SUBMITTED l�VINDOIN Tf�G- CONST. CONSTRUCTION HEATED 5PAGE5� BUILDING CODE AND 5HALL BE INTERIOR FIN15H GLA55 G FOR CORRIDORS O CONT. CONTINUOUS HDR. HEADER TO THE ARGHI7L-GT IN WRITING FOR APPROVAL. 13. DCGUBLE J9153 UNDER ALL PART/T1045 RUNNING PARALLEL WITH 771E J0/5T5. AND ROOMS. SCHEDULE PLAN514ND 5CHED. CONM. CONTRACTOR HOW. HARDWARE lq. EACH CON7RAGTOR AND SUBCONTRACTOR 5HALL BE RE5PON51BLE FOR 22. ALL 5LAB5 ON GRADE 5HALL HAVE 774/GKENING5,DEPRE551ON5, HDhID. HARDWOOD DOOR 5CHD. G.T. CERAMIC TILE MAINTAINING SAFETY ON THE JOB 5/7F DURING 774E CONSTRUCTION OPENINGS ETC. A5 REQUIRED OR A5 SHOWN HEREIN OR ON FOR SIZE H.M. HOLLLO��yy MET � - /4. ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE l4 INTERIOR FINI5NE5 5HALL. BE GLA55/FIED IN ACCORDANCE WITH SURFACE G.5.1. CONSTRUCTION GOIJTR:AGTOR5) PHA5E To COMPLY`W/TH THE REGULAT10N5 AND REOU/REMENT5 OF THE ARCHITECTURAL DRANINC75. HEADERS AND 7RIMMER5, FULLY JOINED W/TN 57EEL BRIDGES OR "TEC-05". FLAME RATING5 ALL FIIN15HE5 IN 7HE FROP05ED AREA TO BE INTERIOR 5PEGIFIGATION HT. HEIGHT OCCUPATIONAL SAFETY AND HEALTH ADMIN15TRA TION TH15 5HALL FIN15H GLA55 B. FINI5HE 5 MA7FRIAL 5HALL HAVE FLAME- SPREAD RATING INSTITUTE H.V.A.C. HEATING, INCLUDE,BUT ARE NOT LIMITED TO: PROVIDING ALL NEGE55ARY 23. PROVIDE POCKETS IN WALL FOR COLUMN5, BEAM5 AND 5LAB5. AIR MINIMUM BEARING ON WALLS OR BEAM5: 4"FOR 5LAB5 6"FOR BEAM5 /5. TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN GOLD 1A771E1� OF 26 TO 75 SMOKE 17ELiEL OPER 1?ATlN6 OF GLA55 B. PROPOSED CU CUBIC VENTILATION, , DBL. DOUBLE TEMPORZARY 5UPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO AND To PERMIT THE E5CAPE OF HEAT IN HOT WEATHER. VENTILATION OF CONDITIONING U.O.N. Qx REVI5ION TAA FIX77)RE5 FOR I. 150LAT ED GROUND THE THE IN5TALLATION OF MEW 5TRUG7URAL ELEMENT5,A5 WELL A5 ATr/C AND CRAWL 5PACE5 15 REQU/RED. BLOCKING AND BRIDGING SHOULD 2O ATTACHMENT AND ADHE51VE5 FOR INTERIOR LOCATIONS,WHICH WILL DEC. DEGREES INCHES ADEQUA TE AND PROPER BARRICADES, RRA/L/N65, LIGHTING, 5TA/R5, ETC. 24. TOP ELEVA TION OF 5LAB5 5HALL VARY ACCORDING TO FIN15H FLOOR BE ARRANGL9 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. PR017UGE PRODUGT5 MORE TOXIC 7MAN TH05E GIVEN OFF BY"D OR DIM. DIMENSI1O0N FUTURE DIA. DIAMETER INCL. INCLUDE/ED REQUIRED TO PROTECT THE WORKMAN, 011NER5 PERSONNEL AND MATERIAL. 5EE ARCHITECTURAL DRMINC75. PAPER WHEN DEGOMP0511NG OR BURNING WILL BE REX-67ED. INFORMATION IN5UL. 1N5ULATION INFO. OTHERS FROM IN-MY'DUE TO C0N57RUGT10N WORK. PROV/DE FREE 16. ALL CATHEDRAL GE/LINC75 5HALL HA VE CONTIMIOU5 VENTILATION FROM 2/• //E{y OR MODIFIED GON57RGCT10N 5HALL BE FINISHED AS PER OhTIERS' 1N57L. IN5TALLATIOW 25 IN ANY APPROVED CON5TR 6TION JOINT PROVIDE 2 X 4 KEY MIN. AND 24 INT. INTER/OR AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND � EAVES TO RIDGE. SIZE INSULATION AGCORD/NGLY. PROVIDE 3/4"dia. VENT SELECTIONS IN AGGORDAINGEWl7H MANUFAG7URER5 P1BL15H177 COMBO CARBON MONOXIDE � J-BOX ,rtINCTION BOX IN5TALLED FACILITIES WHICH ARE TO REMAIN. BAR DIAMETER LAP(16"MIN)OF REINFORCING, EXCEPT FOR 5LAB5 ON 5ELECT IONS I NS. 5MOKE DETECTOR 5HALL BE 5MOKE DETECTOR REQ77. REQUIRED HOLE5 A5 NEEDED THRU 5KYLlGHT FRAMING TO MAINTAIN CONTINUOUS JST. JOIST GRZADE. 5HALL BE HARDIHIRED JT. JOINT RM. ROOM 20. F16URED DIMEN5/ON5 5HALL GOVERN 5MALL 56ALE DRAININ65 WHERE VENTILATION. tasv HARDWIRED TO CENTRAL O IN 5UPPLIER R.O. ROUGH OPENING D/MEN5/ON5 ARE E57ABLI5HED BY CONDITIONS. IFEX/5T/NG EACH 26. 5LAB ON GRADE 5HALL BE POURED IN 57R1P5. GON57RUGTION OR CONTROL TO CENTRAL SYSTEM R.T.U. ROOF TOP UNIT .10/NT5 5HALL HA1/E A MAXIMUM 5PAGING OF 30'-0"IN EITHER DIRECTION. l7. DOUBLE J0/53 UNDER ENTIRE BATHROOM. AREA UNLE55 OTHER 15E N07F9. 5Y5TEM WI TH BATTERY LAM LAMINA TE SAN. SANITARY CONTRACTOR 5HALL MEA5URE EXISTING CONDITIONS PRIOR TO ORDER/NG WI TH BATTERY BACKUP LAV. LAVATORY MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT. BACKUP LB5. POUNDS 5G. 5OLIP CORE MATERIALS AND COMMENCING W/TN HORK. I6. THE CONTRACTOR 5HALL INCORPOR ATF ALL REQUIRED 57RAP5,ANGLE5, 5CHEDU . L.E UPPORT5, ETC. A5 MAYBE REQUIRED FOR PROTECTION OF 5TRC17/RE L.F LINEAL FOOT SGHD2/. GENERAL CONTRACTOR AND H/5 SUBS ARE RE5PON5/BLE FOR ALL LAY- 27 ALL WALL AND PIER FOOTINGS 5HALL BE M/N/MUM l2" THICK AND PROJECT TIE5, 5 L I ST O 17 1 I G 5 L.P. LOW POINT 5EGT. 5E5TION OUT WORK, INCLUDING 5PECIFIE9 LAY-OUT DRAW/NG5 A5 REGU/RED. 6"M/N/MUM BEYOND ALL FAGE5 OF WALL5 AND FIER5 UNLESS OTHERWISE FROM FORGE5 OF NATURE. TH15 INCLUDES: ROOF TO ROOF ROOF TO WAL.L5, MAIL. MATERIAL 5F. SQUARE FLET GENERAL CONTRACTOR 5HALL COORDINATE RE5PEGTIVE 966CONTRACTOR5 NOTED. WALL5 TO WALL5 AND WALL5 TO FO(i7v'DATION. THESE FA57FNER5/TIE5 MAX. MAXIMUM 5HT. SHEET 50 A5 NOT To CAU5E UNDUE HARD5H/P,DELAY AND INTERFERENCE HIF14 5HALL BE A5 MFRV BY 5IMP50N OR APPROVED EQUAL. MEGH. MECHANICAL 5/M. 51MILAR 26. GROUT U5E9 5HALL BE NON-FERROU5 NON SHRINK GROUT BY IN-PAKT AND G G5-1 GENERAL NOTES LEENDS, 12RAXING L/5T, AND MFG. MANUFA67URER 5M. 5MAL L CONDUCT OR WORK 5HALL ATTAIN A 57REN57W OF 4,000 P51 IN 7 DAY5. MIN. M/N/MUM 5PEG5. 5PEGIFIGATION5 22 CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY 7N/5 WORK FROM THE l9. ALL FA57FNER5 FOR R'RES /RE TREATED LUMBER TO BE HOT GALVANIZED. ABBREVIATIONS MI5G. M/SGELLANEOU5 50. SQUARE 5/7E AND DISPOSE OF 1N A LEGAL MANNER ON A WEEKLY BA515 OR 29. ALL SLAB TEMPERA 7VRE REINFORCEMENT TO BE FIBERME5H CONCRETE MM. MILLIMETER 50. FT SQUARE FEET 50ONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFAG711RED BY FIBERME5H CO. OR APPROVED PP-1 PROP05ED PLOT PLAN AND 5/TE DETAIL5 MR MOl57VRE 55, 5/5 5TAINLE55 57EEL EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE To RE515TANT 23. AT THE COMPLETION OF WORK, THE 517E 15 To BE CLEARED OF ALL MTD. MOUNTED 57D 5TANI7ARZD DEBRIS AND EXCESS MATERIAL5. THE FACILITY 15 TO BE LEFT BROOM MANUFAG7URER5 SPEGIFIGATlONS. �-0.I CODE COMPLIANCE NOTES AND DETAIL5 Ma METAL STC. STEEL GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FACTION A-0.2 TYPICAL DETAIL5 N.I.G. NOT IN CONTRACT 5706T. 57RUGTUREI AL OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. NOM. NOM/NAL. 5UPPL. 5UPPLY/-IE9 NOANUM. NUMBER 5U5P. 5U5PENDE9 24. THE ARCH17ECT HA5 NOT BEEN RETAINED FOR ADM/N/5TRATION OF THE 57EEL N.5.F. NATIONAL T/ TOP OF CON5TRX TION OF TH15 PROJECT SANITATION T9 7HR000H BOLT /. ALL 57EEL FABRICATION AND ERECTION 5HALL CONFORM TO A15C FOUNDATION T$B TOP $ BOTTOM 25. CONTRACTORS 5HALL COOPERATEW/TH ALL OTHER TRADE5 AND MERE 5PEGIFI6AT10N5 FOR 5TRICnRAL 5TEE1,LATEST EDITION. A-1 PRO 05ED FOUNVAT/ON I'LAN N75. NOT TO 5GALE Te C7 TONGUE $ GROOVE REWRED INSTALL ALL BUILT-IN WORK, 5LEEVE5, IN5ERT5,ETC., A5 O.A. OVER ALL TEMP. TEMPERED REQUIRED FOR A COMPLETE JOB. 2 ALL 57RIGTURAL 57FEL 5HALL BE A5TM A 36,EXCEPT 5TRX TURAL 7UBE A-2 PROP05ED FIRST FLOOR PLAN O.G. ON CENTER T,-P TYPICAL OPNG. OPENING U.L. UNDERWRITERS 26. 5EE N.Y.5. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED k009 WH/GH SHALL BE A5 7M A500 GRADE B. AND STRUCTURAL PIPE WHICH 5HALL A-B PROPOSED 5E60ND FLOOR PLAN OPT OPTIONAL LABORATORIE5 FRAME NAILING SCHEDULE. BE A5 TM A50/. OPP. OPP051 TE W. UL TRA VIOLET A-4 PROP05ED NORTH AND 5OUTH ELEV AT/ON5 PL. PLATE V. VOL TNOLTAGE 3. ALL 57R)C7URAL 57EEL USED A5 EXTERIOR WALL LIN7EL5 5HALL BE A-5 PROP05ED XE5T AND EA5T ELEVAT/ON5 PLMB. PLUMB/NG VB. VAPOR BARRIER GALVANIZED. PL YIND. PL YWOOD V.P. VENT PIPE %MSIOWSlJ1 M S9ONS DRAWING TM-E- A-6 PROP055D 5E6 T/ON5 PNL. PANEL VERT. VERTICAL _. DAM DESCRPTM PR. PAIR W w/o W/TH/W/THOUT %= PREP. PREPARATION/ A,' 7110118 PRtUMV1ARY GFJ`IERAL NOTFt/, LEGF_/'IDf r;r 7/24118 UPPATL P.S.R=. POUNDS PER �W WINDOW PREPARED Y 8mm roarLIAG DRAWING Lj/T AJNP APJPJREVIATIO/`I/' u�. SQUARE FOOT N.H. WATER HEATER INP. WATER PROOF ;✓ `I I P.5.1. BARE PER WT. WEl6HTINCH PT. PART/PO/NT Whl F. WELDED WIRE ` . . <!i CAD FILE NAME PVMT. PAVEMENT FABRIC 1939_CJ Ol N E M S C H I C K S I LVE RMAN ARCHITECTS PRO,ECT TITLE: DATE: NSA PROJECT +: "...the business of ARCHITECTUREvmw� ,/1RIC0 REUIUMCE 7/2/18 18-1939 ------- ------ - 665 MOOJE TRAIL SCALE: DRAWNG NO- CUTCHOGUE, NY 11935 160 MAIN STREET, SUITE 200 - - - -------- LLOA< A-ff f��WN SAYVI LLE, NEW YORK 11782 DISTRICT: SECTION BLOCK LOT: DRAWN BY: cy- Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com a COPYRIGHT 2018 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 105 04 47 6Kf LOT 10 N 13054947" W 276.009 VICIIV/TY MAP — — n NEW DRYWELL. ; 4 SEE DETAILS `^ vJ D \� r M � STAIR TO rl � y�uB.l�c r 5/rE .. SEPTIC TANK / BA5EMENT n In `r BY OTHERS ;- 5.T ,':<. -.„27.5 q , ht j O , p NEW DECK ; L.P. :.:. .. w ,� _". M L EAG H/NG :. • POOL BY � NEW DECK � , D . y� .. NEW -- H p5ou4 d." , ,. ROOM AND DECK .. 4 "a - c L - T O 9 . , , SO O R.Y. NEW _ ry f t .. � PROPOSED W S6-OAl " o o :.,. \ GE ARA � �:,"." .;.; " 50-0 FY. \ O , - Lot de:3,Rd t; - x`. .X O \ 26' _ O �� �� SI T l� A T/A �I (D.W./ = T 1 . � NEW DRrkaL. `.J SG7N1# 1000-10304-47 7/1-73.01T HOLE (i� NEW DRYWELL• PROPERTY ADDRESS: 6655 M005E MAIL GUTGHOGUE, NY!1/935 N SEE DETAIL 2, TH15 5HEET. �D%�/ 5EE DETAIL 2, b w ZONING Dl5T R-40 MGDONALD GEOSGIENG�E 10113115 THI5 5HEET. • PERMITTED PROP05ED P DARK LOAM OL N IN LOT 5IZE.• 40,002 5F EXI5TIN6/NO CHANGE- 40,002 5F R = LOT WIDTH: 150 FT EX15TIN6/NO CHANGE- 145 FT d; z BROWN 51L T ML �--I LOT DEPTH: 276 FT* EX15T1N6/NO CHANGE-276 FT 31 �y—V7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT YARDSETBAGK: SOFT 56 Fr d' SIDE YARD: 15 FT 23 FT �--i . �- �. 5 RDS: 35 FT 81.50 FT 276.00 REAR YARD: SO 165.50 Fr S 14006937" E LIVABLE FLOOR AREA: 6 5S0 SF PALE BRO{NN LITTLE NECK OAD PLOT PLAN INFORMATION BA5ED ON 5URVEY, MAXINLO PERMITTED DIMENSIONS: FINE SAN1D SP Lor COVERAGE(PERCENT) 206' 43K q DATED JAN 31,2010, PREPARED BY.• BUILDING HEIGHT 35 FT 26'-II'/¢"FT JOHN T. MEWL-ER LAND 5UR'UEYOR AT 5TORIE5 2112 2 PECONIG 5URVEYOR5 P.G. 1230 TRAVELER 5TREET *NONCONFORMING LOT REQUIREMENT5 FOR 20,000 TO 34,99'4 5.F. AREA PER 260-124B. SOUTHOLD, NY 1147/ — BUILDING AREAS: 17� NO {NA T NOTE: EIQ ®� PROVIDE MIN OF lO FT. BETiWEEN WATER CELLAR FIRST FLOOR SECOND FLOOR ENGOUNTRED LINES AND SANITARY POOLS. LIVABLE AREA 1,154 I,Z�O l,IS4 PATIOS/TERRACES/DECKS 255 GARAGE --- 640 --- STCR14 ATER RETENTION CALCULATIONS U5E MATERIAL AREA (5.F)X RUNOFF COEF. = EQUIV. DRAIN DE516N X DE5/6N RAINFALL = DE516N VOL. (C'.F) 50LID CA5T IRON MANHOLE ROOFING A5PHALT 2647 5.F. X l.0 X 0.16 = 464 AREA l C.F 5TORA6E REQUIRED = 464 USE(2)DRYWELLS b'-0"DEEP FRAME AND LID WITH TYPE "F" LOCK(4/0)LB NEEHAH FOUNDRY 5HINOLE 5TORA&E CAPACITY OF 6'DIA. RING =4224 6'DIAMETER RING = 12 V.F. R1422 TO GRADE AREA l V.F. OF 5TORAGE REQUIRED =10.46 V.F. PVC 5DR 35 PIPE. 5EE �,R,gpE PRECAST GONG. MANHOLE 5/7E PLAN FOR 51ZE _ PREGA5T 50L/9 FLAT TOP DRIVEWAY A5PHAL T 1230 5.F. X/.0 X 0.16 = 146.6 AREA / C.F 5TORA6E REOU/RED = 146.6 115E(/)DRYWELL5 5'-0"DEEP 0 0 0 0 0 5TORA&E CAPACITY OF 6'DIA. RING =4224 6'DIAMETER RING = 5 VF 6"PRECAST TRAFFIC BEARING EM 0 0 a 0 5LAB TOP- 4000 P.5.1.-REINF AREA l VF OF STORAGE REQUIRED =4.66 V.F. O O O 0 O MIN 24"CRUSHED 5TONE OR PRG7VlDE 2'-0"MIN SAND o 0 0 0 _ ` GRAVEL ON ALL 51,9E5 COLLAR AROUND RING -7 17-1RING TO RE5TON UNDI5T. 501L • ' W/A MIN. BEARING CAPACITY z :. :•:' ,t'ti .a. OF 2 TON5/5.F `•'' '�� PRE6A5T RING- 4000 PSl RE/NF- TYPICAL SGALIE N.T.S. REMSIONSISUBMSSIONS: DRAMING TITLE DATE DESCRpiIott % 7/10A8 PZLIMVARY PROQ, /�D PLOT PLA/I 7124/18 UPDATL 8/17AB ifimrorzmm APIPYITE DETAIL/' o CAp I E NAME 1959 PP01 PROJECT TITLE DATIE NSA PROJECT NEMSCHICK SILVERMAN ARCHITECTS JIRICO RVI)MCL 7/2/18 18-1959 "...the business of ARCHITECTURE." _ - 665 MOO-/T-TRAIL Aff, 14 5A In -- ---- : -- - SCALE: DRAWNG NO. CUTCI�OGUE, NY 11955 160 MAIN STREET, SUITE 200 A-ffHOW11 SAYVILLE, NEW YORK 11782 DISTRICT: SECTIOPt BLOCK LOT: DRAWN BY: ._.. one : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2018 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 105 04 47 PJIS/ w DE516N LOAD CRITERIA PER 50. FT.: NOTE: FOUNDATION ANNOTE: LIGHT AND VENTILATION REQUIREMENT5 NAILING SGHEI:;�UL.E: PE8.2010 51DENTIAL--G0 OF NEW YORK STATE PER 20 ORK-SATE I=F-R THE: 2001 TA5LE: 5.1 SECTION 8403.1.6 SECTION 8303 LOCATION LIVE DEAD DEFLECTION JOINT IDESGRIPTION NUMBER OF NUMBER OF NAIL SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH COMMON NAILS BOX NAILS DATION WITH ANCHOR BOLTS. BOLTS SHALL BE AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 , ► N�41L.ING STR?.PPING 77 AT FIRST FLOOR 40# 10# 36 FOUNDATION I EXTERIOR WINDOW / DOOR HEADER5 MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. RAFTERS TO TOP PLATE I(TOE-NAILED) (SM TABLE 3 .4 A) (5M TABLE 3.4 A) PER RAFTER SEG. FLR. 30# 10# L/360 INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS CEILING JOIST TO TOP PLATE(TOE-NAILED) (5E TABLE 3 .4 A) (SM TABLE 3.4 A) PER J015T NAILING SCHEDULE '5': (AS PERw-cm 2001) MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 5 .q A) (SEE TABLE 5 . q A) EACH LAP "OPENING izEau1REMENT5 FOR wlNDow oPEN1NGs ATTIC 20# 10# L/240 ROUGH NOTATION A B c a E INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAILED) (SEE TABLE 3 .q A) (SEE TABLE 3 . q A) EACH LAP ROOF 30# IS# L/240 NS AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3 .6 A) (SEE TABLE 3 . 6 A) PER TIE -0. 2 0)2x4 THE PLATE AS PER 2010 RE51DENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH BLOCKING TO RAFTER(70E-NAILED) 2-8d 2-lod EACH END 4,-0, 4 (1)2x41 2x6 2 2 2 D ' YORK STATE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE AGGREGATE GLAZING AREA IN NINOON5 OF NOT LESS RIM BOARD TO RAFTER( END-NAILED) 2-I6d 3-Ibd EACH END -0 6 2X4 OR 3 s 5 TYP.PRwIDERAFTERro ( x 81-0. 8 2X4 OR 2X6 9 IN6 ATTACI WEN :;'"" 10-0 10 2X6 3 2B AND THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE c E ALIGNED OR RAFTERS AND SPACED 6'A5 PER TABLE 3.2A, TABLEKIN65 TO TES ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS . . , „ " �. .," 1 �". ,.;,.: ��:;... " 12'-0' IZ (2J 2X6 5 5 5 g PLA PER 2010 RESIDENTIAL GODS OF NEW YORK STATE TABLE 8301.7 TABLE 3.2G PER W.F.G.M. 2001 OPENABLE. TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-Ibd 2-Ibd PER Fool NOTATIONS; 4. GLAZED AREAS SHALL NOT BE REQUIRED WHERE TOP PLATES ® INTER5EG7ION5(FADE-NAILED) 4-I6d 5-16d JOINTS-EACH 51DE A.NUMBER OF 80 NAILS AT EACH END OF STRAPPIN55 STRUCTURAL MEMBER ALLOWABLE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION 5TUD TO 5TUD (FACE-NAILED) 2-I6d 2-I6d 24"O.G. B.NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) G.NUMBER OF FULL HEIGHT KING 571)05 AT EACH 510E OF HEADER F , L = SPAN LENGTH, H - SPAN HEIGHT DEFLECTION NOTE�Cl_QTHES DRYERS EXHAUST REQUIRED SYSTEM ARE PROVIDED, WITH A MINIMUM VENTILATION HEADER TO HEADER (FACE-NAILED) Ibd Ibd I6'oc.ALONGEDGFs a.NJMBEROFIbDNAILS END-NAILEDTHROUISHADJAGENTKIN6STUD PER O10 RE5IDEN �ODE_OF�N YORK STATE RATE OF 50 GFM FOR INTERMITTENT VENTILATION OR TOP OR BOTTOM PLATE 70 5T11D (END-NAILED) 2-I6d 2-I6d PER 2 X 4 STUD END OF HEADER AT EACH SIDE RAFTERS HAYING 5LOPE5 GREATER THAN SECTION'M1502 3-I6d 3-Ibd PER 2 X 6 5TLO E.NUMBER of JACK WADER S)EACH END of HEADERS 3/12 WITH NO FINISHED CEILING ATTACHED L/180 20 CFM FOR CONTINUOUS VENTILATION. VENTILATED (Assur¢DouBLEHEADERS) 4-I6d 4-I6d PER 2 X 8 STUD F.NUMBER OF 16D NAILS END-NAILED THROLLSH ADJACENT JACK STUDS JACK5 AND KINGS AS TO RAFTERS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY BOTTOM PLATE TO FLOOR JOIST,BANDJO15T,EOJ015T 2-I6d''2 2-I6d 1.2 PER FOOT TO END OF SIW5)AT EACH 51DE(DOES NOT APPLY TO DOORS) SHOM TYR.DETAIL a LEFT INTERIOR WALL5 AND PARTITIONS 180 ALL OTHER SYSTEMS. TO THE OUTSIDE. OR BLOCKING (FACE-NAILED) H ;< / :.: SHA CONVEY THE OC,�I�..� �2. 1�I c.'� SYSTEM11;1 <" 2. DRYER EXHAUST LL ;� : 170 � 1�001� s7"R�41�1�'lNG FLOORS AND PLASTERED CEILINC75 L/360 M015TURE AND TERMINATE TO THE OUT5IDE OF THE NOTE: EMERGENCY E50APE AND RESCUE EGRE55 JOIST TO 5U.L,TOP PLATE OR GIRDER (TOE-NAILED) 4-5d 4-I0d PER JOIST NOTE: BUILDING. BRIDGING TO J015T(TOE-NAILED) 2-8d 2-I0d EAGH END ALL STRAPPING TO BE I-1/4'40 GAUGE STEEL OR L/240 3. EXHAUST DUCT TERMINATIONS SHALL BE IN OPENINC75 REQUIRED PER-•20t6-RE5IDEN�4L�9DE--9FSIMPSON'EMNALENT-c520(CO1LEDSTRAP) ALL OTHER 5TRUCTURAL MEMBERS BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END (ALL STRAPPING SHALL BE INSTALLED PRIOR r0 SHEATINIS) ACCORDANCE WITH THE DRYER MANUFACTURER'S NEW YORK STATE SECTION R510 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d 4-I6d EACH BLOCK EXTERIOR WALL5 WITH PLASTER OR H/360 INSTALLATION INSTRUCTIONS. LEDGER STRIP To BEAM I(FACE-NAILED) 3-I6d 4-I6d EACH J015T STUCCO FINISH 1. BA5EMENT5 WITH HABITABLE SPACE AND EVERY J015T ON LEDGER TO BEAM(TOE-NAILED) 3-6d 3-IOd PER J015T EXTERIOR WALLS-WIND LOADS WITH L/240 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 5LEEPIN6 ROOM SHALL HAVE AT LEAST ONE OPENABLE BAND J015T TO JOIST(END-NAILED) 3-I6d 4-I6d PER J015T BRITTLE FIN15HE5 TERMINATION. EMERGENCY E50APE AND RESCUE OPENING ABOVE AND BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6d' 3-I6d PER FOOT - IND LOADS WITH 5. EXHAUST DUGT5 SHALL NOT BE CONNECTED W TH EXTERIOR WALLS W L I E OW GRADE A MINIMUM NET CLEAR OPE I G O 5. ; . >; / B L200 afEWr? I"-►11C�,.,;-;.. ;;;, . :. n., " -77,77 RAG TIE AIGR055 EAM SPLICE FLEXIBLE FINISHES SHEET-METAL SCREWS OR FASTENING MEANS WHICH BEAM SPLICE SQ.FT. AND A GRADE FLOOR OF 5 SQ.FT.. DE51GN BY OTHERS EXTEND INTO THE DUCT. STRUCTURAL PANELS 8d lod (SEE TABLE 3 .8) �----SIN6LE PORTAL SYSTEM 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A 2• EMERGENCY ESCAPE AND RESCUE OPENIN65 SHALL DIAGONAL BOARD SHEATHING -______ DOUBLE PORTAL SYSTEM MINIMUM UNIFORMLY D15TRIBUTED LIVE LOADS HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE I" X 6" OR I" x 8" 2-8d 2-10d PER SUPPORT PER 2010 RESIDENTIAL GODS OF NEW YORK STATE TABLE 8301.5 BAGKDRAFT DAMPER. THE FLOOR. I" X l0" OR WIDER 3-8d 3-IOd PER SUPPORT -- ____ 1. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM - - 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 , ., .., , , " " :" . :: ;_. "; � �.� �,:." • I/ --- 0.016 INCH-THICK RIGID METAL DUCTS, HAVING SMOOTH GEILwINO t-fE:A7, 1 USE LIVE LOAD INCHES. I 1 LSTgAP ((MIINTERIOR SURFACES WITHJOINTS RUNNING IN THE GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD , , AT BETO i'05`f /1 HEADER 5EE PLAN \ 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 I . ..." : "... . I I 1 OW. Y�I L.L:" NC-� I 1 i DIRECTION OF AIRF \ DIRE FL OA. r: - ,:: ;� � �� ; MIN. 16 4 MA EXTERIOR BALCONIES 60 8. FLEXIBLE TRAN51TION DUCTS USED TO CONNECT THE / 5. OPENING5 SHALL BE OPERATIONAL FROM THE INSIDE STRUCTURAL PANELS Sd IOd (5EE TABLE 3 .q)" DECKS 40# DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. FIBERBOARD PANELS (3)-LTP4 AT 5UPPOR " I / I P05T TO 5TRONG-NAL ; 16 4 MAX.- (b. LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN 6. A DOOR OPENING HAYING A THRESHOLD BELOW THE 7/16 bd - 3 EDGE/b FIELD I I P05T A-0 ,01 PA55ENGER VEHICLE GARAGE5 50# LENGTH AND SHALL BE L15TED AND LABELED IN 25/32" ad - 3" EDGE/6" FIELD ; -- ADJACENT GROUND ELEVATION SHALL HAVE A 1 I HEADER SUPPORT P05T ACCORDANCE WITH UL 2158A. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE/ 10 FIELD , /WITHOUT STORAGE 10# BULKHEAD ENCLOSURE WITH NELL5 BEING A MINIMUM HARDBOARD 8a ed (sEE TABLE 3 ,q) 1 , (DE51GN BY OTHERS)- A7105 a. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CLEAR AREA OF ll 5Q.FT.ANO A MINIMUM HORIZONTAL I Jill CONSTRUCTION. PARTICLEBOARD PANELS 8d ad (SEE TABLE 3 .q) , ATTICS WITH LIMITED 5TORAGE 20# PROJECTION AND WIDTH OF 36" AS PER SECTION 310.3 DIAGONAL BOARD SHEATHING ; �� ; COLUMN BASE 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I : I (DE51 GN BY OTHER- 5�� EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE I" x 6" oR I" x 8" 2-8d 2-lod PER SUPPORT , \ , _ ROOMS OTHER THAN 5LEEPING ROOMS 40# I" X 10" OR WIDER 3-8d 3-Iod PER SUPPORT ; ,Y DRYER LOCATION TO THE WALL OR ROOF TERMINATION. :- NOTE: WIND DESIGN PRESSURE FOR EXTERIOR WINDO 5 HEAT 1 # II. THE MAXIMUM LENGTH OF THE DUCT SHALL BE LCDO - ``"' 5LEEPING ROOMS 30 GLA55 DOORS AND ANCHORING PER 201 AL REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 STRUCTURAL PANELS STAIRS 40# FEET FOR EACH q0-DEGREE BEND. O W YORK 5 - C 9N-8613 Ill OR LESS ad Iod 6" EDGE/ 12" FIELD 12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES I. EXTERIOR WINDOWS, GLA55 DOORS AND ANCHORING GREATER THAN I" loa I6d 6" EDGE/6" FIELD GUARDRAILS AND HANDRAILS 200# NOT INCLUDE THE TRAN51TION DUCT. SHALL BE DESIGNED TO RE515T THE DESIGN WIND DIAGONAL BOARD SHEATHING 1"i VOR I" 18" 2-8d 2-I0d PER SUPPORT LOADS SPECIFIED IN TABLE 8301.2(2) AND 15 TO BE I" x lo" OR WIDER 3-8d 3-I0d PER SUPPORT ADJUSTED FOR HEIGHT AND EXP05URE WITH TABLE I. NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT PANEL ED6E.IF INALL 5FEATHIW7 15 NAILED 3 INCHES ON-CENTER AT THE PANEL (51MP50N 5TRONG-TIE L5TA) MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE E06E TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEM5ER5 SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,5UGH AS SHEAR PLATES, 8301.2(3). PER 2010 RESIDENTIAL CODE OF NEW YORK `SHS BE USED TO MAINTAIN THE LOAD PATH. I. IN5TAP. HEADER STRAPPING @ EACH END AS REQ'D PER THE NFGM 2001 TABLE 3.5 . FOOT OF HORIZONTAL PROJECTION NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 2. WHEN WALL 5HEATHIN6 15 CON IWOJ9 OVER CONNECTED MEMBERS,THE TABULATED NMER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. PER 2010 RE51DENTIAL CODE OF NEW YOLK STATE TABLE 8301.6 PER 2010 RESIDENTIAL CODE OF NEW YORK STATE STATE SECTION R301 3. ALL TABLES ARE REFERENCED Tf0 THE WOOD FRAME GON5TRCTION MANUAL.2001 EDITION TRIBUTARY LOADED SECTION R301.2.1.2 NOTES: NOTE: ASPHALT SHINGLE INSTALLATION PER°`�O-TO�ESIDEN9D_E._OF NOTE: FLOOR SYSTEMS PER W.F.G.M. 2001 5BG SECTION �� 6" DIAMETER AREA IN 5QUARE FEET FOR 2•,1.3.2 - FOR SPANS OVER 4' WIDE, HEADER WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS NEW YORK STATE SECTION R105 ROOF SLOPE ANY STRUCTURAL MEMBER OF 1/16" AND A MAXIMUM 5PAN OF 8 FEET SHALL BE I. 'FLOOR CANTILEVERS AND 5ETBACK5 SHALL NOT REQUIRES 2 MIN. SOLID BEARING AT EACH END DOWN TO FLOOR OR 0 TO 201 TO OVER PERMITTED FOR GLAZED OPENING PROTECTION IN ONE I. ASPHALT 5HINGLE5 SHALL BE FASTENED TO A 50LIDLY SHEATHED EXCEED THE DEPTH d OF THE JOIST FOR LUMBER .. W BOTTOM PLATE. "_` .,; REFLEICTIVE WHITE OEGK. JO15T 5UPPORTING LOAD BEARING WALLS AND SHALL 200 600 600 - AND TWO - STORY BUILDING5. PANELS SHALL BE REFLECTIVE RED - I/2 PLYWOOD SPACERS ARE USED PANTONE#187 PRECUT AND LABELED WITH ITS LOCATION OF USE, 2. ASPHALT 5HINGLE5 SHALL BE INSTALLED ON A ROOF SLOPE OF NOT EXCEED L/4 FOR LUMBER J015T 5UPORTIN6 WITH 2x MEMBERS TO MATCH 2x4 OR FLAT OR R15E LE55 THAN 4 PER FT. 20 16 12 WITH ATTACHMENT HARDWARE PROVIDED AS PER 2010 (2:12) UNITS OR GREATER. NDN-LOADBEARING WALL5 NON 5HEARNALL5. 2x6 STUD WIDTH. RESIDENTIAL CODE OF NEW YORK STATE TABLE 3. UNDERLAYMENT SHALL BE APPLIED 5HIN6LE FASHION, PARALLEL TO - HEADERS TO COMPLY WITH TABLES R15E 4 PER FT. (1:3) TO LE55 R301.2.1.2 OR SHALL BE DESIGNED TO RE515T THE AND STARTING FROM THE EAVE AND LAPPED 2 INCHES AND FASTENED3.22A AND 3.225 OF NFGM 2001 THAN 12 " PER FT. (1:1) 16 14 12 COMPONENTS AND CLADDING LOADS DETERMINED IN SUFFICIENTLY TO HOLD IN PLACE. HEADERS (2) 2x6F_(2) 2x8 (2) 2x10 (2) 2xi2 ,,. 4. END APS SHALL BE OFFSET BY 6 FT. SUPPORTING: CAN SPAN: ` �� ACCORDANCE WITH THE PROVISIONS OF THE BUILDING L R15E 12 PER FT. (I:I) AND I 12 12 GREATER CODE OF NEW YORK STATE. 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINDS GREATER ROOF ONLY 4' to 6' 6' to S' S' to 10' 10' to 12' THAN 110 MPH. SHALL BE SECURED WITH GORRO51ON-RE515TANT 1 STORY 4' 4' to 6' 6' to 8' 8' to 10' FASTENERS IN ACCORDANCE WITH MANF. INSTALLATION INSTRUCTIONS. ;w 2 5TORIES - - 4' to 6' 6' to WIND-BORNE-DEBjI PROTECTION FA5TENIN6 NOTE: GARAGE FIRE SEPARATION FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT FARTHER . GHEDULE FOR NO-00 STRUCTURAL PANELS THAN 36 INCHES APART ON CENTER. ' ` ' PER 2010 RE51DENTIAL CODE OF NEN YORK STATE {' PER 10 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.2.1 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF 5LOPE5 (2:12) TO ° '° �/2'" SECTION R30q 6(,u: f STROKE (4:12). The construction type °§r ;:#;' ;F' FASTENER 5PACINGdesignation shall Dew I F STENER 4 FOOT 6 FOOT I. WALLS AND CEILING SHALL HAVE 3/4 HOUR FIRE 1. FASTENERS FOR ASPHALT 5HINGLE5 SHALL BE GALVANIZED STEEL, "i","ll","ul","iv"or"v" 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE to indicate the construction classification of the P PANEL SPAN <PANEL SPAN <PANEL 5PAN RESISTANCE RATING. SHANK WITH A MIN. 3/8" DIAMETER HEAD, A5TMF1667, OF A LENGTH TO structure under DESIGNATION FOR STRUCTURAL N.T5. <_ 4 FOOT <_ 6 FOOT <_ e FOOT 2. ONE LAYER 5/5" TYPE X ON GARAGE 51DE-ONE 2-1 " #6 PENETRATE THROUGH THE ROOFING MATERIAL5 AND A MINIMUM OF 3/4" A I / I � 7 � L Co, L) L n 7 I ® N section 602 of the BCNYS COMPONENTS TNAT ARE IIF WOOD RENS I6 12 Q LAYER I/2 TYPE X ON OTHER SIDE. INTO THE ROOF 5HEATHING. F;i� J� TRUSS TYPE CONSTRUCTION NOTES: 3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION ■ 1. CONTRACTOR 5HALL INSTALL 5/6N ON 2 " S SHALL BE PROTECTED 5Y NOT LESS THAN 5/8" TYPE X 8. ASPHALT 5HINGLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER . . "F" ""' s NG ELECTRIC BOX ON EXTERIOR OF 16" 16" 12" 5HINGLE FOR WIND ZONES OF 110 MPH AND GREATER AS PER 2010 ROOM ROOM 5Q. FT. VENTILATION REQ. (4%) VENT. PROVIDED LIGHT REQ. (SY) LIGHT PROVIDED :� . ■ �R„ /�F WOOD SG W5 DRYWALL. 2. GON5TRX TION TYPE 5HALL BE "V" RESIDENTIAL CODE OF NEW YORK STATE R301.2(4) OR SAVE 15 20 BUILDING A. THIS TABLE 15 BASED O�130 MPH WIND 5PEED5 AND A 33-FOOT MEAN Roof HE16HT. 4. OPENING BETNEEN GARAGE AND RES I DENGE SHALL MUD/PANTRY 78.11 S.F. 3.l 2I 62 32.67 °iFR FLOOR AND ROOF FRAMING 3. DE5/GIJATION FOR STRUCTURAL B. FA5MM SHALL BE INSTALLED OPPO5IN5 ENDS OF THE POW STRUCTURAL PANEL. BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR FEET OR HIGHER ABOVE GRADE. STANDARDS AND CODES COMPONENTS SMALL BE RFR° G. NAILS SHOULD BE 10d COMMON.,to 12d BOX NAILS 4. 5/GN SHALL BE PURCHASED FROM D. MHERESCRDWSAREATTAGHED�OA50NRYORMASONRY/STUGGO,THEYSHALLBEATT L1zIN6 ASSEMBLY EQUIPPED WITH ASELF-CLOSING DEVICE. WWW.TRUSSIDORG VIBRATION RESISTANT ANCHORS FIA A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF POUNDS. GL I MATI G AND GEOGRAPH I G DE516N GRI TERI A OF THE VILLAGE OF SOUTHOLD PER 2015 RE51DENTIAL GODE OF NEW YORK STATE TABLE R301.2 (1) SEAL• REVISIONSYSUBMSSIONS MAWNG TITLE D D 5 G SEISMIC 5 BJEGT TO D MAGE FROM DATE oEsamnort GROUND d WIND ICE BARRIER FLOOD AIR MEAN ,�.; _ ,;, ; 711On8 PRGUMMpy CODE COMPLIA/YCE 5NOW SPEED OPOGRAPHI SPECIAL WIND WIND-BORNE DE516N a FR05T LINE C. DE516N UNDERLAYMENT 9 FREEZING ANNUAL 'S 7/24/18 UPDATZ k ' '" CATEGORY i WEATHERING b TERMITE e h HAZARDS I �;<,;. 8n7na >riu�roRrLur� /10TU A/YD DETAILf LOAD (MPH) EFFECTS REGION DEBRI5 ZONE DEPTH TEMP REQUIRED INDEX TEMP 5EE PLANS 5EE PLANS 5EE PLAN5 5EE PLANS 5EE PLANS MODERATE TO 5EE PLAN 5EE PLANS 5EE PLANS 5EE PLANS 5EE PLANS 20 P5F SEVERE 3 FT. EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER HEAVY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER , r, ,�d4:s CAD � w�: 1959A-01 N E M S C H I C K S I LVE RMAN ARCHITECTS PROJECT TITLE: � DATE NSA PROJECT "...the business of ARCHITECTURE." f IRICO R�/IDENCE 7/2/18 18-1939 ff] 14- --- --- - - 665 MOOf E TRAIL in B11 - -- SCALE: DRAWING NO.91111 00v IkI : CUTCHOGUE, NY 11935 160 MAIN STREET, SUITE 200 - - -- Af_/N0W/Y SAYVILLE, NEW YORK 11782 DISTRICT: SECTIOR BLOCK LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2018 NEMSCMCK SLVERMAN ARCHITECTS P.C. 1000 103 04 47 �I(f U5E EVERY OTHER NAIL HOLE USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LENGTH IN A ROW TO PROVIDE THE CODE-REQUIRED MINIMUM 5IMP5ON5TROAO-nEG5 51HP501V L5 TA-36 GONTIN(X.MJS CODE-REQUIRED MINIMUM i�, GENTER-TO-GENTER LE GTH GOUV 57RAPa W O.C. o EACH RAFTER Rl°SE VENT GENTER-TO-CENTER sTun � SPACING FOR NAILS R/LSE 5PAGIN6 FOR NAIL5 ' ea NAIL5 ROOF RAFTLW p CLEAR - v ° SPAN n u 6520 STRAP oo ° , I ed 0 EO e ' PROVIDE MINIMUM 7" LEWzTH WRAP PLATE END D15TANCE 6 EQUAL NUMBER OF ICIDIM All. (51MP50N 5TRON6-TIE 65) 5PEGIFIED NAI-5 I. INSTALL 5TRAPPIN6 A5 REO'D PER IN EACH END THE WFCM 2001 TABLE 2.2A AND 3.3B. BAPM TO RAPMR 779 �tAPTrR 779 JL � R JOIST BR/DI6/AkS 5/Mf"�.aOAf 5711011116-T/rG5 GO/LID 5711' IA�4D I'�4TN/rLAOR PR�M/N6 DL'Ti4/L WTAL+T1 t0TN drt�rson aT�eox�T1 TezU L NSTat Tes.ls•cc. L��,���,.�RNnM I WALL T15 M MGM MR fle raw WN TwE DD, L PWALL Coos OW"MR 6W OA X41.1. 57RAPP/N6 ,MET�r/L5 RAI�TrR TIE 17,6TA1L5 FM THE WC,2= � T, 5A T,BL9 53„MTAME 51 MIN. 6" w HOLD DOM MIN. 6" ® ANCHOR BOLT PLACEM�VT 5EE CONTRACT " PRAWIN65 iZ' >i' PROVIDE DOME ® . . . . . . . . . . . :D 5W EACH nE 5/8'd o 8 v. Q. .v. . BOL A o . . . . . 5/MP0N D2A -? : : : : RAM/N6 TH ANCHOR Rp : y FaDAnoN " 51t- ° : : a: : : :v: : : : a: : : :v: : : : : - 'm THREADED ROD vrv . 7 . . . . . . . o � o . . . . . SILL PLATE SEE PLAN 5TUD HALL 5g PLAN FOR 512F-TYPICAL. FOR SIZE t 5PACIN6 (4J'AO 44/L5 I �' GONG.FW..HALL. Q v TYPICAL. (( NEAC�1 7� °• d AAGIOR BOLT •• ' 17 O 4'oz.(7NO 57ORY HOUSFJ O 6'O.G.(ONE STORY HOUSEJ •�' `• 0® 5/MMV 57MV6-7179 k7?i1 SIMNa W 5TROM 71f AXi11G A77ON GORIIISF PLM I PRS E CORAM A 7ZR"7r 77ff-VVWY DrTi4/L SIMP'WN SZWO 5-T/r ASAI,44(ABA"5/HILAR! 1401.L7 11170M A7167AlL5 5/M, A►Sn -7rr RAiLiN(7 o • 4AWD 553 P05®° ICAAE P05T Y2,m TtrRl/ ° BOL 75 NJ10 C-L o I6•O.C. 51hr-WN I(5/MQ".aON Sn�coNS-779 Pel (5/M PSM 5TRONS-7T VM) A� �T�T H2 HAR lI A H2 o 6 17E EA.5/DEJ H3 5M1Pr,,ON GOMECTOR 5 �E� / "m o.c. 51HP50N PB44 �$ 5/6 AAt;HOR BOLT (3l I-3/r x 11-7/8 MlGR05 U2/0 O 4'0.C.(IhO STORY 1C/5F1 POST BASE �• H6R o 16' O 6'0.C.(ONE STORY HOIKI ; (S/MPWN 57Rox6-719 A U44) J015T GCNYW 77ON D9TABART"OP PLATS CONY 770N MA/L (S/M1"SOAI51RON6-T/9 DDT!') PLOr,M CCMCC770N MMA/L MP1L TQF FLAW C4NI G77ON MAIL ,PECK CONNECTION ZVA11.6 ROW COW.-5 HIM90HSILL 5TANPA I;) ST AFF I NIS/C®NN C71 ®N P TAI 5 HltVOH SILL 50ALE = NT5 FLMWIN5 \__; / °g° o o ,0 5/M=50N L5TA36 11011 . - " Y- °p e GAGLK HERE PR/OR TO I—III 1 1 1 111— I I—III—III III—III—I I AWWPED6AROW INSTAUIN5 V CHAMU 1 la'.T/BLE 2X6 SILL PLATE —I�I—I�I I I I—III III—III— I—III—III= 4UTILITY TRIM �—III—III III=II III— I I III—III= 7!111—III III=III— I—III I —III- X41O +ILS Z+K 4 DONT. ,.; . EACH PLATF) 5/D/N6 H/TH SNAP-LOCK BE4RIN5 5o/L ANGhOR BOLT qAICH Pl&#V tP INTO 6 MIL MOISTURE BARRIER e 6'OZ.n 5TORY UTILITY TRIM REF. FDN. PLAN :•'' DRA/NASE PLAN OVER 5HEATHIla6 =A/l. OP IN MOR W-IMI'W 5LA8 1U1'fi AMA i1 LLft OIDR PRAM/NcS MA/L SlD/ASS C44-41M AT/11p1G' M 5/LL SEAL- REVOONS/SIEMSSIONS: DfRAWNG Tr LE: f DATE DESCRpnott �;N ',``;. 7/10/18 PREUMViARY TYPICAL DETAILJ 7/24/18 UPDATE 8/17/18 U./LI[I'OR t'ILV1G CAD FLE NAM: - 1959A-02 PRO,�CT ME DAM NSA PRO,�CT NEMSCHICK SILVERMAN ARCHITECTS ...the business of ARCHITECTURE." JIRICO RI II)MCE 7/2/18 18-1939 - 665 MOO-'E TRAIL - --- �-� SCALE DRAWNG NOS CUTCHOGUE, NY 11955 160 MAIN STREET, SUITE 200 0/ ArJN0W11 _ AYVILLE, NEW YORK 11782 DISTRICT: SECTM BLOCK LOT: DIRAWN BY: A-0 ,62 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com A p K O COPYRIGHT 2018 NEMSCHICK SUERMAN ARCHITECTS P.C. 1000 105 04 47 uI\f 3' 27'-6" 6"POURED GONG. FawAT70N WALL W/(l)#4 BAR WITHIN 12" t✓'-41/7' 17=6" OF TOP OF WALL t (1) #4 DRAIN AT STAIR NEAR�POINTS OF WALL ON TOP OF HALL LANDING 10"X20"POURED GONG. EL.: -/,-0" 2 TOP OF FOOTING W/2X4 KEY WAY LANDIN6 ALl6N eq E1: -917' DROP WALL AT — FIRST TREAD z �/®� �UVITI TT ��p -E' L A5/DE FROM ALL NOTE5 ON THI5 PLAN CONTRACTOR l5 VI . f BOI i RE5PON5IBLE FOR THORG'6H REVIEW AND APPLICATION OF ';j L ALL INFORMATION CONTAINED IN GENERAL NOTE51 41 . • ;.,Y. POST ABOVE 2. CONTRACTOR TO PROVIDE 5UFF/CIENT 5TRUGTURAL 5UPPORT If CONNECTION t GONNE6TION5 THROUGHOUT THE REFER TO ENGINEER ,' BEAM POCKET 2=8" PROJECT. PRANINC75(TYP) POST ABOVE 3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADE5 REFER TO REFER TO " ENG/NEER DRAWINGS �R ALL AT I ( ENGINEER 4. ALL DIMEN5/0N5 ON TME5E DRAW/N65 ARE FINI5HED =_4=L 3 DIA. 57EEL (TYP) 13�q„ DRAWIN65(TYPJ COLUMNS ON 121,24X24 REFERE TO ENGINEER DIMENSIONS. FOOTINGS(TYPJ ORAW/N6S (TYP) 8. HOLD ALL ANGULAR AND EXTERIOR DIMENSIONS. - "POURED A�T,OP OF WALL I ,`' 1FG'UV XL W/(1) #4 �T� $6 I I 9. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DI5CREPANGIE5 T '`•` -I-O BAR WITHIN 12"OF TOP OF I OR UNCERTAINTIES ON THESE DRAW/NGS IMMEDIATELY. < I WALL #4 NEAR TOP OF 5LAB POINTS OF WALL ON Fl: 400' I 6"DIA. POURED l0. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWINGS I I l0"X20"POURED GONG. O I CONCRETE MIN CONTRACTOR MONOXIDDETEG7ORS�D N6 TO GODS ITIONAL 5MOKE �oR FOOTIN6 W/2X4 KEY WAY * 3-0 BELOW 3 "DIA. STEEL 3 "DIA. STEEL JE FG'<'JTINGS 8"DIA. POURED 1I. ANG FXTURES RDUG7Y1('JRKTWO7N MOLDULE l N X7URE5 COLUMNS ON COLUMNS ON ' CONCRETE MIN M.ANUFAGTURE MUNGY HOMES, lNG AND AVOID CONFLICT✓ 3'-0"BELOW �T1N65(TYP) 121,24X35 I WITH NEW CON5TRUGTION. GRADE FGDTlN75 FOOTINGS I ( 12. CONTRACTOR TO VERIFY WITH MODULAR HOU5E V I " I c� MANUFACTURE MUNGY HOME5, INC AND ALIGN 5TUD5 ABOVE z AND NEW FOUNDATION. SEE hR/NGY HOMES, INC SHOP /� /4 VI -2 I �;+ DRAWINGS. 4 6 `" 3=7" I I T 011 II ty z XGAVATED OF DOOR ABO MIN. ( 5EE I5T FLOOR 0. 2x6 P.T. PLAN BY OTHERS TY00PE"DIA. STEEL 4 AALL LEOENL� i 4 UNFXGAVATID REFER TO ! COLUMNS ON o W O.G. OF ENTMWE I ": I ENGINEER ORA YINC75 S 12124X24 m I 3=4" . DOOR ABOVE 2x6 P.T. (T)'P.) `� FOOTIN65(TYPJ W 8"DIA. POURED TYPICAL FOUNDATION HALL - 5�IST FAL CONCRETE MIN PLAN BY I I G„ '• ( COO I I l0"OR 6"POURED GONG. FOUNDATION WALL W/(I)#4 3'-0"BELOW OTHERS GRADE FOOTIN65 `'., ? BAR WITHIN 12"OF TOP OF WALL d (l)#4 NEAR I3 "DIA. 5TEEL �' I ." 5-Il (TYP) POINTS OF WALL ON 10"X20"POURED GONG. FOOTING 6"DIA. PG'URE9 3_4„ GOLUMN5 ON TOP OF WALL W/2X4 KEY AAY. 5EE PLAN AND 5EGTION5 FOR CONCRETE MIN I I2X24X24 I :' : _I',0' FURTHER DETAIL. 3'-0"BELOW CL FOOTINGS(TYPJ GRADE FOOTlNlaS I `n ,V 2x10 0 4 2x10 TYPICAL EXTERIOR WALL - (�'J g 16" O.G. 16" O.G. 2 2"X 6"WOOD 5TUD® l6"O.G. W/7H 51WE LAYER OF$/e"6YB. REFER TO REFER TO 6„ BOARD ON INTERIOR 51DE AND "PLYWOOD SHEATHING ON EN6INEER ENGINEER DRAIN/NGS „ EXTERIOR SIDE AND "S/DING SELECTED BY CLIENT. TOP OF WALL 3 TYPICAL NON-BEARING INTERIOR WALL - 3 "DIA. STEL EL.: -I'-0" 2"X 6"HOOD 5TUD® l6"O.G. W/TH 5/N6LE LAYER OF COLUMNS ON $/e"GYP. BOARD ON B07H 5IDE5 Y.O.N. 12124X24 FOOTINC75(7(P) L � 6"POURED GONG. y BEAM POCKET in s FOUNDATION WALL W/(I)#4 I ;. BAR WITHIN 12"OF TOP OF WALL (I)#4 NEAR I I S' SMOKE DETECTOR POINTS OF WALL ON NEW CRAWL SPACE 10"X20"POURED GONG. POST ABOVE I— FOOTIN6 W 2X4 KEY AA r I .' I CARBON MONOXIDE DETECTOR REFER TO 6" "RAT 6X6 #IO WW.M. OVER ENGINEER I OR BARRIER ON 4"WELL I DRAWINGS 4 COMPACTED 5AN9 � GRAVEL BED (TYP) 2x10 o 6"POURED CONC. PROVIDE VENT TO 16" O.G. FOUNDATION WALL W/(I)#4 NEW CRAWL v BAR WITHIN 12"OF TOP OF SPACES TO GORE in r WALL If (I)#4 NEAR m — — I POINTS OF WALL ON I l0"X20"POURED COW. UNEXCAVATED c FOOTING W/2X4 KEY WAY 4 I UNEXCAVATED N I ( O (YYP) m 2x8 P.T. ® 4"POURED CONC. SLAB ON I f I6" O.G. I I GRADE W 6X6 #10 W.W.M. OVER 6 — — — — — — — — . . I MIL. VAPOR BARRIER ON 4"ILL I '.•:. COMPACTED 5AN9 GRAVEL BED .� 12`50 POURED CONCRETE ON 12X24X24 FOOTIN65, MIN 3'-0"BELOW _6 GRADE(T(P) DROP WALL AT II 6ARA&E D00R5 - )=OUNL�A 7 ON iL A N SCALE.• 114'= 1`—O" 26=0" TOP OFWALL --- . REVISIONS/SUBMSSIONS: IDRAWNG TITLE DATE DE.SCWTM EL.: -/'-0" 7/10/18 PR<=LIMMARY PROPQ/T.D FOU/117ATI0/`I PLAN 7/24/18 UP�ATI: 8/17/18 1/fUr AOR rILU1G n 9/19/18 RCVl/r_P 1/fUr FOR FiLViG i (CAD FILE NAME: 1959 A-1 Foundation N E M S C H I C K SILVER MAN ARCHITECTS- PROJECT TITLE IDATE NSA PROJECT : ...the business of ARCHITECTURE." f IRICO RUIDENCE 7/2/18 18-1959 -- - -- ----- - ------ 665 MOQ/'E TRAIL ;SCALE DRAWING NO- CUTCHOGUE, NY 11955 LLIO< ----------160 MAIN STREET, SUITE 200 -- - - --- '"""'^� A,J',�'UOWN SAYVILLE, NEW YORK 11782 DISTRICT: SECTIOPt BLOCK LOT: (DRAWN BY: ... Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com v COPYRIGHT 2018 NEMSCMCK SLVERMAN ARCHITECTS P.C. 1000 105 04 47 P)K_f -4 27=6" t4'-5 I/7' _ ALION EL: -L6T s I R. 1-1 1. A5/DE FROM ALL NOTE5 ON THI5 PLAN CONTRACTOR 15 D � —6 irk + -/ T Ip /T RE5PON51BLE FOR THOROUGH REVIEW AND APPLICATION OF ALL INFORMATION CONTAINED IN GENERAL NOTF5. - 2. CONTRACTOR TO PROVIDE 5UFFICIENT 57RGCTURAL TOPTREAD SUPPORT$ CONNECTION $ CONNECTIONS THROUGHOUT THE LEVEL WITH PROLECT. GRADE 3. CONTRACTOR TO COORDINATE HORK WITH ALL THE TRADE5 4. ALL DIMEN5/ON5 ON THESE DRAW/N05 ARE FIN15HED DIMENSION5. 8. HOLD ALL ANGULAR AND EXTERIOR DIMEN5/ON5. 9. CONTRACTOR TO NOTIFY ARCHITECT OF ANY D/5CREPANCIE5 OR UNCERTAINTIES ON THESE DRAW/NGS IMMEDIATELY. I0. A5/DE FROM WHAT HA5 BEEN 1N9/6A7F9 ON THE DRAWINGS 2-5TORY CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR HOUSE BY I.D. MODEL UNIT 51ZE (&H) MANUFACTURER REMARKS CARBON MONOXIDE DETEGTOR5 ACCORDING TO CODE. -� OTHERS 6'-O" A DOUBLE HUNG 3'-2"x 4'-ll" MUNCY HOME5 /NGMATCH WINDOWS Wl1H Il CONTRACTOR TO VERIFY LOCATION OF LIOHT/NO FIXTURE5, MODULAR PLUMBING FIXIURE5,DXTHORK WITH MODULE H005E — B DOUBLE HMO, 3'-2"x 4'—ll" MUNCY HOME5 INC WINDOWS HOUSE BY MFOR FOR HOMES INC MANUFACTURE MUNCY HOME5, INC AND AVOID CONFLICTS WITH NEW CONSTRUCTION. G PICTURE l'—O"x 7'-0" MUNCY HOMES INC 3 . 6" U, D PICTURE l'-0"x 7'-0" MUNGY HOMES INC 12 CONT Ro4CTOR TO VERIFY WI TH MODULAR HOU5E MAMlFAC711RE MUNGY HOME5, INC,AND ALIGN 51325 ABOVE 2 l2" AND NEW FOUNDATION. 5EE I-WY HOMES, INC SHOP 4-0CL 4 DRAWING5. 4 OF —6 UP3R ® "" "' —"'" DOOR --- o AALL T)o0016 LEOEIQ� `a OF - ENTRANCE I LAND/NG ,�G� NO. TYPE UNIT 1?IMEN510N MATERIAL FRAME REMARKS TYPICAL FOUNDATION HALL - LVOR Y EL, -0./7' 15T FLOOR EY L• _ /.6 " " I lO"OR 8"POURED GONG. FOUNDATION WALL W/('l�#4 FINl5HED FLOOR BOI HINGED R10HT 3-O x 7-0 50L/0 WOOD PRE-HUNG WOOD �. O, MATCH DOORS WITH DOORS FOR BAR WITHIN 12"OF TOP OF WALL $ (I)#4 NEAR MODULAR HOU5E BY MUNCY HOME5, INC POINTS OF WALL ON IO"X20"POURED GONG. FOOTING W/2X4 KEY WAY. 5EE PLAN AND 5ECTION5 FOR l01 HINGED RIGHT 3'-O'x 7'-0" 50L ID WOOD PRE-HUNG WOOD FURTHER DETAIL. 102 HINGED RIGHT 3'-0"x 7'-0" 50L 1,9 WOOD PRE-HUNG WOOD I-HR FIRE RATED, SELF CLO51N0 103 OVERHEAD l0'-0'x 8'-0" 50LID WOOD A5 5ELE67ED BY CLIENT TYPICAL EXTERIOR WALL - 2 2"X 6"WOOD 5132® l6"O.G. WITH 5/N57LE LAYER OF 5/8"OYB. 104 OVERHEAD /O'-0"X 8'-0" 50LID WOOD A5 5ELEGTFD BY CLIENT BOARD ON IA17ERIOR 5/DE AND�"PLYWOOD SHEATHING ON EXTERIOR 51DE AND J"SIDING SELECTED BY CLIENT. 3/4 HOUR RATED WALL BET. GARAGE$ LIVING SPACE CON5/5TIN0 OF(l) 2 LAYER 5/8"GYP. BOARD -6 4x6 P05 3 TYPICAL NON-BEARING INTRIOR WALL ON GARAGE 51DE $ (l) I 2"X 6"WOOD STUD® l6"OC. WITH 51NOLE LAYER OF LAYER l/2"GYP. BOARD $/B"GYP. BOARD ON BOTH 5/DE5 VOW ON OPP0517E 5/DE. I HOUR 5ELF CL05IN57 DOOR. / WORK BENCH 5MOKE DETECTOR tv CO CARBON MONOXIDE DETECTOR 2x8 GJ O I T. ®Il" J D� tp 0 l6" O.G. O 4 CO OS 15T FLOOR m FINISHED FLOOR • 101 OI k . �1 N � 2x8_GJ N 'n N �LANDING ® I6" O.G. �- � Y EL 02.5, _ 2x8 GJ 2x8 CJ l6" O.G. 0 lD UP O� A EL: - 1.50' 4 � OF —6 = DECK 4x6 P05T (4-0RAPE 2'-4" /0LO" 10=011 Z-3" AN 56ALE: 114'= P-O" 103 —`f GRADE SEAL REVISIONS &WASSIONS MAWNG TRE EL: - 1(2T _ 7, DATE DESCWTM 7710718 PRLUMAARY PROPo-u FIR,/T FLOOR PLAN ff' '/•. 7/24/18 UMAM ,,1 ✓ t� 8/17/18 U./Ut AOmm r) 1 r��I CAD RE NAIVE: 1939 A-2 1 stFL MISSION PROJECT TITLE: DATE NSA PROJECT + NEMSCHICK SILVERMAN ARCHITECTS fIRIC0 RuIDENCE 7/2/18 18-1939 "...the business of ARCHITECTURE." - - - - -- --- ----- - 665 MOO,/'E TRAIL SCALE DRAWNG NO- CUTCHOGUE, /V 11935 _NN.N.0- _ -— 160 MAIN STREET, SUITE 200 47 A/ J f�OW/Y SAYVILLE, NEW YORK 11782 DISTRICT: SECTIOrk BLOCK LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com a COPYRIGHT 2018 NEMSCHCK SLVERMAN ARCHITECTS P.C. 1000 103 04 AF)tv -4 3 — 3 � N A/0 T5 I. A51DE FROM ALL NOTES ON THI5 PLAN GONTRAGTOR 15 RE5PON515LE FOR THOROUGH REVIEW AND APPLIGATION OF ALL INFORMATION GONTAINED IN GENERAL NOTE5. 2. GONTRAGTOR TO PROVIDE 5UFFIGIENT 5TRUGTURAL SUPPORT 4 GONNEGTION 4 GONNEGTION5 THROUGHOUT THE PROJEGT. 3. CONTRACTOR TO GOORDINATE WORK WITH ALL THE TRADES 4. ALL DIMEN51ON5 ON THESE DRAWIN65 ARE FINI5HED DIMEN51ON5. -s 8. HOLD ALL ANGULAR AND EXTERIOR DIMEN51ON5. 9. GONTRAGTOR TO NOTIFY ARGHITEGT OF ANY 015GREPANGIE5 OR UNGERTAINTIE5 ON THESE PRANINC75 IMMEDIATELY. 10. A510E FROM WHAT HA5 BEEN INDIGATED ON THE DRAWING5 2ND FLOOR CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR DrOTHER5 GAR30N MONOXIDE DETEGTOR5 AGGORDIN6 TO GODE. H. GONTRAGTOR TO VERIFY LOGATION OF 1.161-ITIN6 FIXTURE5, PLUMBING FIXTURES, DUGTWORK WITH MODULE HOU5E MANUFAGTURE MUNGY HOMES, ING AND AVOID GONFLIGT5 WITH NEW GON5TRUGTION. 12. GONTRAGTOR TO VERIFY WITH MODULAR HOUSE MANUFACTURE MUNGY HOMES, ING AND ALIGN 5TUD5 ABOVE AND NEW FOUNDATION. 5EE MUNGY HOME5, ING SHOP DRAWINGS. PROVIDE 2 PROVIDE L A'rOVER CONTINJCU5 CRICKET RIDGE VENT �I I I I I I I II IIIIi� 2 ( I I Ix17/ I PROVIDE I I PING I I / 12 PI H r RIDGE VENTI I I I I .I I I hC ! I �I10 ( I j2kllb� 8� 2 I ® 16' O G. I " IF 1�- H i I I DT I I I I I /4 I I I I I I I I I AN SEAL- REVISION EM SSIOle DRAWNG TITLE 4 DATE DESCRPTM 7110na PRtunvuar PROPO-/T-p- Ecom FLOOR PLM 7/2M8 UPDAM JJ 8n7/18 U.NLI'ORFILM; CAD FU NANE ---- 1939 A--52ndPl PROJECT TITLE: DATE NSA PROJECT *: �IEMSCHICK SILVERMAN ARCHITECTS fIRICO R�/'IDE/`ICE 7/2/18 18-1959 the business of ARCHITECTURE.- -- _ Idap— - --- -- -- -- 665 MOOfr.TRAIL 54 --- - - — SCALE DRAWING NO.: CUTCHOGUE, NY 11935 160 MAIN STREET, SUITE 200 - -- �f fHOW11 - SAYVILLE, NEW YORK 11782 DISTRICT: SECTOR BLOCK: LOT: DRAWN BY: .� Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com ®COPYRIGHT 2018 NEMSCHICK SLVERMAN ARCHTECTS P.C. 1 OOO 105 04 47 �iKf RIDGE ------- - ------- - - - --------------------------------- MODULAR HOUSE BY MUNGY HOME5, INC SECOND FLOOR CEILING GARAGE R06E +l6'-2„ w z MATCH ROOFING WITH MATCH ROOFING WITH ,O Q ROOFlN6 OF � ROOFING OF MODULAR HOUSE BY oc Q z w MODULAR HOUE BLOW ROOF MUNGY HOMES, INC MUNGY HOME5, INC m w :"- LL +I4-lO 1/4 � Q N Q i l2 12 5E60ND FLOOR 71 1 7 +/O'-9//2" - -...... - ---------------- r6 FIRST FLOOR CEILING ol 71 - --- N '11 IF G��GE CEILING w w i� DECK FIR5T FLOOR fFT1-O'-3" LIN GRADE GARAGE FLOOR 5/9IN6 A5 5ELE6TED BY CLIENT(TYP.) GARAGE DDORS A5 Imp SELECTED BY CLIENT MUD ROOM DOOR TO MATCH DOOR5 OF pllqol=05EL� /OR j� EVA TMODULAR HOUSE BY�l MUNGY HOMES, lNG 56ALE.• 1/4" = V-O" MODULAR HOU5E BY MUNGY HOMES, INC GARAGE RI06E IV +I6'--2" PROVIL?E MATCH ROOFING WITH ____ LAYOUI/ER ROOFIN6 OF -----_ CRICKET MODULAR HOUSE BY ------------------------ ...... ...............------------ MUNGYHOMES, INC ___._..................... ._................._........................... _....... .. ......... 12 �q - — — ---------.....----- - -----— — __—... 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BY CLIENT(TYP.) SEA . REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: 7/10/18 PREUMIAAW PROPOfED /iORTN AND /T TION 7/24/18 UPDATE�RO�05 � 50� H E�LE\IA � a/ >j nne uiu�roariLv YOUTHELEVATIO/`If CAD 56ALE.- 1/4 = l-O" IFILE NAME:/ - 1939 A-4 A-5 Elev NEMSCHICK SILVERMAN ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #: "...the business of ARCHITECTURE.- f(RICO RUIUCACE _ - -- ------ — ---- -------------- - --- - --- -------- - -- --- --- -- ----...._...-_ - - -_ ---- ...__.. -- - _- — -- --- ---------------- ....--- -- 5 MOOfETRAIL SCALE: DRAWING NO.. CUTCNOGUE, NY 11935 160 MAIN STREET, SUITE 200 - - - Af fDOWN SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAVWN BY: .�. Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2018 NEMSCHICK SILVERMAN ARCHITECTS PC 1000 1 03 0447 P)Kf MODULAR HOUSE B)" t-VN6K HOME5, INC 6ARA6ER/06E IV fV-2" MATCH ROOFING H/TH ROOFING OF .......................- MODULARHOUSE B ................................ .................................. ................................ .................. ..................... . . jk LON ROOF 1-fLJN6),'HOME5, INC, ..................... ------- -- -- ----------------------- ---------------------- ----------------------- ROOF '4P -tV-10 112" . .............. ........... —----------- ... ................... -- -------- . ..... ------------ ----------- - ------------------- -------------- ------- ........... jk GARAGE CEIL IN6 --------- ----------------------I-— --- �I I , ---------------- ------------------------------_ ._. .------------_------- ----------------- ---------------------------------- ........................ ............... ... .......- ........................ ..................................------------ ........ ----------- ------------ ........... ------------- ------------- -------------------- ----------- .......... ........... DECK -------- - ----------- .............. ............................... GRADE GARAGE FLOOR -r-o" -/,6„ GUARD RAIL A5 5ELEICTED GRADE B),'CLIENT(T)"P.) A-5 7 )5 �LEIA Ty SCALE. 114" /'-O" --—-—------------------------------------ —-------------------------- MA T6H ROOFING HITH R00I OF MODULAR HOUSE BY GARAGE R1,96E MLINC C, HOME5, INLj MODULAR HOUSE B�- MUNGY HOME5, INC ROOF IV +/O'-/O 112" 6ARA6E 6EUN6 ............................ ----------------------------------- ------ ---------- ---------------------- ------------- --------------------- ........ ---------............... ....................... DECK 6ARA6E FLOOR GRADE 6WARL?RAIL A5 5ELE67Fj? GARAGE HIN19045 TO BY CLIENT(T)"P) MA T6H WINDOWS OF MODULAR HOL15E BY MUNGY HOME5, INC SEAL: L REVISIONS/SUBMISSIONS: DRAWING TITLE: 56ALE.- 114" 7 /,-O" DATE- DESCRIPTION: 711OA8 PIZU11"ARY PROPOM) Wr,/T AND 7124AB UFVATr 8/wa vjijr roR mm Af T ELEVATION,/' )Ii "T; i CAD FILE NAME: -4 A-5 F-lev 1959A PROJECT TITLE: DATE: NSA PROJECT NEMSCHICK SILVERMAN ARCHITECTS _ "...theRUIPEACE 7/2/18 -1959 the business of ARCHITECTURE." -women, in 665 MOO„/ TRAIL 18 ------------ CUTCHOGUL, /W 11955 SCALE: DRAWING NO.: ALE A -If/SOWN 160 MAIN STREET, SUITE 200 W Y. SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: SCALE: B A-5 105 0,4 47 SI S/631 5632130 Fax : 631 563 2139 www.ns-arch.com @ COPYRIGHT 2018 NEMSCHICK SILVERMAN ARCHITECTS Pc l 1000 RIDGE — +2V--3 3/4" I. I 5E60N9 FLOOR GEILIN6 _ +16"_q//2" LOW ROOF " qV +14'40 I/4" ? '�` 5E60N9 FLOOR _ !2 q+10'-91/2" �7 ROOFING A5 5ELEGTEL?BY CLIENT F1R5T FLOOR CEILING _ \\ GEILIN6®DECK ❑ 6ONTINUOU50Y VENTED 5OFFIT DECK FLOOR - MUD TYPICAL WALL A55EMBLY O ROOM 'f •i7NER5: VINYL 5/DING A5 5ELE6TED BY CLIENT OVER AND 5TEP5 A5 rn ; 13#FELT ON 2X6 WOOD 5ELEGTED BY GARAGE 5TU95 ®16"O.C. Wb"R-19 BATT IN5ULATION. GL IENT :._. . .. • PITCH ° - � 'Y4 FT. 5IDlN6 A5 5ELEGTED BY CLIENT �---' BY G? ISRLL JIIII DECK �4 / FIREPLACE#Y B „ 4 4 POURED GONG. SLAB ON GRADE WITH # D7"fIER.S 6X6 /0 W.W.M. OVER 6 MIL. VAPOR FIRST FLOOR _• FIR5T FLOOR 'IJO,O„ BARRIER ON 4 WELL GOMPAGTED 5AN9 O,O„ GRAVEL BED. (TYP). -- GRADE GRADE CRAWL BASEMENT - - - _ - - _ 5PAGE 7 -i r GRADE z 8"POURED GONG. FOUNDATION 8"POURED GONG. WALL W/(l) #4 BAR WI THIN 12" _ r -- - - - - - FOUNDATION WALL W/(l) O A l 4 NEAR - F TOP OF HALL O - 4 AR n- B WITH l2"SQ POURED -- - II �-�- - - = 1I - - - IN l2 OF 3 POINTS OF WALL ON 10'X20" - - - TOP OF WALL $ (l) #4 CONCRETE ON POURED GONG. FOOTING W/ NEAR�POINT5 OF WALL 12X24X24 FOOTIN65, 2X4 KEYWAY °- BACKFILL WITH = ii = „ MIN 3'--O"BELOW - - COMPACTED -' - - ON IO X20 POURED - - -' -I - GONG. FOOTING W/2X4 DE(TYP - N EARTH5TAlR�E� - KEY WAY(TYP) BASEMENT FLOOR _ _ - BA5EMENT FLOOR 8" DURED GONG. FOUNDATION WALL W/(U #4 BAR WITHIN 12 OF TOP OF WALL d (l) 4 , _ _ ,� I I i- - -, - - _ (- NEAR�PDINT5 OF WALL ON O'X15' GONG. FOOTING W/2X4 KEY WAY TYP) 5CALE l/4" _ l'-D" 4"POURED GONG. 5LAB W/11 #l0 W.W.M. OVER 6 TE VAPOR BARRIER ON 4"HELL COMPACTED 5AND $ GRAVEL BED(TYP) SCALE.• I/4" _ l'-O" MUS ROOD _ 6"DIA. POURED SCALE: 1/4 - l-O L CONCRETE MIN 3'-O" BY FIRST FLOOR BELOW GRADE L17ffR5. -0'-O" FOOTIN65 - PI TCH N DECK FT. -0'-2" GRADE - p BA5EMENT AMPROOFIN6 (TYP.)jk BA5EMENT FLOOR _ 8 POURED GONG. _1 OUNDATION WALL W/(U #4 BAR WI THIN 12"OF TOP OF - r - - - _ - _ 4 POURED GONG. 5LAB WALL $ (U #4 N POINTS T WITH 6X6 #l0 WW.M. OVER OF WALL ON D'Xl8' POURED 6 MIL. VAPOR ARRIER ON GONG. FOO TIN 2X4 KEY 4"GRAVEL BED. (TYP) WAY(TYP) 12X24X24 FOOTING TYP. 4"POURED GONG. 5LAB WITH 6X6 #l0 W.W.M. AT ALL 3/2"5TEEL OVER 6 MIL. VAPOR BARRIER ON 4"GRAYS COLUMNS BED. (TYP). 55C TT��F. L;�Erl Sl��" T��F 5T5)!FL_ 56ALE: 1/4" = I'-O" 5GALE: I/4" _ /LO" SEA r. REVISIONS/SUBMISSIONS: DRAWING TITLE: �,` DATE: DESCRIPTION: 7/10/18 PREUMVIARY PROPO r-I)j -CTIO/YY 7/24/18 UPDATE 8/17/18 U/UE AOR FILVIG 9 9/19/18 REVJ/1 D yIUE FOR FiLI/IG Q CAD FILE NAME: 1939_A-6,J•ect PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS "...the business of ARCHITECTURE." --- - - - - -- — -- - ----- - _- 6 O ,Jr.TRAIL 7/2/18 181939 ; - -- - ---- - - - SCALE: DRAWING NO.: L000 111ZCUTCHOGUE, NY 11935 — — --- -------- ---- --- ---- --- -- ------ -- - -- ----- -- - - --- A f/I�1OW/Y 160 MAIN STREET, SUITE 200 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: SAYVILLE, NEW YORK 11782 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2018 NEMSCHICK SILVERMAN ARCHITECTS PC. 1000 105 04 47 ��