Loading...
HomeMy WebLinkAbout48442-Z TOWN OF SOUTHOLD �, BUILDING DEPARTMENT u TOWN CLERK'S OFFICE SOUTHOLD, NY ol n, BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PIANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48442 Date: 11/1/2022 Permission is hereby granted to: S ouros, Chris 224 150th St Whitestone, NY 11357 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 525 Stanley Rd Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-15 Pursuant to application dated 8/18/2022 and approved by the Building Inspector. To expire on 5/2/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,023.60 CO-NEW DWELLING $50.00 Total: $2,073.60 r � Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 littDs://www.soutlioldtowntiy Date Received APPLICATION BUILDING w For Office Use Only r rr PERMIT NO. Building Inspector: 9 I � Applications and forms must be filled pp ed out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an TO'vv. , Owner's Authorization form(Page 2)shall be completed. Date:7/20/22 OWNER(S)OF PROPERTY: Name:Chris Sgouros SCTM# 1000-106.8-15 Project Address:525 Stanley Road Mattituck, NY 11952 Phone#:646-294-7139 Email:mr.sgouros@gmail.com Mailing Address:224 150 Street Whitestone, NY CONTACT PERSON: Name:Molly Jernick Mailing Address:P.O.Box 315 Mattituck, NY 11952 Phone#:631-765-4900n Email:amosmeringerbuilder@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:Apex Homes of PA LLC Mailing Address: 7172 Route 522, Middleburg,PA 17842 Phone#:' 1-570-837-2333 Email: knornhold@apexhomes.net CONTRACTOR INFORMATION: Name:Amos Meringer Builder Mailing Address:RO.Box 315 Mattituck, NY 11952 Phone#:631-765-4900 1: mEi:amosmeringerbuiIder@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION igNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ O 000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes LINO 1 PROPERTY INFORMATION Existing use of property: JG�� . Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Re_5 QkA\ this property? ❑Ye o IF YES, PROVIDE A COPY. beck Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF C62-Q�--!S ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0WA,R.f (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of "` 20 d ..... .._. tart'Public LEONIDAS ERACLEOUS NOTARY PUBLIC-STATE OF NEVA! YOR PROPER^rY NES AUTHORIZATION No.01ER6151887 "' Qualified In Queens County (Where the applicant is not the owner) My Commission Expires 08=28-2022 I, C\nc1S U� S residing at 1 S g�,lde.r N� do hereby authorize �0 �t�r\� (VxD5 h4f')r\ C.i to apply on my beh t the T n o Southold Building Department for approval as described herein. ,�22I ZZ Owner's Signature Date Print Owner's N 2 Generated by REScheck-Web Software L 1 t Project A17578 j Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 525 Stanley Road Barry Altman Apex Homes of PA LLC Mattituck, NY 3 Simon Court 7172 Route 522 Quoque, NY 11959 Middleburg, PA 17842 631-288-1749 570-837-2333 Compliance: 6.. %Betteir"d'IMain code Maximurn UA: 4.1.11, Your UA: 38.5 Maximum SHGC: 0„40 Your SHGC: 0,.28 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 esdrnate of energy u e or cost relative to a minimurn-code horne. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab on grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Ceiling: Flat Ceiling or Scissor Truss 1,108 38.0 0.0 0.030 0.026 33 29 Garage Ceiling: Flat Ceiling or Scissor Truss 568 30.0 0.0 0.035 0.026 20 15 Bedroom #1: Flat Ceiling or Scissor Truss 421 38.0 0.0 0.030 0.026 13 11 Bedroom #1 Angled Ceiling: Cathedral Ceiling 56 21.0 0.0 0.048 0.026 3 1 i' Wall: Wood Frame, 16” o.c. 1,238 21.0 0.0 0.057 0.060 58 61 Door: Solid Door(under 50%glazing) 38 0.200 0.320 8 12 Door 1: Solid Door(under 50%glazing) 22 0.190 0.320 4 7 P' r Door 2: Glass Door(over 50%glazing) SHGC: 0.28 39 0.300 0.320 12 13 Window 2:Vinyl Frame 11' f SHGC: 0.28 124 0.290 0.320 36 40 Wall 1: Wood Frame, 16" D.C. 212 30.0 0.0 0.049 0.060 10 13 i Wall 2: Wood Frame, 16" D.C. 1,080 21.0 0.0 0.057 0.060 53 56 j Window 1: Vinyl Frame SHGC: 0.28 146 0.290 0.320 42 47 Bedroom #1 Walls: Wood Frame, 16" o.c. 324 21.0 0.0 0.057 0.060 15 16 Window: Vinyl Frame SHGC: 0.28 54 0.290 0.320 16 17 ProjectTitle: A17578 Report date: 07/14/22 Data filename: Page A22.1 DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCH 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV i.... August 2, 2022 Mr. Kyle Nornhold : Apex Homes, Inc. TO 7172 Route 522 Middleburg, PA 17842 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M1168-2022-075 PREVIOUS APPROVAL NUMBER: M1168-2020-042 Dear Mr. Nornhold: In reference to your written application for approval received June 17, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated M1168-2022-075 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 2, 2024, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to s139 mph Vult Wind speed >140 mph will require engineered design. laui � � Iw Ire aiamallnal wdn fi _lul ..1 „ilr In (b % f(j l ,_re�P�i QNsio fore awµ � ��� rc l ..._ Exposure Category: B, C (standard)or D (optional) Climate Zone: 4, 5, and 6 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 their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, 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 systems set of plans and specifications approved and on file with the Department of State, which were approved on August 2, 2022 under Systems number M1168-2022-075." Pagel 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 2020 RCNYS. 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 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, 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 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show freight 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 2020 RCNYS 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 boltthold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 & D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • 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 • Vertical dimensions floor to ceiling and bottom of truss Materials used in roof and wall assemblies Page 2 of 3 • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 n finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • 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 field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations(if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • 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 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. 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 by emailing me at: donaid.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr., AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 tilt rh a r argac�z M;. .. .00 ay ydC)ta1'' Cm �Fri y D� C W9 na�a2 P z 0z �F- n f� u5�1 a y 02 �� rN � vz� y�fp r CO byy O bO i2aur "� z MmMoi cIn 0o C< �i rel n oz s 0 a N2'49'00"E r_m r 1 Q o n � $ z 192.16' mr n oz In L4 o to 00 m O 50.0' -. r C7 0 ~ o a '-�*i ,r�• rq CD r•' cCi C7 Z 0o R J4 0 >, m W 66.4 p �N �D ' m S o m K m m d y c 1a _ E p' _� Ix P 0z x � PROP SED DRIVEWAY 0 ' s2.4s'oo"w �O 191.50' W � C> r IV m r � O � C �m ~ < kay�tti I � �• Z�� 4E ao�zy � zxy � m r �_ ox Q owe Dc�,t o a F, to b a r a o 0 p d cn NNyNti ` 'tri v, till zoo cn F" o � N to Z1 O� v� General COnstivoNon NOteE 1.LOT AREA:21,0225E 2.So"1WO 10A0 la 3 BOUNDARY AND TOPUGRAPNYC INFORMATION FROM P SJRVEY BY PECONK:EURVEVORS,P.F,Last0aled 3!92022.EI.EVAd4ONS REFERENCED Tp THE NAVD BH pATUM 4.ALL MATERIALS AND METdiOOS OF CTIN E BUFFO K CDS Wo SPEUFICATIOM FOUNTV 0°PARM7MENT OF HEALTH 6ERtiIGES AS REQUIRED OF THE TOWN OF Or 'L RNp TH 5.THE CtlNTRAG7OR SHALL FIE6.0 VERIFY THEELBELR L9CATION RN6 DEPTH OF ALL UTA.CTIES PRIOR TOTHE FQnM5 3 COD CC SUaLOANp MUST 6E CON ORMED RS�ORDMCN.Y N TH.FIE�D.FORMAnON S19GWN ONTHESE S.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BECDRING ALL NECESSARY PERMITS EEFORE COMMENGMG QTY: WORM. IUI(;rSE, 1 )ALL NNSutltABLE ryiRTERIAL AMO pEBR1:i SHALL BE tl"'OSED{IF'IW AGCOROANCE VATH T4W^dN,COUNiY,.ST ATE AMD EEDERM.LAWS.CtY0E3 RioOORaiNANCE6 OONrRACTOR EHA16 BE RESPO9'LSIBLE FOR Od5PO5MNO OFF ALL -I. 1 UNSURABLE MATERIALS OFF STrE OEBRISSHALL NOT dE',BURIED UN7F1E 91TE, 2 0.ALL PRECAST STRUCTURES SHALL SE APPROVNT E08Y THE COUNTY AND COMPLY WITHTHEIR REGULATIONS. 1 9.ALL PRECAST STRUCTURES -1 61 MANUFACTURED WITH 3.,Pei 26 DAY STRENGTH CONCRETE. ZINE 2 10.SANRARY PIPE TO BE SOR,PVC OR AS SPEGFIEO OR PLANS as kOL 4f Y"%i'1f„ 1 11.DPRINGCOTHEYRANSPORd OFSEDIMEMTT"ODFFSIEAREA9 Pgd90RAWfDGE xV TS'THE METHODS 3 MATERIALS BMPLOYED IM THE NiSTALLATiON AND MAINTENANCE OF EROSION G.ORrrROi MEASURES SMALL 4 CONFORMTOTHE NEw MARK SUREST EROSIUNANb BEOIM'ENT COWRiOL ] 12 AMOISTURE CONTENT ASEOETERM I'BVSTANDAIRD PROCTORTES7 BS%MAXIMUM DENSITY ATTHE OPTRAUM 4".5 f;OMFI.LTE 1 1 13.ALL COVERS ON TREATMENT UNIT SHALL HAVE LGCMNO COVERS PLETE 1 PROVRiE]"VENT WPE.PROFI THE OWTS T4 THE SIN4LE-FRMILT eWELLANQ ANP COxNECT dO THE WkS1�E PPE VENTWG - (ll 16° LONG suul�Lo MTQ AND'YME65RVW CLP vEA.PDsmvB SLGrE CIwMTwE owns sa,rwENuuaN saANY LxwID <1> 2e" LONG 1 tll IQ' LONG DRAWN BY:AMV15 PART 06/03/14 ' 007 HA-180055 SANITARY SYSTEM DESIGN 5 BEDROOM RESIDENCE = 550 GPD ry A/I SYSTEM: W o HYDROACTION AN500 = 550 GPD 0 LO LEA G: W 0 N �1� g DIA X 16' DEEP LEACHING POOL ¢ U [1� 8' DIA X 16' DEEP EXPANSION POOL o EXCAVATE TO FINE SAND SP @ - 20' BELOW � o SURFACE. OF 0 M -THERE ARE NO DOMESTIC WELLS WITHIN 150' a.PROPERTY Lij -THERE IS NO SURFACE WATER WITHIN 300' OF U) PROPERTY SGOUROS 525 STANLEY ROAD MATTITUCK, NY SCTM# 1000-106-08-15 AREA FOR HEALTH DEPARTMENT APPROVAL STAMP _ m Design PrOfessional'S Certification Required. Submit P E,or IIt.A.Certification For The InstallatiGn and Construction of the Sewage Disposal System Use form 4UWra1-073 DRAWN BY:JF I JP - - - 3,2022 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOMARCH 2 R A SINGLE FAMILY RESIDENCE ONOLY SCALE:AS NOTED R 22-0708 v �J,�'�ti1"E 51912022 H S. R��-' No. SHEET NO:m.w APPROVED 5 t BEDROOMS EXPIRES THREE YEARS FROM DATE c OF APPROVAL HOLD-DOWN FORCES: 1. 764 LBF- SIMPSON STHD14RJ a` 2. 1$59 LBF- SIMPSON STHD14RJ 6. 2007 LBF - SIMPSON STHD14RJ 7. 2771 LBF - SIMPSON STHD14RJ ' 8. 3305 LBF - SIMPSON STHD14RJ Z 9. 5164 LBF - SIMPSON STHD14RJ 5290 LBF - SIMPSON STHD14RJ U ,a>�r� 4 . 11. 3500 LBF - SIMPSON STHD14RJ 12. 13028 LBF - SIMPSON HDU14 0 13. 13338 LBF - SIMPSON HDU14 a. A 14. 3980LBF - SIMPSON STHD14RJ (� 15. 11336 LBF - SIMPSON HDU14 Z FD O 16. 7097 LBF - SIMPSON HDU11 17. 6690 LBF - SIMPSON HDU11 O P4 W 66'-1" 0 Z V 0 24'-1" 27'4" 3'-0" 5'-10" 3'-0" 0" 2'-0" E—i cv H Z ------------------ -8Y211 a -------------, LL_ C? - 1%" P• i� c? M ---__-_-iN M O----------------------------------------------------------- L6" ---------- 14a - n n o" v n ^ °� n v p 1 C 1 � •�, 17 c, --------------- ----------------------- o---------------------------------------- 1 1 1 1 4'-7/11 W SEE SHT.A2FOR 4'-79/16" -------- r 6'-1" CONCRETE STAIR 1 M 21-911 AND DOOR OPENING 2'/z"' 1 ____ I 10 a 3 15/16" p. < ------------------------------------------------------------ ------------v o-------------4_--v n------ d--A• ti-a--v p-s----�/O__r'__4 ��....//G Q 1 , I 1 11 I I m I I i 0 m 1 I 1 C ' U111 C 40'-6YZ" UJ 0 12'-011 11'-6Y:" n 3'-7" 3' 6%" 7-0%" W 5-4 5-10 5-10 7-8Y:" z i - o • - 1 I I 1---------- 1 I 1 1 1 1 I 1 I 1 I I 00 0 I ° 9_ 1 1 1 1 t 1 1 1 1 I 1 1 1 v M , 1 1 1 1 1 1 I I I 1 I 1 1 1 P ' —e —'-'— •— L - ' -e- -'- - -'- -�- ' - �- - ' -e- -'- - - L ' - - - , I m rz Lo - � L.L. \ice_j x Q _ ________ 1 " a __ _� a_-__----� a________• 1 1 1 a___-_-__� C 1 ['■' O O ---- - ----' y' 6, • i Z STEEL LALLY COLUMN ON a STEEL LALLY COLUMN ON ' ' ' co 1 1 M 1 1 p ,` Z co � ' ' t ° 3'X3'Xl'CONC.FOOTING 3'X3'Xl'CONC.FOOTING - � 1z I � �� O0 00 ')— - — _- 1 _ w/(4)#4 BARS EACH WAY w/(4)#4 BARS EACH WAY Q m - - - - - - , —e —,- - - - - - - - - - - - ,_• - O N 13 (e I 1 (TYPICAL) (TYPICAL) U) D M 1 ------- 20'-911 18'-1Y" o (n tL O co STEEL LALLY COLUMN ON jj.I V) �� 3'X3'X1'CONC.FOOTING LL w/(4)#4 BARS EACH WAY (TYPICAL) I i I ' lIl I , V I 1 O I I I I P ^ 0 1 I i O, ' u ^ --- . -------- ----------- ° . vn 4 1 DRAWN BY: )F I o4 - - ------------------------------- -- ------------------------------ ! d I � � 'V p �� 2 P • $ N n \ - 1@________________________________________________________________ 8/8/2022 `7/Z 2'-2Y8" 5'-3 9/16" SEE SHT.A-2 AND A-3 3'-5Y8" 5'-10 1/16" SCALE. SEE PLAN 1/z 1X., FOR MASONRY PORCH 1'/z" 1%" 5'-5 1/16" 7'-6 7/16" 5'-9 9/16" 9'-3 15/16" 24'-0" 12'-11Yz" 12'-0" 15'-1Y:" 2'-0" SHEET N O. 66'-1" FOUNDATION PLAN SCALE: 1/4" = 1'-0" ,1 OCT1 ryry ryry TOr�.,.'�l, DRYWELL I (+ v O i I Q it Z �D O II Q O Z n P4 w II O z 10'-3" 13'-10" (VIF) --_ -4 - _-c_------ �. O 0. 1- 0 ---------------------------- ----------- ----------------------------------------------------------- --------- - 1 I N �J I . p• ted . C.d a• Ld . D.d a a• d v D.d a. d y D.d p. d D d ° • p. d D.d ° a• d JD I O I do "w) 1 G I I jLj ------------------------------------------------------------------------------- Foul I _ I 1 ' O � 1 a I o 1 i � N � i I � I I C, 1 I I I , I a 1 i I a < I ----------------------------- -- -- - -- - --- -- - -- _- -- ---------- 1 1 I � a . ° d D d � a . d Dd � a . d D d •' a . I t I I p_ 1 1 a ----------------------------------------------------------------- ' r✓ , i 1 I I I I 1 I I ul - --- > 1 I 1 I I I 1 I � I 1 i I I �. luI I 1 I I 1 I I 1 p 1 i 1 i •--------• r--------• .-.------• r--------• ° 1 I ;--------; I , 1 1 I D I 1 1 1 1 1 1 1 1 1 1 1 1 ? I I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 ° 4 1 1 1 1 I 1 1 • ----, a--------• i ,<• I ` UJI I 1 1 i I 1 I - - - - - - - W I I- - - - - - - - — - -1 - I I 1 1 I 1 1 > I A I • I 1 1 1 4 ' ' ` ' L 1, Z 1 I 1 ; ' C I ' ' t/L■ Y+ W (.0 Q co I I I 1v I fI v/ O `o A `� � 1 � o �.n•L W cn vJ 1 D O-------------------------------------- ^ vim, .v < dv v • -----------------------------; --v--•------- -v-y- ------,V------a--------- V 1 V, v v /�` -------------------------------------------------------- 'n d V/ , v-` vn ... _ vv ^ v� •� ° v v ^ v; �Z, - ------ ------------------------------------- ° ' 0 _-_' o PORCH Ln , a n •� v v v v� .v a v V v� .v a t V I'� .v . v J v� •" I I a STAIR —————- ° —- —————————————————— ————————————————————————————— DRAWN BY: IF ------------- A 1 I 8/s/2022 2'-6" 7'-011 17'-7%'I loe 27'_1,2" SCALE: SEE PLAN FOUNDATION PLAN SHEET NO: SCALE: 1/4" = 11-0" A- 2 Z ' v �u O 0 PROPOSED PORCH N 6X6 ACQ POST Q (BOX IN) (3)2X8 GIRDER(BOX IN) (3)2X8 GIRDER(BOX IN) (3)2X8 GIRDER(BOX IN) O =_ ===----------------- __ ® ---_---------_------ � ----------------=== � z 0 --------------- < 0 �, z � w z 1'-8" 7'-7%" '-10%" 7'-8" 7'-S%" 0 Z V S.. S.. «.." O �1 �•'� En 1ST. FLOOR PLANS N 1*0 SCALE: 1/4" = 1'-0" �'�� ,�s'z��"wM •�bra • '• LL- lit { 2X6 ACQ SILL PLATE COPPER COATED TERMITE SHIELD ANCHOR BOLT-..;, i 6X610/10 WWFa SILL SEAL #4 REBAR- 4" EBAR ` 1 4"THICK . •s . .s _•3 9 MIN. Ir CONCRETE SLAB r ° y GRADE TO SLOPE r"1. . • Y AWAY FROM BLDG. 'a n POURED CONCRETE a FOUNDATION WALL a PROVIDE 2X4 KEY 'o na a 8.. �Ds� O• —� #4 REBAR COPPER COATED 2X6 ACQ SIMPSON JOIST HANGERS -0GARAGE FOUNDATION TERMITE SHIELD D SILL PLATE AS REQUIRED � W -OVER- O �+ z 1 SILL SEAL SCALE: 1/2" — 1'-O" 01.1,6 12 I� GRADEITOSLOPE P(3) @164 V 5/8"dia.ANCHOR BOLT I AWAY FROM BLDG. C z z Lo w/3X3 SQUARE WASHER D. i 16"oC r WON AND NUT(TYPICAL) J SPACING TO BE 36"OC AND G I I 2X10 GIRDER SIM TON H3 w x O � w/i 1'OF CORNERS AND V' O INTERSECTIONS D' I (BOX IN) O m 8"PC WALL 0 3500psi 50 — _ (3)PORCH POST w U #4 BAR @ 24"OC o OVERHEAD CLEAN- (MIN 6X6) EXTERIORILL LL DOOR(TYP) WALL(TYR) 60 ksi I I O D• (4)#4 BAR SLAB EL EXPANSION #5 REBAR 60 ksi — REINFORCE CE /6X6 0/10VJHICK MM (TYP) BITUMINOUS - REINFORCE w/6x610/lOWMM JOINT TYP @16"OC EXPANSION COATING Ln OVER 04 REBAR @2'CC EW. 4"CONC.SLAB JOINT(TYP) ' MIN.1/8"PITCH 3'0"APRON D I--- SIMPSON ABU 0 DRIVEWAY 30"DOWEL p #4 REBARI HAUNCH . POST BASE SLAB �V 1/2"EXPANSION JOINT D� @18"OC �t A ' Z >D ' 2X4 KEYWAY �t ALL FILL BENEATH CONCRETE d - 6X610/10 WWL 4"CONC.SLAB b SLABS R LATIVEBE DENSITACTED Y. .� o #4 REBAR .� 9s%RelanvEDENSTe 4 ' 4 m 8"r COMPACTED D B! •' _ _ — _ DRAWN BY: JF .CLEAN FILL _ e: 16"x8"FTG 8 _ _ = 1 � (TYP) 1�_T : ON UNDISTURBED SOIL p m - 16 - 6 07/8/2022 FOUNDATION DETAIL SCALE: SEE PLAN L . .. •e: h l'-4"MIN. SCALE : 1/2" = 1'-0" �� A GARAGE ENTRANCE SECTION- SECTION A-A SHEET NO: SCALE : 1/2" = 1'-0" SCALE: 1/4" = 1'-0" QN - 1757B / JN - 72494 / NY Ln ql 03 5 Ln TfIE PEW' OF AY, zl:iK PERFECTION -_ PAX ^^J .\ J i W aiU uJ Q CSIWO L'�,tS of R4, LLC. '7172 ROUTE 522fflAOLEBURC, PA 17842 0 0PffOvVE- (570) 837-2333APPLICABLE CODESNEW YORK C❑DES2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING -CODE (WHICH INCORPORATES BY REFERENCE): - - u U N 2020 RESIDETNAIL CODE OF NYS 2020 ENERGY CONSERVATION CONSTRUCTION CODE ❑F NYS 2017 NATIONAL ELECTRICAL CODE L J I I -- 0 0 CO O zr - Lihd 61 v -- - - -- DESIGN CRITERIA El u 0 0 SITE ADDRESS: 525 STANLEY RD, MATTITUCK NY 11954 q in USE GROUP DETACHED SINGLE FAMILY DWELLING q V CLQ CONSTRUCTION TYPE VB - WOOD FRAME UNPROTECTED UJA a 0 ® �� FOUNDATION BASEMENT - UNCONDITIONED ROOF PITCH: 7/12 # ❑F ST❑RIES 1 2 1 SO. FT: ® ---- - CLIMATE ZONE 4 EXPOSURE C 1ST FLR: 1108 SQ,FT. -J SITE CLASS: D SEISMIC DESIGN C 2ND FLR: 1081 SQ.FT. Q E - CATEGORY TOTAL: 2189 SQ.FT. -T_ O� � Q � WIND LEAD AS PER ASCE 7-16 Q >_ UPLIFT AS PER ASCE 7-16 r17 WIND SPEED 135 (Vult) AS PER ASCE 7-16 I I I I i i � Z z . WIND BORNE DEBRIS YES U GROUND SNOW LOAD 25 PSF FLOOD ZONE REQUIREMENTS: ZONE X MAP#:36103C01431­1 U U UNBALANCED SNOW 1.5 ALL CASES I Z I— q Ln nn// �- FACTOR: -- ------ -- L� <F -1 m i_ 0 RAFTERS: (16' ❑.C.) TOP CHORD LIVE LOAD = 36.9 PSE -- ------ -- LL TOP CHORD DEAD LOAD = 15 PSF V Q LL O BOTTOM CHORD LIVE LOAD = 20 PSF •• BOTTOM CHORD DEAD LOAD = 10 PSF CEILING JOISTS: SLEEPING AREA - LIVE LOAD = 30 PSF r---------------------------'1 -=__ [n N STORAGE - LIVE LOAD = 20 PSF DEAD I I -------- ------ LOAD = 10 PSF OR ACTUAL WEIGHT I V - REQUIRED COMPLIANCE SIGN I ` ---------------------� q FLOURS: NON-SLEEPING AREAS - LIVE LOAD = 40 i F/ [IN-SITE BY THE BUILDER i O m PSF SLEEPING AREAS - LIVE LOAD = 30 --- --- >1 PSF DEAD LOAD = 10 PSE --------------------- FIRE PROTECTION SMOKE ALARMS AS PER STATE CODES ENGINEER: THIRD PARTY SEAL LOCATION SYSTEM: DRAWING INDEX ADHESIVE ONLY METHODS ❑F ERIC TOMPOS, ICC-NTA CARBON MONOXIDE DETECTORS PER STATE CODES REVIEWED FOR CODE COMPLIANCE al FLAME SPREAD IS LESS THAN < 200 ATTACHMENT OF GYP BOARD 305 N OAKLAND AVE A�� SMOKE DEVELOPMENT INDEX: < 450 PAGE # DESCRIPTION DATE DRAWN REVISION q Al COVER SHEET 06/01/22 DOCUMENTATION OF ADHESIVE ONLY ATTACHMENT MUST BE OF N NAPPANEE,IN 46550 > f INSULATION SEE RESCHECK FOR INSULATION VALUES SHOWN ON MODULAR PLAN DRAWINGS. G J . TO U y Z Q I I ALL SITE PLAN 06/01/22 Q' �A O Q Y VENTILATION: MANUFACTURERS MUST IDENTIFY WHERE ADHESIVE ONLY BATH FANS TO PROVIDE A MINIMUM AIR EXCHANGE OF 50 CFM KITCHE A1.2 GENERAL NOTES 06/01/22 ATTACHMENT OF GYPSUM BOARD IS PROHIBITED AND WILL �cP q RANGE EXHAUST FAN TO PR❑VIDE AN AIR EXCHANGE [IF 100 CFM A2-A5 ELEVATIONS 06/01/22 NOT BE USED, � RADON VENT COMPLYING WITH IRC APPENDIX F SHALL BE INSTALLED A6-A7 FLOOR PLANS 06/01/22 ADHESIVE ONLY ATTACHMENT GYPSUM BOARD IS PROHIBITED WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. IN THE FOLLOWING LOCATIONS. •-- A8-A9 ELECTRICAL PLANS 06/01/22 �U (U (U Cu cu cd (RESIDENTIAL) NOTE: VENTS MUST BE DESIGNED FOR THE ROOM SIZE/EQUIPMENT PER A10 FOUNDATION PLAN 06/01/22 2 � W \ 0-i \ C�j 0i MANUFACTURERS SPECIFICATIONS. 1. DEMISING WALLS BETWEEN GARAGE Ail-Al2 BRACED WALL PLANS 06/01/22 AND HOUSE. cP O O p\ O )KxBUILDER TO INSTALL A FRESH AIR INTAKE FROM THE I t� & [IN-SITE CROSS SECTIONS 06/01/22 O 4 �$1 , , 2. FIRE WALLS, FIRE BARRIERS, FIRE SEPARATION WALLS, �O�, CD FORCED AIR SYSTEM TO MEET THE REQUIREMENTS OF M1505,4.3(i), PARTITIONS, FLOOR AND CEILING ASSEMBLIES. 'IVF Ri \ \ \ AND N1103.6.1 (REQUIRED AIRFLOW: 75 CFM) A14 SECTIONS AND DETAILS 06/01/22 ESS! �7114122 (u (y) M 110 A151-A15.5 RAFTERS & CONNECTI]NS !)6/01/22 3. WHERE LAMINATED OR COATED GYPSUM BOARD IS TO BE BLOWER DOOR TESTING, DUCT TIGHTNESS TESTING, ENERGY TESTING INSTALLED. AND ENERGY RATING TO BE DONE ON-SITE BY THE BUILDER A16 LVL FASTENING DETAIL 06/01/22 4, WHERE SHEET VAPOR RETARDERS ARE APPLIED TO THE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. iE ENERGY TESTING AGENCY: LONG ISLAND HERS A17 FASTENING SCHEDULE 06/01/22 INSIDE OR GYPSUM FACE OF STUD CONSTRUCTION. THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE INCOMPLIANCE WITH PFS CORPORATION THE 2018 IRC AND THE 2020 NYS UNIFORM CODE SUPPLEMENT 417 CENTRAL ROAD, BLOOMSBURG, PA 17815 --1 --� Q Q PO BOX 149 WATERMILL NY (631) 726-0433 A18 WINDOW AND DOOR SCHEDULE 06/01/22 z > 5. WHERE LIMITED ]N 'HIGH WIND DESIGN' AS A FACTOR OF W �--i W W J H A19 ELECTRICAL DETAILS 06/01/22 THE WALL ASSEMBLIES' WIND RESISTANCE "SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL" J l Q FORCED AIR HEATING SYSTEM ❑N-SITE BY OTHERS 06/01/22 W a H E I I A20 PLUMBING DETAILS SITE COMPLETION REQUIREMENTS: A21 DWV/SUPPLY PLUMBING 06/01/22 (/) ; > LL A22.1-A22.11 RESCHECK 06/01/22 LLI LJW ALL MATERIALS FOR THE FOUNDATION, INCLUDING SUPPORT COLUMNS AND A23 ELECTRICAL LOAD CALCULATION 06/01/22 CONNECTI❑NS, CONNECTION FOR FIRE PROTECTION SYSTEM (CO DETECTORS/SMOKE DETECTORS ETC.) (IDENTIFIED ON PLAN), ON-SITE TILE, INSULATION AND AIR A24 DFU CALCULATION 06/01/22 SEALING OF CEILING ACCESS PANELS, EXTENSIONS OF VENTS THROUGH THE TRUSS UTILIZATION FORM - 1 PG 06/01/22 ROOF, FIELD INSTALLED HANDRAILS, ON-SITE ROOF CONNECTIIINS LISTED ON REVISION LIST O O PAGE A15-AI5.9 OF PERMIT SET, RODENT PROOFING, COMPLETION OF SHINGLES ON ROOF AFTER ROOF IS RAISED, GUTTERS AND DOWN SPOUTS, RIDGE VENT CALCULATIONS MANUAL - SEE CALCULATIONS INDEX (125 PAGES PAGE # REVISI❑N/MODIFICATION COMPLETION, SIDING, SOFFIT INSTALLATION, INTERCONNECTION OF MODULAR PAGES IN SET: 39+(125 STRUCTURAL CALCS ) = 164 TOTAL y UNITS TO EACH OTHER AND THE IST FLOOR, INTERCONNECTIDN OF WIRES, LAYS, TUBS AND SHOWERS, ALL SUPPLIES AND DRAINS BELOW THE FLUOR JOISTS, GENERAL NOTES INSTALLATION OF ALL GAS LINES, ,ON-SITE APPLIANCES, INSTALLATION OF 1. THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE PROPERTY OF APEX W n2 c FLOOR INSULATION, AIR LEAKAGE TESTING, INSULATED FLEX DUCT FROM HOMES, INC. THE METHODS OF CONSTRUCTION DETAILED WITHIN SHALL BE KEPT w z M BATHROOM FANS DIRECTLY TO THE EXTERIOR, FURNACE/AIR HANDLER, ACCESS TO CONFIDENTIAL. ANY UNAUTHORIZED USE OF THESE DRAWINGS WITHOUT THE GRADE, GARAGE DOORS, WATER HEATER AND INSTALLATION, FIREPLACE, STAIR I RAILINGS,BEDRUOM #1 COMPLETION & ELECTRICAL, KITCHEN SINK, . GLAZED CONSENT OF APEX HOMES, INC. IS PROHIBITED. OPENINGS IN BUILDING LOCATED IN WIND BORNE DEBRIS REGIONS SHALL BE 2. APEX HOMES WILL BE CONSIDERED AS A 'SUBCONTRACTOR' IN ALL O Q M PROTECTED FROM WIND BORNE DEBRIS AS FOLLOWS: BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A 'GENERAL r O SITE SUPPLIED WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH CONTRACTOR' OR 'BUILDER'. THE SPECIFICATIONS ENCLOSED ARE FOR \ THICKNESS AND A MAXIMUM SPAN OF 8 FEET SHALL BE PROVIDED F04 DESCRIBING AND DETAILING THE PROPER USE OF OUR MANUFACTURED BUILDING OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRE-CUT S❑ THAT THEY CAN BE ATTACHED TO THE FRAMING MODULE AND ITS C❑NSTRUCTI❑N. COMPLETE PROJECT BUILDING DESIGN ( i.e. h SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED SITE, FOUNDATION, DECK, OR PORCHES, ETC. ) SHALL BE BY THE "GENERAL O OPENING. PANELS SHALL BE FASTENED TO THE DWELLING IN ACCORDANCE CONTRACTOR'. ALL NOTES PERTAINING TO 'IN FIELD', ON SITE OR 'BY Ly w WITH TABLE R301.2.1.2. THESE PANELS WILL BE PROVIDED AND INSTALLED BUILDER' SHALL BE THE RESPONSIBILITY OF THE 'GENERAL CONTRACTOR'. ON-SITE BY OTHERS 3. THESE PLANS MUST NET BE SCALED FOR DIMENSIONAL REFERENCE. ALL ® q O DIMENSION LINES AND NOTES SUPERSEDE ANY SUCH REFERENCES. Manufacturers NO. M 1168 4. THERMAL TRANSMITTAL VALUES FOR ROOF, WALL AND CEILING LOCATED ON z\ REScheck QN - 17578 / JN - 78494 / NY �- CIL/ co o Ln E— w COCOLLAE _ o,..r.•.n...u��r��e.a.....a lw w.-TRMw.rMu=sswwEla� _ COLLAR P4 STOPPER END PROPOSED rzs} 6'IE..rr.Rte. I� PLUC ELEC. �� re6 070 PANEL RISER R COVER `: }• e..<,...�.�e. ^^'w"wr..c.�..r•v+.no�•suni>�r m.o-,.w.. t/�� p a,.m,��-v.n�.,..�Aea.wo...ns+.C.•M.�. \ V r M n.m..rad.MM "w..�.a�. ..M.�.��..,...p...w. .e n CKING� AAM 9REAKER by 'rA.rr.en wavrswnar..enn.,..�whw.•..w.a.mwu+..+.rer c.m+m REMOTE PLC CONTROL PANEL 1 EX ER OR RA" W/HP80 COMPRESSOR �r '..M•Na.aa. F� wr�P � � q� a SEVER PIPE) JxYC1MV n,..e.m .,.,..,.......are.,o,..m,..a,e•n...... CRADEW I —_ Per •n..n..a .waq wmvq..o m,r w�nw rn•oevnWavw (TYPICAL) SPRMxLER BOX — r.•ew.�or.ao•M�sa.,s.aTYnne PVC PIPE 03034 COVTRa PANEL Lw 1 °ipip1T El p 3B SDR �1 Aw UP 1MRE PLAITCWM AT a r> rA m°° meM: �w+ o..0..o rso.BEND UBPCXI BURIAL ELEV.1'OZ . . a .w,.4.�..,,�_ Q _J WTosEPnc E nnTROL PANEL 8c AIRPUMP ELEVATION , rA.rr.WRMrs a I PROM DWEWNG TANK G /IrP80 c MPREssaR T��..a•®a'a...awr.�n.n+a......ve•,.o.,...,ern.P.,.,.,a.. JN T.S• Pan ar R REIS /�PLC CdJIRa PANEL DOKRPIGSLE Pa Ytp(L0 P,.N eT,.wwvrswA rx.a.au..aM,r.,nrn.rsom MA.r�a,n•.w•r.elnwAaenaMCl.60•PVC WYE p*J5 W/NPW CaAVE5'Sov AIR PLWP gmwarr co)cn D-0: E SECONDLY"roYrn .w•..n)m•,M.nna.ur..=se armnN w+Ae,.M m.m•a>.n nm.�wN.a•R.+ p H ,M.Pa'.wawTa..Arta..rev.M.M.a.rar.wrnrwlMAncrws W Oa HOUSE ADAPTOR V l I �Z I:NaNA R.aA...r Y ELECTRIC RISER DIAGRAM :°,E""^waa.wra .nr�..aM.,"�wrA� �j (n r ^ a:�. �...r....�.... .� a~ V J CLEAN OUT DETAIL N.T.S. � � � r ��dam;•.. � N� K wW O o N.T.S. f E rn.N .��M.n..a..,M.<N eb ...r....r.n awa'n..aw'.a'na,N.N,.,., >war•an.�.�w��•ww.�a.. rww5r+.emwuxa � .-� w C-C2 sa ..w r.aW.e., P•.••e Mnmw... Z Q II Y=' GenrralCv.bnctlan l'IIM9 n I \ DWELLING PUBLIC WATERER DWELLING ON 7} LD PUBLIC WATER � DWELLING ON Ate, " µ" n"� AMM as>4".aM r PUBLIC WATER DWELLING WITH BILL OF MATERIALS M" r�RM.,Maro.mw" Y .,c . I J PUBLIC WATER DEM P/N ¢SERPT10M pi ' Mxn osawuE.a nea= �ve.awo v'rt`EN v d N HA-I90C.56 TANK,AN500 245 NITROGEN E ION 1 xvw, A IRJJ11 TANK,pN500 245 RETREATMENT 1 V B 100118 CIRIPLING,4'SCH 35 PVC S%S 1 uwn.,ruwrewNsrMr vrc uew�swa.w.uev.au,v r,a vr_ °"04fe5"'ar,u. O C.L.EL. 2400,9 FG CONNECTING PANFI 24%I9 2 CI x ua mu Mmmn 160028 A9 SIVE.CARTRIBGL 1 C2 240031 SCREV,1'RIO SCLF TAP PPH IINC 2 •,u e•MuaTa svaueEavwr [�, 53.1' 0 760066 FASTENER,3/e-16%3 3/4'AT H',CS '°w" D"'^* a•tea r DI 2WO13 NUT,3/8'-16 SS 3 (r_^, (r_�, L � STANLEY D2 200006 WAS�,f K.3/e-16 SS . ' w.sw..a...xr..o�nme,.cva+.ao,o.Movo.a,,•W,rrwe,,..a ^v ll+ ^' Ill V �y l lJ C.L.EL. B3 20J034 WAS,II SS 3/8'LOCKWAS/TER 1 E "'t10 ASSEMBLY,RE-CIRCULATION 2'5 WMP E E 1 UTILITY PUBLIC WATER IN STREET) 2.33' ROAD F AP601-P AP600 ATU V/PLATFORM COMPLETE " yam , o Ms.N • \ G EC50-30-LI00-PL EC50-30-L-100-PLC 1 POLE H 100023 PIPE,4'PVC SCH35 6' EDGE OF PAVEME T t 190623 FI-E,4'PVC sa.ls J 180111 TEE,STRAIGHT 4-SCH35 I K 100023 PIPE,4'PVC SCH35 (1)10'LONG 87'11'00"E _ I 110.00' PIPE UTILITY AN500 243 NITROGEN REDACTION SYSTEM COR.EL -- - END POLE q DWELLING ON 54.9' TEST HOLE I > COR.EL. PUBLIC WATER PROSED \ £L.54.0"��i 3 52.8' 435.0' SANITARY SYSTEM DESIGN f::DWELLING ON OVERHEAD /r PUBLIC WATER ELECTRIC LLl �L \ o PaDI•osEo o WATERSEmaC' 0 5 BEDROOM RESIDENCE = 550 GPD a 0 o o Z Z N In A/I SYSTEM: z W = oVACANT HYDROACTION AN500 = 550 GPD w o NYDROACIgN \` I � � W ? O O LL ANS()() a LEACHING: Z � U U TEST HOLE DATA D [1] 8' DIA X 16' DEEP LEACHING POOL ULEI o' ^ �— Z q McDONA1 8121GEOS £NCE M [1] 8' DIA X 16' DEEP EXPANSION POOL (n z r2 n n/ z H J Lo Ir/rs/zr L u 1 �, EXCAVATE TO FINE SAND SP 0° — 20' BELOW , LL _ m FIECTRICAEL54.0— WNNECTIG PROPOSED 2 STORY u 1 O SURFACE. w X SC BROWN CLAYEY SAND CONNECTER! FR. HOUSE & GARAGE L� NCONOA 5 BEDROOMS SP 4'BROWN FINE TO MEDIUM SANG 1 c4 -THERE ARE NO DOMESTIC WELLS WITHIN 150' OF = o m 3 r E F.F.=57.0' PROPERTY W 0- a /f- O Q I-L- e PAOF�A� -THERE IS NO SURFACE WATER WITHIN 300' OF \L Ln � D SC BROWN CLAYEY SAND WITH GRAVEL IM-P AMB coNTa«s PROPERTY Z/5 2 � SM BR014NSILTY SAND LOT 12 LOT 14 //�[��� SGOUROS Ln N �I 34 525 STANLEY ROAD SP PALE BROWN FINE SAND 1 40' 1 ,� MATTITUCK, NY L(7 NOTE: NO WATER ENCOUNTERED 1 SCTM#1000-106-08-15 Cl1 HEC AREA FOR HEALTH Q sig S53325.�/4/19 a DEPARTMENT APPROVAL STAMP o z V LOT 13 1 Q :T 7: Y Q I I 1 COR.EL. 1 of NEWY DRAWN BY:JF I JP 54 5' I _ LEL. co MARCH 23,2022 (URi oj � (U Fzj \ (U \ c\U CU (LI N88'47'00"W 66.03' N85'39'00"W 44,02' ND OStb'C F ' SCALE AS NOTED CD \ O CD \ O M � �, CU Cu N/0/F KLEINSCHMIDT LOT 13 SHEET NO: .0'j-' (U M �,D DWELLING WITH "MAP OF SUNSET KNOLLS" SITE PLAN SCALE: 1' 10' PUBLIC WATER FILED JANUARY 5 1968 FILE NO. 5023 Y F—I H J J J Q Z Q O J LL_ CL IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OW W QF A LICENSED � � PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O F202 THE BEST OF MY KNOWLEDGE, BELIEF ANDOFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE EN REVIEWED AND ARE IN COMPLIANCE WITH THE0 RESIDENTIAL CODE OF NYS REVIEWED EIA� IFORSEAL CODE COMPLIANCE ENGINEER: ERIC TOMPOS, ICC-NTA I 305 N OAKLAND AVE NAPPANEE,IN 46550 0 �i w C�♦ � 194 � � ob� DFS CORPORATION 417 CENTRAL ROAD SUITE 2 BLOOMSBURG,PA I QN - 17578 / JN - 78494 / NY L' Ln co GENERAL NOTES 2020 RESIDENTIAL CODE OF NY NOTES ELECTRICAL NOTES 1. WIND❑W EGRESS REQUIREMENTS MEET x 2017 NEC NOTES I Q 1. GASKET ❑R WEATHERSTRIPPING AND 2020 RESIDENTIAL CODE OF NY STATE, 1. ALL LIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR N❑N-PADDLE FANS H INSULATION, EQUIVALENT T❑ THE SECTI❑N 8310,1 AND 70# FOR PADI;LE FAN BOXES, Z INSULATION ❑N THE SURROUNDING � � � SURFACES, IS TO BE INSTALLED UPON 2. VISUAL INSPECTION ❑F THE 2. TAMPER RESIST4NT ( T.R. ) RECEPTACLES REQUIRED THRU-❑UT THE ENTIRE COMPLETION OF THE SET-UP OF THE INSULATI❑N INSTALLATION WILL BE HOME, UNLESS NOT-D OTHERWISE ON THE PLAN DOCUMENTED BY THE APEX QC 3. ALL BALCONIES DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING 8 w HOME AT CEILING ACCESS PANELS AND DEPARTMENT, UNIT ARE REQUIRED TO HAVE FINE WATERPROOF ( W.P. ) T,R. GFI RECEPTACLE / ❑R PULL DOWN STAIRS [IN SITE BY 3. BUILDER TO INSTALL A FRESH AIR WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH ( _) OTHERS, INTAKE FROM THE ON-SITE FORCED AIR 2, DRYER VENT DUCT SHALL TERMINATE 4, 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PR❑VIDED WITH ONE W,P, T,R, 8 SYSTEM TO MEET THE REQUIREMENTS GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX, O o ❑N AN OUTSIDE WALL OF A BUILDING OF M1505.4.30) -:I- NOT LESS THAN 3'-0" IN ANY ❑F 6'-6" ABOVE GLADE AT THE FRONT AND REAR ❑F EACH DWELLING UNIT, � 00 . DIRECTION FROM ANY OPENING INT❑ 4, HOT WATER PIPE INSULATI❑N SHALL BE 5. THE GROUNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT INSTALLED IN ACCORDANCE W/ SECT, THE BUILDING AND MUST BE EQUIPPED SHALL BE PR❑VIDED AT THE LOCATION WHERE SWITCHES CONTROLLING LIGHTING LD r WITH A BACKDRAFT DAMPER. N1103 4,2 [IF THE 2020 RESIDENTIAL LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT 3. TUB / SHOWER CONTROL VALVES TO CODE ❑F NY STATE FOR OTHER THAN THE F❑LL❑WING1 5, EXTERI❑R WALL FIRE RATING AND HAVE A HIGH STOP LIMIT SET TO A, WHERE CONDUCTORS ENTER THE BOX ENCL❑SING THE SWITCH THROUGH A REQUIRED FIRE SEPARATION DISTANCES LIMIT WATER TEMPERATURE TO A RACEWAY, PR❑VIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL a MEET THE REQUIREMENTS PER THE 2020 w U MAXIMUM OF 120" F (49*8, RESIDENTIAL CODE OF NY STATE TABLE CONDUCTORS, INCLUDING A GROUNDED CONDUCTOR. Ln 4 THE BASEMENT AND / OR ATTIC DOOR 302.1(1) & (2) B. WHERE THE BOX ENCLOSING THE SWITCH IS ACCESSIBLE FOR THE Q q cd MUST HAVE WEATHERSTRIPPING AND A 6BUILDER T❑ PROVIDE AND INSTALL INSTALLATION [IF AN ADDITI❑NAL OR REPLACEMENT CABLE WITH❑UT REMOVING cu SWEEP PR❑VIDED AND INSTALLED , FINISH MATERIALS \ ❑N-SITE BY OTHERS, HIGH-EFFICACY LAMPS IN 90% OF C. WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 300.15 (E) PERMANENTLY INSTALLED LIGHTING Q i- 5. ADD BLOCKING IN WALLS ON ALL ENDS FIXTURES ❑N-SITE PER SECTION D, WHERE A SWITCH DOES NOT SERVE A HABITABLE ROOM OR BATHROOM -� OF CABINET RUNS FOR BASE, WALL, E, WHERE MULTIPLE SWITCH L❑CATI❑NS CONTROL THE SAME LIGHTING LOAD SUCH Q > TALL AND VANITY CABINETS TO PULL N1104,1, o 7. ALL WIND❑WS WITH OPENINGS WHICH THAT THE ENTIRE FLOOR AREA OF THE ROOM OR SPACE IS VISIBLE FROM THE SIDE ❑F CABINETS TIGHT T❑ THE z OPEN 4 INCHES OR GREATER ARE 72 SINGLE OR COMBINED SWITCH LOCATIONS D WALL, INCHES ABOVE THE FINISHED GRADE 0 F, WHERE LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANS W o o a SURFACE BELOW AND THE LOWEST G, WHERE A SWITCH CONTROLS A RECEPTACLE LOADS -1 u PART OF THE CLEAR OPENING IS LESS 6. ALL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A Q H Ln THAN 24 INCHES ABOVE THE FINISHED WET LOCATION STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE FLOOR, WILL REQUIRE WIND❑W GUARDS WEATHERPROOF WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT. ALL CLIQ PER 2020 RESIDENTIAL CODE OF NY ENCLOSURES AND COVERS INSTALLED IN WET LOCATI❑NS MUST BE LISTED AS oj STATE SECTI❑NS 8312,2, THE WIND❑W "EXTRA DUTY / Lo o GUARDS WILL BE PROVIDED AND 7. A LUMINARIES WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED CL INSTALLED ON-SITE BY OTHERS, INDEPENDENTLY OF THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE o Ln MAXIMUM WEIGHT TO BE SUPPORTED, ni 8, ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, w FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS RECREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, u � q Q ' I OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION-TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. cu c�j cu 9. ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERI❑R RECEPTACLES w � `� �' cu AND ALL RECEPTACLES SERVING KITCHEN C❑UNTERT❑PS, THE DISHWASHER o OJ cu o o u CIRCUIT OR RECEPTACLES THAT ARE WITH IN 6'-0" ❑F THE OUTSIDE EDGE OF cv OJ THE KITCHEN SINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED TO BE GFI PROTECTED, H H J _1 Q J z z LL- ED> CL 0- z I c > > > W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ' ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE q N 2020 RESIDENTIAL CODE OF NYS L IHIKL HAR1Y SEAL LULATIUN ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC—NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q �� \G J . TO � o 2 0 � FO PFS CORPORATION 84181 - 417 CENTRAL ROAD SUITE 2 FES,7 BLCOMSBURG,PA J 07114/22 I QN - 17578 / JN - 78494 / NY Ln CL/ co 0 � NY CERTIFICATI❑N FOR M❑DULARS YES X NO z THE FOLLOWING ELEMENTS OF CERTIFICATION (� <1 F---I � Q REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS+ I f- 1) DESIGNATED ONLY FOR ERECTION ❑N A SITE-BUILT PERMANENT FOUNDATION Z)NOT DESIGNED TO BE MOVED ONCE INSTALLED. Q (ZJ < 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE H❑USING, zW OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT TO TITLE II OF THE NATI❑NAL HOUSING ACT, AND El 4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN 8 LLQ ON A SITE-BUILT PERMANENT FOUNDATION, U wz z U ED N 8 o L� o 12 7�-- 0 12 12 I (� q LL_ o 9 9 FIN CEILING u a Lo EGRESS �EGRESS CLI I Cu------- co ::� �,D cu FIN FLOOR __1z Z u o w LLJ U u N FINISHED CEIL NG FIN CEILING >� O L� ti H i Ln 12 m 5 f ----ACL/ LL � LF) w FMcu D Inco o c� N CL qo CU --- -- Ln 0 u Im h1l FINISHED FLOG _ _ FIN FLOUR 57.0 > C/) pq r::).D W � z FIN GRADE < :Ew :T: Y v q PORCH ROEJE, SLAB, HEADER, N cu cu FINISHED GRADE 53.0 � � � RAILING, POSTS, AND ACCESS w m cu c\ � c� o I j R o m I I TO GRADE IN—SITE BY OTHERS q � � � � xx❑MIT SIDING THR❑UGHOUTxx �' - - J J W W Q Q z � W Ed � Q W ^� H � Cl- > > IT IS A VIOLATION [IF ARTICLE 145 O � F THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED � � PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN W W Q ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATI➢N, AND A SPECIFIC DESCRIPTIIIN OF THE ALTERATION. 4 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V y BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE w 2020 RESIDENTIAL CODE OF NYS �J HI.,tU NAR I Y SEAL LUCATIDN ENGINEER: REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA I 305 N OAKLAND AVE NAPPANEE,IN 46550 �+ �P \G 3 7' b * �w .010 � qo NOTE: ACTUAL H❑USE MAY VARY FROM ELEVATI❑N _ ►� � � y 'FS CORPORATION F084 181 ' 417 CENTRAL ROAD SUITE 2 BLOOMSBURG,PA sl 07/14122 I� A 2 QN - 17578 / JN - 72494 / NY Ln 00 e Ln � � W El -j U W 8 0 o co w LL- C") v FIN CEILING � qV ® Lo ® Q of EGRESS �D o i Eo EGRESS n D cu I FIN FLOOR r J CLI Z z —- - - - -— —�13.6875 <E O Ld U U N FIN CEILING 12 FIN CEILING Q F _ V m F— LL 5 Q LL- cu CD O Ln FIN FLOOR FIN FLOOR pq Il u o � xxNMIT SIDING THRNUGHUUTx no Ho � Q INISHED GRADE ClJ (1J (U (U (U o M M p o0-1 I I q \ \ CU (\U \ � (UM M C'7 �D z > H W W J _ �C W CZ Q LL (L z W i I a > > L` > W W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL DF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. D r ` TO THE BEST OF MY KNOWLEDGE, BELIEF AND Q V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE w 2020 RESIDENTIAL CODE OF NYS �J IHIKU PARTY SEAL LULATIU.N ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA � 305 N OAKLAND AVE NAPPANEE,IN 46550 O N Q �Q �NO� ® q 0 NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATI❑N PES CORPORATION F� 0 4181 417 CENTRAL ROAD SUITE 2 C�+ BLOOMSBURG,PA ��++FES` 10 07114122 QN - 17578 / JN - 78494 / NY Ln co Lnn J I � z W 0 El J W � U � 0 0 o 12 00 I 7F E:1 l V rU 12 V ) 4.125 LL- FINISHED LFINISHED CEILING a (__) (1.J CU 0 1200 12 < ~ _ Q N D 12 ICE SHIELD FINISHED FLOOR— 71 - - - W 13 cu Li � U p � FINISHED CEILING N FINISHED CEILING Z E- <1 i —1 >- m LD W CU o u O Ln O �D N � co U Ln DDCDLED00 � U Ll � r � � Q J �1 FINISHED FLOOR ❑ ❑ � ® FINISHED FLOOR ME] Q NZFINISHED GRADE ELEl rl 1:10- FINISHED GRADE 013 [3 mclull q cv cu � (Aj ()jcu (u CD (y) o CD C\j I I NOTE: (U CClj M M `D GARAGE DOORS SUPPLIED & 2:m ' INSTALLED BY OTHERS w W W z Q O J CY Q > xx❑MIT SIDING THR❑UGHEUTxx Cr LL- 0- > > > w w Ld Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED CLI CL PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O O TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE Q y 2020 RESIDENTIAL CODE OF NYS �J HHIhU PAKIY SEAL LULATION ENGINEER: Q 2EVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA � 305 N OAKLAND AVE NAPPANEE,IN 46550 �t Q pC1E, Tp�O�0 W �� NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATI❑N F� SFS CORPORATION 84181 417 CENTRAL ROAD SUITE 2 BLOOMSBURG,PA FIss 10 07/14122 i A 4 QN - 17578 / JN - 72494 / NY Ln �- co El a o � Ln Q (U W II z � W a e W D � e 12 M -]78 lj L C4 I - - - ~ � O FINISHED CEILING U al 0c) Q I � N Q 0 > 12 z Z >— �— �7 FINISHED FLOUR 3F 1z W � U U N FINISHED CEILING (� O z �/ q Ln LI_ Q m f— El c Q O Q LL- cu C4 ALL Lo 0 O Ln Cu O � � FINISHED FLOOR (� a r--),� Pa Q I FINISHED GRADE q xx❑MIT SIDING THR❑UGH❑UTxx c`v cU �' cv cu w IU cd aj cv Mo (� M o CD cu M M J J Q Q Z Z H W L� I > > LL > L,J L lj L Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED CLQ PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS w H1nL rAKIY SLAL LULAIIGN + ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q br� o� J . TO�0 0 N �� NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATI❑N F�' SFS CORPORATION �4181 417 CENTRAL ROAD SUITE 2 FFJJ���` BLOOMSBURG,PA 07114122 QN - 17578 / JN - 72494 / NY Lo L' z co----------------------, Q o � x IMPORTANT NOTE : ANDERSEN 400 WIND❑W SCHEDULE ❑ ALL FLOOR COVERINGS TO BE PROVIDED BY BUILDER, Intl THEREFORE IT IS THE BUILDERS RESPONSIBILITY TO VI ( WINDOW LAPEL ROUGH OPENING �— (� L1- i IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR 1 Q 38 1/8' x 56 7/8' rNEW YORKCODES --------------- __________, LRAISING DOORS_CABINETS_ETC. PRIOR TO CONSTRUCTION <I,, 17 38 1/8' x 68 7/8' V J 12020 NEW YORK STATE UNIFORM FIRE PREVENTION AND I �/ BUILDING CODE (WHICH INCORPORATES BY REFERENCE)' TW1846 22 1/8' x 56 7/8' 2020 RESIDENTIAL CODE OF NYS <j: n 12020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYSI SP TW2432 30 1/8' x 40 7/8' \ V L017 NATIONALELECTRICAL CODE --------J © 7w3036 38 1/8' x 44 7/8'A] I I \ SP CN235 41 1/4' x 41 3/8' z ALL EXT. LOAD BEARING HDR'S WITH SPAN OF 3'-11' OR LESS WILL BE Ill. --- (3) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED. ALL REQUIRED JACK h{ 2x10 o Q CTC3 72 3/8' x 72 1/2' STUDS SHOWN ARE 2x6 SPF #2. P6030 64'-1" ALL M/W HDR'S: WITH SPAN OF 5'-0' OR LESS WILL BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED. 40'-0„ E:1 CIL/ Li- 27'-4' L27'-4' 11'-10" 10" a 0 \ r---------------------� 3'-0" 5'-10" 3'-0' R-13- J INSULATION INSTALLED IN UNDERSIDE OF STAIRS. qti! 2x10 2x10 2'-11" 2'-11" -- ------------------ ® R-13 INSULATION INSTALLED IN BASEMENT STAIR WALLS o FLAT ROOF WITH A STANDARD CASED OPENINGEGRESS O a ' FLUSH CEILING BEAM @ KITCHEN/FOYER O CD CID GLAZED OPENINGS IN BUILDINGS LOCATED IN WIND BORNE DEBRIS REGIONS IF GARAGE S P SP ( ^ SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS FOLLOWS 10'-7 112' 24'-0" TW1846 _ _ ____ TW1946 V J SITE SUPPLIED WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH � II THICKNESS AND A MAXIMUM SPAN OF 8 FEET SHALL BE PROVIDED FOR V OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL DATA PLATE, ST�TE\/ S� El BE PRE-CUT SO THAT THEY CAN BE ATTACHED TO THE FRAMING & PFS LABE /LOC'N. CN23 HDR: (3) 2x10 SPF #2 FWG6068 1711 OMIT 3'-10' SECT SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED (3) 2x6 CLG & WALL GYP (3) 2x6 OPENING. PANELS SHALL BE FASTENED TO THE DWELLING IN ACCORDANCE I SPF #2 SPF#2 WITH TABLE R301.2.1.2. THESE PANELS WILL BE PROVIDED AND INSTALLED r ^� 7'-4" 10'-4" 1' 1° ON-SITE BY OTHERS 2x10 o L,-`J I aP� ii i i jj W3042 W1842 W3624 x o , I 2 I II I m O � �G � 1 SBI (36 1 I DWS BD18 B18 PLUMB FOR 2' WASHER L------------ - 4� IJy to o SP L --- -3D ( ICEMAKER DRAIN PAN IST FLR OF A 2-STORY / L� L---- ---J � FIREPLACE CHIMNEY WALLS TO BE PROVIDED BY I 1/2" (� ~ O v l FLUSH CEILING BEAM TW2432 �\ / l ti ROUGH PLUMBING ONLY �--- APEX HOMES AND FINISHED ON-SITE BY OTHERS. ('') � V Q CL 21-9" @ FAMILY ROOM Sc ROUGH JJJ CD 3` RS4VCTM- F-1' 3' RADON VENT FIREPLACE PROVIDED UnrSITE BY OTHERS 1'-Il 1/2' 0 (j f� �_--) y PLUMBING 1 14'-I" 24'-D" ONLY D 18BBSCP,M2 3' /4' & PLEASE HDTE q d WIRE AND 2-3/4' $'uPP. rSUFFICIENT EXTERIOR AIR SUPPLY AS PER R1006 2' FUTURE VENT u KITCHEN OFILn SITE BY OTHERS q V VENT ONLY FROM 2nd STORY FIRE BLOCKING,AS PER R602.e BY APEX ly C8' ROUND) �— •DRAFT REDUIREH£NTS AS PER R1801.2 ONSITE ED w n f 6 PANEL CU BATH#3 w 31 ( l Ex*OMIT SINK, FAUCET, BY OTHERS a I J LJ AND COUNTERTOP. .ON-SITE HEARTH AND HEARTH EXTENSION AS PER r J F 23'-O" �N N R10UE 10WBETFY OTHERS a_ INSHEO DHSITE By OTHERS Z w Z ■TIGHT FITTING DOORS NON-COMBUSTIBLE DOORS � O I I O �\ 3� PROVIDED ONSITE BY OTHERS, ED J w m FAMILY ROOM z q o L w o 306.99 SQ.FT. o ( I > _ En n o MUD ROOM \ 24.56 LIGHT REQ'D. (� z z Z a ¢ n 51568LIGHT T PROV'D. �r u �a IY w� ,D 2'-3" 27.08 VENT PROV'D. CS STAIRS I I I C I CO Go (U nI }W D ON-SITE BY DN. 3C68 �D W U O x z o� OTHERS I I I I �M PAN. o ---------- o CD ION = 5'-1" cu 10 1/2" 3,-0°2" 2'-8" al 4'-0" I 14=9" -------I I N 1'-7 i/2" N Ln tr G, U (Y) (3) 2x4_SPF #2 ('') M nn ~ (4) 2x6 (3) 2x6 ,D l� `� H _ m ru �—- - - SPF #2 OMIT 3­10'CLG & WALLSECT D GYP SPF #2 r n 7'-3" 5'-0" 3 7 -1 1/2' L� Q ---- -------------- y � � D w -f-.------ ---------- --------- A c2) 1 v2 xs v2' M.L. 1'-6" -- 9 0 � `' �;.� LANDING I--- �i �i I I OMIT 3'-10' SECT (3) 2x6 - TREY I () (U I CL I CLG & WALL GYP SPF 92 CLG I I m - N cu FLAT _ T r L---� I I PEN 3 - - q ~ Lo ON-SITE COLUMN: I I TL=75 KIP al 1 C11 ---- ---------------------------------- I I I I RAILING I I N ONSITE 1 w GARAGE I DINING ROOM I `0 OTHERS STUDY z W o w 1/2' DRYWALL I W/ TREY CEILING I �! i 11.64 LIGHT145.50 REQ'D. � � Q` 5/8' TYPE 'X' CEILING GYP ( + 5.82 VENT REQ'D. cu \ z a I 152.99 SQ.FT. I QI I 25.74 LIGHT PROV'D, Q z o a m I 12.24 LIGHT REQ'D. I x 14.28 VENT PROV'D. (� 0� �w 6.12 VENT REQ'D. ? 03 Q Y Y wo I ]4.28 VENT PROV'D.25.74 LIGHT PROV'D. I \ (U N r w O I I OPEN TO ABOVE () Q J> o I FOYER OPEN a o � s QS < to -o S I �_ " 2 -0" STAIR GEOMETRY: FL/�M I (b � L 1' MIN. 9' TREAD DEPTH \ N" d' --------- e 7R Y MAX 8 1/4' RISER I j6,HEIGHT MIN 6'-B' m , CU RI � OJ cu 1v rd w J CL 1 �O HEADROOM PROVIDED 15'-1 1/2" ^y cu 0J U (ON'ANnSIATE BY OTHERS) CD (� � (Lf q \ \ \ \ \ \ a 17 17 5205 OU 7� SAFETY GLAZED 17 EGRESS 0-j (`) (y) W/TRANSOM R.O. 65 1/4'x93 7/8" �o 17 17 1" 6'-0" 6'-0" J 3'-6" 9'-5" 18'-10 1/2" 28'-10" 36'-0" W W w z 6'-0" 18'-0" 24'-0' 121-10 1/2 -0" 15'-1 1/2" Q DORMER CL DORMER -- � W 0- � H Ll- � I I PORCH ROOF, PORCH SLAB, HEADER, RAILING, POSTS, AND ACCESS TO GRADE ON-SITE BY 40'-0" W >W LL] Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED OTHERS Cl� PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIDNAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE N 2020 RESIDENTIAL CODE OF NYS I HIkL) I'Ak I Y SEAL LOL A I ION ~ 2EVIEWED FOR CODE COMPLIANCE ENGINEER: �1 Q ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q QCIO o�O (P i 84181 '�� CORPORATION FESS10-,A 41717 CENTRALNTRAL ROAD SUITE 2a7J BLOOMSBURG,PA 07114122 N❑TESI 5, 9'-0" 1ST FLOOR CEILING HEICHT (8'-0" GARAGE CEILING HEIGHT) 10, EXT BEAM @ FAMILY ROOM TO BE (2) 1 1/2"x 6. 7/12 STORAGE RAFTER ROOF SYSTEM @ 16" ❑,C, 9 1/4" M.L. IN CEILING & 2ND STORY FLOOR, 2. HEAT SYSTEM ❑N-SITE BY OTHERS 7, 12/12 RAFTER ROOF SYSTEMS � 16" ❑,C W/ SHED 11, CEILING BEAM @ KITCHEN/DINING ROOM TO BE 3, ANDERSEN 400 SERIES WINDOWS B. CLG BEAM @ GARAGE TO BE (4) 1 1/2"x9 1/4" M.L. (2 PER UNIT) (4) 1 1/2"x9 1/4 M L (2 PER UNIT) 4. 1ST FLOOR SQUARE FOOTAGE = 1108 SQ/FT(HOUSE) 568 SQ/FT(GARAGF) 9. CLG BEAM @ FAMILY R❑OM/STLDY TO BE (4) 1 1/2"x9 1/4" M.L, IN CEILING & 2ND STORY FLOOR, (2 PER UNIT) QN — I7578 / JN - 78494 / NY Ln z co Ln ALL EXT. LOAD BEARING HDR'S� WITH SPAN OF 5'-4' OR LESS WILL BE ( ` 4 (3) 2x6 SPF 442 ALL OTHERS WILL BE SPECIFIED. ALL REQUIRED JACK STUDS SHOWN ARE 2x6 SPF 42. ALL M/W HDR'S- WITH SPAN OF 9'-11' OR LESS WILL BE (4) 2x6 SPF #2 J �I f ALL OTHERS WILL BE SPECIFIED. <1 ` V F—i LE- co Ou LL- PROPOSED SECOND FLOOR DRAWINGS ARE TO BE USED cU AS A GUIDE ONLY. BEAM SIZE IS BASED ON SUGGESTED PLAN SHOWN, APEX HOMES WILL NOT ASSUME ANY " U LIABILITY [IRRESPONSIBLE FOR ALTERED CONSTRUCTI❑N I 2x10 OF SECOND FLOOR LAYOUT, 0 o 24'-0" FLAT ROOF WITH A 13'-0 1/2" 19'-8" 33'-Il' 40'_0" z SHED DORMER FLUSH tCEILING BEAM W II sP sP ❑HALL I a �- TW2432 TW2432 EGRESS O LD o I21 3,-0"� 6' V 1 -6' I DKD24 IVDI 21 RDUMBING D ONLY 1 ¢ ,,,, ----� ( Iv T 2x32 F-1 /4' FIBEROCK /� z ———— R1 V l F 1 3/4' SURROUND r^ , l EU SAFETY 4'-3 1/2" _ TO CEILING___ /ROUGH CC) D I �1 lJ GLAZED __ CURB----- PLUMBING>� • --- 8 1/2" r~," ^ ' - � SHOWER DOOR 51'S LY W 1 u J O OUGH EGRESS O I .M BaNDirEas h DPANN LAUNDRY i / 1PLLUMBING �D /�r 1 \_ ONLY CLI 6" " BEDROOM #223'-0" ' VENT --a\ BATH#2 T FLOG 3' RADON VENT BATH#1 144.12 SQ,FT, t\ --,w 11.53 LIGHT REQ'D. o c n x 5.76 VENT REQ'D. O -0" I� 20.62 LIGHT PROV'D. 3 o ROUGH PLUMB ONLY - M 11.46 VENT PROV'D. cu —I F - -I----- co Z ca = CO I I I LIN. :D I ❑H > i�J I Q v I VBD36 I VBD36 I I � �- BEDROOM #1 FRAME OUT �- I I I 3'-8' r - 2 2/8 COLLAR TIES � 382,21 SQ.FT. ABOVE 1—I DN.1 I of ❑ PULL DOWN STAIRS svlB i----------HALL_----------- o ❑ LL] U U N 30.58 LIGHT REQ'D. ON-SITE STAIRS I I I I I R.O.=26 V2'x 54 1/r nREn i I 15.29 VENT REQ'D. IN THIS AREA I 4'-3 3/4" I 15'-6 1/4' 3'-7" 36.08 LIGHT PROV'D. I I I I 2010 VENT PROV'D. L ------------- - -- OMIT 3'-10' SECT SP 2x4 H H D � f — Ln (2) 2x4 CLG & WALL GYP SPF #2 cu 4'-10 1/2" 5'-3" d ) <L O Q IN o LANDING al \" Ln CLO ------------ — - -- ----- CLO CLO CU y CU (A LL_ H H ❑ ❑ �I (4) 2x6 (a) 2x6CL I H H C5 p �) SPF #2 SPF #2 a RAILING 1 r ONSITE BY ~ n3�'-�3 OTHERS BEDROOM #4 BEDROOM #3SLOPED_CEILING L[NE - (0 124.97 SQ.FT, U154.71 SQ.FT,N❑ DOORS BEYOND THIS POINT CLO I o 10.00 LIGHT REQ'D. ()5.00 VENT REQ'D. 12.38 LIGHT REQ'D. o (� (� m 3'-9' 7'-6" CLO 3'-9° 3'-3<u I 20.62 LIGHT PROV'D. o_ 6.19 VENT REQ'D. (-) Nz Z Y I I 11.46 VENT PRUV'D. OPEN TO BELOW 20,62 LIGHT PROV'D, I coQ (� Y 0 I 11,46 VENT PROV'D, 0-1 co m DOUBLE PLY DOUBLE PLY IRDER TRUSS IRDER TRUSS EACH SIDE OF EACH SIDE OF DORMER DORMER SHELF ()J CU (U 1-1 Cu � � 0d (-u o M C ) _o CD I I q ClJ (UOO \ ,D _ _ (UM C� SP `D SP OO SP � O O L-- -- TW3036 `. ----- TW3036_ J O --- --------------- 2'-4 1/2'z'-4 1/2" 2'-4 1/2"2'-4 1/2' ————— 1" 3'-6' 9'-5" 18'-1�DORMER cSPa 28'-10"P6030 z 3'-7 1/2" 4'-9' 7'-3" 4'-9" 3'-7 1/2" 12'-10 1/2" 6'-0" 6'-0" 15'-1 1/2" U j Q j � 12'-0" W H cy I I 27'-1 1/2' a > > L>Ll CL � IT IS A VIOLATION OW W <1 ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED CLx CLQ PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V y BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS w IHIRU PARTY SEAL LOLATION ENGINEER: Q 2EVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 465500 Q o Fw o�O N nFS CORPORATION �0 84 lg1 �V 417 CENTRAL ROAD SUITE 2 FESS�O� BLOOMSBURG,PA 07114122 NOTES: 1. ANDERSEN 400 SERIES WIND❑WS 6, SHED DORMER BEAM @ BEDROOM #1 T❑ BE (2) 1 1/2"x20" M,L. 2. 2ND FLOOR SQUARE FOOTAGE = 1081 SQ/FT 7. 3 8'-0" 2ND FLOOR CEILING HEIGHT 8, 4. 7/12 STORAGE RAFTER ROOF SYSTEM @ 16" ❑,C, 9, 5, CLG BEAM @ HALL TO BE (4) 1 1/2"x9 1/4" M,L (2 PER UNIT) 10, QN - 17578 / JN - 72494 / NY In z co I— C w PANEL BOX CRT BRK VOLT WIRE TYPE TYPE WIRE VOLT BRK CRT REFRIGERATOR 1 20A 120 12-2 AFC[ AFCI 12-2 120 20A 2 SMALL APPLIANCE �� W RANGE 3 20A 120 12-2 AFCI AFCI 12-2 120 20A 4 SMALL APPLIANCE Z �J 5 AFCI 14-2 120 15A 6 GENERAL LIGHTING W J RANGE 40A 240 8-3 r------------�1 W 7 AFCI 14-2 120 15A 8 GENERAL LIGHTING RECESSED LIGHTS SHALL BE IC DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING RATED AND INSTALLED WITH 11 AFCI 12-2 120 20A 12 BATH GFI NO PENETRATIONS, OR TYPE OVEN 40A 240 8-3 � � IC OR NON-IC RATED 13 AFCI 12-2 120 20A 14 SMALL APPLIANCE ' INSTALLED INSIDE AN ' r----------------------- WASHER 15 20A 120 12-2 AFCI AFCI 14-2 120 15A 16 GENERAL LIGHTING APPROPRIATE AIR TIGHT W ASSEMBLY WITH A 0.5' IST FLUOR BATH/FAN EXHAUST VENT TO RUN UP AND THRU � - 17 AFCI 14-2 120 15A 18 GENERAL LIGHTING CLEARANCE FROM COMBUSTIBLE CEILING W/ 4' DUCT ANI TERMINATE AT EXTERIOR CEILING I �— _ DRYER 30A 240 10-3 19 AFCI 14-2 120 15A 20 GENERAL LIGHTING � MATERIALS AND 3" CLEARANCE ' � PERIMETER BANDS TO BE FINISHED UN-SITE BY OTHERS � � u GARAGE LIGHTING 21 15A 120 14-2 AFCI AFCI 14-2 120 15A 22 GENERAL LIGHTING FROM INSULATION (� L-------------P L-----------------------J GARAGE GFI 23 20A 120 12-2 AFCI AFCI 12-2 120 20A 24 BATH GFI EXTERIDR GFI 25 204 120 12-2 AFCI '.r AFCI 14-2 120 15A 26 GENERAL LIGHTING EXTERIOR GFI 27 20A 120 12-2 AFC[ AFCI 14-2 120 15A 28 GENERAL LIGHTING EXTERIOR GFI 29 20A 120 12-2 AFCI AFCI 14-2 120 15A 30 GFNERAL LIGHTING 31 AFCI 14-2 120 15A 32 GENERAL LIGHTING /^ n� WP FIXTURET 33 34 / �/ 27 GFI ❑ - 35 36 XL LD 37 38 • _ I ------ L C -1 w F CT �-- D GFI CT I- C I I - V J 39 40 l�J I o?I GFI i( I (GF GFI GFI v} -,_L 8 41 42 �� I CT 1 t - 12 GFI 4 II I I 11 2 6 I • 7 WIRE AND 8'0 VENT FOR •• I I I I a U ----- 29 WPON-S TE OD CL TERMNATEDNTOHEX ITERIOR GFI I I DN-STE BY OTHERS XL - J I ------------ U1 Q V CLI c c I I � II I I XL _J GFI I I I I I I \ 1 I I I I I I /z I 21 GFI GEI I I o LOMiT ---- I I I I I �L I— I I 11/13 C FIXTURE 11 ---- I I � \�\ ------ / LL-------- ---- ----------------- -" ---- ---- ---- J I ca------------- c D > I— I-1 T �- L i i To 2 ._ S4 — —I z _ Q C MTD L I I I I I I Wu GFI 10 I I i l I u N I I LJ Flo -------�L L— O Q H q Ln ELEC DROPS [-- El (Y) I I - - - - - W/ 22' COILS I I 3' - --- - - "----J I C/ � LL- I ----- L-----� I DTE E O s Nr s3 L i Q O Q r-- � DE I y (U W L- ONG 11 Lo N � I I L____JI — II q Lo — -------- c cu JBOX IN FLR I 2QI I I L oMlr FOR BSMT SD I I I I I FIXTURE I I I I I I W I I I I I I I I I I I I I I I I I I II I I I I > v R q lT- L ------- - M I I ELEC DROPS Q I (tom--------© L L-T- , vI , W/ 8' COILS J CLG MTD �I GFI I I 14 I I� I I I ELECTRIC IN I - ------------- PANEL IN L- ------- ------f , BASEMENT J I F W cdN cCuu I 23 I 6 GFI �3 ------ CD ( ) M CD o I I S4 - F- MAIN SEWER cu q GFI GFI ( L--------- J 0'i 0i CU � XL XL On-T OMIT XL 25 FIXTURE FIXTURE J WP GFI I I H Q W Q LL_ > � 1Z CL > > I > W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Eli Eli PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN t—————— ————-- ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY HIS SIGNATURE, I - MAIN WATER SUPPLY I THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTII7N OF THE ALTERATION. ———————__———J O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE CvrJ 'y PEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS w THIRD PARIY SLAL LUL:ATIUN ENGINEER: 1- REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 J . Tp� �� o oQ cn �� o O � qo OFS CORPORATION 417 CENTRAL R 084181 BLOOMSBURG,PABAD SUITE 2 FESSl��' 07/14/22 N❑TLS: 1 ALL LIVING SPACES ARE ARC-FAULT PR❑TECTED C❑MBINATI❑N TYPE 2. SEE 2017 NEC N❑TE 3. 4. QN - 17578 / JN - 78494 / NY Ln L' �- z co Q o Ln r-, PANEL B❑X I I— CRT BRK VOLT WIRE TYPE TYPE WIRE VOLT BRK CRT C u U REFRIGERATOR 1 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SMALL APPLIANCE l U W RANGE 3 20A 120 12-2 AFCI AFCI 12-2 120 20A 4 SMALL APPLIANCE RANGE S 40A 240 8-3 AFCI 14-2 120 15A 6 GENERAL LIGHTING � L_W -J 7 AFCI 14-2 120 15A 8 GENERAL LIGHTING r������������� � � W DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING RECESSED LIGHTS SHALL BE IC I \ 11 AFCI 12-2 120 20A 12 BATH GEE RATED AND INSTALLED WITH —J OVEN 40A 240 8-3 N❑ PENETRATIONS, OR TYPE 13 AFCI 12-2 120 20A 14 SMALL APPLIANCE IC OR NON-IC RATED WASHER 15 20A 120 12-2 AFCI AFCI 14-2 120 15A 16 GENERAL LIGHTING INSTALLED INSIDE AN APPROPRIATE AIR TIGHT r ____________ 17 AFCI 14-2 120 15A 18 GENERAL LIGHTING ASSEMBLY WITH A 0.5' STORAGE IF ATTIC IS USED FOR u El (U DRYER 30A 240 10-3 IfSTORAGE OR TO CONTAIN NOTE: END FLR BATH/FAN EXHAUST 19 AFCI 14-2 120 15A 20 GENERAL LIGHTING CLEARANCE FROM COMBUSTIBLE 1EQUIPMENT A LIGHTING OUTLETS WENT (4') TO RUN UP INTO CEILIN51 I u r ^� (� GARAGE LIGHTING 21 15A 120 14-2 AFCI AFCI 14-2 120 15A 22 GENERAL LIGHTING MATERIALS AND 3' CLEARANCE ' ITS REQUIRED AS PER NEC f SAND TE2MINATE. FLEX DUCT TO BE V J GARAGE GFI 23 20A 120 12-2 AFCI AFCI 12-2 120 20A 24 BATH GEI FROM INSULATION 21070A 3 RAN OUI ROOF ON SITE BY OTHERS EXTERIOR GEI 25 20A 120 12-2 AFCI AFCI 14-2 120 15A 26 GENERAL LIGHTING NOTE; DRYER VENT DUCT (4') TO a 0 of EXTERIOR GEI 27 20A 120 12-, AFCI AFCI 14-2 120 15A 28 GENERAL LIGHTING DROP INTO FLOOR AND RAN T❑ (1/ EXTERIOR GFI 29 20A 120 12-2 AFCI AFCI 14-2 120 15A 30 GENERAL LIGHTING EXTERIOR PERIMETERS TERMINATE. L� Z FLEX DUCT TO BE RAN OUT � 31 AFCI 14-2 120 15A 32 GENERAL LIGHTING EXTERIOR WALL (ON-SITE BY II I 33 34 OTHER) I` 35 36 \ 37 38 Li 39 40 CT FI 41 42 I I I I w/COVER �-v�C&VR� -L-- - 17/19 I I ��4-J 10 q GFI I I , . �_------� El � I- W U I------ C c ---- --- __ ©- I Lo -- --- c • 15 I GFI • I I r OMIT L I ol F­ 11 c I ~ CLI GFI I IFI%TU ® Cb I J.B I FILING BOX AND BLOCK FO ADON PUMP I —�C J I r II U II FOR PADDLE FAN I I IT, I I IUI I n r_ ____-- 6 FIXTURE I I I FJ `� I ---- ---- II I24 I III r ` G I "� 22 I I Q t%w ALL ELECTRICAL IN BEDROOM #1 IS _ ❑N-SITE BY OTHERS AND IS TO BE F­-1 4- ............ N•____________ W _________ -- INSPECTED AND APPROVED BY I I I I L L------- L L S° W U U N OMIT I _ D/C — 2D --J ❑MIT ------- —� Z q LOCAL BUILDING INSPECTOR I I I I FIXTURE � To ATnc Q 28;1 fl%TUBE � FIXTURE _ _ In L_J-I ---- I O <1 F I _ m 11— f— 0 I M F(FJ] V C4 IL I TO BSMT Q I y U-) W LL_ I I ————r o — TD LST F L SA _ nc oc LnI ��-------- — S3S _ I I N CL J——————————— C AC/Oc 7 I I I I 32 I I I ------ _____________ ----- I ---� I I BOX AND BLOCK ( L I BOX AND BLOCK I 30 FOR PADDLE FAN FIXMIT ruRe EOR PADDLE FAN I Q Q I f I � I I --—————————— U ———— (U oj � cd ClJ C�jcu cd cu o cu o cu (\U I I (u (U t---------------------- _----------- ---------------------------J H H J _J Q z > L1 CL_ 0- H I I (Y > > W CL. W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (Y PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V y BEEN REVIEWED AND ARE IN COMDLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS w H1nU f AKI r JLAL LuLA11L v ENGINEER: h Q REVIEWED FOR CODE COMPLIANCE ERIC TEMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q Qo of N F, �, 4 J . Tp0 PFS CORPORATION 4181 417 CENTRAL ROAD SUITE 2 BLOOMSBURG,PA FES` 10 07114122 N❑TES: 1 ALL LIVING SPACES ARE ARC-FAULT PROTECTED C❑MBINATI❑N TYPE 2, SEE 2017 NEC N❑TE 3. 4. HOLD-DOWN FORCES: Q x _ 17578 / J I _ 72494 / n IY Ln I� �v I� In 1. 764 LBF- SIMPSON STHD14RJ 2. 1859 LBF- SIMPSON STHD14RJ � 6. 2007 LBF - SIMPSON STHD14RJ co 7. 2771 LBF - SIMPSON STHD14RJ I,_ 8. 3305 LBF - SIMPSON STHD14RJ E:1 z Ln 9. 5164 LBF - SIMPSON STHD14RJ 10. 5290 LBF - SIMPSON STHD14RJ Q 11. 3500 LBF - SIMPSON STHD14RJ _J 12. 13028 LBF - SIMPSON HDU14 13. 13338 LBF - SIMPSON HDU14 14. 3980LRF - SIMPSON STHD14RJ 15. 11336 LBF - SIMPSON HDU14 H� z 16. 7097 LBF - SIMPSON HDUll 17. 6690 LBF - SIMPSON HDUll 64'-1" 2'-0" ~ 27'-4" 11'-10" 10" Q Q z 21'-4" 3'-0" 5'-10" 3'-0" I E❑ P❑INT LOADS ARE TOTAL, N❑ PER El HALF P❑INT LOADS ARE FROM 1ST 200 PLF STORY CEILING AND ABOVE AND DO / ---- ----- O NOT CONSIDER PLF LOADS. P❑INTi 6'-8 1/2" LOADS ARE TO BE CONSIDERED IN ADDITI❑N TO PLF LEADS BY 1 1/2' ,� ------- i o 00 W11it FOUNDATION ENGINEER 1478 PLF i i� m \� c� E� a] �7 ----------------------------f ----- @ ----------- /� i--i �\ I i l o l LD G=6.8 KIP G=6.8 KIP ® V J ----------------------------- -� U=o.6 KIP L_-J U=0.6 KIP = I -------------- ct1 0 Li �i 4'-7 9/16" O CL I I Il'-10" 344 PLF I co CL 4'-7 I 41 2 1/2" 1 1 L__ 0 C/) W U y 1183 PLF 15/16" I�j W q Ln 1 ---- --- ------------------{ ----� -------� I I q cu II I \ `u `° - - - - - - - - II I o 0 (4) 2x10 SYP #1 FLOOR GIRDER co ^ I I I I c I 10'-0" O.C. MAX. FLOOR LOAD ONLY I I I I 'D co Q -4" ❑,C. MAX, TOTAL LOAD ONLY u 1 (� I > o I I I 1 25'-1 1/2" 1478 T,L, (PLF) 15'-5" 688 T.L. PLF) r --_j �j = 1 1 t Yo' 1 3'-7" 3'-6 1/2" 5'-4" 5'-l0" 5'-10" 7'-8 1/2" 7'-8 1/2" 1 I W U i I I 1 I i z D N � 00i i i F_ -I F_ -1 r--� -- 1 F----1 i-__-1 I I M Q � y q in 1 I I I I I I I I I I cel 0 CD i I I 1 L__J L_.J I J �11� JLG= J L-_ CL� V1/16" t1P I I I G=6.1 KIP 6" G-2.5 KIP KIP G=7.6 KIPG=7.5 KIP I it 1/2" U=2.2 KIP1�1 U=0.5 KIP I 1 I 1 I 1 KIP cONC. FOOTER U=1.1 KIP I I W G=13.2 KIP --� 6=13.2 KIP I I „2 W/ STEEL COLUMN Cu (/ U=4,7 KIP - - - I- e -1 - - - -U=4J KIP I I �� I 17'-I1 1/2' I 2 N I I I I IJI Ln CD I �_ UNEXCAVATED ( 1 I I CU co 226 PLF I q CD I I I I I c'7 M a� q Ln I I I Ln �o I 1 1 iu u-1C4 o I t I I I Q I I I I I I I I I I �O I I 1 i oll 11 l/2" 8" MINIMUM CONCRETE WALLS CCU (U cU iI -- ------------------- , I---------------------------� 4 I _ _ ® 1 o M � o -- -----1 in la L I q - ----------- --------J �o ----- � -0 -- -- -------- 8 --- ---------- � (11 � M M `D I i 1478 PLF ---_ -- 1 1/2" 5'-10 1/16" I A' 1I 11 --- --- Cul - - 5'-3 9/16" 1183 PLF UNEXCAVATED 9'-3 15/16" ~ ~ J Q 7'-6 7/16" 1 1/2" 1112' �j LJ wz _ H �1 > 77 :1/:2' 1 1/2" I I W Cl- Z I I L --------------- ------------- ----- > CL 24'-0" 12'-11 1/2' 12'-0' 15'-1 1/2' a- I j > W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Cl� oo� PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATIDN, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, IsO TO THE BEST OF MY KNOWLEDGE, BELIEF AND v PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE Q C` 2020 RESIDENTIAL CODE OF NYS H1KU rAkiY JLAL LL�AIILIN ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550O c) h F N FOUNDATI❑N DRAWINGS ARE TO 3E USED AS A GUIDE ONLY, APEX HOMES WILE NOT ACCEPT ANY LIABILITY 0 OR RESPONSIBILITY FOR INCORRECT EOUNDATI❑NS, 3FS CORPORATION FO �84 �g1 -�� 117CENTRAL ROAD SUITE 2 FESS 1 07114122 NOTES: 6. MAX ANCHOR BOLT SPACING: 6'-0" ❑ C, (4'-0" ❑,C. MAX IN AREAS WHERE WIND VEL❑CITY 1. ❑MIT IS @ OR EX-_EEDS 100 MPH) 2, PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6" D.C. 7. WINDOWS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PR❑VIDE 1/150 ❑F- FLOOR 3 PIER FOOTINGS BASED UPON 2000 PSE ALLOWABLE SOIL BEARING PRESSURE AREA AS FREE VENTILATI❑N AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 4 CONCRETE COMPRESSIVE STRENGTH: 2500 PSI 5. M OR S TYPE MORTAR TO BE USED I A 10 QN - 17578 / JN - 78494 / NY HOLD-DOWN FORCES: 1. 764 LBF- SIMPSON STHD14RJ (*) IN LIEU OF HOLD-DOWN, FASTEN SIDEWALL TO ENDWALL WITH 0.131"X3" O I__ 7/16" STRUCTURAL SHEATHING FASTENED WITH 0.131"x2.5" NAILS AT EDGE SPACING LISTED: 2. 1859 LBF- SIMPSON STHD14RJ NAILS SPACED 6" O.C. FOR ENTIRE HEIGHT OF WALL 0 Ln 1. 6" O.C. 6. 2007 LBF - SIMPSON STHD14RJ z. 4" o.c. 72771 LBF - SIMPSON STHD14RJ IN LIEU OF HOLD-DOWN, FASTEN SIDEWALL TO ENDWALL WITH 0.131"X3" `---A. 3. 3" O.C. 8. 3305 LBF - SIMPSON STHD14RJ (#) ti Q 4. 2" O.C. (DOUBLE STUDS AND STAGGER FASTENERS AT ADJOINING PANEL EDGES) NAILS SPACED 2" O.C. FOR ENTIRE HEIGHT OF WALL 5. 3" O.C. EDGE SPACING, 12" O.C. FIELD SPACING (0.148"x2.5" NAILS) 9. 5164 LBF - SIMPSON STHD14RJ 12" O.C. FIELD SPACING TYP. 10. 5290 LBF - SIMPSON STHD14RJ ( ) IN LIEU OF HOLD-DOWN, FASTEN SIDEWALL TO ENDWALL WITH (2) ROS Cu 11. 3500 LBF - SIMPSON STHD14RJ 12. 13028 LBF - SIMPSON HDU14 OF 0.131"X3" NAILS SPACED 3" O.C. FOR ENTIRE HEIGHT OF WALL H 13. 13338 LBF - SIMPSON HDU14 1 14. 3980LBF - SIMPSON STHD14RJ 15. 11336 LBF - SIMPSON HDU14 0 16. 7097 LBF - SIMPSON HDU11 17. 6690 LBF - SIMPSON HDU11 a �- 1-1 i-2 64'-1' 24'-0 1/2" 40'-1' 19'-7 3/4' 8'-10 7/8" 8'-7 7/8' E:lO o D co w �I ^1�n ATTACH BUMPDUT STUDS T❑ a 0 1 O6 MAIN STUDS w/1!8x3' TOE O ^ - SCREWS @ 6' O,C. F02 U ENTIRE HEIGHT OF WALL II I I II I_ 71 _J L=___� - � i � W U O 10 6 1 6 Ln SYP STUDS10=10:1 Q V ( cU AP _v a 15 PORTAL , � FRAME ND I in > q :w 16 E:l >- I­— CLI z —CLIz z cu I I I 3 N rd STRAP MODULESz U q TOGETHER ACROSS Lo D Q CEILING FOR 5333 LBF z o Ln cy CZ (� �- LL_ rd %,Dc0 I 16 OJ V Q Q LL N n J W F ---------------- Ln I (i (� E'- v SYP STUDS �--� I I �� 12 LAP SHEATHING Lo N s 10 I (U 13 - SYP STUDS L 11 -_J o qIn II I ( �o I I II 4cu I I II I I II I I v � z Q I I x I I Q (4 y ti I I I I I q I I I ' = L-- -----------I —' (U (l1 W \ Ri \ 0-1 15O E� m \ M CD CD \ 1 I O SYP STUDS O O 2 O 1180 ® r I (1J CU C 7 ( ) �D PA FPER RAMEL '-8 15/16" 0 1-B 3'-11 15/16" 11 ® 2 3'-3 1/4' 3'-3 1/4" I H H J 4'-4 15/16" 8'-9 7/8" 4'-4 15/16' I I rzj w w z H H W CL. CL H I I SWSON SIRORG-TE LSLA24W w � Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED FENTC%D AT BI IM HEADER /(s)10d PALS INTO HEADER CL/ I� PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN dl(v)1od NNLS INTO STUO-INSTALL ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY HIS SIGNATURE, ON OPP'ISIIE 517E OF MALL FRIM SIR THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O LEADER 9441 BE FASTENED TO THE KING POST N/(6)161 (d)2.12 HOR TO THE BEST OF MY KNOWLEDGE, BELIEF AND V 1ST STORY RIM TO SILL SLIDING CONNECTIONS: 9N�""s PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE USE 0.131"X2.5" NAILS AND LAPPED SHEATHING, OR 0.131"X3" TOE NAILS AT SPACING LISTED: BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE y FAs1EN TOP PLATE TO HEADER 2020 RESIDENTIAL CODE OF NYS 1—A = 6" O.C. (154 PLF) x H TWO ROw5t6e3 NqSAT 1—B = 6" O.C. (154 PLF) FASTEN SHEATHNG TO HEADER NIH W 6 Bd CONMON NAILS IN Y ORD PATTERN I H1nU t AK Y SLAL LUl A 111J v ENGINEER: 1-1 = (1240 PLF O.S.B.0) Q (� REVIEWED FOR CODE COMPLIANCE �I As 9orN nor O.C.IN.A D SILLS) ERIC TOMPOS, ICC-NTA 1-2 = USE LAPPED SHEATHING WITH 0.131"X2.5" NAILS AT 4" O.C. AND 0.131"3" TOENAILS AT 3" O.C. (720 PLF) (srucs,TiocKR�,AND Sus) 1-3 = 2" O.C. (483 PLF) 305 N OAKLAND AVE IF PnJI SPLICE Is NEEDED IT 9WceCUR m _ NAPPANEE,IN 46550 r "IN 1f 6 NI^-HOOTT BLOCKING IS O "` 'SILL TO FOUNDATION ON SITE BY OTHERS FOR SAME FORCE AS RIM TO SILL* REQUIRED. FASTEN 51EATHING TO BLOCKING rIF IN NOH Bd COY"NAILS•r O.C.FASTEN BLOCKING TOCETVER IHIH 16d 9N9TR5•SOC. 7/16 OSB SHEATHING J O,^r� q APAP PORTAL FRAME DETAIL -41/s PFS CORPORATION 841 POR'n F AT GARAGE 417 CENTRAL ROAD SUITE 2 FESS14��' BLOOMSBURG,PA OJ 07114122 QN - 17578 / JN - 72494 / NY Lo co E 2 Ln I— w I,- <L ,-Q CU ATTACH UNBLOCKED ROOF DIAPHRAGM WITH 0.131"X2.5" NAILS SPACED 6" O.C. H 2ND TO 1ST STORY SLIDING CONNECTIONS" BOUNDARY, 6" O,C, EDGE, 12" O.C. FIELD Z USE 0.131"X2.5" NAILS AND LAPPED SHEATHING, OR 0.131"X3" TOE NAIL FLOOR/CEILING RIMS AT SPACING LISTED: ATTACH UNBLOCKED FLOOR DIAPHRAGM WITH 0.131"X2.5" NAILS SPACED 6" O.C. a 2-A = 6" O.C. BOUNDARY, 6" O,C, EDGE, 12" O.C. FIELD �- 2-13 = 6" O.C. 2-1 2-1 = 4" O.C. - 2-2 = 2" O.C. 2-3 = 4" O.C. I a 64'-1' 0 of 7'-11 15/16" 8'-6 3/8" 11'-9 7/16" 4'-1 3/8" 11'-4 7/8" 4'-5 15/16" li v O O L � J --------- I C �. t ---------- • --- i o J � cU O • --- \ \ <E k- F — 7----- 0 1 I� I I I— • w = 1 <1 � � � W U U N I I I I _J in I I -i I L---------------J = o O Q -J q Ln JE _ t0 ~ STRAP MODULES CLJ m LL_ TOGETHER ACROSS a 4 o Q o CEILING FOR 4166 LBF (SIMPSON N LL_ � CMSTCI6) N (Z J 3 00 f� co ----- ------------- -- - I ------ ------------- -- - () pq Q q Q I I q cu (u �' cu F� \1 CU (Ij( cu Oq o \ o \ CD \ CLJ I I -4-------- 2 2 2 --- `-' CU M m �D 22 --------------------------- ---------- '-8 15/16" '-11 13/16 -11 13/16'2'-4 7/ 6' 3'-11 15/16" 2'-4 15/1 J J JQq :F: LL] LLJ -i L z Q 40'-0" I j Ce � Q L` > Q_ z I I �+ � � �CL > > > 0- IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OW W QF A LICENSED CY � PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATIDN, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 7/16" STRUCTURAL SHEATHING FASTENED WITH 0.131"X2.5" NAILS AT EDGE HOLD-DOWN FORCES: TO THE BEST OF MY KNOWLEDGE, BELIEF AND ~ V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE SPACING LISTED: BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE w 1. 764 LBF - SIMPSON CS20 2020 RESIDENTIAL CODE OF NYS 1. 6" O.C. 2. 1859 LBF - SIMPSON CS14 w 2. 4" O.C. 3. 1790 LBF - SIMPSON CS14 [HIRE) PARTY SLAL LOCAIIUN ENGINEER REVIEWED FOR CODE COMPLIANCE 3. 3" O.C. 4. 4239 LBF - SIMPSON CMSTCI6 ERIC TOMPOS, ICC-NTA 5. 2071 LBF - SIMPSON CS14 305 N OAKLAND AVE g, NAPPANEE,IN 46550 Q c0 12" O.C. FIELD SPACING TYP. O -� I k64 (*) IN LIEU OF HOLD-DOWN, FASTEN SIDEWALL TO ENDWALL ��G J . 7'p� w WITH 0.131"X3" NAILS SPACED 6" O.C. FOR ENTIRE HEIGHT OF A Q � �WALL N � Ob� yw (#) "W% IN LIEU OF HOLD-DOWN, FASTEN SIDEWALL TO ENDWALL WITH 0.131"X3" NAILS SPACED 2" O.C. FOR ENTIRE HEIGHT OF v, WALL 2 v t\ q 'FS CORPORATION 417 CENTRAL X8418 SBURG,PAOAD SUITE 2 RLO❑ FESS!�� 07114122 QN - 17578 / JN - 78494 / NY ry co a PLUMBING VENT THRU RUDE Q 3' MIN. 30 YR.FIBERGLASS SHINGLE VENT STACK NOTE: VENT THRU ROOF I5.ROOF FELT PAPER �L \ v CONNECTION TO BE (T CONTINUOUS RIDGE VENT Tn6•OSB ROOF SurG, COMPLETED IN FIELD ��(END PLUGS AND CONNECTERS INCLUDED) Z v[rn ALUMINI,w•N•GIPS BY BLDR/CONTRACTOR Z MAINTAIN Y AIRFLOW [NSILATIDN BAFFLE �RI EAVES OF RN_ 2x4 S,'F #2 SVRFACEO ASHI ROLLEROOFI TO E%TEND TO J O WATER TIG R-38 FIBERGLASS WATER TIGHT A POINT E MIN INSIDE THE INTERfOR INSULATION V[TH VAPOR —L LINE(ICE S.11,0) BARO NOTE: RIER I NO REDUCERS ALLOWED 12 s/w clM ROOF PE V/1 7 2-2x6 TOP PLATES STRIP ENTIRE ROOF PERIMETER) l ON STACK WITHIN 12' _L E%tERIOR WALLS) ✓< OF UNDERSIDE OF ROOF R-38 FIBERGLASS 3-SPF#2 2x6 HDR 2x6 SUE-FASCIA I Q" STACK TO EXTEND INSULATION WITH rv'WOD FFIILLER PLUMNUM FASCIA r u 12' MIN, BELOW ROOF UNIT TO UNIT CONNECTION: VAPOR BARRIER \ PERFDRATED VINYL SOFFIT ' LINE AND BE WATER 1/2' BOLTS WITH IR-21NSU AIT" ASS O a TIGHT THRU ROOF WASHERS AT 96' D.C. VA BARRIER WATER RESISTANT (TYPICAL ALL EAVE OVERHANGS) INSULATION VIiM BARRIER ]/16.OSB O INSTALLED IN FIELD OR SHEATHING (1/ 1/2' LAGS AT 84' OC 2.6 SPF#2 AT INSTALLED IN FIELD I6•oc �y-� II %T.SImNG w w A VINYL 2x0 SP M2 V Jl 0 LD U DBL. 2x4 1. SEE A11-A17 FOR OTHER FASTENING AND TOP PLATE MATERIALS 2x4 STUD r n v 2. ALL FLOORS ARE TO BE CONSTRUCTED AS 16 D.0 AT V J o u PER 8502 ~ Ga C~ Ln 3. ALL WALLS ARE TO BE CONSTRUCTED AS 2x62x6 Q q CLJ PER R602 ai 4. FIRE BLOCKING AS PER 302.11 2x4 BOTTOM PLATE 5/8' T&G OSB SUB-FLOOR \ Z x � �I- 1 2 ]0 GISTS AT 16' D.C. CL 1ST STORY TO 2ND STORY; ----- <1 D 166 NAILS @ 6' O.C. FIBERGLASS -< I INSt1LATION WITH 1— UNIT TO UNIT CONNECTIDN: VAPOR BARRIER DBL. 2x4 1/2' BOLTS WITH FACING WARM SICE 2x10 PERIMETERS J z z TOP PLATE—/ WASHERS AT 96' O,C, BY APEX HOMES / \ / \ INSTALLED IN FIELD OR —}\ -/}- > o 1/2' LAGS AT 84' OC 2.6 JOISTS AT 16' O.C. INSTALLED IN FIELD Li U �__) N 5/6' GYPSUM BD. Lo of (2) 2x6 TOP PLATE h> m 2x4 STUD <E O SPF #2 AT 16' O.C. F 1 W O V) 2x4 BOTTOM PLATE N Ln BY APEX M, O CLI BY OTHERS 10' CONCRETE MASONRY UNITS UNIT TO UNIT CONNECTIDN: OR POURED CONCRETE WALLS 8' 1/2' BOLTS WITH POURED, COURSE> WASHERS AT 48' O.C. PERIMETERS TO SILL PLATE INSTALLED IN FIELD OR 166 NAILS @ 6' O.C. 1/2' LAGS AT 42' OC 2x6 STUDS INSTALLED IN FIELD 2x6 BOTTOM PLATE EXT SHEATHING in6' D.S.B. U Q Q I I PARGING COVERED BASEMENT FOUNDATION WALL 3/4' TBG OSB SUB-FLOOR Q WITH BITUMINOUS Q! COAT BELOW ON-SITE BY BLDR. SEE FOUNDATION DETAILS ty GRAD[. 1/2' EXPANSION BASEMENT STAIRS ARE DESIGNED 2x10 JOISTS AT 16' D.C. JOINT BASED ON 12 COURSE BASEMENT WALL Q 4' PERFORATED DRAIN a op WITH FLOOR POURED ONTO FTGS AROUND FOOTING MIN. a• POURED AS SHOWN. IT SHALL BE THE RESPONSIBILITY 3 1/2' DIA. PIPE COLUMN PERIMETER °p n o CONCRETE SLAB � w cu IN 4' 2B o o OF THE BUILDER TO INFORM APEX HOMES FOR BASEMENT FOUNDATIONS 2x8 PRESSURE TREATED � (�T SOj TONE BED g �oo�a°po or IF THIS APPLICATION IS DEVIATED FROM. SILL PLATE CU tS�pB b MINIMUM 6 MIL. POLY VAPOR—­°"d'"fid° F12.5 INSULATED BARRIER avER a• 2s STONE BEn p,�sp BASEMENT WALLS \ Y� o C'") \o o I I c 8'xx FIBERGLASS MIN. 20'x 10' CONTINUOUS (U (U CONCRETE FOOTING - POURED CONCRETE FLOOR —SOLID BLOCK q \ \9 /! \ \ \ (TOP COURSE> ALL FOOTINGS SHALL BEAR CONCRETE FTG. PADS ON SOUND, UNDISTURBED, VIRGIN SEE INDIVIDUAL FOUNDATION EARTH AND SHALL BE INSTALLED PLANS FOR SIZE AND LOCATIONS �FF SOIL IS 20000 PSI � 12' MIN. FROM EACH CORNER AND 4' � W W J z 1/2' DIA. 15' EMBEDMENT ANCHOR BOLTS "`i -i --J Q 8'0' O.C. MAX. THEREAF TER. (MIN. OF H H TWO PER SILL PLATE) U J cj� c Q W CL CL Z I I CL L.L / / LL W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (� PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V y BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS w IHIkD PARTY SLAL LUCAIIUN : ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Ivo � '0' k .DFS CORPORATION FO X84 417 CENTRAL ROAD SUITE 2 FEaa ` BLOOMSBURG,PA ss���07114122 I QN - 17578 / JN — 72494 / NY Ln co El � Ln wI-- J i � Q ci ��� CONTINUOUS RIDGE VENT h-1 (END PLUGS AND CONNECTORS INCLUDED) Z R-38 FIBERGLASS INSULATION W/VAPOR BARRIER O � � D p D o SHEATHING INSTALLED BEHIND KNEEWALL ON-SITE BY 11 R-21 FIBERGLASS OTHERS FOR AIR BARRIER coW INSULRTIONLD (1 I BEDROOM #1 w/VAPOR BAFRIER �J v LL_ — � � uO >7: Ln 5/8" TYPE "X" GYP - ✓� q V q BLOCK UNDER KNEEWALL ON-SITE CU R-30 FIBERGLASS- BY OTHERS INSULATION w/VAPOR BARRIER Z n 1/2' GYP 1/2' GYP Q D > GARAGE z z Wye o � U N GARAGE SLAB n/ O O Q PERIMETERS TO SILL PLATE+ M y LO 7 16d NAILS @ 6' O.C. w Ln N Q_ Ln � cu Qu NZ Q I i q cu cv ( (u cu oj cU � cu CD m C7 0 0 C I I q ( CU CUM cu u CU M J J Q Q z z w Q > i z I > > CL.LLI W w Ed Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED cl� PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. D r - TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE y 2020 RESIDENTIAL CODE OF NYS w 4, y H1RU HAr2 i Y SLAL ,LURA I lJN ENGINEER: �Q VIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA � 305 N OAKLAND AVE NAPPANEE,IN 465501 A'c N �� SII OI_Z� Q � � o SFS CORPORATION SFO 0841 X�81 ,417 CENTRAL �k BLOOMSBURG,PAOAD SUITE 2 FESJ`0 7114122 13 , QN - 17578 / JN - 78494 / NY Ln >- LAP ROOF"ATHNG ON co FASTEN ROOF 5HTG TO TRU55 TOP TO TPL 55 F REQUIRED PER CHORD AND OVERHAM:BLOCK 5ECTIC445 1032 LAP r0 v Ul/0113x2"NAILS ACHIEVE A MINT-TUM 3"OL_ I n 9EE SECTION 1072 FOR REOUIRED OTY. NAIL SPACING ,,, Iu�i CF 44IL5 INTO OVERHANG BLOOD AND TF4186 ( \ MINIMUM 3'O.C.NAIL SPACING MN'sA RAIL I 2.BLOCKING•UAL 0224'102 BEILT3/4' I , SEE CALC9 MANUAL SEOTION 103x f)OLT IJJ FOR SPACING LIMITArIO{5 f-� 20 (2)0131"x3"GALVANIL-D NAILS THRU 5UB-FA5GIA b BLOCK z I-08x3"WOOD SCREA THRU 1-09x4•WOOD SCREWS THRU RAIL TO RAIL TO OVERHANG BLOOC P TO EACH NTERSECTNG STUD OR Fr-RPIETER SEE CALC5 MANUAL SECTION 1072 U5E 3•SCRLWS FOR A Ix RAIL El FOR R£O'D OTY 24' SEE CALLS MANUAL SECTION 1022 ' ^ FOR RLQ'D QTY PER OVCR�ANG BLOCK SPACING V I 14 (4)16 GA STAPLES TYFICAL SAVE OVERHANG C❑NNECTI❑_N DETAIL 8 Z � Q 15 40 OR EQUAL)EACH STRAP A 1 c 2-•9x3'WOOD SCREW5 THRU RAIL T UP T I ]b OVERHANG MOCK 1S• l 12 1 1/2'x6'26 Ga GAS€ 25 20 OR BETTER GALV,STEEL STRAP 39 r 1 17 AT 48'G C u 13 (4)16 GA STAPLES MIN 2x4 RAIL a (R2 EDUAU EACH STRAP _ O � � 9 2,BLOGKMG 0 R".16',OR 24"OG 00 DETAIL "P„ EXTERI❑R WALL TO FLOOR C❑NNECTI❑N V.-14 b li(2)0131•x3"GALVlNUFD NAILtt TYPICAL GABLE END OVERHANG THRU 5UB-FASCIA TO BLOCK 16. 6 24'OPTIO SOOD SCPF S THRJ RAIL TO 14TOE NAIL l6dNAILS 2-09x3'U2JOD SGISW5 P TERSEGTING STUD OR PERIMETER AT 16'UC RAIL TO OVERHANG BLOCK (FIELD INSTALLED> 16' EAvE 19 FALSE OVERHANG CONNECTION DETAIL DETAIL 'E" (� O (4)16 GA STAPLES NOTES. STANDARD OVERHANG DETAIL U �-- (ER EOUAU EACH STRAP i.BCREWB MAY NOT CE INSTALLED El NTO END-GRAN 2-OVERHANG BLOCK SPACNG ~ Ln SHOULD NOT BE LE55 THAN WALL STUDS �1 1 1/2'x6'26 GA 13 19 ry^1 Ix�l� r�JVJ` OR BETTER caw.STEEL STRAP 2ND FLUOR TO IST FLOOR C❑NNECTI❑N 2 cu AT l6' D.C. 14 CLC.CENTER HEAN (5)16 G4 STAPLES (PERIMETER CIE HOUSE AND ONE HALF)CEILING FLUOR GIRDER) (OR EUl1AU EACH STRAP 25 20 39 1' MIN,AIR SPACE P R❑❑F TO MARRIAGE (MA 2) 9 WALL C❑NNECTI❑N O a wx REFERENCES: EWA E30-98 APA ENGINEERED WOOD C❑NSTRUCTI❑N GUIDE TABLE #24 AIR 17 6 12 - EE ED FLOW E A z 16' B 24' GENERAL NOTES WIND TESTED TO ASTM D 7158 (LABELED) OVER #15 FELT. 40 14 Iz 13 <: 0 _ 1. N/A 21. APPROVED METAL JOIST HANGERS OR LEDGER. =11 I 32 W U CL 19 22. N/A `V �- 3. R-30 INSULATION WITH VAPOR BARRIER TOWARDS CONDITIONED SPACE, 23. 2x4 SPF #2 AT 16' O.C. _ -III z 24. N/A Q Ln INSTALLED BY FACTORY OR IN FIELD BY OTHERS DETAIL "D �I-III-I c/ 25. MINUMUM 1' AIR SPACE FOR VENTILATION IS REQUIRED BETWEEN ti m 4, 3' DIA, PIPE COLUMNS (IN FIELD) TRUSSES / RAFTERS EXT. WALL STD. TRUS; II- I III-I I� 5, 3/8' x 4' LAG BOLTS (4 EACH COLUMN) SUPPLIED AND INSTALLED INII cl!� ♦- LL_ 26. N/A FIELD. n RIDGE 27. N/A NENr = � o o II <1 O 6. 1/2' BOLTS WITH WASHERS AT 48' O.C, INSTALLED IN FIELD OR 1/2' 111-111-1I 1- I = Ln LAGS AT 42' OC INSTALLED IN FIELD Ri C� 28. N/A -III-�- 1tl 1=1 11=1 11=1 11=1 I I-L-- 29. N/A -III-I I�-_ '' Lo 8, 2x10 SPF #2 FLOOR JOISTS AT 16' O.C. 30. N/A I�1 iI 9. DOUBLE PERIMETER JOISTS TO MATCH THE SIZE O 31, N/AF THE FLOOR JOISTS, 32. BASEMENT FOUNDATION WALL ON SITE BY OTHERS DETAIL 'J" q Ln WITH SPLICES STAGGERED AT 48' MINIMUM. 33. N/A TYPICAL FULL HEIGHT BASEMENT WALL Q1 10. (4) PIECE CENTER FLOOR GIRDER (2 PER UNIT TYPICAL) WITH SPLICES 34, N/A G AIR FLOWSTAGGERED AND LOCATED AT 8'-0' INCREMENTS 2a 35. N/A 11. 3/4' PLYWOOD OR OSB, 16' O.C. EXP.-1. vENrED1W 12. 1/2' GYPSUM INTERIOR FINISH 36. N/A SOFFIT D 13. R-21 INSULATION WITH VAPOR BARRIER TOWARDS CONDITIONED SPACE. 37. N/A. !� 14. EXTERIOR SHEATHING 1 (A) OSB N.A. RATED SHEATHING 38.39. 111/2 ' x 16' 26 GA ( OR BETTER ) STEEL STRAPS PLACED AT 48' O.C. TYPICAL VFNTILATI❑N DETAIL > Q Q 15. EXTERIOR SIDING : (A) DOUBLE 4 (OR 5) VINYL SIDING OR SIMILAR O � Z I I 16, R-38/ INSULATION w/VAPOR BARRIER FOR CONNECTION OF SHIP LOOSE OVERHANGS ONLY. Y 21 Q 40. THE EXTERIOR WALL ENVELOPE SHALL BE PROVIDED WITH A WEATHER 17, 1/2' OR 5/8' x 1 1/2' WOOD COMPRESSII]N STRIP OVER INTERIOR RESISTANT BARRIER PER CODE. 41 5 WALLS. 41. ON-SITE FIRE BLOCKING IN ACCORDANCE WITH SECTION R602.8 18. N/A 19. 2x6 SPF442 AT 16' DBL JOISTS -O (ZJ (LI 0j (U (LI 20. ASPHALT (WIND CLASS. H) SHINGLES COMPLY WITH ASTM D 3462 AND DPL.HISToJ HANGER n' ^^ l U '' C � � \ \ l U FLR JOISTS d.•e•.'• `~ CD C \ M Q C) \ I I epi q (v \ (u cu \ =111=111=1I 0i (u `,101ST HANGER ,• III- I-I I i- (u M M 10 -1�1-1�1-ISI-11111II11 DETAIL "G° _j TYPICAL FLOOR FRAMING TYPICAL FLOOR GIRDER BEARING W W Ij 0- 0- z � I I En� H L > > W CL W LJ �, Q IT IS A VIOLATIIIN OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ck� CKI PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ' ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, O O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS H1kU PAK'IY SLAL LULAIIUN I ENGINEER: v REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q IN �P \G J . Tp�A �0 084181 - PFS CORPORATION 417 CENTRAL R FO �k 6LDOMSBURG,PAOAD SUITE 2S\�7J 07114/22 UN - 17578 / JN - 72494 / NY Ln 'n co E � Ln � � w 0 0 � � J � o � u i u �° I m 0 0 a cu L FLIP TO RAIL & TOP CHORD TO RAIL Ll (3) 0.131"x3' NAILS FLIP TO TOP CHORD SIMPS❑N CS22 W/(1) 0.131"x2,5" NAILS EACH END qLn CLI FLIP TO RAIL & TOP CHORD TO RAIL (3) 0,131"x3" NAILS Q � RAIL TO RAIL (3) 0.131"x3" NAILS �kg Q Z FLIP TO TOP CHORD SAF # CLI Z > SIMPSON CS22 W/(1) 0.131"x2.5" NAILS EACH END Q > z o Li U oo= 2x4 SPF #2 @ 16" ❑.C. Z U q 6'-3 1/2" (8) 0.131"x3" NAILS <: � m E— L� 12 of Q u 7 C5 Ln o ni SAA N a- @J I 0i 0iit C i (2) #10x4" TOE SCREWS W SIMPSON CS22 STRAP @ ALL x ACROSS MATE LINE w/( ) KNEE WALL uNZ/ q z I I I a' 0.131"x2.5" NAILS EACH END LOCATI❑NS Q 3/4'0 4'-0" 4'-0" q BOLT 2x8 SPF #2 @ 16" D.C. W (SLI (U CD m CD CD C)J cu 8" 13'-0 7/8" 13'-8 7/8" `" q cU c\tl M c 27'-6" � (21) 16ga STAPLES 4 ROWS / 5 COLUMNS H H 1.5" APART BOTH SIDES 41 J J z W/ 80% ADHESIVE COVERAGE H W W _ WLL (L z I I I H _ co > > W W W W O� TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE Q w 202D RESIDENTIAL CODE OF NYS AK ii r'An i Y JLHL LUI,A I lUN ENGINEER: h :EVIEWED FOR CODE COMPLIANCE ERIC TEMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Is'- 17-4 o `IF 08 O 4IFS CORPORTION 417 CENTRAL ROAD SUITE 2rEJJ l0�� BLEOMSBURG,PA 07/14/22 1 U I QN - 17578 / JN - 78494 / NY Ln co El <: z El � cv -1 e �, e � (�j R-1 0 0 0 � � I 00 w �I LD ILL- /–FLIP TO RAIL & TOP CHORD TO RAIL Q4 q (� (3) 0.131'x3' NAILS FLIP TO TOP CHORD W q Ln SIMPSON CS22 W/(l) 0.131"x2,5" NAILS EACH END q V CU ai FLIP TO RAIL & TOP CHORD TO RAIL (3) 0.131'x3' NAILS Q �– RAIL TO RAIL z (3) 0.131"x3" NAILS �– FLIP TO TOP CHORD l z v SIMPS❑N CS22 W/C1) 0,131"x2.5" NAILS EACH END ATTACH RIDGE BOARD 14'-2 1/4' - W z 1'-4' 1'-4" 1'-4- 1'-4' 1'-4' l'-4" 1' 4' P-3 1/4' 10" 1 A w/C4) #8x3" TOE SCREWS ll�� If1n I •�M I�,�' I��P �I KP �I 0.' z u l Ln Q 5 -1 F- H � fLL - CD Ln 2x4 SPF #2 @ 1 ❑.C. ATTACH VALLEY PLATE TO EACH w of Q (� INTERSECING MAIN TRUSS w/(3) Ln N #8x3' TUE SCREWS, ATTACH — — VALLEY PLATE TO MAIN RAFTERS Ln w/(3) #8x3° TOE SCREWS CDc' @6 12 o +8 S° oc 7 @ 164 u Z Z Y Z I 1 1 OUq (2) 410x4" �+6 12 n TOE SCREWS Sp — v@ ALL # 7 0i (1 J OJ of cu SIMPSON CS22 STRAP x KNEE WALL — — \ \o o I I I N LOCATIONS 16. M \ C) CD ACROSS MATE LINE w/(7) (U o m0.131'x2.5' NAILS EACH END 3/4'0 Ou (U CU M M BOLT 2x8 SPF #2 @ 16" D.C. I J J Q 13'-8 7/8' 12'-0" J Q 27'-1 1/2' W Z I I I (21) 16ga STAPLES co D- 4 ROWS / 5 COLUMNS W W W 1.5' APART BOTH SIDES Clo� ly- W/ 807 ADHESIVE COVERAGE O� TO THE BEST OF MY KNOWLEDGE, BELIEF AND (� V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE y 2020 RESIDENTIAL CODE ❑F NYS �J HIKU HAKjY SLAL LU(:AIIUN + ENGINEER Q 2EVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550o F •, O QQz sFo8 418 SFS CORPORATION c��++ 417 CENTRAL ROAD SUITE 2 FEssl 07/14/22 BLOOMSBURG,PA LL QN - 17578 / JN - 72494 / NY in co 0 0 � � Ln � wf-- Li CU � � a 0 0 D o 0 FLIP TO RAIL & TOP CHORD TO RAIL 11 (5) 0131"x3° NAILS N E FLIP TO TOP CHORD SIMPSON CS22 W/(5) 0.131"x2.5" NAILS EACH END (� FLIP TO RAIL & TOP CHORD TO RAIL 0 ~ W U J (3) 0,131"x3" NAILS W q Ln CLI 3.5 3)l 0.131'x3'O RAILcdcd S F � (1) 1 1/2"x20" M.L. ❑N FLIP TO TOP CHORD z EACH SIDE SIMPS❑N CS22 W/(5) 0.131"x2.5" NAILS EACH END Q 2x8 SPF #2 @ 16" O.C. � z 15'-3 7/16" CL/ z �-/ (3) 0.131"x3" NAILS Q )- :E w/80% ADHESIVE W U CL N � 12 O Q J M H- �- D - 12 M _ LL- LL- In L Q O LL- J CSU Q v) W Li iu �- Ln +61 j (�j (2) #10x4" /6-- Q TOE SCREWS Oc a :E: : z I I I @ ALL KNEE WALL q CATIONS 17'- 17'-4 1/2" 11'-4 1/2" 6'-0" " cu (U cu \ (U (U M M o o I I I CD m 2x10 SPF #2 @ 16" ❑.C. q M co 11'-9 7/8" ll'-9 7/8' ul J 23'-8" J Q _ zLLJ Li z (15) 16ga STAPLES 1j z I I I 3 ROWS / 5 COLUMNS 3" APART BOTH SIDES > > W/ 80% ADHESIVE COVERAGE W W LJ O� TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V y BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE �C 2020 RESIDENTIAL CODE OF NYS IHD tJ PARTY JLAL LUI.AIIU� ENGINEER; REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q) OFS ION An,84181 417 CENTRAL TROAD SUITE 2 FESSl�\�' BLOOMSBURG,PA 07114122 I (Y QN - 17578 / JN - 78494 / NY in co El >' Lo f— w <1 cv z o a e � 0 LL- a o 0 FLIP TO RAIL & TOP CHnRD TO RAIL FLIP TO RAIL AND TOP (3) 0,131"x3" NAILS CHORD TO RAIL w/(5) ATTACH TOP/BOTTOM OF 0.131"x3" TOE OR END NAIL// 8'- RAIL TO RAIL 0 (j KNEEWALL w/(2) #8x4" SCREWS STRAP ACROSS RIDGE w/(1) (3) 0,131"x3" NAILS SIMPSON CS22 AND (2) 0.131°x2.5" NAILS EACH ENDFLIP T❑ TOP CHORD SIMPSON CS22 W/(5) 0.1'1"x2.5" NAILS EACH END 8 7/8" 0 C W (__) RAFTER TO WALL AND C� 7'-4 9/16' RIDGE BOARD w/(3) >7 W W q �C 1'-4" 1'-4" 1'-4" l'-3 1/4' 6" 0.131"x3" TOE NAILS Q Q V CL1 @ 16 � 0io SPF #2 2x1 +s� �A I2 a 9 Q f- E:l H- (3) 0.131"x3" NAILS ATTACH EACH CUT TRUSS TO Q Z ED _ w/80% ADHESIVE (2) 2x8 SPF #2 DORMER LTJ , U O CL HEADERS w/(3) 0.131"x3" TOE - N :E NAILS. ATTACH EACH END TO DOUBLE PLY GIRDER TRUSS O Q -J w/LUS28-2 HANGER F-- H 0 r Q O � ' ( jf— Q m LnW CU I q OJ cu Ivcu cu cv cd Cu C ) o CDCD I I I q \ (U \ C\U 0i Ri OJ\ M M 4'-9" 4'-11 1/2" � H H J ATTACH STUDS TO BOTTOM J J z PLATEw/(3) ENDGRAIN NAILS. BOTTOM W W JH PLATE TO TRUSS BOTTOM CHORD _J D-/ D-/ Q LL- w/(3) 0.131"x3" FACE NAILS PER BAY. W n a Z I I I LL- LJ W W O� TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE y 2020 RESIDENTIAL CODE OF NYS w H1KU rAKiY SEAL LOuAIILJN ENGINEER: :EVIEWED FOP CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550O Qz 001 IS SFO 84181 -�+ N �C 'FS CORPORATION 417 CENTRAL ROAD SUITE 2FESS���� BLOOMSBURG,PA 07114122 I QN - 17578 / JN - 72494 / NY co U o � Lo cv z 0 0 J � o U 10" 11'-9' (3) 0.131"x3" TOE NAILS 10" O n� o 00 Cll El of LD ATTACH TO MAIN HOUSE WALLS w/(3) 0,131"x3" TOE NAILS. ATTACH TO BUMP❑UT WALL RIM RAIL w/(3) 0.131"x3" TOE NAILS. 6. (3) 0,131"x3" TOE NAILS p U W U Ln 12 41 41 �k SpF 5,25 6'-3 13/16" Q q v ClJ (3) 0,131'x3' TOE NAILS @ 16„ z Q � 7 1/16' -� o f- Q � z o o � W u N Z U � q O Q —1 Ln " H In CU Q � Ln N O q cu ATTACH TO MAIN HOUSE WALLS w/(3) co 0.131"x3" TOE NAILS. ATTACH TO BUMP❑UT 5 WALL RIM RAIL w/(3) 0.131'x3" TOE NAILS• C>] u v z 11 1 (3) 0.131'x3" THE NAILS Q z Y 12 12 2k6 q SpF �7 3,5� SPF #c' cu (3) 0,131'x3' TOE NAILS @ 16< (3) 0,131'x3' TOE NAILS W � � 0-j cu CU 6 C M \ ('') o o I I I CD (y) Cv CU 2X6 SPF #2 @ 16' 0.C. 2x6 SPF #2 P 16" ❑,C. q 0i (U 2'-ll 112- 7 1/16" 10" 111-91Li LLJ _j 10" J J Q z W 0- z 1 1 1 H _ W W L LJ O� TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V y BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS y � w IH1KU h'AKiY SIAL LOCA RUN � ENGINEER: :EVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 j�QQO OFS CORPORATION 4 O � �o s 417 CENTRAL ROAD SUITE 2FESS 10\�07�14/22 BLUOMSBURG,PA i I QN - 17578 / JN - 72494 / NY Ln 0 1—I co LLI Q _J I [�:::l Q Cu LD MIN MIN TOP LOADED BEAMS E•EQUAL AL SPACES SIDE LOADED BEAMS EQUAL EQUAL SPACES E EIE21 MIN a 4 1—+2' MIN ___1 F— W m 1i 7 El Y,• Y• Y,' t•-5?g• 7 � I 2-PLY BEAM 3-PLY BEAM 4-PLY BEAM 71 2-PLY BEAM 3-PLY BEAM 4-PLY BEAM al I I ( 1 <_ LL_0 0 • • • • • • • ' • ' ' • I 0.131'x3' OR 0.131'x3' OR 112' BOLTSI 0.131'x3' NAILS 0.131'x3' NAILS APPROVED 0.162'x3.5' NAILS 0.162'x3.5' n/ O O SCREWS NAILS L C / \ 00 � II FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: FASTENING REQUIREMENTS FOR MULTIPLE PLY LVE MEMBERS CLI � v 2- AND 3-PLY MEMBERS: NOTES: (2) 1.5" MEMBER BEAMS: (� 12" OR LESS x 1,5" MEMBER BEAMS: -FOR 1.75" THICK MEMBERS, USE 0,131"x3,5" NAILS IN -USE (3) ROWS OF 0.131"x3" NAILS @ 12" D.C. (575 PLF MAX, UNIFORM LOAD) USE (3) ROWS ❑F 0.131x3NAILS @ 6 ❑,C, Cl 150 PLF MAX, UNIFORM LOAD) o q USE (2) ROWS [IF 0,131"x3" NAILS @ 8" 11C, PLACE OF 0,131"x3" NAILS. - 0.131'x3' " � (2) 1,75" MEMBER BEAMS: W U 14", 16" OR 18" x 1.5" MEMBER BEAMS: -THE FOLL❑WING SCREWS ARE APPROVED FOR USE IN O USE (3) ROWS OF 0.131"x3" NAILS @ 8" O.C. CONNECTING MULTIPLE PLIES [IF LVLT -USE C3) ROWS OF 0162"x3,5" NAILS @ 12" O.C. 0845 PLF MAX, UNIFORM LEAD) W W qLn 20",22" OR 24" x L5" MEMBER BEAMS: -SIMPS❑N SDW WOOD SCREWS -USE (3) ROWS OF 0,162"x3,5" NAILS @ 6" D.C. (1,690 PLF MAX, UNIFORM LOAD) q v >' cu USE (4) ROWS OF 0131"x3" NAILS @ 8" O.C. -SIMPS❑N SDS WOOD SCREWS (3) 1,5" MEMBER BEAMS: -USP WS WOOD SCREWS -USE (3) ROWS OF 0,131"x3" NAILS @ 12" D.C. (431 PLF MAX, UNIFORM LOAD) z 4-PLY MEMBERS: -FASTENMASTER TRUSSL❑K WOOD SCREWS -USE (3) ROWS OF 0.131"x3" NAILS @ 6" ❑.C. (863 PLF MAX. UNIFORM LOAD) 16" OR LESS x 1.5" MEMBER BEAMS: -IF THE FASTENER P❑INT PENETRATES A MINIMUM OF (3) 1,75" MEMBER BEAMS: Q USE (2) ROWS [IF APPROVED SCREWS @ 24" ❑.C. 75% OF THE 4TH PLY OF THE BEAM, THEY MAY BE -USE (3) ROWS [IF 0,162"x3,5" NAILS @ 12" O.C. (635 PLF MAX, UNIFORM LEAD) > � 16" TO 24" x 1,5" MEMBER BEAMS: APPLIED FROM ONE SIDE [IF THE BEAM; OTHERWISE, -USE (3) ROWS ❑F 0162"x3,5" NAILS @ 6" O.C. C1,270 PLF MAX, UNIFORM LOAD) I— z USE (3) ROWS [IF APPROVED SCREWS @ 24" O,C, THE FASTENERS MUST BE APPLIED FROM BOTH SIDES (4) 1.5" OR 1.75" MEMBER BEAMS: c z z AND STAGGERED, -USE (2) ROWS ❑F 1/2" BOLTS @ 12" O.C. (580 PLF MAX, UNIF❑RM LOAD) Qw = -LOAD MUST BE APPLIED EVENLY T❑ ALL 4 PLIES; -USE (3) ROWS ❑F 1/2" BOLTS @ 12" ❑,C, (870 PLF MAX, UNIFORM LEAD) W o n- U N OTHERWISE, USE CONNECTIONS FOR SIDE LOADED z MEMBERS, NOTES: o Q H q -FASTENING SPACING IS FOR EACH ROW, STAGGER -VALUES APPLY TO COMMON A307 BOLTS. DOLT HOLES MUST BE THE SAME o DIAMETER AS THE THE BOLTS, WASHERS MUST BE USED UNDER THE BOLT m f- LL_ SPACING BETWEEN ROWS ❑F FASTENERS, � o HEADS AND NUTS, Q LL_ U-) � z ' -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM, cu m 2 L/) -7" WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BELo LOADED FROM BOTH SIDES AND/OR TOP LOADED, q 0.131'x3' NAILS (1.5' MEMBERS) —LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE, Ln 0.131'x3.5' NAILS (1.75' MEMBERS) (� 6' Qu BUILT UP q COLUMN FASTENING cu (v (v cv (�j cu CD CSU o CD cu cu I I (U (U � \ � I'0 J _1 Q Q z z w z I I nH _ L W W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 02 INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, 0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS lz HIND HAK 0 JLAL LIJLA I IUH ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 OF N` F� 4181 PFS CORPORATION CENTRAL ROA Fcc+o`O-`, 417 CENTRAL ROAD SUITE 2 CJJ �1^ BLOOMSBURG,PA 07114122 �i A 16 QN - 17578 / JN - 72494 / NY W o � FASTENING SCHEDULE FASTENING SCHEDULE W r- BUILDING ELEMENT DESCRIPTION FASTENER QUANTITY, SIZE AND TYPE FASTENER SPACING BUILDING ELEMENT DESCRIPTION FASTENER QUANTITY, SIZE AND TYPE FASTENER SPACING ( /� <l:FLUOR CEILING / ROOF V J ~ FLOOR JOIST TO SILL OR GIRDER, TOE NAIL (3) 8d COMMON OR EQUAL TRUSS TO CEILING BEAM, DIRECT NAIL (3) 16d COMMON OR EQUAL J I W FLOOR JOIST TO RIM JOIST (WITH LEDGER) (5) 0.131'x3' LEDGER TD CEILING BEAM 16d COMMON OR EQUAL (1) EACH SIDE OF TRUSS OR CEILING JOIST FLOOR JOIST TO RIM JOIST (FASTENERS ONLY) (8) 0.131'x3' CEILING JOIST TO CEILING BEAM, DIRECT NAIL (3) 16d COMMON OR EQUAL tel_ l lJ // 2x2 LEDGER TO INNER BAND JOIST l� (3) 16d COMMON OR EQUAL GYPSUM BOARD T❑ FRAMING 'EACH JOIST CAVITY FOAMSEAL 3/4 W x 1' H FOAM BEAD C AVERAGE l J N.Y. - 2x3 OR 2x2 LVL T❑ INNER BAND JOIST 16d COMMON OR EQUAL 2 3/4' ON CENTER DIRECT JOIST ENERFOAM 3/8' W x 3/8' H FOAM BEAD ( AVERAGE ) Z OUTER TO INNER BAND JOIST 16d COMMON OR EQUAL 16' OC, DIRECT NAIL STAGGERED TRUSS TO EXTERIOR WALL, TOE NAIL (3) 16d COMMON OR EQUAL (2) 8d COMMON OR EQUAL OR ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL (4) 16d COMMON OR EQUAL E::] LD 1'x6' SUBFLOUR OR LESS TO EACH JOIST, FACE NAIL (2) STAPLES, 1 3/4' FACE NAIL (3) 16d COMMON OR EQUAL 2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL (2) 16d COMMON OR EQUAL RAFTER TIES TO RAFTERS, FACE NAIL (3) 8d COMMON OR EQUAL El 8d COMMON OR 6d ANNULAR OR 6' ON CENTER DIRECT EDGES AND 7/16' OSB SHEATHING TO TRUSS 8d COMMON OR EQUAL 6' ON CENTER AT EDGES AND 19/32' OR 23/32' OSB STURD-I-FLOOR / PLYWOOD SPIRAL THREAD OR EQUAL 12' ON CENTER INTERMEDIATE 12' ❑N CENTER INTERMEDIATE W/ STRUCTURAL ADHESIVE W/ 80% ADHESIVE COVERAGEI I 15/32" PLYWOOD SHEATHING TO TRUSS 8d COMMON OR EQUAL 6' ON CENTER AT EDGES AND I � � 6d COMMON OR ANNULAR OR 6' ON CENTER DIRECT EDGES AND 12' ON CENTER INTERMEDIATE 1/4' LUAN SPIRAL THREAD OR EQUAL 12' ON CENTER INTERMEDIATE ( � 15# FELT TO SHEATHING 3/8' LONG, 1' MINIMUM CROWN RANDOM V WIRE STAPLE OR EQUAL WALLS - INTERIOR AND EXTERIOR El cD V J SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON OR EQUAL 16' ON CENTER 1 1/4' LONG, 1' MINIMUM CROWN Q o 235# SHINGLES TO SHEATHING WIRE STAPLE OR EQUAL (4) PER SHINGLE BOTTOM PLATE TO RIM JOIST, UNDER 110 MPH (3) 0.131'x3' PER BAY �{ BOTTOM PLATE TO RIM JOIST, 111-140 MPH (5) 0.131'x3' PER BAY MISCELLANEOUS co v ~ WONDER BOARD TILE BACKER 1 1/2' GALV. ROOFING NAILS OR EQUAL 8' TO 16' ON CENTER FRAMING GA / UL DESIGNII SEE PAGE #41, 42 OR 43 OF SUBMISSION � CORNER AND INTERSECTING WALL STUDS 16d COMMON OR EQUAL 16' OC. DIRECT NAIL FIRE RATED ASSEMBLIES L539, FC5406, RC2601, WP8105, SET FOR DETAILED DESCRIPTION El > \ TOP OR SOLE PLATE TO STUD, END NAIL (2) 16d COMMON OR EQUAL 0340, U341, U344 M WP3510 V - LD TOP OR SOLE PLATE TO STUD, END NAIL, STUDS @ 16' ON CENTEF UNDER 110 MPH - (3) 0.131'x3' NOTES: ( 111-140 MPH - (5) 0.131'x3' v / 1. ANY FASTENINGS NOT SHOWN MUST 3E IN ACCORDANCE W/ IRC / IBC CODE OR CURRENT CODE PER STATE TOP OR SOLE PLATE TO STUD, END NAIL, STUDS @ 24' ON CENTER UNDER 110 MPH - (5) 0.131'x3' 2, DUO FAST 607 SMOOTH SHANK, FLAT HEAD, (.131) 3 1/4' LENGTH. (16d) 111-140 MPH - (7) 0,131'x3' 3. DUO FAST 08 CL RING SHANK, FLAT HEAD, (,113) 2 3/8' LENGTH. STUD TO SOLE PLATE, TOE NAIL (3) 8d OR (2) 16d COMMON OR EQUAL 4, DUO FAST 142 CL SCREW SHANK, FLAT HEAD, (.105) 2 1/2' LENGTH ti Q Q lOd COMMON OR EQUAL 24' ON CENTER 5. GLUE TO BE 80% COVERAGE, � U -. DOUBLE STUDS, FACE NAIL 6. DUO FAST 7632 CR II, STAPLE, CROWN-7/16'; WIDTH062; THICKNESS-,OSSjAUGE-16; LENGTH-1' 0.131'x3" 16' ON CENTER 7. DUO FAST 7636 CR II,STAPLE, CRO,/N-7/16'j WIDTH-.062;THICKNESS-.055; GAUGE-16; LENGTH-1 1/8' Ln DOUBLE TO- PLATES, FACE NAIL lOd COMMON OR EQUAL 24' ON CENTER 8. DUO FAST 7648 CR II,STAPLE, CRO'dN-7/16'; WIDTH-.062;THICKNESS-.055; GAUGE-16; LENGTH-1 1/2' (� Q 9. DUO FAST 1740 CR II, STAPLE, CRO'dN-I'; WIDTH-.062;THICKNESS-.055; GAUGE-16; LENGTH-1 1/4' co oj DOUBLE TOP PLATES, FACE NAIL, UNDER 110 MPH 0,131'x3' 8' ON CENTER 10.DUO FAST 1548 CXR, STAPLE, CRO'dN-7/16'; WIDTH-.074;THICKNESS-.067; GUAGE-151 LENGTH-1 1/2' <: Q DOUBLE TOP PLATES, FACE NAIL, 111-140 MPH 0.131'x3' 5' ON CENTER 11. DUO FAST 3312 CL, STAPLE, CRO'dN-1/2'; WIDTH-.050; THICKNESS-.019; LENGTH-3/8' (U SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS (3) 16d COMMON OR EQUAL 16' ON CENTER .WALL FASTENING PER TABLE UNLESS REQUIRED OTHERWISE PER SHEARWALLA AT N \ DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF END JOISTS, (8) 16d COMMON OR EQUAL FACE NAIL IN LAPPED AREA BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAI (3) 8d COMMON OR EQUAL ~ RIM JOIST TO TOP PLATE, TOE NAIL 8d COMMON OR EQUAL 6' ON CENTER -� TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL (2) lOd COMMON OR EQUAL BUILT-UP HEADER WITH 1/2' SPACER 16d COMMON OR EQUAL 16' ON CENTER ALONG EACH EDGE ED ED > BUILT-UP HEADER, LVL WITH 1/2' SPACER 16d COMMON OR EQUAL 16' ON CENTER ALONG EACH EDGE HEADER TO STUD, TOE NAIL (4) 8d COMMON OR EQUAL OR <2) 8d COMMON DIRECT PER MEMBER EJ z CONTINUED HEADER, TWO PIECES 16d COMMON OR EQUAL 16' ON CENTER ALONG EACH EDGE W U Q CONSTRUCTION ADHESIVE, 3/8' BEAD APPLIED DIRECT u N GYPSUM BOARD TO FRAMING ENERFOAM, 3/8' W x 3/8' H FOAM BEAD ( AVERAGE ) -J o z �- q to 12 GAUGE 16' W x 1' H FOAM BEAD ( AVERAGE ) Q F i J Ln 12 GAUGE 1 1/4' 16' ON CENTER AT ENDS, EDGES LARGE HEAD CORROSIVE RESISTANT CEILING JOISTS TO PLATE, TOE NAIL (3) 8d COMMON OR EQUAL ~ z 4 CONTINUOUS HEADER TO STUD, TOE NAIL (4) 8d COMMON OR EQUAL V CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL (3) lOd COMMON OR EQUALQ CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL (3) lOd COMMON DR EQUAL LOj LL_ n RAFTER TO PLATE, TOE NAIL (2) 16d COMMON OR EQUAL Ln 1' BRACE TO EACH STUD AND PLATE, FACE NAIL (2) Bd COMMON OR EQUAL OR N (2) STAPLES, 1 3/4' Ln 1'x6' SHCATHING TO EACH BEARING, FACE NAIL (2) 8d COMMON OR EQUAL OR a (2) STAPLES, 1 3/4' 1'x8' SHEATHING TO EACH BEARING, FACE NAIL (2) 8d COMMON OR EQUAL OR (3) STAPLES, 1 3/4' WIDER THAN 1'x8' SHEATHING TO EACH BEARING, FACE NAIL C3) 8d COMMON OR EQUAL ❑R <4) STAPLES, 1 3/4- BUILT-UP CORNER STUDS lOd COMMON OR EQUAL 24' ON CENTER NAIL EACH LAYER 32' ON CENTER STAGGERED PC) zz Q I I BUILT-UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS 10d COMMON OR EQUAL AT TOP AND BOTTOM WITH TWO NAILS AT ENDS AND AT EACH SPLICE 2' PLANKS (2) 16d COMMON OR EQUAL AT EACH BEARING Q 1/8' THERMOPLY TO FRAMING 1.106' STRUCTURAL BRACE 1 1/4' LEG, 7/16' CROWN 3' ON CENTER AT ALL EDGES AND WITH BUTTED JOINT 16 GAUGE STAPLE OR EQUAL 6' ON CENTER INTERMEDIATE FRAMING CIJ cu 7/16' OSB SHEATHING TO FRAMING 6d COMMON ❑R EQUAL (Oj U 6' ON CENTER DIRECT EDGES AND (U CU (U (1I 12' ON CENTER INTERMEDIATE W \ cu \ 15/32' PLYWOOD SHEATHING TO FRAMING 6d COMMON OR EQUAL 6' ON CENTER DIRECT EDGES AND � M ('7 O O (\j I 12' ON CENTER INTERMEDIATE 5/8' T1-11 8d GALVAN]ZED ❑R EQUAL 6' ON CENTER DIRECT EDGES AND Sl Cu ('LJM C'") 12' ON CENTER INTERMEDIATE 3/4' POLYSTYRENE INSULATION SHEATHING 1 1/4' LONG 16 GAUGE STAPLE 6' ON CENTER DIRECT EDGES AND OR EQUAL 12' ON CENTER INTERMEDIATE z z J 1/2' FOIL FACED POLYISOCYANURATE 1 1/4' LONG, V MINIMUM CROWN 8' ON CENTER DIRECT EDGES AND J J Q J Q WIRE STAPLE OR EQUAL 12' ON CENTER INTERMEDIATE W H W W J z > WINDOW TO EXTERIOR WALL 1 3/4' ROOFING NAILS 16' ON CENTER DIRECT NAIL W CE. CL z I I INSULATION TO STUDS FRICTION FIT ( STAPLED IN MA. ) 8' ON CENTER ( MA. ) - VINYL SIDING 3/8' HEAD, 1 1/2' LONG SIDING NAIL 16' ON CENTER DIRECT NAIL W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATIIIN, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O O rr -- TD THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 1.4 2020 RESIDENTIAL CODE OF NYS w H1kD rAKiY SIAL LllL_AIIUN : ~ TEVIEWED FOR CODE COMPLIANCE ENGINEER: Q ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q � iF 1VF� Co J . Tp�o�O W �� RES 417 CORPORATION 084181 - 417 Ap„Fecc,o``e CENTRAL ROAD SUITE 2 `�7J BLOOMSBURG,PA 07114122 QN - 17578 / JN - 72494 / NY W Ln co El ANDERSEN 400 SERIES WIND ❑ W SCHEDULE "U" VALUES z � Q U KEY TYPE CODE ROUGH OPENING LIGHT VENT SQ. FT. "R" AIR SHGC V/ GRILLES Q (� 3. DOUBLE HUNG TW3046 38 1/8"x56 7/8" 10.31 5.73 14,85 3.4 .12 .28 ,29 >7: E:l 17 DOUBLE HUNG TW3056 38 1/8"x68 7/8" 12,89 7.14 17,99 3,4 12 .28 .29 ❑ e sP DOUBLE HUNG TW1846 22 1/8" x 56 7/8" 458 3.02 8.74 3.4 12 .28 .29 0 m sP DOUBLE HUNG TW2432 30 1/8" x 40 7/8" 5,09 2.94 8,40 3,4 12 28 .29 1 ❑ SP DOUBLE HUNG TW3036 38 1/8" x 44 7/8" 7,73 4.32 11.72 3,4 .12 .28 .29 El 3 SP o CASEMENT CN235 41 1/4" x 41 3/8" 8,00 7,02 11,55 3,4 .12 .28 .29 � P PICTURE I CTC3/P6030 172 3/8" x 72 112'11265 0.00 1 36.25 1 3,4 1 .12 1 .28 1 29 co cu 3 D ❑ ❑ R SCHEDULE ❑ R❑UGH OPENING MANU, "L" "V" "R" "S.F," MR "U" DESCRIPTION v q KEY OPENING TYPE 38 1/2" x 82 1/2' THERMA-TRU 0 19,4 7.14 22.06 :0 .14 ❑ � U q A 3068 36" INSUL. CORE 6 PANEL qLn CLJ C 3068 36" STEEL FRAME 6 PANEL \ INSUL. - FIRE RATED 90 MIN. 37 1/4" x 81 3/8" PLAST-PRO 0 19.2 5.26 21,05 ,12 .19 Z Q 36" INSUL. CORE 65 1/2" x 82 1/2" THERMA-TRU 3.4 19,4 5,00 37.53 .10 .20 -� E 3068 S205 W/ (2) 12" SIDELIGHTS Q > H 2068 INTERIOR PASSAGE 26 1/4" x 82 1/2" CRAFTMASTER N/A N/A N/A N/A VA N/A Q � � o o � I 2668 INTERIOR PASSAGE 32 1/4" x 82 1/2" CRAFTMASTER N/A N/A N/A N/A fQ/A N/A J U U N N 2668 INTERIOR POCKET 61" x 84 1/2' CRAFTMASTER N/A N/A N/A N/A VA N/A � � � H � � In SP 2868 INTERIOR PASSAGE 34 1/4" x 82 1/2' CLI � m <E LL_ Ln =:) w ,� Q 6068 6'-0" SLIDING PATI❑ 72' x 80' ANDERSEN 23.78 14,72 3.33 39.34 .03 .30 FULL GLASS Ln 20 � N � Ln al EXTERI❑R WINDOWS AND SLIDING DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, PERF❑MANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH AAMA/WDMA/CSA 101/I,S,2/A440, >�' EXTERI❑R HINGED DOORS SHALL BE TESTED AND LABELED AS CONFORMING TO AAMA/WDMA/CSA 101/L,S.2/A440 OR COMPLY WITH SECTION R609,5 WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATI❑NS TO ACHIEVE THE DESIGN PRESSURE AS SPECIFIED, SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVED EQUAL OR � ctI GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE, CW c�I o o C) (� C�j cu (U MULLI❑NS SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH AAMA 450 OR BE ENGINEERED CU (\j M M �D IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, MULLI❑NS TESTED AS STAND-ALONE OR QUALIFIED ENGINEERING SHALL USE PERFORMANCE CRITERIA CITED IN SECTION 8609,8,2 AND R609,8,3, J J Q Fij z w w J z WINDOWS AND DOORS TO BE INSTALLED AND FLASHED AS PER 8609 l z LL /off LL > W Q Li CL_ IT IS A VIOLATION [IF ARTICLE 145 OF THE NEW YORK STATE EDUCATION W N LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (Y PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, O TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS iHlkD NAR i Y SLAL LULA I IU,N ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 �2 �O w �� ® ZLN qo PFS CORPORATION F0 �84181 '� � 417 C P NTRALROAD SUITE 2 X70FES+J10NP�' 07114122 QN - 17578 / JN - 78494 / NY L' Ln co oMAIN PANEL SUB-PANEL � ,� Ln 1. ALL ELECTRICAL CONDUCTORS AND EQUIPMENT SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IN COMBINATION WITH LISTING AND 200 AMP EQUIPMENT 125 AMP LABELING, CONDUCTORS AND EQUIPMENT SHALL BE SUITABLE FOR BOTH LOCATION AND USE. GROUNDING EQUIPMENT MAIN BUS BAR ISOLATED a� 2. IN-PLANT WIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE WITH THE N,E.C, (EACH STATE VARIES IN YEAR) GROUNDING NEUTRAL J Q 3. GARAGES ARE NOT INCLUDED IN THE ELECTRICAL LOAD CALCULATIONS. BusBAR MAIN BusBAa BONDED 4. ELECTRICAL SERVICE TO BE GROUNDED IN FIELD BY BUILDER AFTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE WITH LOCAL REQUIREMENTS. NEUTRAL 5, BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP. BUSBAR n I L1J 6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSIBLE L❑CATION NEAREST TO THE POINT OF ENTRANCE OF THE SERVICE CONNECTORS AS PER N.E.C. 7. PANEL BOXES LOCATED IN BASEMENTS SHALL BE FIELD INSTALLED AND MOUNTED ON EXTERIOR WALLS BY BUILDER. I- I 8. 1 0 3 WIRE, 240V, 200A SERVICE - SERVICE PANEL w/ MAIN DISCONNECT UNLESS SPECIFIED OTHERWISE. 9. CIRCUIT BREAKERS ARE 10,000 A/C. CONDUCTORS TO BE 10. WIRING IS NM-B CABLE w/ GROUND. ENCLOSED IN CONDUIT 11. NM CABLE PASSING THRU FRAMING MEMBERS WITHIN 1 1/4' OF THE EDGES SHALL BE PROTECTED WITH 1/16' THICK STEEL BUSHINGS, CABLE PASSING THRU NOTCHES ARE 5 Q PROTECTED WITH 1/16' THICK STEEL PLATES. TYPICAL WIRING TECHNIQUE u 12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 54' AND WITHIN 12' OE BOXES OR FITTINGS. RHODE ISLAND AND MASSACHUSETTS SHALL BE SUPPORTED FOR SUB-PANEL FEEDERS 0 q WITH INSULATED WIRE STAPLES 13. SWITCHES AND RECEPTACLES OVER COUNTERTOPS ARE 48' A.F.F., OTHER RECEPTACLES ARE 18' A.F.F. UNLESS SPECIFIED OTHERWISE. 14. BATH RECEPTACLES, EXTERIOR RECEPTACLES AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS TO BE GFI PROTECTED. - 15. RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART OF ELECTRICAL BASEBOARD ELEMENTS, 1 16. THE MINIMUM CLEARANCE BETWEEN LUMINARIES INSTALLED IN CLOTHES CLOSETS AND THE NEAREST P❑INT OF STORAGE SPACE SHALL BE 12' FOR SURFACE MOUNTED u INCANDESCENT OR LED WITH A CLOSED LIGHT SOURCE, 6' FOR SURFACE MOUNTED FLUORESCENT OR RECESSED INCANDESCENT OR LED INSTALLED ON THE WALL ABOVE TEL DOOR OR M Lf CEILING, 0o 17, EXTERI❑R LIGHT BOXES ARE PRE-WIRED, LIGHTS SHALL BE WATERPROOF AND ARE SHIPPED LOSE FOR ON SITE INSTALLATION BY BUILDER. 0 a I 18, RECESSED LIGHTS TO BE THERM❑STATICALLY C❑NTR❑LLED. - O L_1 19. BATH FANS, RANGE HOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR. m 20. ADDITI❑NAL ON SITE BASEMENT SMOKE DETECTORS MUST BE INSTALLED PER STATE C❑DE. / \ w �I 21. SMOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL LIGHTING CIRCUIT w/ NO INTERVENING WALL SWITCH AND WIRED IN SERIES. DELAWARE - SMOKE DETECTORS /METAL BOX `GROUNDING SCREW v SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY ARC FAULT CIRCUIT INTERRUPTERS. ALL SMOKE ALARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS DEDICATEDTO THE SMOKE ALARM EQUIPMENT AND THE CONNECTION OF THE SMOKE ALARM TO THE BRANCH CIRCUIT TO THE POWER SERVICE SHALL BE MECHANICALLY PROTECTED BY UTILIZING LOCK-ON L DEVICES. r n 22. ALL SMOKE DETECTORS ARE MOUNTED PER MANUFACTURERS INSTRUCTIONS AND ARE AC/DC PROTECTED (UNLESS SPECIFIED OTHERWISE) �/ J 23. ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF AND ARE INSTALLED IN ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF U.L. L1_ STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING. 0 I1 q 24. IN BASEMENT MODELS WITH❑UT UPSTAIRS UTILITY AREAS, APPLIANCES SUCH AS WATER HEATERS, WASHERS, AND DRYERS ARE LOCATED IN BASEMENT AND WIRED ON SITE BY 0 ti O BUILDER. WU Q- 25. NO MORE THAN 40 BREAKERS ( OTHER THAN THOSE PROVIDED FOR IN THE MAINS ) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL BOARD SHALL BE INSTALLED IN ANY ONE CUTOUT BOX. A SUB-PANEL WILL BE PROVIDED IF MAIN PANEL IS FILLED (SEE PANEL BOARD DIAGRAM FOR SUB-PANEL NOTES). ~ Ln 26. ELECTRICAL WIRING AND BOXES IN FIRE RATED ASSEMBLIES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY A NATIONALLY RECOGNIZED TESTING o8q V q LABORATORY AND INSTALLED PER GOVERNING CODES. 0j ti 27. EXTERIOR RECEPTACLES TO BE TAMPER RESISTANT AND WATER RESISTANT IN STATES BUILT TO 2017 NEC. ® 0j 28, LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOWNSTREAM" ON A CIRCUIT FROM A GROUND FAULT CIRCUIT INTERRUPTER DEVICE, GROUNDING SCREW-' ® O 0 \ 29. 125 AMP SUB PANEL TO BE USED WHEN REQUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLOWED BREAKER SPACES IN THE MAIN PANEL BOARD. SUB PANEL CIRCUITS TO BE GENERAL LIGHTING ONLY, 8 Z 30. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED SO THAT NO POINT ALONG THE WALL LINE SHALL HAVE A RECEPTACLE MORE THAN 6'-0' AWAY AND A Q RECEPTACLE ON EVERY WALL 2'-0' ❑R LARGER. 0 _J 31. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12' TO BE SPACED S❑ THAT NO POINT ALONG THE WALL LINE SHALL HAVE A RECEPTACLE MORE THAN 2'-0' AWAY. METAL BOX 0 32. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY ❑F THE BEDROOMS AND ON EACH STORY Q > > OF THE DWELLING ( SEE INDIVIDUAL ELECTRICAL PLANS FOR LOCATI❑NS ), 1- 33. ONE SMOKE DETECTOR REQUIRED PER 1,200 SQ. FT. OF FLOOR SPACE IN RHODE ISLAND AND MASSACHUSETTS. 34, CARBON MONOXIDE DETECTORS TO BE INSTALLED PER STATE / LOCAL BUILDING CODE. TYPICAL GROUNDING METHODS OF 35. ALL BEDROOMS OUTLETS ARE TO HAVE ARC FAULT CIRCUIT INTERRUPTERS. NON-CURRENT CARRYING METAL BOXES � W 8 36. ALL LIVING SPACES ARE TO HAVE ARC FAULT CIRCUIT INTERRUPTERS IN STATES BUILT TO 2017 NEC OR OTHERWISE REQUIRED PER STATE CODE. 37. RECEPTACLES TO BE TAMPER RESISTANT IN STATES BUILT TO 2017 NEC u 38. PORCHES, DECKS AND BALCONIES THAT ARE ACCESSIBLE FROM INSIDE OF THE DWELLING UNIT AND HAVE A USABLE AREA OF 20 S.F. OR GREATER SHALL HAVE AT LEAST ONE D RECEPTACLE WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH, LOCATED NOT MORE THAN 6'-6' ABOVE THE SURFACE 39. ALL PORCHES, DECKS AND BALCONIES THAT ARE ACCESSIBLE FROM INSIDE OF THE DWELLING UNIT SHALL HAVE AT LEAST ONE RECEPTACLE WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH, LOCATED NOT MORE THAN 6'-6' ABOVE THE SURFACE IN STATES BUILT To 2017 NEC z WHT WHT 40, A LUMINAIRE WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED INDEPENDENTLY ❑F THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE MAXIMUM WEIGHT TO BE � V SUPPORTED. <EQ Li 41. AT LEAST ONE RECEPTACLE, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN AN ATTACHED GARAGE AREA PROVIDED WITH ELECTRICAL POWER. aBLKBLK I^ ALL GARAGE RECEPTACLES INSTALLED T❑ BE GROUND FAULT INTERRUPTER PROTECTED. 1a 2 SWITCH 14 2 LIGHT ClJ W LL 42, ALL ELECTRICAL SWITCH LOCATI❑NS, THAT ARE ENCLOSED IN A FRAMING CAVITY, SHALL BE SUPPLIED WITH A GROUNDED BRANCH CIRCUIT CONDUCTOR (NEUTRAL). ALL SWITCH Cti Ln (/I LOCATIONS SHALL HAVE THE BRANCH CIRCUIT (NEUTRAL) AT THE SWITCH IN STATES BUILT TO 2017 NEC POWER INTO SINGLE POLE SWITCH TO LIGHT 43. FOYERS NOTE PART OF A HALLWAY 10'-0' OR GREATER IN LENGTH THAT ARE 60 SQ. FT. OR LARGER SHALL HAVE A RECEPTACLE ❑N EACH WALL SPACE 3'-0' OR MORE AND THAT (REQUIRED IN 2017 NEC) N ARE UNBROKEN BY DD❑RWAYS, FLUOR TO CEILING WIND❑WS AND SIMILAR OPENINGS IN STATES BUILT TO 2017 NEC C) In 44. THE GROUNDING ELECTRODE SYSTEM SHALL BE SITE-INSTALLED AND CONFORM TO E3507 & E3508 Z WHT WHT O CU w RED D:BLK BLK �1 ELECTRICAL PLAN KEY a I4-2 14-3 LIGHT SWITCH VY DUPLEX RECEPT OUTLET Q OUTLET BOX w/ INT. LIGHT FIXTURE Ru RECESSED INCANDESCENT LIGHT us IN CEULTN00 POWER INTO LIGHT TO SINGLE POLE SWITCH ,K OUTLET BOX w/ EXT. LIGHT FIXTURE Fax RAMN PUNA w SWITCHED RECEPT OUTLET ' F (REQUIRED IN 2017 NEC) � ® SURFACE MTD FLUORESCENT LIGHT OGFI WATERPROOF G.F.I. O SPOTLIGHT FIXTURE R TELEPHONE JACK FOR BSMT SO U Z� Q I I 0 CT RECEPT OUTLET 2 48' A.F.F. ©vP RECESSED 'CAN LIGHT' WATERPROOF GFI SP757- z WHT WHT WHT WHT tn1,, LFI V AFF TELEPHONE JACK -WALL PHONE TO^Trlc ua0 117 DISHWASHER RECEPT OUTLET CRT GIF DOOR BELL T- wBLK OUTLET y1y 240 VOLT RECEPT OUTLET CATEGORY 5-INTERNET/PHONE JACK BOX AND BLOCKING FOR 3 60' STRIP RECEPT ON SITE PADDLE FAN o BLK RED RED BLK r� yy wx GAS RECEPT OUTLET TELEVISION CABLE OUTLET PULL IL 14-2 14-3 ]4-3 14-2 Q 48' STRIP RECEPT OUTLET WIRE 3-WAY 4-WAY 3-WAY LIGHT .(w-GAS LINES ON SITE BY BUILDER Co CO DETECTOR I`% SWITCH SWITCH SWITCH ,-I PANEL aox PE POWER INTO 3-WAY SWITCH TO 4-WAY SWITCH TO 3-WAY SWITCH TO LIGHT (U (U CU (1J CU (U S SINGLE POLE SNITCH so PHOTO ELECTRIC SMOKE DETECTOR (�EMERGENCY SHIT CFF(BOILER TYPJ � Cu \ � � � Sa THREE-WAY SWITCH F -12'-0' X 2'-0' FLUORESCENT LIGHT sD CLG MTD SMOKE DETECTOR (REQUIRED IN 2017 ONLY) W OR 2'-0' X 4'-0' FLUORESCENT M M $4 FOUR-WAY SWITCH LIGHT OPTIONAL �j USED FOR CAPES(SHOWN OFF TO SIDE OF THE DRAWINGS) ` ' \ / Q O \ `Cg, COMBO. CO & SMOKE DETECTOR p (Y) (lf DS DIMMER SWITCH )z-z (U � (U Q EYEBALL LIGHT v CENTRAL VAC OUTLET ��20A BArxaooNaRcuTT EL 679 FAN/LIGHT COMBINATION OPT. WALL WALL \ \ GFI 125A: (U © RECESSED 'CAN LIGHT' O THERMOSTAT ■ DISCONNECT 200A SERVICE r-H (U ( (� 696 FAN/LIGHT COMBINATION OR T2-2 ,� METER AND BASE r� E150 FAN/LIGHT COMBINATION OPT. ® RECESSED LIGHT CD JUNCTION BOX ��uav LIGHTING AND RECEPTACLES r BY BUILDER OQ SOFFIT LIGHT O OUTLET BOX - OMIT FIXTURE )2_2 F RANGE HOOD EXHAUST FAN ■-20 A USED IF THERE IS ELECTRIC HEAT TYPICAL ON SITE HOOK-UP DETAIL GARBAGE DISPOSAL OO BULLET LIGHT O CIRCUIT NUMBER 220v J I H �11 .J,, __j Q QJ > w a- z I I n� H LL > > CL LL] LLJ LLJ Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIDN OF THE ALTERATION, O TO THE BEST OF MY KNOWLEDGE, BELIEF AND v PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE Q 4 y 2020 RESIDENTIAL CODE OF NYS HirU FAklY SEAL LULA1IUN ENGINEER: Q REVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 Q NES � "��o Tp�o�0 w �� SFS CORPORATION FO X84181 417 CENTRAL ROAD SUITE 2 FEc.S��\�' BLOOMSBURG,PA O 07114122 QN - 17578 / JN - 78494 / NY Ln 1 1/2' VENT W SEE NOTE 7 �112' TEE 2'm- TO /4 O r� 3/4.0 FLEXIBLE 'In DWV COUPLING 1 1/2' SAN TEE GARBAGE DWS (OPT) 1 1/2' SAN TEE DISPOSAL 1- OWV PIPE 3/2'¢ � ] ]/2' VENT �- I r _ I m J w 1 I/2' P TRAP 2'm �CONT. ASHER BOX �-2" P TRAP WASTE 2' SAND PIPE INSTALL CLEAN BUT 4'" P 18' MIN. 30' MAX. FLR AS SHOWN FLR FLR tel_ FIELD CONNECTION BETWEEN FLR INSTALL CLEAN OUT 1. N/A AS SHUUN TRAP 20 MODULES OR BSMT FIXTURES LAV, SUPPLY <: \ l W 2. ALL PLUMBING NET PROVIDED BY APEX HOMES TO BE SUPPLIED AND FIELD INSTALLED BY F� OTHERS, LAV. DRAIN & VENT KIT. SINK SUPPLY WT&vlN R: KIT. SINK DRAIN & VENT FLR 3. N/A VACUUM RELIEF NEEDED WHEN TANK EACH FIXTURE SHALL BE W/ OPT. D.W. SUPPLY W/ OPT. D.W. & GAR. DISP. Z Q 4. BATH TUBS AND SHOWERS ARE LISTED BY AN APPROVED AGENCY. IS ON FIRST & SECOND FLOOR INDIVIDUALLY VENTED 5. HEIGHT OF WATERPROOFING IN TUB AND SHOWER SPACE IS 6'-0' A.F.F. MINIMUM. EACH FIXTURE SHALL BE 6. INTERCONNECTION OF VENTS TO BE COMPLETED IN FACTORY WHERE PRACTICAL. 1soLArmN VALVES DWELLING ISOLATION NnrvmuALLr VENTED VALVE SHALL BE ACCESSIBLE TO EACH WASHER DRAIN & VENT a �1 Ln 7. PLASTIC PIPE TO BE SUPPORTED EVERY 48' HORIZONTALLY AND VERTICALLY. TEMPERATURE & PRESSURE 6" MIN. L-1 RELIEF VALVE EACH FIXTURE SHALL BE EJ 8. OPEN VENT PIPES EXTEND THROUGH THE ROOF 6' MINIMUM, OR 6' ABOVE ANTICIPATED 3' MIN. VENT PENETRATION THROUGH ROOF INDIVIDUALLY VENTED SNOW ACCUMULATION, WHICHEVER IS GREATER. WATER FLOW MADE WATERTIGHT, SITE INSTALLEINO mx[o RerE E�anx 9. HORIZONTAL VENT PIPES FORMING BRANCH VENTS SHALL BE AT LEAST 6' ABOVE THE HOT WATER OUTLET PRACTICAL IN FACTORY TYPES OF SILL ANCHORS; 6­1 FLOOD LEVEL RIM OF THE HIGHEST FIXTURE SERVED. 12' MIN TO BRANCH PIP"BEG1'N'NI'NG a ar cwrco ro me.aoe 3' VENT MIN, v J 10. DWV MATERIAL TO BE PVC OF REDUCTION AT REDUABOVE ROOF 11. JOINTS AND CONNECTIONS IN THE DWV SYSTEM MUST BE GAS AND WATER TIGHT FOR THE ALT Iv2' VENT TO VENT WASHER Box CDLD WATER INLET TERMINAL FOR SINK & WASHER3' COUPLING INTENDED USE AND SHALL COMPLY WITH THE STATE / LOCAL BUILDING CODE. 1 1/23"x3'xl 1/2' TEE 12. ALL DRAIN LINES TO BE SLOPED 1/4' PER FOOT TO MAIN. PRESSURE RELIEF VALVE LOCATION r 1 13. JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE MADE WITH A MECHANICAL JOINT HOSE BIBBS APPROVED FOR THE APPLICATION. EXTENDED TB AN OPEN DRAIN > W/ VACUUM V 14. HORIZONTAL TO VERTICAL CONNECTIONS TO BE MADE WITH A LONG TURN TEE. BREAK 15. HORICD ZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION 3' MAIN STACK VENT (l SHALL BE MADE BY THE APPROPRIATE USE OF SANITARY TEES, WYES, SWEEPS, BENDS OR A 2' FUTURE 2' VENT PROVIDED COMBINATION ALLOWED PER CODE. -VENT DPT, BACKOTO BACK M OPT. BACK TO BAC FOR FUTURE BSMT 3'-6' MAX FIXTURE USING WATER N USING WATER CLO. FLANGE I_ 16. THE MAXIMUM DISTANCE FROM THE FIXTURE OUTLET TO THE TRAP WEIR SHALL NOT COMMON VENT 1/z m LAUNDRY, STUBBED 4,x3, EXCEED 24' VERTICALLY AND 30' HORIZONTALLY, WASHER 3'-6' MAX COMMON VENTING THRU FLR, TAGGED 17. MAXIMUM DISTANCE OF A FIXTURE TRAP TO VENT ; 1 1/2'=6'-0', 2'=8'-0', 3'=12'-0' 5'-O'MAxI J a CAPPED J M II 18. HOSE BIBBS WITH A HOSE CONNECTION SHALL BE PROTECTED BY A VACUUM BREAKER. 1 3'-6' MAX. FLR l J J a 19. MAXIMUM FLOW RATES TO BE: SINKS AND LAVS.=2.2 GPM AT 60 PSI, SHOWERS=2.5 GPM AT KI i. SINK FLR \�c 3 COMBO WYE & 1/8' BEND \ 80 PSI, WATER CLOSET=1.6 GALLONS PER FLUSHING CYCLE 2' TUB/SHOWER \ (Br BUILDER) LD r, WATER CLB. LJ 20. SUPPLY LINES ARE TYPE 'L' COPPER OR CROSS-LINKED POLYETHYLENE (PEX). HOT WATER HEATER P N � 21. COPPER PIPE SHALL BE SUPPORTED EVERY 6'-0' HORIZONTALLY, 10'-0' VERTICALLY AND ( METAL FOR FUEL BURNING EATER > FLR _ FLR C/) AT EACH STORY HEIGHT. 1 1/2' DRAIN FROM DRAIN PAN STUB THRU TB BELDW FIRST FLBBR ( PROVIDED IN FACTORY > -FLOOR WASHER SUPPLY MAIN VENT, W.C. DRAIN AND VENT 22. ALL JOINTS IN COPPER P[PE TO BE SOLDERED WITH AN APPROVED FLUX, SOLDERED O4 3 m 12' ABOVE WHEN TANK IS ON FIRST C SECOND FLOOR CO. AT IST FLR ONE 3'm STACK PER LIVING UNIT MIN MECHANICALLY JOINED PER CODE REQUIREMENTS. 2' DRAIN & BELOW . LONG BEND SLOPE 1/4'/FT 23, PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES, METAL PIPE IS TO BE WATER HEATER DETAIL SIZE ACCORDING USED. SEE NOTE 32 TO FIXTURE LOAD TO HOUSE D2AIN �l 1/2'x3" INCREASE 24. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, WALLS TYPICAL D W V SCHEMATIC AND COUNTERTOPS. NO FUEL BURNING WATER HEATERS IN OR OFF SLEEPING, BATH OR TOILET ROOMS. 45' EL V V O CL PROVIDE DOOR OR PANEL LARGE ENOUGH TO REPLACE WATER HEATER DO NOT PLACE ACCESS -1 1/2•m a U y 25. ONE FROST-FREE HOSE BIBB/SILL COCK TO BE SUPPLIED AND INSTALLED BY OTHERS IN THRU BEDROOM CLOSET. SPACE FOR WATER HEATER SHALL BE PROVIDED IN FACTORY FIELD. SEE NOTE 18 ABOVE INSTALLATION SHALL BE PROTECTED FROM FREEZING. r ^ Ln 26. VACUUM BREAKERS TO BE LOCATED A MINIMUM OF 4' ABOVE FINISHED FLOOR WHEN 1 1/2' SAN TEE FACTORY INSTALLED FIXTURES (I.E. CLOTHES WASHER). 1`2903 WATER SUPFLY SYSTEM DESIGN CRITERIA WATER SUPPLY AND WATER -WASTE /f- Q V 27. N/A P2603.2 DRILLING AND NOTCHING; WOOD-FRAMED STRUCTURAL MEMBERS SHALL NOT BE DISTRIBUTION SYST=MS SHALL BE SELECTED SUCH THAT UNDER CONDITIONS OF \I_ 28. WALL CONSTRUCTION FOR SHOWER RECEPTORS SHALL BE IN COMPLIANCE WITH ALL STATE DRILLED, NOTCHED, OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN SECTIONS PEAK DEMAND, THE CAPACITIES AT THE POINT ❑F OUTLET DISHARGE SHALL NOT 11/20 kI AND LOCAL APPLICABLE CODES, R502.8, R602.5, R602.6, R802.7, AND R802.7.1. 29, ANY STRUCTURAL MEMBERS SUBJECT TO DRILLING, CUTTING OR NOTCHING SHALL BE IN BE LESS THAN STATED IN THIS SECTION. FLR INSTALL CLEANOUT ACCORDANCE WITH ALL STATE AND LOCAL APPLICABLE CODES. 1`2605 PIPING SUPPORT: PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE AS SHOWN 30. PIPING SHALL BE FIRE STOPPED AS REQUIRED BY ALL STATE AND LOCAL APPLICABLE FOLLOWIN51 P2903,2 MAXIMUM F-OW AND WATER CONSUMPTION; CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION IN WHICH IT PENETRATES AND BE THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR PLUMBING KIT. SINK DRAIN & VENT SUITABLE TO THE PIPE MATERIAL 1. PIPING SHALL BE SUPPORTED TO ENSURE ALIGNMENT AND PREVENT SAGGING, AND EACH FIXTURE SHALL BE 31. FIRE STOPPING SHALL BE PROVIDED BEFORE IT IS COVERED DR CONCEALED. ALLOW MOVEMENT ASSOCIATED WITH THE EXPANSION AND CONTRACTION OF THE PIPING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE 2903,2 INDIVIDUALLY VENTED J 32, WATER HEATERS SHALL BE INSTALLED ON-SITE PER ALL STATE AND LOCAL CODES, 33. ALL PLUMBING SHALL BE TESTED IN THE FACTORY AS DESCRIBED IN THE APEX HOMES SYSTEM. TABLE P2903.2 Q QUALITY ASSURANCE MANUAL. NO PLUMBING SHALL BE COVERED BEFORE TESTED. 2. PIPING IN THE GROUND SHALL BE LAID ON A FIRM BED FOR ITS ENTIRE LENGTH, MAXIMUM FLOW AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS(a). F- / 34. FIELD INSTALLED PIPING BETWEEN [ST AND 2ND FLOORS, AND ALL WORK DONE ON SITE EXCEPT WHERE SUPPORT IS OTHERWISE PROVIDED SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL AND FIELD TESTED PER ALL STATE Z z AND LOCAL APPLICABLE BUILDING CODES. PLUMBING FIXTURE OR FIXTURE FITTING MAX. FLOW RATE OR QUANTITY 35, FACTORY INSTALLED FIXTURE DRAINS AND ALL OPEN PIPE SHALL BE PROTECTED OR 3, HANGERS AND ANCHORS SHALL BE OF SUFFICIENT STRENGTH TO MAINTAIN THEIR W CAPPED AND LABELED FOR TRANSPORT. PROPORTIONAL SHARE OF THE WEIGHT OF PIPE AND CONTENTS AND OF SUFFICIENT WIDTH 0 36, INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEAN-OUTS DR SLIP JOINTS, TO PREVENT DISTORTION TO THE PIPE. HANGERS AND STRAPPING SHALL BE OF LAVATORY FAUCET 1.5 GPM AT 60 PSI LEI O ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION. RIGID SUPPORT SWAY U N CLEAN-OUT OPENING THE SAME SIZE AS THE TRAP. BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45 DEGREES SHOWER HEAD(a) 2.0 GPM AT 80 PSI `V 37. WATER CLOSETS SHALL HAVE FLUSHING DEVICES AND FIXTURES AS REQUIRED PER ALL (0.79 RAD) FOR PIPE SIZES 4 INCHES AND LARGER. STATE AND LOCAL APPLICABLE BUILDING CODES. SINK FAUCET 2.2 GPM AT 60 PSI O z Q Ln 38, THE POTABLE WATER SYSTEM SHALL BE FIELD DISINFECTED AS PER ALL STATE AND 4. PIPING SHALL BE SUPPORTED AT DISTANCES NOT TO EXCEED THOSE INDICATED IN Q H LOCAL APPLICABLE BUILDING CODES. TABLE P2605.1 OR MSS SP-69 �- 0 39, CONCEALED PIPING IN UNHEATED AREAS, INCLUDING OUTSIDE WALLS, SHALL BE WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE PROTECTED AGAINST FREEZING. PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHENEVER P2706.1 WASTE RECEPTORS EVERY WASTE RECEPTOR SHALL BE OF AN APPROVED TYPE. POSSIBLE. PLUMBING FIXTURES OR OTHER RECEPTORS RECEIVING THE DISCHARGE OF INDIRECT <E Q LL 40. HOSE SPRAYER (IF SUPPLIED) FOR TUB/SHOWER SHALL HAVE A DIVERTER THAT WASTE PIPES SHALL BE SHAPED AND HAVE A CAPACITY TO PREVENT SPLASHING OR (A) CONSUMPTION TOLERENCES SHALL BE DETERMINED FROM REFERENCED STANDARDS PROVIDES A VACUUM BREAKER (I.E. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH A FLOODING AND SHALL BE READILY ACCESSIBLE FOR INSPECTION AND CLEANING. WASTE (B) THE FLUSH VOLUME FOR A DUAL-FLUSH WATER CLOSET IS DEFINED AS THE N LL VACUUM BREAKER. RECEPTORS AND STANDPIPES SHALL BE TRAPPED AND VENTED AND SHALL CONNECT TO COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH oj m 41. IST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN R PIPE THE BUILDING DRAINAGE SYSTEM. A REMOVABLE STRAINER OR BASKET SHALL COVER THE R306,3 SEWAGE DISPOSAL; ALL PLUMBING FIXTURES SHALL BE CONNECTED TO A STACK.DIAMETERS DOWNSTREAM OF A STACK BASE AND WILL NOT CONNECT INTO A 2ND FLOOR DRAIN WASTE OUTLET OF WASTE RECEPTORS. WASTE RECEPTORS SHALL BE INSTALLED IN SANITARY SEWER OR TO AN APPROVED PRIVATE SEWAGE DISPOSAL SYSTEM ti N 42. ONE PIECE FIBERGLASS TUB/SHOWER UNITS OR ONSITE TILED WALLS TO BE FACTORY VENTILATED SPACES. WASTE RECEPTORS SHALL NOT BE INSTALLED IN BATHROOMS OR IN INSTALLED OVER A MOISTURE RESISTANT GYPSUM 6'-0' MINIMUM HIGH. ANY INACCESSIBLE OR UNVENTILATED SPACE SUCH AS A CLOSET. READY ACCESS HALL P3005.2 CLEANOUTSi PLUMBING CLEANOUT$ TO CONFORM TO THIS SECTION. q Ln 43. BASEMENT HOBE PROVIDED TO WASTE RECEPTORS. ME MODELS SHALL BE PROVIDED WITH A 2' VENT STUBBED BELOW THE IST ou FLOOR, CAPPED AND LABELED BY APEX HOMES. 44. BATHTUBS INCLUDING GARDEN OR HOT TUBS OR WHIRLPOOLS SHALL HAVE A 1 1/2' P2803.2 TEMPERATURE CONTROL: WHERE A COMBINATIDNAL WATER HEATER-SPACE HEATING CHAPTER 31 VENTS VENT SYSTEMS TO COMPLY WITH THIS SECTION, SECTION MINIMUM OVERFLOW PROVIDED. SYSTEM REQUIRED WATER FOR SPAC HEATING AT TEMPERATURES EXCEEDING 140% A GOVERNS THE SELECTION AND INSTALLATION OF PIPING, TUBING, AND FITTINGS 45. HEAT TRAPS SHALL BE INCLUDED FOR DOMESTIC WATER HEATING SYSTEMS. MASTER THERMOSTATIC MIXING VALVE COMPLYING WITH ASSE 1017 SHALL BE INSTALLED FOR VENT SYSTEMS 46. EACH LENGTH OF PIPE AND FITTING, TRAP, FIXTURE, MATERIAL AND DEVICE IN A TO TEMPER THE WATER TO A TEMPERATURES OF 140'F DR LESS FOR DOMESTIC USES. PLUMBING SYSTEM TO BEAR THE IDENTIFICATION OF THE MANUFACTURER. P3103.2 FROST CLOSURE: EVERY VENT EXTENSION THROUGH A ROOF OR WALL W 8306.4 WATER SUPPLY FIXTURES: ALL PLUMBING FIXTURES SHALL BE CONNECTED TO SHALL BE A MINIMUM OF 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE 1. PVC PLASTIC PIPE - SCHEDULE 40 OR 80, ASTM D 1785 AN APPROVED WATER SUPPLY. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, 2. PVC PLASTIC PIPE FITTINGS - SCHEDULE 40, ASTM D 2466 BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT OF THE VENT SHALL BE MADE INSIDE THE STRUCTURE A MINIMUM OF 1 FOOT ( ) 0 Uo pq Q Q I 3. PVC SOLVENT CEMENT - ASTM D 2564 AND COLD WATER. BELOW THE ROOF, :E: Y z Y 4. ABS PIPE - SCHEDULE 40 OR 80, ASTM D 1527 5. ABS SOLVENT CEMENT - ASTM D 2235 P3112 ISLAND FIXTURE VENTING: KITCHEN SINK WITH DISHWASHER WASTE CONNECTION TO P31033 FLASHING AND SEALING THE JUNCTURE OF EACH VENT PIPE WITH THE Ix 6. SOLDER - ASTM B 828 BE VENTED IN ACCORDANCE WITH THIS SECTION ROOF LINE SHALL 3E MADE WATER TIGHT BY AN APPROVED FLASHING. VENT q 7. RELIEF VALVE - ANSI Z 21.22 EXTENSIONS IN WALLS AND SOFFITS SHALL BE MADE WEATHER TIGHT BY 9. CROSS-LINKED POLYETHYLENE (PEX) PLASTIC TUBING - ASTM F 877 P3113 SIZE OF VENTING SYSTEM; VENT SIZING TO COMPLY WITH THIS SECTION CAULKING. 8. COPPER DRAINAGE TUBING - ASTM B 306 10. GEL COATED GLASS - FIBER REINFORCED POLYESTER RESIN SHOWER, SHOWER P3114 AIR ADMITTANCE VALVES; AIR ADMITTANCE VALVES INSTALLED AS PER CU CU (1J (U (LJ THIS SECTION. P3109 WET VENTIN;; N/A FOR THIS HOUSE. \ (U Cu (U M CU 11. PLASTIC TUBS - ANSI Z124.1 12. STAINLESS STEEL FIXTURES - ASME A112.19.3M P3201 FIXTURE TRAPS FIXTURE TRAPS SHALL COMPY WITH THIS SECTION. TRAPS SHALL P3109 WASTE VENT: WASTE LINE VENTING TO CONFORM WITH THIS SECTION CD (y) C7 O O I BE OF A STANDARD DESIGN, SMOOTH UNIFORM INTERNAL WATERWAYS, BE SELF CLEANING, CU (U 13. VITREOUS CHINA FIXTURES - ASME A112.19.2M \ \ \ AND NOT HAVE INTERIOR PARTITIONS EXCEPT WHERE INTEGRAL WITH THE FIXTURE. Q \ \ \ 14. FORMED METAL PORCELAIN FIXTURES - ASME A112.19.4M 1`3110 CIRCUIT VENTING A MAXIMUM OF EIGHT FIXTURES CONNECTED TO A � (1.J � (Y) M � 15. ENAMELED CAST IRON FIXTURES - ASME A112.19,1M HORIZONTAL BRANCH DRAIN SHALL BE PERMITTED TO BE CIRCUIT VENTED 16. MATERIALS, FIXTURES AND EQUIPMENT SHALL BE IN COMPLAINCE WITH ALL STATE AND P3111 COMBINATION WASTE AND VENT SYSTEMS N/A FOR THIS HOUSE, J J Q Q W L,J W J z > f) C5 J D-/ 0/_ Q L� LJ n Z I I n > > W W W Q IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED C1 oo� PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. O TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE V BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NYS w IN M I HIKL1 rAn I Y JLAL LU,A I LIN ; ENGINEER: �1 Q 2EVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 0 Q OF Fw J . To ONS obi � qo F� )FS CORPORATION 4181 ' SB RG,PAOAD SUITE 2 B117 CENTRAL LO❑ FESSl4'�' 07/14/22 QN - 17578 / JN - 72494 / NY Ln co r — — — — — — — — — 1. PIPING SUPPORT: DWV 4'-0' ❑.C. VER, / 3'-0' D.C. H❑R. 1 ALL DWV & SUPPLY LINES 2, TEMPERATURE LIMITING DEVICE TO BE INSTALLED ❑N ALL LAVATORIES, 0 Ln BELOW THE FLOOR SHOWN ARE TUBS AND SHOWERS. 3. EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF VALVE W -4 I TO BE SIZED BY THE ON-SITE 4. WATER LINE SIZED BASED ON 30 PSI AND 80' MAX DEVELOPED LENGTH CONTRACTOR & APPROVED BY 5. USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS THE LOCAL BUILDING I 6. ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE SUPPLIED AND INSPECTOR. tNSTALLED ON SITE BY OTHERS Q CLI L _ _ _ _ _ _ _ _ _ _j 8. WATER HEATER PROVIDED AND INSTALLED DN-SITE BY OTHERS, WATER H HEATER DISCHARGE SHALL BE IN A NON-HAZARDOUS L❑CATION Z DWV PLUMBING LAYOUT —I 3' RADON VENT 3' VENT O THROUGH THROUGH r l INDICATES DRAIN /\ RODF ROOF / — — — — INDICATES VENT / \ INDICATES DWV PLUMBING ON-SITE BY OTHERS \ IQ / I \ I Li o SHOWER /_3/4' WC \ / D co I7 3/4 \ / / \ 3/4 1/2' u \ D ' LD V SHOWER LAV / /i/2' I / l� WC NII / V / m I1/2' 1/2' / / 3/4' \ LAV I LAV I / I / LAV / \ X3/4' ti � L� w I �'' / I°u al 1/2' / / SUPPLIES �3/4' \!\ U / TO IST FIR 3/4' \ �" q Ln N � Lo J I I WC 3/4' q / { cu WASHER YLAV WASHER / 3/4' \ \ N a I Ir v2.v2' / TUB 1/2' / WC /2' n WC TUB/SHOWER I I/2' / / �— 2' VENT T❑ 2ND FLR 2 �. ` 3/4' / 1/2' / Q \ \ N LAV \�3/4SINK/DISHWASHER LAV rNl 3/4' \\ I 1/2' �I 1/2' / 1 [] NI I 1/2'�I / W U 3/4' YI/ U N :E: I I � LAV, COLD WATER SUPPLY \��� O Q H q Ln til – HOT WATER SUPPLY 3/4' CYC we 3/4' / ICE MAKER < Q LL KITCHEN /` 3/4' M \ SINK 1• / I i & D/W / CU q / N // SUPPLIES q / / J TO 2ND FLR ai WF7 / H Z / // I C/)N i o / \ JLL I U (� v z Q I I / w � LJ <1 :E: :E: " y �Nz ¢ W / aw q QIw w � cu cv cU cu cv 3 3 o M ( ) o o h I I OJ cU 3. \ \ T❑ o Q (U (U \ �D MAIN M SEWER H H J J J J Q Q z > w i 0- H I I Cl— > > > CL. w � Q IT IS A VIOLATION Ow LdF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (Y PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO THE DRAWING WITH A NOTATION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Is Z TO THE BEST OF MY KNOWLEDGE, BELIEF AND V PROFESSIONAL JUDGEMENT, THESE DOCUMENTS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THE w y 2020 RESIDENTIAL CODE OF NYS HIND r'ANiY SEAL LULAiluN ENGINEER: Q <EVIEWED FOR CODE COMPLIANCE ERIC TOMPOS, ICC-NTA 305 N OAKLAND AVE NAPPANEE,IN 46550 0 Q �P \G J . Tp�A ob 3FS CORPORATION 04181117 CENTRAL BLOO SBURG,PAOAD SUITE 2 FE`S`Sl �07114122