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40716-Z
�OFFol Town of Southold 11/10/2016 as g� P.O.Box 1179 .� 53095 Main Rd oy,� �,� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38651 Date: 11/10/2016 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 165 Ruth Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/18/2016 pursuant to which Building Permit No. 40716 dated 5/25/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"ALTERATIONS INCLUDING PARTIAL GARAGE CONVERSION TO LIVING SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Gabriel,George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0039 06-27-2016 ELECTRICAL CERTIFICATE NO. 40716 11-01-2016 PLUMBERS CERTIFICATION DATED 11-01-2016 John Houston tho ed Uature ��gu�Fuc��aTOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40716 Date: 5/25/2016 Permission is hereby granted to: Gabriel, George 95 Inlet View E Mattituck, NY 11952 To: legalize "as built" alterations to an existing single family dwelling as applied for per SCHD approval. At premises located at: 165 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-23 Pursuant to application dated 5/18/2016 and approved by the Building Inspector. To expire on 11/24/2017. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,923.20 CO -ALTE TO DWELLING $50.00 al: $1,973.20 BUII t9x------ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 f ` Date. / New Construction: �A Old or Pre-existing Building: 1,-� (check one) Location of Property: ��� V W ft nn GV_ House No. /Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 1, Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Y�� I�'�l�' ��'���� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ �lJ Applica ignature oF soUry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • aQ roger.riche rt(a-)-town.so utho Id.ny.us Southold,NY 11971-0959 01 yc4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gabriel Address: 165 Ruth Road City: Mattituck St: New York Zip: 11952 Building Permit#: 40716 Section: 106 Block: -7 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Blue Topaz Electric License No: 48305-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer AppliancesMTwistTist Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Lock Exit Fixtures TVSS Other Equipment: 2- Exhaust Fans Notes: Inspector Signature: - Date: November 1, 2016 0-81-Cert Electrical Compliance Form.xls $ II£ Y �tw�ibti8e611udslw �URF sOM�l R3llenol��t e Us wo0 WON A moN 161461S ollgnd,AJelON -4 - 4 (1V11Vfl'W VS383H1 �juna n~ - - otlgnd AMoN _77-UZ .jo ABP spR au azojaq of Woaig (am iBglg-sjogwnId) •peal %I 3o 0I/Z urgj ssol sutluoo molsAs Ajddns zalum mp ur pasn japlos o p l-eip Ajt:pao I (jutxd assay w w _ in -73 s 2!ci-) /f) 99705),q :aaump C) �7 "oN ITuuad 2uipling E f f 9,011 d a A- -1 H-a a G IOEMaOS SIO Dios •tea�rua�ns t 91H b - AON r a / azox,�nos 3010L9 O L Ecl �Uu��cJ� zx�aaa 6560-iL6Ti AN'PlOnoS 4 6LT i xog'O'd € Z056-59L Q£9)xsd P ID-d UION SL£V5 i Z081-59L(T£9)auogdaiay xauuV lluH UM01 i CHARLES J. DRUDI R.A. D [ECEVE � Di ARCHITECT JUL 18 2016 30 BETHESDA LANE SAYVILLE,N.Y. 11782 BUILDING DEPT. TEL: 631-244-9338 TOWN OF SOUTHOLD FAX: 631-244-3978 July 14, 2016 Town of Southold Building Department Town Hall Southold NY, 11971 Ref: Gabriel Residence 165 Ruth Road Mattituck NY, 11952 TM # 1000-106-7-23 Attn; Michael Verity/Building Inspector This letter is to certify that all the work performed at the above referenced address for the second floor bathroom dormer including framing, insulation, caulking, sheetrock, plumbing, wall studs, roofing, roof rafters and strapping was done as per my approved architectural drawings and the Residential Building Code of New York State. If you have any questions please don't hesitate to contact me. Very Truly Yours ED Agcy C?� 305�°h� ATF Q�' ,���c'�► Charles J Brudi RA ,1 ' N� Np 02292 0F T D C�C��ObC CHARLES �LTI.)ES J. BRI, R.A. DD ARCHITECT JUN 2 3 2016 30 BETHESDA LANE SAYVILLE,N.Y. 11782 BUMDING DEET. TEL: 631-244-9338 TOWN OF SOUTHOLD FAX: 631-244-3978 June 16, 2016 Town of Southold Building Department Town Hall Southold NY, 11971 Ref: Gabriel Residence 165 Ruth Road Mattituck NY, 11952 TM # 1000-106-7-23 Attn; Michael Verity/Building Inspector This letter is to certify that all the performed at the above referenced address including framing, insulation, caulking, plumbing and the wall stud strapping for the damaged rear wall sill plate replacement was done as per my architectural drawings and the Residential Building Code of New York State. If you have any questions please don't hesitate to contact me. Very Truly Yours ED AIgCy 930sFpy�� Charles J Brudi RA 9G A k 02 OF oF souryolo o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ CO GH PLUMBING [ ] �DATION 2ND [ NSUL-ATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) [ ] CODE VIOLA ON [ AULKING REMARKS: a 00,4 c DATE �� �� INSPECTOR 40 coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ] ROUGH PLUMBING FOUNDATION 2ND I 'SULATION FRAMING / STRAPPING �FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: z ol or DATE INSPECTOR qo�ly SOF SOUjy �o� opo �y00UNTl�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ],!IV19,ULATION [ ] FRAMING / STRAPPING [LT FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Imo �,a"M4, )- (ww, 2 -V eh/ O o &Vlwe ;of"-/ ov::z 4 hAv-tVV 6#r DATE ll I INSPECTOR v � a SOUlyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [' FINAL �ll�w� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �VOCVL ,oma- ShAtS4% hy- C�,� �aPn � d►s ��s ?�.�-�oY . DATE ® , y L INSPECTOR O�1, OF SO(/jyol � o • yo oyco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALL /DOUGH) [ ] ELECTRIC L (FINAL) REMARKS: C 44 clp— •�ivY`/l �i lXi �v`H�4et� DATE to INSPECTOR SOUI�,olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M�ELECTRICAL (FINAL) REMARKS: \� -DATE 1 1 l INSPECTOR '� r OWN - STATE M�BROY CODE �rdr.- m OEM • , 't r lM4 - 1 r i l � n �i TOWN'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 — 4 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ----s Survey South oldTown.NorthFork.net PERMIT NO. � ( �~ Check 0 Septic Form ✓' N.Y.S.D.E.C. Trustees C.O.Application Flood Permit — Examined 20 Single&Separate — �' Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c Z Phone: Expira' ,20 Flo ng Inspe for MAY 18 2016 APPLICATION FOR BUILDING PERMIT BUILDING DEPT Date _ ,20 / 'OWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS 14EREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the"construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 0 (Signature of Oplicant or name,if a corporation) j WN� USN (Mailing address of applicant) Wn f State whether applicant is owner, lessee, agent, architect, engineer, general co tractor, electrician,plumber or builder Aalwif11,-7 Ao�iK -W M I Name of owner of premises I r1- (s (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of or -y,52at offi er) Builders License No. &P 10 Plumbers License No. WWV Electricians License No. � tG Other Trade's License No. 1. Locati n of 1 d on which pr e ork will be done: WA House Number Street Hamlet0 County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot t 2. State existing use and occupancy of premises and irate ed se and ocp upan Iroposed constr ta. Existing use and occupancy " � b. Intended use and occupancy -0114 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ��r Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars ff 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. �I 7. Dimensions ofexisting ptrtr�ctures,if any: Front , Rear 7 _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front /®i Rear �J Depth, Height Number of St ries I !� 8. Dimensions of entire iew construction: Front � R Depth N Height Number of Stories 9. Size of lot: Front Rear Depth ?2 10. Date of Purchase;wlz kILName of Former Owner 11. Zone or use district in which premises are situated (/ 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO�' Will excess fill be removed from premises?YES NO 14. Names of Owner of emises A W10AddressqAMe��`� Name of Architect 171121W 1 Address one No Name of Contractor MdI7 MOT. Address J07,W1,W - Phone No.& -� I 15 Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 14 IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BF REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. V'16. Provide survey,to scale,with accurate foundation plan and distances to property lines. HI 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO - * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF oxkfj'�71 - F&O '4 Wafo'l -being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing'contract)above named, (S)He is the (/ lfl?� ?M (Contractor,Ag nt,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the Nvork'xill be erformed in the manner set forth in the application filed therewith. r Sworn to before me this /'7 day o Ral20 ,BETH J CAPON N ry Public NOTARY PUBLIC Sign e o Applicant NO 01CA6179717 SUFFOLK COUN NY .AWCOMMISSION EXPIRES/T` /2dL. NOV (J a�Satj �o�� dojo Town Hall Annex 4 4Telephone(631)765.1802 54375 Main Road U P.O.Box 1179 G Q roaendchertCc o(630765, 0ld.ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD f APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Q Company Name: 1 L j Name: V-11 X) License No.: o S- Aic— Address: —Iwwo ( Phone No.: 16 95'2 JOBSITE INFORMATION: (*Indicates required information) *Name: l C�® lQ S 6a 6 rt e l ' *Address: V *Cross Street: by, r *Phone No.: 22 eo Permit No.: Tax Map District: 4000 Section: Block: 1; Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: ES NO Rough In final *Do you need a Temp Certificate: YES/40 Temp Information(lf needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 -400 Other *New Service: Re-connect Underground Number of Meters Change of Seryice Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1110j 82-Request for Inspection Form �l � ��osulFgk�� ST�O IR�.lW�l WA\TIEIR� Scott A. Russell SUPERVISOR W MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOL7THOLD,NEW YORK 11971 ® Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 1 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING— Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑C� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ElD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F.. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with pour Building Permit Application. APPLICANT* (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date YAME: � ! �P Rina Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contactlnformation Glyj/��/�� ��✓�f Reviewed By: — — — — — — — — — — — — — — — — // Date: Property Address/Location of Construction work: — — — — — — — — — — — — — — — — �Approved for processing Building Permit. uu Stormwater Management Control Plan Not Required. ® Storm«Fater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 e w Town Hall Annex Telephone(631-1802 54375 Main Road —c fi. Fax(631) 734-9502 P_ O- Box 1179 � =Z__ Southold, NY 11971-0959 y �r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION 1 Date: Owner: A l 0 44--- <�; zt' Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure :. to be constructed or performed at the.subject property reference above will Utilize (check applicable line): Truss type construction (TT) -Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof fr-ami ing (R) Floor and roof framing (FR) Signature: Name person submitting this form): "/ ?A 01 6 `I rL Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1!1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PARTONE -- - - �- --- DESIGNATIOiQ vF CONSTicU%Tic?id (PMS) #'i87 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE El f - 2" MIN- REFLECTIVE WHITE 4 112" STROKE _.. ----- — - DE�utGI3i4'i'FQNO �TRiJCi`CfiRAt r - _: ___�•'_-_- _..--=- -_ COMPONENTS THAT'ARE OF - TRUSS CONSTRUCTION "F" FLOOR FRAMING,.IN,C1.UDtNG GIRDERS�A`ND 13!6 S "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAfi [6G* . TRUSS IDENflFICATIQN SIGN COMDUANCE WITH 19 W, .CRR PART 1265ft*q wrm= °D:;anetEXNVFt-E TRUSS IDEMHFIGATIO1 SIGN DATE ONOW2005 NE YORK STATE DEPA.RTII�'ENT OF STATE DIVISION of CODE ENFORCEMENT ✓ AND ADMINISTRATION CHARLES J. BRUDI, R.A. D�j ARCHITECT L1 `� JUN 2 3 2016 E) 30 BETHESDA LANE SAYVILLE,N.Y. 11782 BUILDING DEPT. TEL: 631-244-9338 TOWN OF SOUTHOLD FAX: 631-244-3978 June 16, 2016 Town of Southold Building Department Town Hall Southold NY, 11971 Ref: Gabriel Residence 165 Ruth Road Mattituck NY, 11952 TM # 1000-106-7-23 Attn; Michael Verity/Building Inspector This letter is to certify that all the habitable rooms listed on my architectural drawings for the above reference address meet or exceed the light and ventilation requirement set forth in Section 303 of the Residential Building Code of New York State. If you have any questions please don't hesitate to contact me. Very Truly Yours DCharles J Brudi RA �tv�5 ,oSFpy� • G * V 8 q N .02 ti dF SOUjyo ^ Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • c Southold,NY 11971-0959 olyCoUM,� October 26, 2016 BUILDING DEPARTMENT TOWNOE S6U- THOLD Mi � — 5 or u a iel J-� OCR f tituc Y 2 n Re: 165 Ruth Rd, Mattituck I� TO WHOM IT MAY CONCERN: e - The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) e -LI-' Electrical Underwriters Certificate. Vri -P A fee of$50.00. �1 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40716 - Alterations REScheck Software Version 4.6.2 Compliance Certificate Project Energy Code: 2009 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 5% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 164 Ruth Road Nicholas Gabriel Charles Brudi Mattituck, NY 11952 164 Ruth Road Charles J Briudi,Architect Mattituck, NY 11952 30 Bethesda Lane 561-312-6862 Sayville, NY 11782 631-244-9338 cbrudi24@aol.com Compliance: 2.4°/6 Better Than Code Maximum UA: 248 Your UA: 242 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 126 19.0 0.0 0.051 6 Ceiling 2: Cathedral Ceiling 432 19.0 0.0 0.052 22 Skylight 1: Wood Frame:Double Pane with Low-E 7 0.300 2 Wall 1:Wood Frame, 16" o.c. 1,438 13.0 1.5 0.072 97 Window 1:Wood Frame:Double Pane with Low-E 78 0.300 23 Door 1: Solid 18 0.450 8 Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 1,786 19.0 0.0 0.047 84 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been de igned to meet thg,%2009 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requireme ed in t S ck Inspen Checklist. J, & �K Name-Title Signature Da e °t\g4EP�D ARc �C O Project Title: (P Report date: 05/10/16 Data filename: Untitled.rck 0229 yOQ� Page 1 of 8 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section'_ _ Plans Vermeil_1'4ield•Verified -Pre-inspection/plan Revieeni = _Cotnpties?_ Co_mmenis/Assumptions_` Sc,Re :ID; Value;.: Value` = 103.2 ',Construction drawings and ❑Complies ; [PRl]1 documentation demonstrate "❑Does Not energy code compliance for the building envelope. []Not Observable = - ❑Not Applicable 103.2, ;Construction drawings and F` _, _ _ _ Y ,❑Complies 403.7 documentation demonstrate = ❑Does Not [PR3]1 ;energy code compliance forV1❑Not Observable ; ti ;iighting and mechanical systems. '; __ - _ !,Systems serving multiple - _ =-_ _ =❑Not Applicable dwelling units must demonstrate compliance with the commercial code. 403.fi.- ;Heating and cooling equipment is' Heating: : Heating: ❑Complies [PR2]z_'= ,.sized per ACCA Manual S based Btu/hr i Btu/hr []Does Not on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable'otherapprovedmethods. : Btu/hr Btu/hr tlNot Applicable ' Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,- Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 2 of 8 l albri si� 7 Fouritlation nspect?wn-' les? 6M u Complies? ID 303.2:-1; A protective covering is installed to ElComplies [F911]? protect exposed exterior insulation T]Does Not and extends a minimum of 6 in.below grade. [] � Not Observable T ElNot Applicable 4PA, Snow-and ice-melting system controls tkomplies [FO12 'installed. TIDoes;Not .[]Not Observable' flNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) J 2 Medium Impact(Tier 2) J-3-ILow impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 3 of 8 Section' , - Plans Verified Field Verifed - _# Praming"/8tougFi-ln;lnspection ;.,Value_' - Vale 'xomplies? _ `;6mmetits/Ass6hil ons'. &Req.ID _ - 402.1.1, MoorU-factor. U- U- '❑Complies ;See the Envelope Assemblies 402.3.4 '❑Does Not table for values. [FR1]1 , ❑Not Observable t ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ,❑Complies ',See the Envelope Assemblies 402.3.1, ;average). ❑Does Not `table for values. 402.3.3, 402.5 l❑Not Observable [FR2]1 <❑Not Applicable ; s 303.1.3 U-factors of fenestration products = X` ❑Complies [FR4]1 :are determined in accordance '❑Does Not -with the NFRC test procedure or ;taken from the default table. P, -."E]Not Observable ❑Not Applicable 402.1.1, 'Skylight U-factor. :` U- U- 1 Complies See the Envelope Assemblies 402.3.3, ;❑Does Not table for values. 402.5 [FRS] '[]Not Observable - , ❑Not Applicable ; f _ > 402.4.4 tFenestration that is not site built ( _ 4-'❑Complies [FR20]1 :is listed and labeled as meeting '[]Does Not 'AAMA/WDMA/CSA 101/I.S.2/A440 for has infiltration rates per NFRC = ❑Not Observable 1400 that do not exceed code '❑Not Applicable :limits. 402:4.5 X-rated recessed lighting fixtures -` _ _ " `,[]Complies sealed at housing/interior finish - ❑Does Not and labeled to indicate s2.0 cfm '❑Not Observable leakage at 75 Pa. 's _ M1 =.❑Not Applicable 403.2.1 `Supply ducts in attics are R- R- []Complies [FR12]1 :insulated to>_11-8.All other ducts ; R_ R- ❑Does Not 4` ;in unconditioned spaces or outside the building envelope are: ;❑Not Observable t insulated to?R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, f. ❑Complies [FR13]1 'air handlers,filter boxes,and ''" = -❑ Does Not building cavities used as return ;ducts are sealed. ,,❑Not Observable -5❑Not Applicable 4,03.2.3',-',,i Building cavities are not used for = ❑Complies (FR15]3 ',=supply ducts. ' ❑Does Not -`.'❑Not Observable - ❑Not Applicable 403.3• j HVAC piping conveying fluids R- R- `❑Complies (FR17.]? ,.,i above 105°F or chilled fluids []Does Not below 55°F are insulated to?R- 3. R-3 ;❑Not Observable t❑Not Applicable 403:4 .; ','Circulating service hot water R- R- '❑Complies [FkIB]? pipes are insulated to R-2. ,❑Does Not •,'; t❑Not Observable > ❑Not Applicable 403.5'-, °Automatic or gravity dampers are _ ❑Complies [FR1 ..installed on all outdoor air ❑ Does Not intakes and exhausts. - -:, ❑Not Observable ` `❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 4 of 8 I I High Impact(Tier 1) 2,'J Medium Impact(Tier 2) 3_1 Low Impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 5 of 8 :Pla_ns,Verified'-- .'Field Veriifie`d=.= =Insulation Inspe`c#ion .Cooeplies3 Com_ me_nts%Assuinpti®ns &Re .ID- = =Value Value _ 303:1-;' ,'All installed insulation is labeled _ ❑Complies ll\113P? or the installed R-values Y = ❑Does Not _ ❑Not Observable a _ _ ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- _ R- ;❑Complies 'See the Envelope Assemblies 402.2.5, ;❑ Wood ;❑ Wood ',❑Does Not table for values. 402.2.6 a '❑ Steel ❑ Steel ;❑Not Observable [IN1]1 ;❑Not Applicable ; 303.2, Floor insulation installed per - ❑Complies 402.2.6 :manufacturer's instructions,and :f° .. ,t`V _ ;, s❑Does Not [IN2]1 Finsubstantial contact with the ;underside of the subfloor. _ _ -' _r _i❑Not Observable ` J - -rs❑Not Applicable , 402.1.1, ;Wall insulation R-value.If this is a, R- R- Tkomplies ;See the Envelope Assemblies 402.2.4, mass wall with at least%of the ElWood ;E] Wood ;❑Does Not Gable for values. 402.2.5 ;wall insulation on the wall ;E] Mass f E] Mass ❑Not Observable . [IN3]1 exterior,the exterior insulation ;requirement applies. ;E] Steel E❑ Steel :[]Not Applicable 303.2 Wall insulation is installed per = ;❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ' s❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2_1 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 6 of 8 ., Pians Verified Field'Verified,_ # Final Inspection Provisions, " Complies? Comments%.4ssuinptioris- &°Req:ID Value 402.1.1, ;Ceiling insulation R-value.Where a R- R- :❑Complies 'See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2 ',used if insulation is not ;❑ Steel ;❑ Steel ;❑Not Observable [FI1)1 compressed at eaves.R-30 may ,}j =be used for 500 ft'or 20% :❑Not Applicable (whichever is less)where -sufficient space is not available. , 303.1.1.1,;Ceiling insulation installed per _-ruf❑Complies ; 303.2 :manufacturer's instructions. t r., Y,. ,_ - }❑Does Not [FI2]1 Blown insulation marked every 300 ftz ;❑Not Observable {r _ ❑Not Applicable , 402.2.3 ,Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ;❑Does Not ,f)) ;adjacent assembly. F :❑Not Observable ; :❑Not Applicable 402.4.2, Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 ;verified by blower door test result ;❑Does Not [FI17]1 of<7 ACH at 50 Pa.This ;requirement may instead be met , ❑Not Observable , via visual inspection,in which i ❑Not Applicable k ,case verification may need to ;occur during Insulation Inspection. 403.2.2 Post construction duct tightness cfm cfm :❑Complies [FI4]1 i test result of s8 cfm to outdoors, ; ❑Does Not nor<_12 cfm across systems.Or, ❑Not Observable ;rough-in test result of<_6 cfm across systems or s4 cfm ;❑Not Applicable without air handler.Rough-in test; verification may need to occur E 'during Framing Inspection. 403:1.1=_ Programmable thermostats L' -}- _ - _ __ ".F❑Complies [F19]2.,{ :installed on forced air furnaces. f•," ❑Does Not ❑Not Observable I = - ;❑Not Applicable 403.1.2 ',.'!Heat pump thermostat installed _ - f❑Complies [FI10]z 'ion heat pumps. ❑Does Not ?❑Not Observable ❑Not Applicable 403.4' Circulating service hot water <{ i❑Complies [Flll]z {systems have automatic or _ a❑Does Not !accessible manual controls. - []Not Observable i ,❑Not Applicable 404.1 :50%of lamps in permanent - :❑Complies [FI6]1 fixtures are high efficacy lamps. '•_' T` .- - = _ 5❑Does Not ❑Not Observable - P;y ❑Not Applicable 401.3 `,,Compliance certificate posted. :-` - ''-❑Complies [F[7)2 <"„ El Does Not ❑Not Observable ❑Not Applicable 303.3 ' ,Manufacturer manuals for '` <i,-`= „❑Complies [FI18]3._ ,g mechanical and water heating ? ti .-J]Does Not equipment have been provided. ❑Not Observable s` ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2-_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 7 of 8 1 lHigh Impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 05/10/16 Data filename: Untitled.rck Page 8 of 8 2809 MCC Energy Eff'='Sncy cqr U oca�a Insulation . Above-Grade Wall 14.50 Below-Grade Wall 0.00 Floor 19.00 Ceiling /Roof 19.00 Ductwork (unconditioned spaces): Door-RatingGlass& Window 0.30 Door 0.45 Skylight 0.30 CoolingHeating& Heating System: Cooling System: Water Heater:_ Name: Date: Comments (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED MEEFON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI7UT WP CERTIFICATIONS ARE,NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. i �T 400 Ostrander Avenue,Riverhead,New York 11901 c's 1�1 tel.631."12?2303 fax.651.121.044, II admineyoungengineering.com I I I (Dwelling with I I Howard A.Young,Land Surveyor W ®� E Public water) (Dwelling with Thomas 0.Aolpert,Professional Engineer (Dwellirlg with Douglas E.Adams,Professional Engineer ; Public water) (Dwelling with I ( Public. lyater) Public Water) Robert C.Tast,Architect I I L 1 S — _ _ IN Taz MAIN 51TE DATA _ �t . +57.79 - T fi�UT}� 0,4]� - __ . �A� �"E� I��� I�Fd ��Q@�If��� I — — — — — ARE,4 = 20,000 sa. f=r. 57.37 +57.63 No ���SANITARY SYSTEM " VERTICAL DATUM = N.A.V.DATUM(1488) HE L` 14 PEFARTMENT �y,y . DI 57.07 �of PAVEF¢M " GRo55 FLOOR AREA = 2,143 SQ.Fr. TER Na* HEALTH DEPARTMENT USE 57.43 S °11'00"E 104. O' `V., 1487011100"w 118.18' ' I I �o +57.11 ' I - TE5T HOLE _ 1 BY McDONALD GEO5CIENCER=18.50' N DATE: MAR 25,2016 �I L=34.54 / i EL=55 8 0.0' 4.3 DARK BROWN ' 5803 N LOAM I GONG. ' GFL 10 =10 (oL) O 57.10 b 500' s%s .rte RO o BROWN SILTY 1 O i+� 6 m �� - no'm66ry 17.0' h 13 ) N O SURVEYOR'S CERTIFICATION s 6 s ❑ " 1HousE a GFRAMESAND V (9-60 BEDROOM E m L 0 3.0' O S Z 6 -Q'--- 4oh'FFL®SILL N CE O 8�{ PALE BROWN `� V 6 57.29 Tv 30.0 L C / ' / N FINE SAND O Z L 3 /` / 56.65 �L 0 L 13 t V (5P) L ( ( GONG.PATIO i 6 8.01 co Z 6 ST +56.58 +56.34 � � /Z 1 ,p� BROWN SILTY ` p`L q E SAND EXISTINs w J i M A5ANDONED IN ARY�RDANGE WITo BTEH Q LP O s C4 THE S.C.D.H.S.STANDARDS 0 SIJIE�°� �'�� ����,��� O O O� H HOWARD W.YOUNG,N.Y.S.L.S.No.45893 �f�7 I 28.0' 5588 �>ll?rF®�}t�o�� ®EPAR ♦ `� N BROWN FINE Q ®�STRUC'TIOM FOR A r as SAND (A �EAq FOR AIPPR°�a�.®� SURVEY FOR a (5P) 34.0' 0 SINIGL 'FAMILY RESIDENCE ®N�'� 4 NIGHOLA5 6AMEL 4 z +55.34 p GEORGE &AMIEL 'IAV Q z6 S. REQ' No' at Mattituak, Town of Southold Aj7�12i�®431"al�>?t E3s�?CPS$ir�g�T13i*� S� ®A� �� � Suffolk County, New York s Q � ,�Ste?71 I]BIBSt�'s�TIl COmf0imance with del-na t t requirement Submit APPROVES BEDROOMS BUILDING PERMIT SURVEY COO pleted forl-n��1w�- - VJ ®F T� ®'SAL n l3a �U! 55.9 FOR VIAXlCdl13M Wp q•I- O8- AIt-�� ° � H 5 2 -_ � EARS FPS®1'�` ®Afl G County Tax Map District ��00 Section IDES Block 07 Lot 2�✓ N 17 II 00 W 104.00' >� RIR � � [[ �1 FIELD SURVEY COMPLETED MAR 30,2 IES I I MAP PREPARED MAR.31,2016 Dwelling with Lot 2 1 Record of Revisions Public water) Subdivision - I Lot I RECORD OF REVISIONS DATE "Map of Sunset Knolls" 1 Subdivision Suffolk County File No. 5023 1 Suff ak County of No Knolls"5023 I 4; ; J I @ (Vacant) (Vacant) = , 0 m " v 40 c O 20 40 80 a. Scale: I" = 401 � " a DING 20 6-002q-bp I OF 2 3. El = MONUMENT SET ■= MONUMENT FOUND D= STAKE SET 0= STAKE FOUND DI = DRAINAGE INLET t� , � s F•,Co. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED 70 ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 4 CERTIFICATION INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE,NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD-OBSERVAMONS AND OR DATA OBTAIY,,CD'FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.121.2305 fax.631.129.07i44 adminayoungeng1heering.com M4 PU4 Howard W.Young,Land Surveyor Thomas G.'WOlpert,Professional Engineer Douglas E.Adams,Professional Engineer Robert G.Tost,Architect 51TE DATA a AREA = 20,000 50. PT. F. " TICAL DATUM = NA.V.DATUM(1988) of a &RO56 FLOOR AREA = 2,143 W.FT. N HEALTH DEPARTMENT USE 3 , N — I HOOSE 0 N O C . o FIRST FLOOR - EL-60.53 SURVEYOR'S CERTIPIGATION FINISHED GRADE EL=58.53 EL= 7.43 NEW EL=56.83 EL-56.50 I 4" MIN. 6" MIN 8" MAX. 12" MAX. 4" DIA PVC Y, 4" DIA PVC I '" ^r` M IE=55.83 PIPE ®2.00% q� � •.' IE-55.63 n 0.50'-JFLOW LINE-] IE=55.13 PIPE ®1.00% IE=54.53 Y-1A r N 0.33' ci - HOWARD W.YOUN6,N.Y.S.L.S.NO.45893 o I a= ?9 �0 3' to N I SURVEY FOR a 1 r 0 0 I NICHOLAS &ABRIEL IGEORGE GABRIEL 8.00' EL=39.0z at Mottituak, Town of Southold, Is.00' wA°ER M Suffolk County, New York 1500 GAL. SEPTIC TANK I (HIGHEST EL=10. I BUILDING PERMIT SURVEY GROUNDWATER) r REMOVE UNSUITABLE MATERIAL & (2) LEACHING POOL County Tax Map DI6tTmt 1000 Section 106 61Dck 0'7 Lot 23 BACKFILL WITH CLEAN SAND & GRAVEL \ TOTAL LEACHING FIELD = 400 S.F.S.W.A. j FIELD SURVEY COMPLETED MAR.50,2016 a MAP PREPARED MAR.51,2016 / Record of Revislons RECORD OF REVISIONS DATE HYDRAULIC PROFILE NTS C � 1 } Do , 40 O 20 40 60 a Scale: 1" = 40' JOB NO.•2016-0029 DWS.2016-0029-t p OF 2 I , O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET O= STAKE FOUND DI = DRAINAGE INLET (`VNIIUIFCA:'iIIID ALTESU71Oii 07 AMROH TO Tl11B EURYc9!6 A UbLATM 6f MCTNt!=3 Of THE J=TOSf!STAVE DUCGTinN lAU($?�+L^tCgS C7lD32!hi;T�!PCiOM R3G?ERTY l6tHS TD F3SfiCiB 6,K!lCNn','�AF2 POii A Si°EO{F!C C',R�OS.AKO AFS hYlT T013.I' �70 pTAFlL3,d'➢!<�,V IkgS OA OIIA 6lr,CTtW+CP Fd�S I81�'e9�'TFiS�i Yle'MAP nbd E'cAf�i© TttE(RR'0€tfil41a7$MD WL Wt �jlt StFAIL tlDl 6E TO EE A YSLO Tti�cOaL(W QSY16ipS1fOnY fifAEO.15tA11 i1.iW GlIY TO THE 6 J P07 4IAY2Y©Ff.�Afzffi Atb 01 H1:7®MIJ'm 7,IE 7RItti OOF3A".1Y,�t'JME7lPH�RI.!l.EF�Y AHD e@lOOlt!lNGnlifll�0!.i-7fia fl2 MW4 AtA TD IM a8ie M=W 7HC 1 DWG CSc^nnMW).CM17P F MUM Am Wr TMd8907 ga TD ADMIW"ETr[7a 7w=OR S1°�'wm cmm (S)*0[=no CFF WzL-..(6�.Cpne U&M{gt��6 L5(en R.�,"Hf�=4 AM FROM P&D 0S�4'ATkP M A..D 0 6Am 4AYVt.I9 FRC1 OAtfFli. 400 cabvad t AvoAv,63ivcftc344 mvq Yark nem tOl.031.727.E Dasa,WMMA7I44 A � eadtntns+�omg�ter�art�.�erFe M ! g PiIla rj 1'EIwalling wt�h t ,a®Co. r� t�wt ' ! PtaQ�lta dbbt�t�slli smith li�mfptli J 9. ,PP4POWtonetl rGAq r I 11a r) I Hith I ) Public Motor) tam a.Test,r stat I SITS VATA 10.47 I •�X9.85 0 NfMWAL SAI p AIA1/,ffide'NMI lt90W WAYS: 03 R09 R� ORM P =AMA a X14:1 ea FT. 104 HW�LTH DEPARTMMT use - NOT 11'OC7°1N TES's' HOLE 4 VIA WWWAW f��IP✓5�' �� ® I.� . �AW1 4 VARK BROM I 1 low«? F 911. I.o' i srev i an 0-6 PAW W4M OLTPV +r V'STM GAMPF,RY�To 62 � 1120 E All,=IN ROAMS w►,� �.� � � �������q u� ,ayY� a Pyst Pu�W Y YOM,WW. 9 SAM �� OR LAS 6 gA fattituats, Yom of Southold mfolk GOUMN, NON York Imp"PligmlT smvw t1 eBivmg Tax i bbtdcLe 1000 ftokw I(b 0`1 to( as 104.00' P H 1. 9� 1iMl4F1� i� fi tJing tmt i Lot 2Rsaord of rrowna SAWIVI-gtal - i l�vi P elon 1 t"OF mmaiale PAW F ®t! �guntu File No. Pf�l1� tl 1�1�11ste No. 5d23 1 40 o 20 40 so 9=1®, Ila 40, 2o 107-2 - �a MG�iY�T ��ANT FOl1�tfl7 ®a 57AK8 t�T �0 5TA4�FDUND Dl ■ i?�'.iPtf�E IC3s{:'P (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NI>T 70 BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CIRTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. I N 400 Ostrander Avenue,Riverhead,New York 11901 tel. 631.121.2303 fax.651.1210144 admin®youngenglneering.com 41 � 4�t � ► � I I T • �,� �0 }toward W.Young,Land Survapr W ® E I off � $=g ` e Thomas G.Wolpert,Professional Engineer I I Douglas E.Adams,Professional Engineer sps ss Robert G.Tast,Architect S _ _ _MATER MAIN SITE DATA (� �f _ 1 t� A Dr UTH I�®AD ' — - - - - - - AREA— — — AReA = 20000 sa. FT. 3 — al " VERTICAL DATUM = N.A.V.DATUM(1988) " GROSS FLOOR AREA = 2,143 50.FT. � L'b6E OF PAvp.�T NOV - 1 2016 I� GONc. HEALTH DEPARTMENT USE S WATER DI.7°11'00"1= 104. O' ; +>w� N8-701l'ooRA na.1a' I BUILDING DDM" I — TOWN OF 5OUTHOLD I SANITARY MEASUREMENTS L=54.54 A B \ I i �,' Nly, � ST IS' 57' cow— ' I lo- 1-10, o i o LP 52' 45' N n o v RO 11 0 30.0 - F 13 (n < _ mbbry 170' p N O SURVEYOR'5 CERTIFICATION N v I STORY FRAME ry V �- Tv HOUSE 4 GARAGE A N S w y(E HEREBY CERTIFY TO N I C H O LAS G LE LQ�� l (5-6 BEDROOM) c 0 t L O Z 22_- 4Ob• 0 G EO RG E G A B R I EL THAT THIS SURVEY �P rARED-IN.� a0) '� - -- ---- n Boo. 1 ACCORDANCE WITH THE CODE Of PRAGT �s SU�vEYS V_ a c V N O ADOPTED BY THE NEW YORK STATE 6- �y M ` L Z g L PROFESSIONAL LAND SURVEYORS. FtiX� G L GONG.PATIO i -P_ p ,t�? p l7 : i V S O 0 S r �9J ra o as ST f i ® 1 a Z 6 U r Y "`J dP9 ® � 9 U 111 OLP K CO 1L 3 Uj 00 to 00 E O is �Uj w Q HOWARD W.YOUNG,N.Y.S.L.5.NO.45893 �^ / I ®® 4a7 eat � Uj �`_ 44 a,�° �' ('�r� N 2: SURVEY FOR ` NICHOLAS GABRIEL 4 2 Q Q( GEORGE GA�RIEL � Cd T z z Mo OW at Mattituak, Town of Southold IL ® ®� a. a- ,� Suffolk County, New York > ` v FINAL SURVEY _ _ _ 9Xl� C ®® 0 - - County Tax Map t)IBtrwt 1000 S..tIOR 106 Block 07 Lot 25 N '7oil'00HA - - . - - - - ® 4M CD I I 104.00' FIELD SURVEY COMPLETED MAR.50,2016 I MAP PREPARED MAR.51,201C tis �n wLOt 2 Record of Revisions Lot I RECORD OF REVISIONS DATE I � . 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SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. ANY P15CREPANCY WHICH 15 FOUND BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE BROUC7HT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2• G.G. TO BE FAMILIAR WITH COMPLETE PROJECT AND SET OF DRANINCa AND THEIR INTENT BEFORE PROCEEDING WITH THE WORK, 5. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL WORK TO BE RECESSED BEHIND FINISHED SURFACES. "•r' a.,�,_"',,`.'etc;.,.+-. .vs-"-� _ -? a _,:;m '- ";. ,,�,' ,Ya,y�-.xa _ -" �. srd �.*,'� - - '�^ ='. „ ,'`,•-.�.^-.: DEMOLITION PERFORMANCE DISCLAIMER THE ARCHITECT AND/OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION 15 PERFORMED. THE CONTRACTOR AND HI5 SUBCONTRACTORS SHALL REMOVE ANl PERFORM THE ITEMS NOTED AS SUCH ON THESE _- DRAWIN65 IN A PROFE55IONAL MANNER IN ACCORDANCE WITH PROVIDE "RAFT-R-MATE41 "GOOD GENERAL PRACTICE511. SHOULD IN THE EVENT ANY BY "®Y'+{E1d5 GORIrIINW 1'O STRUCTURAL DAMAGE OCCUR WHILE INSTITUTING DEMOLITION ALJI.CaN FOR AtQt1ATE VENTING. PROCEDURES, THE GONTRACTOR 15 TO TEMPORARILY STABILIZE IN67 PERPENDICULAR TO JOISTS. THE STRUCTURE TO A "SAFE" CONDITION AND NOTIFY THE PROVIDE VENTED FASCIA 0 DRILL I"(P ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. 14OLM THROUCFI JOISTS FOR VENTING. �`- �4 „''°�� �" `.- �F ;a_'a.___J_ ".g .. ..%` R._ °?�.... '"ji ' Vis" 'mak. ;. •'4 `&'.^Y °.�-Al A =` `,� `K a 1 -1,4 f kph` vc�`q''°s, '�'` c• ,x d€ e -x,.... a S"�,. '� Ft `- iAl t� z,: g �,. �k u+>,- _ >'. -s j �, ;4 `sr 6_ .. ,e f,rte"✓ K 5 �'- � ,g"� .� *'.'`.T,k* ti-,w:R �g ""x.,,, ., •r, - w;Y..._._.__.._'�. s�;��, ^-�-,5&ka��;."` _ r—�u ^ ' ' }'" t": � .. 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BRUD1, R.A. % S ti� �L, Projeqqt Name&Addreae 39) BETHESDA LANE SAYVILLE, N.Y. 11 182 T-L.: (631) 244-S3313 9 �o MAINTAIN UPLIFT CONNECTIONS AT RAFTER ENDS. TYPICAL hIOTE: FOR ALL TRUE VALLEY CONNECTIONS. PROVIDE "RAFT—R—MATE" AL50 MAINTAIN VENTILATION. BY "OWENS CORNING" TO ALLOW FOR ADEQUATE VENTING. RUNNING PERPENDICULAR TO JOISTS. ': ` r,- >'` r ., . PROVIDE VENTED FASCIA ® DRILL IV HOLE5 THROUGH JOISTS FOR VENTING. MAINTAIN UPLIFT CONNECTIONS AT RAFTER ENDS AT s NAILING PAD. TYPICAL FOR ALL FALSE VALLEY CONNECTIONS. ALSO MAINTAIN VENTILATION. 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BRUD1, RLA. ��SFAy�%�� 30 SETWESDA LANE Proj� Name&A dress Sr YVILLE, N.Y. 11' 82 _ - _ TSL.: (631) 2 -5338 9 O WALL LEGEND ELECTRICAL NOTES . 1.ALL EIMT06AL WC C SHALL.COLI TO THE www 60M EaTDI16 WALLS TO Be FMMOVED OP TSE STATE OF Mi YMK GI'4PPM 21,M MWK 626MG GORE AW IM NEW YORK ROAM OF BITERS 2 GRM FAULT INTEDaRIMER(610 TO BE ItSTALLW AT F3Q5Tltl6 WOOD FRAME KALLS TO REMAIN L.4GATIOIG AS SIVCIFIED BY CODE. 3.GONTWTCR TO YERW LOCATION AIV 512E OF ALL ESTM ,.� .�.. �.. �,... UTILITIES PRIOR TO Bw1"OF G4A15TwTM. ETHIC FaWATION KAILS TO F84AM PLUMBING NOTES { I FRAM WALL.Co* I.ALL K M W WORK SFIALI.WFM TO TIE PLII[M COVE AIV ', ":'; NEht FOU+IVATIOM WasTIE HE CODE OF TILE STATE NEW YORK AID�Y GOI NATION +`:� ".� 4 . ` ., ., CODE(2WO ANP ALL RE6NIFIEIIIENIS OF LOCAL.M)11GIPAUTIES. 2.ALL DRAMM 4 VENT FIS'NS 9VU COMPLY NTH ALL LOCAL l -ABOVE ML.DINS COM DOMESTIC MAIM RPM 5"KL BE TYPE L' GQPI ,TCPE W ISN IE.OK BRAN.VM AEE,WOSTE 4 VEIiT ABOVE 6RAVE.SIIALL BE 906"40 P.Vf,.OR 6REMER. I ALL FI)tTIM TO COMFL.Y WITH KH YORK STATE 02f,. DESIGN LOADS WMRMM FM&EIMM WATER SAMNS PL"INS FIS 4.PL"*CONTRACTOR S%U G001 INATE ALL PIPIN6,19XtNDiE LOCA11016,AND I52J PN Nr IN AEC WANCE WITH THE lol='OF TIE ROOF LOAD LIVE LOAD =20 LOAF. OM IRAOM SWM-OR THESE ORMN6S. VEAD LOAD = 13 LIw. TOTAL LOAD =35 LOW - YM.E.P. GENERAL NOTES CE11.1%LOAD LIVE LOAD =20 LINSP- I. THE EXISTING PL.iUMB1NS, HEATINS AND ELECTRICAL BEAD LOAD =10 L.$JScf. SYSTEMS MEET OR EXCZED T#-E MINIMUPI REMLREMENT5 TOTAL LOAD =30 Lw. OF THE NEW YORK STATE BUIL.DINS COO , AND ARE CAPABLE,OF 9U>~'PORTIA9 THE ADDOITIONAL LOADS FROM FLOOR LOAD LIVE LOAD -40 Lw. THE NEW CONSTRN. UCTIO M.MPHO AREAS 0wLw 10 Lw. %me Now .TOTAL LOAD -50 Lw. ARCHITECTS STATEMENT E.C.C.C.N.Y.S. FLOOR LOAD LIVE LOAD = 40 U*rr. 1. TO THE BEST OF MY KNOWLEOM, BELIEF AND DEAD LOAD = 10 LOW. PROFESSIONAL JUDGEMENT THESE PLANS AND SPE-61FICATIONS ARE IN COMPLIANCE NM TME 2010 TOTAL LOAD = 50 LOW ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. REFERENCES ELECTRICAL LEGEND 1. RESIDENTIAL. BUIL.DIN&GORE FOR NEW YORK STATE. 2. WOOD FRAME CONSTRGTION MANUAL. FOR ONE AND TWO FAMILY DWELLINGS( NISEI WIND ETDITIOw qp OIPLEX 01 LET CONSTRUCTION NOTES GROUND FANLT IIITERRIIF'1" I. PROVIDE FSIMPSON B SERIES" JOIST HANGERS AT ALL i APPLICABLE LOCATIONS. 2. ALL BIALT UP'MICROLAM HEADED TO BE 13OLTED OR -�- CIBm MOUN w UC*T NAILED AS PER MANUFAC1URER'S REQUIREMENTS. 3. DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALL S. 4. ALL HEADERS NOT INDICATED TO BE MIAs. (2) 2,x&n DOUG. FIR, LARCH 0 2. Q WALL NI0!>M Lt6hT 5. DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILIN& 4 ROOF OPENINGS. (rrP,l Fmssw 6. ALL CATHEDRAL CEILWGS TO RELIEVE 5 1/2" R=21 Ll6F1T BA'I'T INSULATION KTH RAFTER-R--MATE' OY rCJNENS CORNING TO ALLOW FOR AVEQJA-M V -:LATIN& 940M MWWOR 1. ALL POSTS TO RELIEVE SOLID HOOD 5LOCKING TO FOUNDATION WALL.. OR GIRDER BELOW. �_ CANON MONOXIDE DETEGTODt S. ALL WINDOWB TO BE M1644PERFORMANGB INSULATING GLASS AS MANUFACTURED BY "ANDERSEN" OR EGUAL.. DP30 400 5MIE5. � FJW,0d15T FAN VENT TO E>ETERIOR 4. ALLCONNEGTORSXONNEGTION5 IN CONTACT WITH AGO TREATED) LUMBER MUST BE APPRovw 5Y MANUFACTURER AND RAVE A FINISH WITH EXTRA CORROSION RESISTANCE, EITHER STAINLESS STELL, HOT $ TSH DIP SALVANLZED (HDA) OR 'IMAX' PROTECTION. 3-WAY SWCH ® CAME JACK fO—, 9 S �EDARCy w __,. . ... CHARLES J. BRVDIl R.A. �� sS°SEpy�T�� _ 3P� ��t4-I�8Dy4 LANE Ptroj t Flame Add sa * V _ - _ W _ ._. SAYVILLE, NY. 11182._._ TEL.= (631) 2 4-x3338 � ., .,. , . BUILDING PLAN REVIEW NOTE M7g /7�lH#tKI 90 10 IV=9.67 ,1p�tYVt(,CfpE, WIND UPLIFT DESIGN TABLE 3.1 � TOWN OF 15LIP BUILDING PLANS EXAMINER 5HALL REVIEW THE ENCLOSED DOCUMENT WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE g FOR MINIMUM AGGEPTABLF PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF ISLIP FOR ONE 4 TWO FAMILY DWELLIN65(2001 EDITION) JOINT DESCRIPTION NUMBEROF I NOMBEROF NAIL SPACING AS SPECIFIED IN THE BCI'JIN6 AND/OR RESIDENTIAL CODE OF THE STATE OF NEW COMMON NAILS BOX NAILS + YORK.THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT GODETHE SEAL -SEG-30N 32.1.7 SILL PLATE TO FOUNDATION AND 516NATLRE OF THE DE516N PRO-F��IONAL HAS BEEN INTERPRETED AS AN -TABLE 32,32A-C, ROOF FRAMWG ATTESTATION THAT,TO THE BEST OF THE LICENSEES BELIEF AND INFORMATION,THE -SECTION 3.2.23 WALL A55EMBLY TO FOUNDATION RAFTER TO TOP PLATE(TOE NAILED) 3-ed 3-I0d FERTRAPPER D WORK IN THE DOCUMENTS 15: -TABLE 3.413 GELINS JOHT TO TOP PLATE(TOE-NAILED) 3-ed 3-lod PER JOIST Itay B -SECTION 3.222 WALL ASSEMBLY TO WALL A55E BLY CEILING JOIST To PARALLEL KAMM(FAGRNA Mj EACH IAP V } -TABLE 3.4,5.413 _ -CONFORM -SECTION 323.1 HOLDDOWN5 COLLAR TI To RAFTER 0-AGE-NAILED IL®) �ne O P� -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME of SUBMISSION, > Pi -CONFORMS WITH REASONABLE STANDARDS OF PRAGTIGE AND WITH VIEW TO THE -TABLE 3.17E SAFE6UAI;VM OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, -SECTION 3.25.4 HEADER ANDIOR GIRDER TO STUD BLoCKMe To RAFTER frola-NwLED) 2-ed 2-I0d EACH END 10 -IS THE RESPONSIBILITY OF THE LICENSEE. -TABLE 5.7 RIM e0ARD TO RAFTER(END-UwILED) 2-16d 3-I6d EACH 00 -SECTION 322,1 ROOF ASSEMBLY TO WALL ASSEMBLY WALL FRAMING -TABLE 3.4,3.413 TABLE 83072.1.2 PROVIDE HOOD 5TRI CTURAL.PANELS -SECTION 325.1 RIDGE STRAPS TOP PLATE To TOP PLATE(FACE-NAILED) 2-I6d' 2-16d' PER FOOT WIND43ORNE DEBRIS PROTECTION FASTENING WITH A'MINIMUM THICKNE55 OF IV(II.lmm) -TABLE 3.6,3bA TOP PLATES AT INTERSEGnars(FACE-HAILED) 4-16d 5-16d JOINTS-EACH SIDE SCHEDULE FOR WOOD STRUCTURAL PANELS abLtl AND A MAXIMUM SPAN OF S FEET(2438 STUD To 5TID(FACE-N ILEV) 2-16d 246d 24°ojc.. mm).SHALL BE PERMITTED FOR OPENING HEADER TO HIER(PACE NAILED) 16d Ibd 16°-AL ONS EDGE FASTENERSPACING PRoT):GT10N IN ONE AND TWO STORY TABLE3.4B OM FA.sTF1+ERTme vANET.9PAN 4Poar evoor BUILDINGS.PANELS SHALL BE PRECUT UPLIFT STRAP CONNECTION REQUIREMENTS TOP OR BOTTOM PLATE TO 51W IE P-NAILE7) 2-I6d 2-40d PER 51w "APODr 'PS. ->*'A1i 'P' -�^N (ROOFTO•WALI,WALL-TO-WALL,AND WALI.rTO-FOUNDATION) BOTTOM PLATE TO FLOOR JOIST,BAND,3015T,BiD.YJIST OR 2-t6d'� z-16d'� 1'ER PoOT tp eFoar aPoar AT COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (PRESCRIPTIVE ALTERNATETOTABLE3.4) BLac1:1NG(f'Ace-wvLED) � 'n p y 16° 12° q° ATTACHMENTS SHALL BE PROVIDED IN FLOOR FRAMING a - ACCORDANCE WITH TABLE R301.2.1.2 OR DEADLOADASSUMPITON'ROOF/C®IJNGASSEMBLYOL-151 Q} HO ae SHALL�DE516t�D TO RESIST THE THREE SECOND GUST JOIST To SILL,TOP RATE OR GIRDER(TOE-NAILED)/ 4-ed 4-10d PER JOIST y�y 16• 16• I2 85 90 IOD TIO QO 130 140 Iso N COMPONENTS AND CLADDIN6LOADS WIND9PE®R�NJ BmpamsToJOIST(TOE-iWL1D) 2-6d 2-IPd EACMEd7 I DETERMINED IN ACCORDANCE WITH THE FRAMINGBLOCKING TO JOIST(TOE-HAILED) 2-ed 2-IOd EACH END T_�9 lW 641>CH.aw mnllWr•eWam".i POe61•o,Os try ROOF NUMBER OF BD COMMON NAILS OR IODBOX Q INte PhelLta"Taw bM PROVISIONS OF THE i�1JLDIN6 GORE OF SPACING SPAN NABS IN F:4.END OF I•Y°"220 GAUGE STRAP 123,4 BLOCKING TO SILL OR TOP PLATE(TOENAILED) 5-16d 4-Ibd EACH BLOCK ATtl TA®L>SeH•m ON L'CDMN Heo>5ffi IIIDA9NOlMYM PLCP1mM. NEW YOW STATE,PANELS ARE TO BE IDU ` `PASrB@e>JV11 fE>m/dlID wr aw+o5ere eO>ec nela eP stmcnwa PAIEL LEDGER STRIP 70 BEAM(FACE-HAILED) 34N5d 4-I6d EAAI JOIST QJ NBffi same HS An rolw,wmoAw.uwansrvrcaneraw>_a STORED ON SITE AND NUMBERED WITH �j d) 12 I I I Z 2 2 3 3 AtrAa®unuawa�rver e,ranre w.vms Apmm,>lamure 16 I I I 2 2 3 3 3 JOIST ON LEDGER TO BEAM(TOE-NAIL®) 5-ed 3-IOd PER JOIST Rnao<wn.uPAarc oP,Pa roem THEIR CORRESPONDING WINDOWS 'i Q 12 24 I I 2 2 3 5 4 4 BArID J015T TO JOIST(END-NAILED) 5-I6d 4-16d PER J015T C TABLE 8301.7 TABLE 8301 S 52 1 1 2 3 3 a s 5 , R.l ALLOWABLE DEFLECTION OF B.4PC7.DIST TD SILL OR TOP PLATE(TOE-NAILPV) 2-Ibd 3-16d PER FOOT STRUCTURAL MEMBER O MINIMUM UNIFORMLY 36 1 2 2 3 3 4 5 b DISTUBUTED LIVE LOADS ROOF SHEATHING ALLOWABLE ON POUNDSi''IR SQUARE FOOT) 12 1 1 2 2 2 3 3 4 5T}y iC PANES 6tl IOd b'ESE/b'FIEISI STRUCTURAL MEMBER DEFLECTION 16 I 1 2 2 3 3 4 4 USE Lppp 20 I I 2 2 3 4 4 5 SABLE EMWALL RAKE 8d IOd 4'BOSS/4'FIFA RAFTERS RAVIN9 E�5�R�THAN Ib 24 I 2 2 3 5 4 5 6 DIA60NAL BOARD SHEATHING 5/12 WITH NO FN15HEP CEILING ATTACHED LAW ATTICS WITH L5117ED STORAGE 20 a2 I 2 2 5 4 5 5 6 TO RAFTERP ATTICS KNOUT STORAGE° 10 32 1 2 2 3 4 5 b T 13 I•x6°Or 1'x8° 2-ed 2-lod PER SUPPORT 36 2 2 3 4 4 6 7 b INTERIOR WAILS AND PARTITION, H/(e0 VECY.5° 40 1°x10"A'WiDE2 3-8d 9-IOd PER SUPPORT FI.00IZq AND PIA57YTRID CELIN65 L/3w 12 I 1 2 2 5 3 4 4 EXTERIOR 8.4L.COWFS 60 16 1 I 2 2 3 4 4 5 CEILING SHEATHING ALL 07HBZ STRUGTLRAL MEMBERS L/240 FIRE ESCAPES 40 Iq2 24 I 2 2 3 4 5 b T GYP`.A1M WALLBOArRD 5d COOLERS 5d GOOLEtS 7'mGE/10°FIELD EXTERIOR WALI9 WITH PLASTER OR 6U'ATmRAIU AID HANDRlUISa 200 7328 2 2 3 4 5 6 1 8 WALL SHEATHING STUCCO FINISH FI/360 6UARDRAIL5 INFILL COMPONENTS 50 36 2 2 3 4 5 T 6 4 EXTERIOR 19ALL5-14M LOAVe WITH PA56E SER VEHICLE GARASE5° 50' 12 1 2 2 3 3 4 g 5 STRUCTURAL PANELS 8tl IOd 6'EDGE/6'FIELDul BRITTLE FINISHES �� ROOMS OTHER THAN 5L EEPIN6 ROOMS 40 I6 1 2 2 3 4 5 5 6 FIBERBOARD PADS -I EXTERIOR WALLS-OND LOADS°WITH SLEEPING ROOMS 30 24 24 2 2 3 4 5 6 1 e Ne bd> - 3'EDGE/b°FIELD FLEXIBLE F(NK**E LA20 STAIRS 40 26 2 2 3 4 5 T .5 - '+° 8d> - 3'EDGE/6°FIELD uu Paeea,o,®rarsero TEF�i1UL ecaewea,ravxsrnre 32 2 2 3 5 6 1 q - 6YP°J)M HW.LBOARD 5d000LBR5 Sd COOLER, T EDGE/10•FIFA l(I 1p16L•s'AN eDC11LM•SPNI M>011r 56 2 3 4 5 6 8 _ _ - unelRwlnvDwL®reagin®rotZ pis onT>sene uwwaQ PARDBONRO 8d Bd 6°1376E/T2•FIE.D ,+O nAmnela,vy rna,rc nwvs oPTre(YI�wMG CHIPGTd4 L>I1816ex I) PIZE5GRIPTIVE LINIT5 ARE BASED ON A5511MPTION5 IN 3R a PweNrme se rvmatswl.>e rwal As7ro�ne tamx�„e 21 TABULATED UPLIFT CONNECTION RC4N111RE4ENTS A5WME A 13UILDMe EXA60NAL BOARD SHEIS 8d Bd (S�MANlFPCTURBU J 1 cvmcvOa LOCATED IN E7 B DIAGONPL BOARD SHFATHIN6 - 31 a FOAAVeffiiM>,gGNRA11�ffii<aORPNH>W®N acP>oAry,y� 5)TABULATED UPLIFT C NNrlTION R5WIREM@ITS A'.FI1FB A ROOF AND 11.51 Ori No, 2-ed 2-I0d PER SUPPORT RNiLgI A'JGITYAB LR PATE COrtRi A>rs OXE aP eIA%aa CEILING ASSEMBLY DEAD LOAD OF q PSF(0.60 x 15 4-'I(»F) eNtdal PA1ai!"TK'lalAl TWD OFA>Z11011 GULL t1Of 0l(®IAO PoR P N >nO,rAPn,a>,,®dxaWe ae,yyly,y gmm+.+mmae aRVAm IF A GELING A`�'7ELY 15 NOT PRESENT OR IF THE CEILING 1'x10"w HIDER 5.8d 5-lOd PER SUPPORT I co+etf ne rorAL lnrD OLIO a,av+a_,m'Pr®u¢o ASSEMBLY 15 NOT 0ONNECTE7 TO THE ROOF ASSB45LY,T14E TABULATED N1Y✓BER dF HAIL5 SHALL BE INCREASED BY I NAIL AT FLOOR SHEATHING r PANELS 53 57 .-A ENO OF 1 ,TRAP.GRA1 TABLE 8309 2(1) EALH 4J MIWTNM ASTM s3 DE 61 STRAP. 5TRUCTUR?J_ F I H I'OR LESS bd lod b'f�/12'FIFA CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GREATER THAN 1' IOd 16d Y'EDGE f 6'FiFLD GROUND WIND 5 05MIC SUBJECTTODAMAGEi-ROM WINTER ICE 311 21.1 AIR UNDERLAY• FLOOD DIAGONAL BOARD 5FBA7}HNe SNOW DESIGN FROST LINE O61GN MEM HAZARDS FRE LOAD SPEED(MPH) CATEGORY WEATHERING DEP>?I TTDRMRE DECAY TEMP REQUIRED INDEX 15fb'a'IS18' 2-8d 3-I0H f SUPPORT 20 W 110 G SEVERE 3 FEET To °yTE/ Su&nMODERATO H REGUKED FEMA 5" IJ THE MECHANICAL SYSTEM SHALL BE INSTALLED Indo ar OVER 5-bd 3-lod PEZ SuPPazT � IN ACCORDANCE WITH CHAPTERS 12-24 OF THE I NNLINS RFSUIREMENTS ARE BASED ON HALL SHEATHIN9 NAILED 6INCHES ON-CA3ITER AT THE PANE EDSE IF WALL e RESIDENTIAL CODE. SHEATHIAS,15 NAILED 3 INCHES ON-CENTER AT THE PANE.®GE TO OBTAIN HIGHER SHEAR GAPAGHYFS,NAILING RELVIRE'ETTr FOR STRUCTURAL MEMBER5 SHALL BE DOUBLED.OR ALTERNATE CONNECTORS,93CH AS SHEAR PLATE, SHALL.BE LEE TO MAINTAIN THE LOAD PATH. $ , 2)THE PLUMBIN6 5Y9TEM SHALL BE INSTALLED 2 WHEN WALL SHEATHING IS OONTTwOUS OVER CONNECTED MID-S t,THE TABULATED MMSER OF NAILS SHALL BE PERMIMEP IN AGGORDANGE WITH CHAPTERS 25-32 OF THE To 3R�pg�ON REDTO I-Ibd NAIL PER POar. 51yTANT TI 6AF>E ROOFING NAILS AND 16 SAFE STAPLES ARE PEAtITTH7.CHECK TBG FOR ADDITIONAL D TABLE 8402 2 RESIDENTIAL CODE. R52J REMETTS MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Dae ltwwaRNwe mimmumsl•EcaFImcOMPRFssrvEsrnENGT7t°tFv9 3)ELECTRICAL EQUIPMENT AND WIRING SHALL BE TYPEORLOCATIOISOF > INSTALLED IN AGGoRDANCE WITH CHAPTERS CONCRETECONSTRUCTIOH vPEATHIDUNGPOTENTUIL 53-42 of DENTIA THE RESIL . 7 CODE- IN ALL FRAMED WALLS,FLOORS AND ROOF/GEILIN65 10j INTERIOR WALL COVERING SHALL BE INSTALLED IN NEGLIGIBLE MODERATE SEVERE GOMPRisme ELEMENTS OF THE 5UIL.DIN6 THERMAL ACCORDANCE WITH SECTION i2702 AND EXTERIOR CONCRETE roTTEAITrCR 2SOO '2500 zso0° 4J EXTERIOR WINDOWS AND GLASS DOORS SHALL BE ENVELOPE.A MOISTURE VAPOR RETARDER SHALL BE WALL COVERING SHALL BE INSTALLED IN AGGORDANGE INSTALLED IN ACCORDANCE WITH SEGTION 86135. INSTALLED ON THE WARM-IN-WINTER 5IDE OF THE WITH SECTION R103. BASEMBNr SLABS AND INTERIOR SLABS ONALL 6L11L. AZIN6 15 TO COMPLY WITH 5EGTION R308. IN5ATION IN AGGORDANGE WITH SECTION R318. D-By.6 GRADE,FXC�r eARASE FLOOR SLABS 25Oo 2.500 2.5oO' 11)ASPHALT SHINGLES SHALL BE INSTALLED IN V.l KAU-S AmER V=ATIC GoNcax�TE�CAL � 2-100 5000° SNOOP 5,IN ACCORDANCE AND EXTERIOR STATTH IRWAY51ON R303.65HALt BE°ALL INTERIORPROVIDED W 8,CLASSIFICATION KAL-L AND IOF NOT 6REA IHR THAN 00 AND ASMOKE- ORDANGE WITH SECTION Rg052. as EXPOSED TO A MEANS TO ILLUMINATE THE STAIRS,INGLUDIN& DEVELOPED INDEX OF NOT 6RFATER THAN 450 IN ACCORDANCE 12)IN ACCORDANCE WITH SECTION 8321,APPROVED_ PORCIIE5,GARPOR751.AT35 AND STEP,VTOSED 2� 3pOOdO 3r °p LANDINGS AND TREADS. WITH SECTION R315 NUhBE"R5 BOR UILADDR SHALL A05EIDNR VI BE To TTI£1'EATHEIj AMID GARAGE FLOOR SLABS 9ae{> scaea°IrawPaaxwx>ul.epa w, 6J IN ACCORDANCE WITH SECTION ReIM-1,AN ATTIC ACCESS qJ INSULATION SHALL HAVE A FL A,_E-'_P.EAD INDEX OF NOT PLAINLY VISIBLE AND LEOBLE FROM THE 5Ti2EET A5 NOTED AAT Pa wT>P� OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT 6REATER THAN 25 AND A 5MOKE-DEVELOPE12 INDEX OF NOT op,ROAD FRONTING THE PROPERTY. 6REATER THAN 450 IN ACCORDANCE WITH SECTION R316. O0� a, ���a rrAr ae sar.m..�m.,uo nwaxeouan ca�naeawr.eE�eanPAv®eaasmN EXCEED 30 S.F.AND HAVE A VERTICAL HEIGHT OF 30° n eata�e RvaLQAne,mwo®TOTAL Am cOxM>e:mrtmwux or cut ao OwT.wrrr lre ma+>ramrtaaelus, OR GREATER.THE ROU&H-FRAMED OPENING SHALL NOT 15J STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE BE LE55 THAN 22"x30°AND SHALL BE LOCATED INA WITH SECTION 83115 AND HANDRAILS SHALL BE HALLWAY OR OTHER READILY ACCESSIBLE LOCATION PRCIADED IN ACCORDANCE WITH SECTION 83115,6. S10°t° N-1 NAILING ION STRAPPING DOWN CONNECTIONS (REQUIRED CH®AN®~OUN /ORY( LL NEW CO SAND//ORNFWADDmONS) (REQUIRED AT 1CORNER DOORJAMRS) REQ ALL NS RCDOANDNEADDITIONS) NOTE: (SEE FLOOR PLANS FOR LOCATIONS) TABLES 3213,32C,3-SA .9 ALL STRAPPING TO BE 11/4°720 SMSE STEEL OR BOARD RIDGE IM TABLE 3.17E dO�L TYPICAL TYPICAL w$ w WMPSOW EQUIVALENT-0520(COILED STRAP) ROOF SECOND FLOOR ATTACHMENT FSER ri, ®12(U 5NT-N-1• SPACING CORNERS ALL COIL STRAPPING TO HAVE MINIH12'BEARING ON WALL STUDS (REQUIRED FOR ALL NEW CONSIRUCRON /p (ALL STRAPPING SHALL Be INSTALLED AS PER MAN1F. - RAFTER AND SECOND FLOOR ADDITIONS) 3'-O.OL 10 MPNU 6' IN. SPECIFICATIONS) 21-61 OL. 120 12°MAX. ALL STRAPPING TO BE SPACED AT 16'Or, IN ALL TABLES REFER TO 2001(NFL M r------- HEN RIDIE®32°OL MAK L_____ WHEN RIDGE 5 STRAPPED z AT RAFTER TO RIDGE CONNECTION oT 01b•OL KifrN No °51MPSON°HDOB-SD53 OR O O f O yg O FOR RIDGE STRAP- -8d COMMON NAILS OR STRAPPM6 15 U5H7- °� °!&n15-,la<Jtb O(L 2-Ibd COMMONNAjLN END OF STRAP TABLE 3.6A 0 61 Of- -40d 13OX NAILS IN CA ,U5�• P+�n� FORGRRI..LENGTH PLAN _�IU ZZ ` FOR ALT.COLLAR TIE- -IOd COMMON NAILS OR ROOF SLOCK/N OF 5TW J f Q -12d BOX RMLS IN END. ABLE 5,6A� RAFTER a ENDNLALL DD U PRO- 5'50 I�O Z NOTE: -----� - 4 END NUTTn�� € 3 1F�j1 COORDINATE W TABLE 34B SHT.N-1 CEILING •' FOR ALL STRAP CONNECTION REQUIREMENT5 JOIST DWEN-E TILL PLATE ON COPP82 IETMI'fE SHIED AT RAFTER TO TOP PLATE s1HPsoN HOOD-SD53 OR H/SILL InlsuLnTION TO STUD CONNECTION M�N• / s/9°DIA ANCIWR - 1-1/4°x20 6A • N Y BOLTS(TYPJ FOR STRAP- (S1£TABLE 340 SHY N-U 5TL STRAP oR AT EACH END OF STRAP 51MP5oN°C5-2o - FIRST FLOOR ATTACHMENT POURED CONCRETE 1. •r ALL STRAPPING,ANCHORS.HOLD DOY4N5,a FOR ALTERNATE- 14-IOd NAILS AT PA.STRAP, ADHESIVES 70 BE INSTALLED A5 PER (REQUIRED AND FIRST FLOOR ADDITIONS) FOUNDATION WALL 'SIN�,AN'MI5 12 As PM MANUFR5 RF015. MANUFACTURES SPECIFICA7101S ® W Irl (TWO STRAPS TOTAL) (MEETS OR EXCEEDS UPLIFT SECTION J REG15 OF TABLE 34) NOTE: Q NOTE: i,j 51MPSON°HDOB-5D53 Q'2 (2-5TY.STRUCTURES)OR IJ USE 5/B'DIA.ANCHOR BOLTS W/PiIWMA4 7' INTO rD FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR -T 51MPSON°'ll�t}y'Ayyf/ 2-1'd COMMON CONCRETE W 51 SQUARE x SAO'WASHERS AND END NUT SETUP. W-I M JOIST TO HEADER CONNECTIONS PROVIDE 51MP5ON• SHOE PL- ((-STY 5TRUCTURES ONLY) NAILS m 61 OL. 2J ANCHOR NOTED t®iEN ARE NOT TO BE USED FOR OR REPLACED f J A9 'L551T21O°ADJUSTABLE HANGER. SU5FLR. FOR FULL OF STUD LENGTH BY HOLD DONEES FOR SHEARWALLS. W RIM JOIST FLOOR ENDWALL 11 9J 12'M/WMR4 FROM�,AONE ANCHOR BOLT 15 To BE ND CATED BETKEEN 6•MINIMUM TO AT STUD TO FLOOR ASSEMBLY ,b15T TO STUD CONNECTION (ONLY APPLICABLE FOR TWO.STORY TOP PL. CONFIGURATIONS) p. - FOR STRAP- (SEE TABLE SAD SHr.N-U °��N, aSPL.�CONG ®F �®� PL.Pa'fE AT EAOH END OF STRAP I6 N ' REQUIRED FOR ALL NEW CONST'RUCITON AND/OR NEW ADDITIONS) 5�S DIA THREADED ROD EMBEDDED 12 V2•INTO •" a TABLE 921 FOR ALTERNATE- 14-1011 NAILS AT EA STRAP, CONCRETE W/51MF50N'Er(HIGH STRENGTH 51MPSON'MTs I6 AS PER HANUFRS RECrrs. - EPDXY ADHESIVW 4 FOR TEMPERATURES(0 DEG TOP PLATE SPLICE TOP PLATE SPLICE MOO STRAPS TOTAL) TO 40 DEG F)115E 5WQ 50N'AT(HIGH 5TRE 45TH (MEETS OR EXCEEDS UPLIFT I-1/4°x20 611 ACRYLIC REQUIREMENTS REQUIREMENTS RM15 OF TABLE 3fi) 5TL STRAP OR ONE STORY SLAB-014-GRAVE ALLOT14ERCASES SNPSON°05-20 FOR SECOND- STRAPPING TO OVERLAP 2' BuIIm. m..um sPum Bu www mullmum sP = F1.R ADDITIONS FIRSY a SECOND FLOOR -1 DP9 M.H(ET3 LgNmm VrJu O,;—vom(Fr.) LENGTH(Fr.l 5TUD5 BY MIN 12° SH0E EL 12•.0^ 3'-01 121.0^ 2'-0° NOTE: SIBFLR 181.0^ 4'-0• 161.0'• 3'-0' ALL CLIPS 4 STRAPS CAN BE MOUNTED RIM JOIST FLOOR 201.0^ 5'-0' 20'•0' 4'-0' FROM EITHER ALL EXTERIOR OR ALL JOIST NOTE, nln',AL EXTERIOR WILL C11115L INTERIOR BUT NOT A COFOINATION OF BOTH. STUDS O WALL To SEE FLOOR PLANS 24•-0^ b'-0' 24'-O^ SILL R. ALIGN W FJ 3/4°5UD FLOOR GLUED 4 NAILED 28•-0^ T-0' 281.W 5'-O• AT STUD TO FLOOR ASSEMBLY BLDCgN6 2x FL- ITS SEE PLANS 32••0^ 61-01 32••O^ bb• W TO SILL PLATE CONNECTION FOR STRAP- (SEE TABLE 346 SHT. INSUL As PER PLANS 361.0'• q'-0' 381.0^ T-0' Q STRAPPIN& 40'-0^ 40'-O^ AT EACH E!D OF STRAP I WAILING AS PER TABLE 348 50,.0^ 13'-0' SO'-O" IOb° 0 EA END OF STRAP s0••O^ I6'-0' 601.0^ 12'-0' u 701.0^ Iqb' 70'•0^ 14'-0' LL) SOFFIT MATERIAL AS PH2 EEVATTON9 I-I/47t2b 611 12' 80'•0^ 22'-0° 80'•0^ Ib'b' 5TL STRAP OR MN. STRAPPING, AT STUD TO FLOOR ASSEMBLY 5IMP50N•05-20TT OP PLAE • ry- NAILING AS PER TABLE 3 413CTO 6 Y"END OF O STRAP OR MT512 CONNECTOR BY 51MP�.ON' TO SILL PLATE CONNECTION U rraxwrev Rlirn terlene reeusr vru>&ro- NAILED AS PER MANI (SLAB ON GRADEAND/ORGARAGEWALLAPPLICATIONS) ALL lOs6L TSH nwre cowearwiv aNm xwna Tea rove Taa GIORI@t spice omens Te 1 W 1-vAero FOR STRAP- (SEE TABLE BAD 5HT.N-1) TYPI xTPRIORI 1 '�T wuu ae rrewe®maeuaro wovme wx ��,\I AT EACH EPH7 OF STRAP .. ,• -• , SEE FLOOR PIANS ' w Wi0'4 1 ]7d Os—o°R@e QeGe A94epU CANTRLEVER DETAIL CPYP) �,�°,T�a..uewrmow o?mw sw.e Fm END VIEW SECTION m NAILING&STRAPPING AT TTYP PROVIDE RAFTERa FLOOR y &/�RpOy� O®F�q,r�.�ppp EXTERIOR WINDOW I DOOR H ADERS NH EI ALIGI•ED OR PLY LENGTH g DIAPHRAGM 1®IfTfG6r�Y�G (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) RAFTS AND KIN5 STUS BEARING a� TO PLATES (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE �y F� RATIO LIMITS-HIL 13 IM SECTION3.3S&3SS II TO'CRIP LE' RAFTER Ocie RevL-,lanll®s i i I NAILING SCHEDULE'S':(2001 W.F.c.m3 ro•GZIIRPLE• IRLT'WOOD NOT s41oNNNN I I ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS CONFECTION H2A OR FOR CLARITY RIDGE NOTATION EWA LOR OR AP SOLID BLOOKINa ROOOH A B C D � SEAMS 13LOC.KIN6 2 BAY5— TYR STRAPPING WALL SIEAT14IY49 TO BE BACK O 48'oc. --a{{ DOUBLE 2.MIN 2'-O^ N 2x4 1 1 1 NAILING AS PER RAILED AS FE2 TABLE 31 I ATTIC 3 1 i FOR HEADER OR BEAM TABLE 5 413 AT EA END OF STRAP OmHn sY'G 1 3 Y2°ROD REQUIRED 4'O" N 2x4 2 2 2 SHL'N-112001 WFLM a FOR 5TU5 j 1 THREADED ROD 6`0' (2)2x4 OR 01 2x6 3 3 3 C g•.p^ PLYWOOD SHEATHING (2)294 OR 0)2xb 3 4 4 FON)MBER OF R ✓✓✓••. 60 COMMON NAILS®6' 11 1010^ (2)2xb 4 5 5 JACK STUDS OL EDGE 4 FIEND PTej�t® A TO FLOOR PLANS 1 aro^ (2)2x6 5 6 1 6 B HOLD CONN SEE FIRST!"FL C' -�)fT NMAT ' DETAILS THIS 5FaEETMIN EDGE DISTANCE A.N MBETR OF SILL 5TUD5 ON THE FLAT(DOES NOT AS NOTEDA5 PER MANUF. AFFLY TO DOORS) OF FULL FEIGHT KING STW5 AT EACH 51DE NAILNG 115 PERMOM.of HEADER TABLE 3AB SHr.N-II SHEATHING AS PART OF GIEARWP J-SEGMENT NBERE NOTED ON FLOOR PLAN,C.NIA OF I6D NAILS END-tWLED THROUGH n AT EA END OF STRAP SHALL BE CONTM)Q5 FROM SILL To TOP PLATE OR ADEWATELY CLOCK®AT XINT5. MIN END DISTANCE ADJAC5NT KING STUD TO END OF HEADEIZ AT EACH r 2.HOLD DON@5 REWIRED AT ALL CORNERS of STMUCTURE SEE DETAILS THIS SHMET. eNeetl C C1tl1. AS PER MAH-F. SIDE 3 REFER TO NAILING AND STRAPPING DETAILS THIS SST TO FOR A COMiNL0U5 LOAD NANEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE NOTE: PATH THE GABLE ENDWALL OR POCH A HIP ROOF SYSTEM 15 LSEO. 4� i p y�� ,�^. g pypgq ��1 ■g D.N,.1 OF 16D NAILS END-NAILED THROUGH ALL 5TRAPPIN6 TO BE 1 1/4720 GAUGE RW ■ E DETAIL CrYP ADDITIONAL ROOF DIAPHRASM BLOCKING 15 NOT REONRED HOLLOW COLUMN DETAIL ADJACENT JACK STUDS TO)STUD OF VPS)AT EACH ST®_'OR 51MPSON'EGUMALENT SHEARWALL BAL.6.�G�.DIG 7 AiY..\e U� 51DE(O0E5 NOT APPLY TO DOORS) 6920(COILED STRAP) L NOTES - i DRAWING - i - GEERA , C0 o, �. � P� , ___ ____________ . ; � 30 . 11 WOODS AND PLA 1051 6LA%. WINDONS AND DOORS% STAIRSe 1 A3 1 .a. -_`:: p 6BIERAL GOWITIONSI i. PROVIDE ROlh�3H LUMBER AND PLYWOOD IN STANDARD DIN'EN1510tN5. 1. ALL WINDOWS SPECIFIED IN SCNEXULE iRE TO HAVE LOW-E IfI�ATIN6 CLAS WITH I. ALL STAIRS SHALL HE MANUFACTURED IS NOTED ON THE CONSTRUCTION DXA*4ENNM , •�j �2 . � 1. THE CONTRACTOR SHALL CARRY WORKERS COMPENSATION AND 6M�AL MOISTURE CONTENT 5HIOlA_D NOT BE MORE THAN 1DSK THERMALLY BROIaN FRAFE SYSTBK UNIEg6 OTHERWISE SPECIFIED,NTH FIEIEI;U AeB - � � T- TITLE SHEET LIABILITY INSURANCE OR A5 RE,OtJIR1�BY LOCAL JURISDIGTIONL A5 INDICATED. BINJ6% 2. ALL MATERIALS,A56Er'BLIES, AND METHODS OF GONSTRLICTION INCLUDING Z. PROVIDE ALL NEGE55ARY ROU6H HARDWARE IN SIZES AND QUANTITIES � �eS,�,ONTRACTOR SFW!NOT INSTALL GLA%UNTIL PROPER GLFARANC.ES iM P� I. CONTRACTOR SHALL INSTALL GOMPLJ='!1=DOMESTIC hMT�SUPPLY AND 5ANTARY NAILING �, \' �d '� s � B r NOT LIMITED TO FORM-WORK. BLOCK,FRAMING,NAILING,PLACING OF REGUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. PROVIDED. SYSTEM A5 INDiCATED. �-1 CODE TABLES & i �!A I L I i �9 CONCRETI= ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR S. USE FINISH OR CA51N6 NAILS FOR EXP05W WORI4 USE TYPE 'S TRIM HEAD 3. ALL 5LIDING CLASS DOORS AND WINDOW MLA 5b WITH A SILL LJ'S5 THAN W ABOve 2. PROVIDE NOT AID GOLD SHUT:-OFF VALVES AT ALL FlxruREs. G SCHEDULE 5GREW5 FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FINISHED FLOOR%AND/OR A5 REQUIRED BY CODE,SHALL BE INSULATED TEWER® TD � SURE THAT THEY ARE IN AGC,ORDANGE WITH THE DRAWINGS, 3. WASTE PIPING TO HAVE CILNIOUT5 AT ALL CHAISES OF DIRECTION AND AT 1Dd151:GY• 5P'EGtFIC.AT10N5,APPLIGABi.E CODES AND 600!7 PRAGTIGL'_. FIJRTtlN16. SAFETY OLASS�4 ALL CLASS DOORS AND NND014ra 5MMl BE INSTALLS IN STRICT AGGORDANt:L'-WITH VERTIGJ1l.YiA6TE5. 3. ALL WIOitK SHALL COMPLY WITH STATE AND LOCAL GORES AND 4. INSTALL LAMINATES ONLY WHEN R£CEIVIN6 SURFACES ARE INA 4. PROVIDE 4 CAST IRON PMN&THROUGH FOUNDATION WALL PITCHED MIN.V4 FM FOOT. R ORDINANCES.HO C S SATISFACTORY CONDITION FOR INSTALLATION. THE MANUFACTURER5 SPECIFIGATIONS6 5. TRAPAWAGTE SIZES FOR FIXTURES SHALL BE A5 FOLLOY6a STRAPPING P I i�G & M I S C. DETAILS z W ~ 4 4. ALL WORD SHALL i?JE PERFORM IN ACGORDANGE WITH FOOD BUlLDI1N6 5. USE ADHESIVES RECON BY THE MANUFACTURER FOR THE 5. ALL WINDOWS ARE TO BE CAALKM AND SEALED AS PER KYS.ENE RSY co1�RVATIOM DI5NWA5FER �' PRAGTIC.ES. PARTICULAR APPLICATION, INSTALL IN AGGORDANCE WITH MANUFACTURERS 6, PROVIDE FLASHING PANS UNDER ALL UJDERS,DOORS AND WINDOWS WITHIN b'OF AN CODE RBWRE:t-� KITCHEN 51N4C 2' . il 5. THE PRt'1-115E5 SHALL BE KEPT C LEM AT ALL TiNN�. EACH DAY UPON MOST CURRENT PRINT® APPLICATION INSTRUCTIONS. EXTERIOR SURFACE LAVATORY I' I.� .. . � 5HiOH4:T2 2d O V N � �..COMPLETION OF WORK,THE GONiRACTOR 5H/u_L REMOVE ALL WA5TE b. PROTECT FROM DAMAGE BY OTHER TRADE-5 WORKING ADJACENT TO THE 7. ALL EXTERIOR DOORS ARE To BE FILLY WEATHER STRIPPED. PROVIDE ALL HARDWARE TOILET 3'OR AS PER RISER.DIA6RAM-REFER TO RISER.DRAM Af � 91pt-1 �Vr/kl L955o J a x z u 'Q MATERIALS. TOOLS, RUBBISH.ETC..GLEAN ALL OLA65 AND LEAVE WORK INSTALLATION, AND REPLACE DAMASEID SURFACES. AS REGIUIRED. 1 Q 'Q 111 LU LU I.- 6. ALL DIMENSIONS AND CONDITIONSAARE TO BE FIELD RCHITECT Of- NY D�15GF�PANGIES (N 8. FILL IN ALL SPAM' WI�THIrM/W1FiAND �iGTUR�S APPROPRIATE COLOR SEAM TON. ?. �R� �4'DW4 ifs WNBtF THEY PENETRATE THE ROOF. -- roll!�� d) U 1- 111 UNLESS OTHERWISE SPECIFIED. '1. REMOVE EXCESS ADME551VE AND GLEAN SURFACE5 U51NS MANUFACTURER'S 6. ALL EI-ASS 15 TO I`�OF SCRATCHES IMPERFI:G 6. ALL VENTS TO THE MANUFACTURER FOR A PERIOD OF NO t F55 THAN I YEAR FROM DATE OF FINAL TO HAVE ONE 4.OR TWO D'MAIN VETT STACK INCREASED To 4'TNROlkrsl I � ro��7/m(:�q a� -. floo 43 N J � T CONTRACTOR SHALLq, WINDOWS AT AT NUABITABLE 5PAAGr3 SHALL MEET EGRESS REC;IIARBLENTS A5 STATED IN THEVO,N } WRITING BEFORE PROGEEDIN& PATH THE WORK AFFECTED BY SAML N.YS.CONNSTRUCiTION RULES AND RE&AATiONS SECTION•T14J obdc- �. THE WATER SUPPLY AND 5FEALTH DISPOSAL 51f5T@1 SHALL GON7PLY TO THE APF'LK.ABLE Q LUV W Z . 7. DRA�IINSS NOT To BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TACE 4. ENSURE THAT ANY AND ALL WOOD AND PLASTIC. US® COMPLY WITH ALL lo. WINDOWS IN BUIIDINIGS LOCATE IN RIND BOURNE'DEBRIS Rb61aN9 A20FIPHi NN7 ROME DB'/ARTM1t3�T OF WEALTH STANDARDS AND RE LATION5. d) >- 14 W I_ PS T. MUNICIPALITY REGUIREM@IT5 FOR FLAMMABILITY AND .SMOKE DEVELOPED OR WITHIN I MILE OF TF!OCeAK DAY OR SOUND SHALL HAVE GLAZED OPENIN95 AVTHORq. APPROVAL OF ALL TO CA3N MST Be OBTAINED FROM APPROPRIATE'I.OGN. .. �,A.� 8. LARFE SCALE DETAILS ARE INTEDED TO CL INFORMATION AND RATINGS. PROTECTED FROM WIND BOURNE PEOM OR THE BUL OINI9 SHALL.BE DE516NtD AS TIS PRIOR TO�. 3 / Q� FW I T ' ".D }- f- THEREFORE SHOULD-BE EXAMINED THOROUGHL.Y PRIOR TO PROCEfDIN6 WITH 10. REVIEW THE TENANT CRITERIA IN RE&ARO TO USING WOODS AND PLASTICS PARTIALLY ENCLOSED MAI.DIN6 IN AGGOROAN CE WITH THE!ReslDernAL GODS OP NEW 10. PRIOR TO ORDEWN9,GONTRAGTOR SHALL SUPPLY GUTS OF FIXTURES FOR OWPIeZ�S / J J 4 THE WORK A'3 THEY TAKE PREC MOU OVER SMALLER SCALE ORAWIN&S AND INSTALL NO SUCH MATERIALS WHEN DEEIAM UNaAC.GEPTABLE BY THE YORK STATE 6LJAZL`OPENNS,PROTECTION FOR WIND BOURNE DEBRIS SHALL PST TFL! APPROVAL. -o-. REWARD-1ERM OF THE LAPSE MISSILE TEST OF ASTM EM6 t A6TM E~EXCEPTION, 11. CONTRACTOR LHALL NOT GUT JOISTS,STUDS,OR OTF♦B2 STRUCTURAL MB- 325 WITHOUT *WOAII 4. LAADL.ORD/OWNER. IF THEA PLAf�LS AND .,PEGIFIGATIONS GALL FOR ANY THE APPIvO/AL OF THE ARGHHTEGT.10. OSHA REALES AND REGULATIONS FOR SAFETY SHALL. BE IN EFFECT AT ALL SUGFM MATERIALS TO BE IN15TAd.LED tN A SITUATION NOT APPROVED Bt' THE WOOD STRUCTURAL.PANELS WITH A MINIMUM TH1Gg4r56 OP IA6'(IlJmel)AND A MAXIMUM 12 �C.OPPER SHALL B(=TYPE'K•GOPQ82It\ .. .. TIMES DURING THE COURSE OF THE PROJECT. LANDLORD/OWNER,CONTACT THE ARCHITECT IMMEDIATELY. SPAN OF D'f243Emn1 SHALL Be PERMITTED FOR OP13IldG PROTECTION ON OPE AND TWO 13. ALL.SOLDERS USED ON PROJECT SHALL BE CVZnFIEV TO BE LEAD-FREE. II. ALL WORK SHALL BE PERFORA�D IN SUCH A MANNER A5 TO HAVE SAID 5EALANT AND CAULKING STORY AvCH MEET' PR PROVIDED A ACTS�L BE PROVIDED IN WITH 14 PROVIDE FULL y�ETAL STRAP' AND HANF.�ERS To ENSURE PROF'!�L tFISTALLI►TION OF ALL WORK BE FREE OF DEFECTS. WRAP. - 1. PROVIDE NON->� SEALAM GOP'i'LYIN6 WITH iREQJIR�IENTS OF Fi=DBRA_ ,ACCORDANCE WITH TABLE R'l02.2J.2 OR SHALL BE DE5t9NN�D TO RESIST THE �F, WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THIClQE56 TO SATISFY THE 12. GONTRAGTORS SHALL REVIEW ALL SHOP PRAAKNN66 PROVIDED BY SUB SPECIFICATIONS TTS-1543 OR F5 TT-5-250 TYPE '11•,GLASS 'A'. PROVIDE C40HPoNENTS AND CLADVING LOADS DETERMINED IN ACCORDANCE NTH THE PROVISIONS EN64NEMNS REWIR�rS FOR HEAT FLOK VAPOR FLOWI AND WEATHER-pROOFING IN CONTRACTOR FOR COMPLIANCE TO THE CONSTRUCTION DOCUMENTS AND A CU5TICAL SEALANT WH1CH SHALL BE NON-HARDENING,NON-DRYING OF THE!BALDING C40E OF NEN YORK STATE. ACCORDANCE NTH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL COVETS THEN 5LIBMIT SAID APPROVED DRAWYN6S TO TIFF ARLMITECT FOR SYNTHETIC SEALINL6 COMPOUND WITH MINIMUM i1 % SOLIDS.USE AT CARPENTRY t LUMBER% HAVING.JUIZWC,TM 14 APPROVAL ALL INTERIOR JOINTS AT IW.=-R SECTIONS BETWEEN PLANES AROUND DOOR L- Ail,LLJM ER,AND CONNBGTIO N9 SHALL BE IN ACCORDANCE WITH RESIDENTIAL.CODE OP GTRIGAL, 13. NO TIMIONS SHALL BE MADE EITHER DURING BIDDING OR AND hJNDOW FRAMES PRIMER SNAIL. BE MADE OR BY NEW YORK STATE AND ALL LOCA.CARES HAAVINIG.LRISDIGTION AND NTH THE NATIONAL �� CONSTRUCTION WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT ALL I. ALL WORK SHALL GOMPL.Y NTH THE NATIONAL ELECTRICAL CODE AND ALL STATE, " _ SEALANT MANiJFAGTURBR FO!Ci THE SPECIFIC CONDITIONS AND 5UB5TRATES. DESIGN SPECIFICATIONS FOR STRESS GRADE LUN'BER AND ITS FASTENN65. LOADER IS �,OC,L_,AND UTILITY COMPANY G0DE5 AND RS6ULATION5� � INFORMATION NECESSARY TO EVALUATE SAID PROP UCT OR SYSTEM 2, pRpylrJE BA .LCINL6 MAT)3RIAL B Y DOM 'ETHAFOAM'OR APPROVED&DUAL. TO BE FURNISHED AND INSTALLED WITH ALL FA5TE ERA ANGHIORS,BLa+GKIN6.MOONS, ® lu N CO co 2. CONVENIIENCE OUTLETS SHALL BE LOCATED LZ A5ove FINISHED FLOOR UNLESS A.6AN5T THAT SPECIFIED PRIOR TO INGIIJDING+ 'E IN EITHER THE BILL OR SADDLES,HAN6�,ETC.REWIRED TO COMPLETE SUPPLIED T .JOB. N1. ENED BOLTS in ,4 (a (4 1- • APPLY SEALANT OVER BAGk.,F16 TO UNIFORM THICKNESS IN GON'TINU�OU�' �GTiN6 WOOD NEI�RS SHALL BE SONNEI®WITH,AND TI6HiTENBD A6�iVFl5T 5TL�. ���`-'E I��`T®. Al.l.SWITCHES TO BE LCY.ATL3D 4� ABOVE FINISHED FLOOR 1':ar'L •� WORK • BEADS FILLING ALL JOINTS AND V0105 SOLD. 5UPI=RFIGIAL POINTING NTH y OR PLJhTES JOIST HANF>E�ATD GOIREGTORS APD FHARDWARE Mt�iT BE UNLESS ISE INDICATED A6 PER RENVEI NL CODE OF NEW YORK 5TATE - � r 01 01 14. ALL DRAWIN&S PROVIDED FOR TENS PROJECT BY THE ARCHITECT SHALL BE THE SKIM BEAD WILL NOT BE ACCEPTED. 3. SUPPLY LAMPS IN ALL PD(TU RES. -M -4 � I C�1 INSTALL®IN ACCORDANCE WITH BUILDING CARE MERM AND AS PER RETURN UPON COMPLETION OF THE WORK. 3. ALL 517R>=AGES SHALL BE ADT�QLIATELY CLEANED AND PREPARED IN MANUFACTURERS SPFLIFIGATIONiS, WERE FASTENERS/ NOT 5P5GIFIGALLY INDIGATL� 4. INSTALL EXHAUST FANS IN BATHS AW PONDER ROd?L�a DUCT ALL FANS TO THE EXTERIOR *- It 15. BIDS THAT ARE NOT SIJBHTTED IN THE SP'EUFI® BID FORMIAT SHALL NOT ACCORDANCE WITH MANUFACTURERS WRITTEN! INSTRUCTIONS PRIOR TO OR SPECIFIED.THEY SHALL 19E FURNISHED IN ADEGUAATe NUMBER AND SIZE AND SHALL S. INSTALL BARD WIRED SMIOHCE DETECTORS TNIROIbF.M-OUT A5 INDICATED AND A5 PER � }. �, 'b t BE�-I�• INSTALLATION. C01-tPLY NTH THE NNALING SCHEPAV ACCOMPANYIW TE5E RE DENTAL CODE OF NEW YOWC STATE AND AT Top or STAIR. PROVIDE HEAT ,M a Z N A 517E WORK 4. KITC.FEN EG><11Ph�NlT GONTRAGTOR 5H1ALL PROVIDE AND GALUUC AROUND ALL SPECIFICATIONS. �TECTOR AND CARBON MONOXIDE DETECTOR NEAR BOILER. I. STAKEOUT t5 TO 8E PERFORMED BY A LI.B�SEfl SURVEYOR STAKING AND EGl AR-1E NT TO CREAAT;. A GLEAN!„TI6HT AND WATERPROOF SEAL 2 ACI.FHRAMINS.LUMBER FL,00R J0H5T5,HEADERS WOOD POSTS,B1 OGKiNG ANO ALL ROOF d• PLACE G.F.I.o MOISTURE E ALL PRESENT BATHROOMS,6A S PER AND ENTLAC AND ANY EN ER YO ■ k(l? RAPiL�RS,INTERIOR AND EXTERIOR WALL STUDS SHALL BE DOISLAS FIR LARCH 0I 5�E Y4HFJRE N401571URE IS P�1T AND A5 PER RESlpR1T1AL GODS OF NI3•l YORK LA i ■ � T ..a M ('11 LAYOUT ARE TO ESTABLISH ALL LINES AND AND VERIFY ALL TRADE WITH AN Fb- 1000 P.SJ.AND AN E-1.700000 UNLESS OTHERWISE INDICATED AS T SEPARATE GIRa MTS SHALL BE PROVIDED FOR APPLIANCES A5 RC�GLAftw. N" J &NEN DATA ON ORAWIN6 IN CASE OF D15GREPANGY, RECEIVE 6YF'SW WALL BOARD: SHOWN ON ACGON-PANYINS 57FIZVJRA.GALCALATIONS. 8, PROVIDE EXTERIOR WEATHERPROOF OUTLETS As INDICATED ON PLAN. lU } CLAtIFI.ATION FROM ARLFNTECT PRIOR TO PROCEEDING. 1. PROVIDE GYPSUM WALL PANELS MANJFAGTURI3D IN AGGOiRDANGE WITH 3 ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE M COX GRADE, q, THE CEtNTEIR OF THE ELECTRICAL AND CLC*- ATION RECEPTA.CL.E ounEm SHALL Be •• 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINLTSS,STOCKPILE REGAAREMENT'5 OF A5TM 336. WITH EXTERIOR 6LM AND SHALL MEET THE REGUREMEHTS OF THE LATEST EDITION OF . }- •i x THE U5,PRODUCT STANDARD P5-i,AND SHALL BE IDENTIFIED NTH THE APPROPRIATE INSTALLED NOT LESS THAN 15 ABOVE THE FLOOR 51 HiOTRKING PLATFORM. THE EID By TOPSOIL OBTAIN FROM STRIPPING BUIL.DIN S,SITE AND STOCKPILE ALL 2. PROVIDE METAL EDGE AND CORNER,BEADS AT ENDS,ED6E5 AND CORNERS. ORP of THE!oPeRATtNG HANDLE of CONTROLS OR SWrrrCHES INTENDED TO Be u5®BY � (� GRADE TRADEMARK OF THE AMERICAN PLYWOOD A560GIATIONL SL8-Fl.00R PLYWIOiOD EXCAVATED MATERIAL AT THE SITE. 3, WATER RESISTANT GYPSUM WAIL. BOARD SHALL Be 1/2 THICK TAPERED To BE 3/4•THICK AND ALL WALL PLYWOOD TO BE I/2'THICK. ALL ROOF PLYWOOD TO THE OC.C.IJP'ANT.OF THE ROOM OR AREA TO CONTROL LI6H11N6 AND RECEPTACLE 19 0 W � 3. NEW AND EXISTING SILL MATERIAL AND TOP501L ARE TO BE FREE OF AND ROUNDED ®6M, AND SHALL BE INSTALLED IN NET AREAS AS Be W4•THICK NO OSA TO BE U51JD WTHOUT WRITTEN PERMISSION PROM THE QTS.M'PLIANCLS OR COOKING,HFATNG AND VE NTILA71NO EQ11PM E Nr SHALL NOT YEEiDS. TRIS ROOTS,ROCKS AND DEBRIS. INDICATED ON ORAWIN65.USE 1/20 CB-ENTITIOUS BACKER 130 URD(MIND ARGNMTEGT. of:MORE THAN 49•ABOVE THE FLOOR. 4. ALL SURPLUS MATERIAL THAT 15 UN1�WTABLE FOR BACK FILL MATERIAL BEHIND ANY TILL: INSTALLATIONS. 4. ALL WOOD FIOST56 tRCSTING ON TOP OF CONCRETE HAUS SHALL HAVE CLIP ANOLE M ."HANIGAL% SHALL BE REMOVED FROM THE SITE. 4. PROVIDE FASTENERS IN AC ,-*VANCE WITH A571H 6646 UNLESS OTHERWI5E ANC.HORA6E TO CONCRETE BASE ALL P057S RFSTIN9 ON TOP OF STffi.BEAM SHALL I. ALL WORK SHALL COMPLY KITH THE BUILDING COX OF NEW YORK AMD OTHER 5. PROTECT ALL TREES WITHIN 25-OF THE BUILDING AND THOSE AS INDICATED NOTED OR INDICATED. PRO`.^.DE TYPE 'S' BUGLE HEAD SCREWS FOR HAVE CAJP AMBLES KINS BOLTED TILL P05T MMED TO SOLD THE FLANSES Hs OF THE 5Ti�BEAR PROvWE .?OPL-IGAME NATIONAL AND STATE CODES,INC, UDIN9 THE INTERNATIONAL M ECH ANIGAL . TO REMAIN WITHIN 50 OF CONSTRUCTION AREA - PROVIDE PROTECTIVE ATTA01*1BQT OF HALL BOARD TO METAL FRAMING AND TYPE "5 PAN HEAD SOUs, WOOD STRUCTURAL DER ALL IN CONTACT NTH MASONRY GONCIZErE CD2 EXPOSED ro CODE,ASHRAE STANDARD, INTERNATiONAL BUILD.NG CODE,THE INTERNATIONAL FUEL CAS CONSTRLICTiON FENCING AT THE DRIPLINE OF ALL TR=5 TO REMAIN. SCREW5 FOR ATTAGH�NT OF FRAMIN5 TO DOOR FRMS CODE,OSHA,NFPA,A&4-,ARM,5MAGPIAs AND A50L4E/EPAAJL.STANDARDS. ALL WORK t b. PROPER APPROVAL MUST 8E OBTAIN®BEFORE COVERING(BACK FILLING) 5. PROVIDE ALL INGDENTAL AN q Aczz5 ORY MATERIALS,TOOLS,EQUIPM�IT THE ELEMENTS M05T BE PRESSURE TREATED. RunNnON AND PENETRATIONS IN SHALL ALSO COMPLY NTH Nl APPLICABLE LOCAL CODES,LA,6 FWAATIONl5,AND - j -- -i 1 ANY EXCAVATED WORK. AND METHODS REGIUIRt_D FOR SATISFACTORY COMPLETION OF GYPSUM AGC.ORDANGE WITH THE AWA STANDARDS GI AND C.2 FOR WATER t90RJE PL 1/ATIVE ,RDINANCES. ' . 7REA`DL' . Z. MHE 44A1NICAL 5UBGON'TRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT L.AYOUT5A rlok t mAlm 7. ALO sAd,,K FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE WALL BOARD C.ONSTRUCTICDA► INCLUDING ACCESS DOORS AND PANNELS� b. FASTENERS AND HAN ER%ETC.TO BE'SIMxSON'OR APPROVED EaUAL M SIZE AND CONDENSER LOCATION,MACT SIZES ETC. TO ARCHITECT PRIOR TO INSTALLATION. -` "''" -,- , - I - ,-,- ~•- '-••-~ --'-- -- _- -- -- --.- INSTALLATION OF THE FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT b. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD CAUSES AS RMARED AND INSTALLED A5 PER MANUFACTURER'S SPEGFICAT'IONS. MECHANICAL CONTRACTOR TO REVIEW STRJUGTURN_SHOP DRAANN&S AND NOTIFY THE +97.75 �� �� PROPER BRACING OF WAL.LS6 PLO K&CCHINES TO RIDE WITHIN 10'OF ABIM,,N6 ADJACENT GONSTRxTION, INCL.LIDIN6 AROUND FRAMED OPENIN65 ARCHITECT OF ANY M CHA ICAL AND STRUCTURAL.PMWH INTENT CONFLICTS PRIOR TO - ," I I ♦57:63 FOLmATION WALLS AFTER BACK FILLING 15 GOMPLE TE. AND OTHER PROThV5tO15 TwOU6Hi WALL BOARD WHERE SEALANT 15 1. PROVIDE APFTROVED WMOOD BRID6iws AT WOOD GELIN6 JOISTS e'-'04.N AXIM4 �y�� _ _ ST" - I__ 8. ALL BEARING SOIL IS A55UMC TO BE OF A SANDY WELL DRAINING MIX WITH EXPOSED. PROVIDE POLYSUI FIDE SEALANT WfJRE UNEXPOSED. PROVIDE SPACINS. secam sarroM of BRJDO N6 AFTER SISF LOOR RAS BffN NAILED. N o METAL S. � ��L BE DONE IN A NEAT AND EFFICIENT'MANNER AND 5o A5 To NOT JTTroo"E ..-t 7.07 Hxfe ap pA GR066 BRID&NO,SHALL Be USED. pq NEIDLE35l.Y DAMMFE ANY PORTION OF WORK PERFORMED BY OTHERS. canlc A MINIMUM 501E BEARING CAPACITY OF I TON/SQFT. NOTIFY ARCHITECT IF APPLYTIG SEALANT. D. ALL CIAZPENTRY MATERIALS TD BE INISTALLED A5 PER MANUFACTURERS I44 NPr"1°1lb0"W il�S.Ib' SOIL GONDITiONS VARY FROM THOSE ASSUMED' HERE PRIOR TO 7. APPLY PRE-FILL GOPUPOUPID TO JOINTS IN ACCORDANCE WITH INDUSTRY RECAM-ENDATIOI.S AW SPECIFICATIONS. 73-__ INSTALLATION OR OF THE WORK. STAACARDS. APPLY U-BEDVIN6 COM I-0" REINFORCING TAPE CENTERED 4. AL EXTB MOR YA,S TO BE 2'x4.OR 3'x68 a 168 OL.DOUSLA5 FIR LARCH sl GRADE ��j'iON FR312 6UARD5 4. SITE TO REMAIN FRJ� OF AGC IMA.ATE D DEBRIS. A DESIHr''PATED PARKIN& OVER JOINT:APPLY SKIM GGAT. AFT1 R TAPING AND EM5MOIN9C, MPOUND WITH AN EsVOO OO WITH V2*CVX PLYWOOD COVERED VTI+TYVEK FELT OR OTHER � "�7 AREA FOR WORK VEHICLES AND UN..OADIN6 AREA SHALL BE SET IJP 50 A5 IS DRY, APPLY SEGOt4D GOAT FILLING AID TAPER FLUSH WITH SURFACE; APPROVED EGG UAL. ALL WOOD STUD BEARING HALLS AND PARTITIONS SUPPORTiN9 I�:'2J fua�ci+s. Porches,balcoNes,ramps or robed floor sHx-faces located more / TO MINIMIZE E45TURSANCoE TO THIS 54TE OR ADJACENT NEIGH OORINN6 SITES. FIRE TAPE PENETRATIONS AT DEMISING HALLS,CORRIDOR ENVELOPE AND WOOD TRUSSES OR JOISTS TO BE CCNSTRUGT®SO THAT A 57W IS,LOCATED Ar THE than 30 Inches 062 �above the floor or grade below shall have gads not +57A ID. ALL MATERIALS STORED ON SITE SHALL 19E ELEVATED FROM GRADE 5O A6 - OTHER RATED A56EN'Bl_IES. BEARING POINT OF EACH WOOD Ila"OR JOIST.UNLESS NOTED OTHERWISE. Las's than 36 Rxhes (414 mm) h helot.Open sties of stars with a total rise of \ � RR TO ELIMINATE CONTACT WITH WATt3t AND TO BE PROT6GT® WITH TARPS. 8' ANY 10TER SURF DE FINAL IAC.E 15+LEMIIaUN,AND REIIDYNISH THAT 15 SMOoTK WITa�OUTTO REGEIVE PI SMOOTH BUMI-5.BOWS ORD �- BE. POW STUD HALLS OR PADEOIAT9.Y BRACED ATARTITIONS EXCZEDINS �NT�VN S EIN9 6 ire"IN MONT SMALL KAYE HORIZONTAL ttxan 30 fnchee hb2 mrJ cHbove t11e floes or Bade below shall have guards CONCRETE AND FOUtJDATION� FINISH TYPICAL,UAN.ON h'LANS. THE V2 POINT VERTICALLY IN AN APPROVED MA)NNHZ. tai„ la"� � �s (�4 mrrt) in height me,�surad vertically from the nosing of r II. PROVIDE FIRE STOPPING AT THE!HALF POiNT AT ALL WALLS,PARTTTIONI5,FIREPLACES, %tIt 1. ALL WORK To Be PERFORi-FD IN WITH THE LATEST AINTIN6 AND 5TAIMKC.,, CHIMNEY`S.BETWEEN FLOORS,FLOORS AND CEIUNf75,AND ALL OTHER C 14C,EL.ED r 1 Ip STANDAI�D5 FOR PLAICE-ENT OF GOMGRETE A SET I3Y AL.I. P SPA:,E_S. MAKE ALL JOINTS 5MotCE T16Hr Arg PER RE50ENtTIAL CODE OF NEW YORK Por�,h&,) and decks w1dch are enclosed with Insect screening shall be equipped ` ' C ,yam, H . PROVIDE PAINT FIN51 FC•v =!LOINS AND OTHER SURFACES A5 t�.. 67.1 Imo_ 2. ALL. OR MA50NR'Y WORK SHALL BE DOPE DURING TEMPERATURES I' SC.HHEDsJ1.ED ON DRAWINH65 Gt:A5 SPECIFIED HERE-IN-AFTER,NO PAINT FINISH STATE RC-W REHfNTS. r,, r rwrds where the wal�g surface Is braced more than 30 Inches (`62 mn� mo'.w R 9 _ OF MINIMUM 2D DEGREES F. AND R.ISINS. Ove the floor or +Ede below. - �„r j 12. MAXIM M R15M HEIGHT OF A"STAIRS SHALL BeBE 1-3/4 AND MINV, U TREAD SHALL Be Q ��,_ '= 15 REriNRPD ON, ITEMS HAVi':5 COMPLETE FACTORY FINISH,EXGPPT A5 4-1/2•PLIJlSa 1-V8•N1051N6,ALL IN ACC.ORDANCUI'WITH R£°51DBiTIAL GODe OF N3^l YORK gr two _� '�. No CONCRETE SHALL BE PLACED ON FROZEN S�URFAGES. -� :,�.-r rreA,�E ; MAY PE SPE�GIFI® HE2EiWZ-:�PUTTY AND/OR 5F_Al_AW AT ALUMINUM STATE OR AS SHOWN ON DRAWINGS. STAIR WIDTH I HABITABLE SPACES AT � (q ::i1" v ..:,a 9.:AMA A. 0 � t» 4. NO ADOITiVES SHALL BE ALLOWED WITH WRITTEN PERMISSION OF THE �U�•t:i2 t511ard opening Itlnttaticsrls. Required Trds on open SINES of stairways, D, - i'�`�c 0 U ARCHITECT. HNINDCASI NONI�RCUS MST• JNNL.E55 SPECIFICALLY MENTIONED IN THE DIFT'EREIC FLOOR LEVELS,SMALL BE NOT I THAN V BETWEEN HANDRAILS OR xr,ycH fes. meas:LaalcrmG�s and thea :!I have lntermedfate rails or v 'i I S. ALL CONCRETE 15 TO Be MINMN P1 3000 PSI. FOR WALLS AND FOOTINL65 PAINTI J6 SCHEDULE;5TAlNML: '%�STEL;INTERIOR OR EXTERIOR OF EXISTING BFir 1 HANDRAIL AND A WELL. STAIR9 TO A BA,B-EM OR G®.LAi SHALL BE NOT ''' ''" Por p-._ a��♦ r&r. ; �� ? (�? ' AT 28 DAYS UNLESS THBRYi15Ls SPECIFIED ON PLANS. BULDINJ6,EXCEPT WHERE As 3?ATIONS OC.C.UR OR WY ERE SGMEDULBD. PAINT LE5B THAN 3'NDE. ....,..mental ctoslxos which do not allow passed of a sphere 4 VncNles (102mrn) 1 �,.,,i 'I qi , 9 , �. -...a.._ __ w:..? ,5500 PSI.a SLABS L3. ALL CARPENTRY WORK SENILE BE PERFORMED IN C:oNT^ORMANCE NTH GOOD TRAM �7r r,Hare b1 CiTameter. � 0 � � Se.Bs � ' I b. I''R.WOE AL SLEEVES AND FOUNDATION VENTS A5 REQARED BY Ki.Y5L.RR. 6RILLE5 AND DI EXPOSED, TVI PAINT IS REWIRED D FOR INLSOAS. PIPING, PRACTICE,MANIFAGTUREiRS RECOMMENDATIONS AND IN CONFORMANCE NTH THE I ;� ! 11 7. PROVIDE DEFORMED BARS C.ONTIAtUOl1� IN THE FOOTING MD A CONTINUOUS " IN 1'INSHHED,NON M6GHANIGAL ROOMS. �D&MAL CODE OF N MEW YORK STATE,INC.JDINIG THE FOI-OWIN9• cx tions, .. . 2. PROTBGT WORK OF OTHER -'...ODES FROM DAMA6E AND Dl;.ACRD ENT' cep ®a k � .`M} I` i cava Pn�: � � �� N 2X KEY BETy�HI THE FOOTING AND FOUNDATION WALL.,AS NOTED ON PLANS. CAUSED BY THI5 WORK. RJBF4�IR ANY DAMAGE CAUSED BY THE WORK OF 15A. FASTEN 5EaRELY ALL PARTS OF CARPENTRY WORK IN THIPR PROPER PLX.E'AND 1. The triangular openingc formed by the riser,tread and bottom roll of a guard O +U� sT ^56.34 /Z -V\\ `I. &. PRov1DE WALL REINFORGIN6 A5 INDICATED ON THE PLAN. THIS SF..GTION. REw)vE Fi_:=C nRICAL OUTLET AND SWITCH PLATES • • ♦ A5 Pt:R�KUL05i=D NWLINIG'SCHEDULE. BRK.Ns.PLUMB A►sC LEVEL ALL N�`T'1B�+3z5 AND at the open side Of a�tahwiay tiro permitted t0 be Of such a size that a sphere �� r' 4. AJNC LAZED BOL-M IN C.ONY.RETE SHALL BE HOOKED °J/4 X 12 AT A MAXIMUM � � / . 3' OL.AND N10 MORE THAM 1'-O' FROM GORTJ�. �� SAL 01��H325.6P I LE`',ESCUTCAEONS, REGISTERS,SURFACE SEC.URB NTH SUFFIGIENr NAILS,SPINS,APD BOLTS TO E RIGIDITY. 6 ins,N%es (152 mnJ Cannot pass Wrovc�h. 10. VOZ.7E BMTU-[N EXPANSION JOINTS 8�1 r.�L.AB`� AND FOUNDATION �O • FITTINE'6 AND FA5TEPUN65 PRIOR To CA"4_-NGIN6 THE WIORK. 138. LAp JOISTS OR TR I.AAM OVER BEARING BEAM TO BE SECOaM 700SETHER. Wapm . STORE,CLEAN AND REPLACE.; UPON COMPL ETICIN. BIirTED J015TS YCITH 1•WDE BY ID'METAL STRAPS AND TWO Dd NAILS TO EACsMI - G�r.3ngs ford re�g1.�IMed guards on the skies of stair treads shall not allow a L!t!6'f'IMs sAdlrrARY H'Yi"b'A TO H �4 I-►' a2 / HALLS. 3. PAINT CCONIRAGTCDR SHA L fUrDTIFY TME GENERAL GONTRAC.TOR IF ANY JOIST. sphvo 4c3/D Nch hs (107 m o) to pass dvvAfi. n�IscpHNa :grA,ND.tiRz� u � � � ABANDONED M AC:GCRDANC.0 U+HiTH 11. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING ISL. PROVIDE SOLID SURFACE AT ALL CORNlERS AT LEA6T 1-V4•NIDE IN BOTH _ SURFACE TO BE PAJNTED OR 5TANED 15 FOUND TO BE UNSUITABLE TO t� o I R CAPACITY OF 1 TOPlS/50PT.OR A5 PER 516N® AND SEALED OE516N SPECS. PR,ODIJGE PROPER FINSHI. APPLY MIO FINISH MATERIAL ON AN UNSUITABLE DIRECTIONS,FOR SECURING SIUBFLOORING DRYWLL L.ETC AND FOR SURFACES NTH `r N OF BNi61NEEK LICENSED IN N.Y.S. FACE UNTIL THE UNSUIT^JLE SURFACE HAS BEEN MADE SATISFACTORY. FR IDEIN&M0LIP BL OR NTH r HOOD H9LOCkCIP1G 5E ANN WITH AT IM OR TWO Dd 12. PROVIDE lo,O.DED WIRE MESH REINIFORCCING IN SLABS A5 INDICATED D ON THE PROVIDE SOLID AF44 N9 FOR GROWL MOLDINGS,CA61N19,BA4ETRIM OR OTHER DRAt►�?i 4. FiNISH WORK SHALL- BE UNIFOr"1./,OF APPROVED DOLOR,SMOOTH AND FREE MILLWORK AND GARPEPfTRY A5 RSQUIR®. i5t13� q. ALL NSS.ATION WAS, 5LVW,Ou DING BASEMENT AREA SHALL BE COATED. FROM RLM MAKE ENDS OF-PAINT ADJOINING OTHER MATERIALS OR ISA PROVIDE DOUBLE J0151'S/TRU55ES.AND HEADER.AT WATER CLOSET(DRAIN SENDS PLUMBING . COLORS SHAW' AND GLEAN. WERE HIGH 6LO�.�S ENAMEL 15 USED,LIGHTLY AND AT ALL Vexr AND MEGFu�NNHCAL oP@11Ne6 2'OR MORE IN WIDTH UNI E56 r' WASTE CANTRAGTOR TO ASS5 BLE A 4'H16H X U9'LONS SAMPLE WALL INDICATED •r OTHERWISE DIRECTED BY ARCHITECT. L�. /..`, i,."' "' 1 ,,,pppLL Pu' FROM FOoTiNG TO BM30W FINISHED 6RADE LIME,FOR AIRCHITEC,TS SAND I E ALL NE ,O OBTAIN A SMOOTH FINISH GOAT. , I�t., � T-- � LU 5. PROVIDE ALL NEWLY PAIME)r)SURFACES WITH 11) ONE GOAT TINTED PRIMER 13E ALL STUDS SHALL BE PROVIDED AND 5BGu1ED TO TIN1G NEh�", IN STRICT � VrA 1�r, _,..._�: �:%rD APPROVAL PRIOR TO COPT-ENCiING THE WORK. ACCORDANCE WITH NAILING 9 HED LE'MGJADED 1N THESE 1 r AND A MINIMUM OF (2)TWO GOATS FINAL COLOR GOAT,MNLI SS OTHERWISE DATE: �. � ,. ___- -C.trj� TE MNG BEFOrtc COVERING I Cn � 14. CONTRACTOR TO PROVIDE CYLINDER SAM'LE5(5 PER TRUGKI TO BE SENT SPECIFICATIONS OR A5 HEREAFTER N1oTEDh TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT'T, 14 AND 26 DAYS BY MANUFACTURERS 5PECIFICATION5)TO PROVIDE A SOLID, ISS. WC IRE 501.E PLATES WITH Ibd WAILS ib'OL.THROUISH WVLOOR APD IMO r a W Rf5PEGTTVEL.Y. NOTIFY ARCHITECT of RESULTS WITHIN 24 HOURS OF UNIFORM AND DURABLE FINISH.ALLOW PROPER i7RYIN6 TIME BETWEEN FRAMING OR BLOMMS. F 213 �_. ,:`r:.,...0 .- _ - _ _.. t= I (VERY RECEIPTS IMtDIGATIN6 GOATS. 132-2. STUDS NOT LESS hU1N 2'X b'OR 26 X 4's Ib'OL.FOR EXTERIOR OR INTERIOR ._ ... ;( 1 c F',',h'i Iv'=N T ,�T a, �` ° r �: I w I- OBTANNNG .AIN-E. CONTRACTORS TO SUBMIT D►B. b. DELIVM ALL PAINT TO JOB SITE IN UNOPENED CONTAINER, BEARINa6 THE WALLA RESPGGTNE,.Y,DOUBLED AROUND OPENING AND TRIPLL-D AT CORNERS. N 1100 N (O'wo .. . I �)i THE VOLLUN-1E AND STRE�N STH OF CONCRETE DELNERE D EACH DAY. - i e.`2 S F,,:`° i�r 4, 1'3Jr3. PLATES AND BEOGKlM6 TO BE THE SANDE MOTH A5 itl3AT13D STUDS OR NDBR. + + f „l FOR T'd-{E 1 1 MANIFAICTURERS LABEL,AND SHOWINLS PAINT TYPE, SHEEN AND COLOR. N , IS. ALL CONCRETE TO !3E POURED N10NNOLITHIGALLY,JrNTHIOVT GOLD JOINTS. 13e.4. FRAMING TO COORDINATE'WITH THE WORK OF OTHER TRADL'Ss. FOLLG4h111`: a 11 'I O,J�,a.,, UNLESS PERMISSION 15 OBTAN� IN WRITING FROM TME ARCHITECT PRIOR TO 7. PAINT TYPES USED SHALL 8E THOSE SPECIFICALLY RECOMMENDED BY THE T r " ` MANLUFAACTURER FOR THE MATERIAL ON TO WiiGH THEY WILL BE APPLIED. 13�'• ���TWO hJ Z'X 4'WITH FULL LENGTH KING PIOrT STUDS AT THE END OF N1. 1. FOUND i I;_,"! - i� C) Ff��Ulr,_D : A#D ; - PLAACA94ENT OF SAME. HHL"ADERS U LIMS OTHE4WI5E'NOTED OR APPROVED. PAINTING CONTRACTOR SHALL FOLLOW MANUFAGTURER5 IN5TRUCTIONlS FOR MEA. PROVIDE SOLID BF.ARINNG FOR ALL TRUSSES,JOISTS.RAFTERSA&IRDERS,POSTS,ETC. F32 POJr'AD CC?�CRE�TC P, -, C`P. '° �-- MA50NRY. PROPER APPf.IGATION OF TFE PANT. IS.E.T. UNi.E36 NOTED OTHlgtWISE PROVIDE DOUBIJ`HEADER AND TRII•lBZs/AROUND ALL 2. Rt)Ua �,; + s F'•:i 1 ��b u - • '"4 I. ALL CONCRETE BLOCK B TO HAVE "OUR-0-HALL" REINFORCING EVERY & ALL 5URFAGE5 TO BE PAINTED SHALL L. BE THOROUSH LY GLEANED,AND OPENDIS•' IN SIZE TO MATCH ADJAICENT FRAMING. H - FRAr I,M G F� F LU..'.1311 G '__i z. " ,�^ �.A, -� 5GC.OPt7 COUNSEL FILL TOP COURSE SOLID. ALL FOO'TIN65 SHALL BEAR PREPARED FOR PAINTING,PRIOR TO APPLICATION of PAINT. PROVIDE 13F. .'+9WLOORING SHALL BE INSTALLED WITH FACE TRAIN ACROSS,SUPPORTS,NAIL WITH :3. i^;"iJLA(ION ..sem!:t-c,' J-6 W,i ��^��`��" �`M R 1 , �� ��'/ IP5�(15Ij 1. a� .14 11.2 , 1*1 � ON UNDISTURBED 501E WITH A MINIMUM BEARINN6 C.APAGt1Y OF 2 TONSJ�PQJT. VENTILATORS A5 R6QUIRETi'.O PREVENT BUILD-UP OF RJN-UES. cid GOMdON NAILS b•OG.ALONG SUPPORT137 FD9E9 AND 10"OL.AT INTERN�IATE 4. F P�",L C0\STRUCT!O"J i�',UST •«n 2. MORTAR MIX TO BE ONE PART PORTLAND,CEMENT.ONE PART LIME PUTTY, 4. THORMSHHL.Y FILL ALL NAIL I.OLE5 AND OTHER SURFACE IMPERFECTIONS SUPPORTS,BREAK rVEJOINS IN FLUSHA044OR 1-16COIES,LOCATE END JOINTS OVER ,,tt 11,,.x. AW 51X PARTS SAND,OR ONE PART MASONRY GEMENT AND THREE PRIOR TO SANDING ALL WOUJ TO A SMOOTH AND EVEN FINISH. DUST DFP S.AA°F�ORT5 AND DRIVE AWLS FLUSH OR SLIGHTLY BELOW 5IJlZFAAC.L. IUIDeRLAYN'EHT, av COMPLETE FOR C.O. �1� �� �,� gyp! wtn=E RIEWRED,SHALL Be SIMILARLY INSTALLED. ALM. CONSTRUCTION SHALL MEET THE -IF PARTS SAND. PROVIDE WELDED WIRE MESH REINFORCING IN WALL,OR AND APPLY PRIMER TO SURFACES RECCEIVIN6 PANT,OR STAN WOOD. SAND 1309 ROOF 5HEATING SHALL BE L.A117 WITH FACT=eRAM AT RIGHT AN6LE5 TO:APPORTS, r , ALL WOODMIORK To A SMOOTH AND EVEN FINISH BETWEEN GOATS. JOINTS OVER SUPPORTS,STA66ER JOI PROVIDE METAL 'HF CLIP AT REQUIREMENTS OF THE r A, Ind STORM WATER R,INOFF4vr.l4 �` � � .- - .- . - . � FLOOR 5LJA8►5 A5 INDICATED ON DRAWNIN65. LOCATE END NTS CODES OF t�E�y BETA 3. CONTRACTORS TO ASSEMBLE A 4-H16H X IA- LONN&SAMPLE WALL INDIGATINNS 10. PRIME ALL 5URFAGES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF JOINTS AT SIDES OR PANELS WHO SPACING OF SUPPORTS 15 OREATER THAN 16'ot. YORK STATE. NOT RESPONSIBLE FOR � �/� �° 1 CA- - , ' THE EXACT,EfFEGT OF ANY MV50HR'Y SURFACE, FOR TME ARLHMITEGTS FINAL FINI5H�, IN AGGORDANIGE WITH MANIFAGTUR132'5 5PEGIFIGATiONS 13#1. FLRWN9,WfRJ<REtiIIARI�TO Be=TRI,e TO UNE,NOT OVER Ib'OIG.AND FAIsTt3HLcD r PURSUANT TO CHAPTER 236 �"� t � f`� .i 1� ��01 V/1 c, a APPROVAL,PRIOR TO GOMtI'EANGIiNt3 WITH THE WORK. II. PRIME BACK OF ALL E)CTERI��R AND INTERIOR HOOD AID TRIM PRIOR TO SECURELY To 51Uf'PC7RTIN6 SURFACE. DESIGN OR CONS I RUCTION ERRORS. CODE. t'T 4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND CEMENT FILL. INSTALLATION. FILL ALL CRA.GKS AND HOLES WITH PLASTIC WOOD OR OF T�iE TOWN : led i go.10 Pow 6�� TABLE S 'I i iN6 PL.AN5 EXAMINER SHALL REVIEW THE ENCLOSED DOC.t)MENT MOOD FRAME CONSTRUCTION MANUAL I �1A11.�11dG SCHEDULE TOWN FOR ONE 4 TWO FAMILY DW-LLIN69 X2001 EDITIONS NUMBER OF NUMBER OF FOR MINIK" AGGEPTA►BLr -PLAN SUBMITTAL... REGUIR.EMENTS OF THE TOM OF (SLIP JOINT DESCRIPTION COMMON MAILS BOX NAILS NAIL. SPACING AS SPECIFIED IN THE BU►' .JIN6 AND / OR RESIDENTiAL GONE OF THE STATE OF � 7 SILL PLATE TO FOUNDATION -SECTION 3.2.1. ROOF FRAMING YORK: THiS► REVIEW L?0E5 NOT 6UARANTE COMPLIANCE WITH THAT •C.ODE.T1-E SEAQ,. . -TABLE 5.2, 3.2A-G RAf=a�ER TO AND 5Y6NATURE OF THE DE516N PROFES510NAL. HAS BEEN INTERPRETED � rn►N -SECTION 8.2.�.5 IAIA#..L l�ti��'!�MHLY TO FC�t,j1�ID1�TION i TOP PLATS �'i'�oE NAILED) S-8d 3-IOd PER-RAFTER ki ATTESTATION THAT, TO THE BEST OF THE LICENSEES BELIE AND INFORMATION, THE Y �R1C 1N THE DOGIJMENTS 15: TABLE 3.45 GEL1NS JOIST TO TOP ATE (rOE-NAILED) ; 3-bd 3-Iod PER JOIST _ -SECTION 3.2.2.2 WALL Y TO WALL A55E~MBL-Y CEf•LING JOIST To PARALEL RAFTER -TABLE 3.4, 3.45 � -NAf1.�J � t� EACH LAPf- -- ACCURATE, CEILING J015T LAPS OVER PART111ON (PAGE-NAILED) U F -SECTION 8.2.3.1 HOL MOWN5 �1 �' fit CONFORMS WITH IN6 CODES APPLIaABL.E AT THE TIME O SUBMI551O1�, -TABLE 3.11F COLLAR TIDE TO RAFTM (Fr4GE-NAFt.W) PER Tie -- CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE -�5EGTION 8.2.5.4 HEADER AND/OR 61RDBR TO 5TLV ISLOGKINC TO RAFTER'{`ToE-"LW) 2 i.�d 2-fC�d Fr4Gtt k"NC7 `L � SAFE6UA1;'CN6 OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, - IS THE RESPONSIBILITY OF THE LICENSEE, -TABLE 3.1 RIM BOARD TO RAFTER (ENO--NAILED) 2-f rod 5_16d EACH END -5EGTION 3.2.2.1 ROOF A55EMBLY•TCS WALL A55EMBLY +r- --TABLE 5.4, 3.48 'WALL FRAMING TABLE R301.2.1 .2 PROVIDE WOOD STRUCTURAL PANELS -SECTION 5.2.5.1 RIDGE STRAPS ri TOP PLATE TO TOP PLATE (FAQ-RAILED) 2-tbaa 2-161' PER FOOT WIND-BORNE DEBRIS PROTECTION FASTENING WiTH A 'MINIMUM THICKNE% OF W (II-Imm) -TABLE 3.5, 3,61� TOP PLATS AT iN�� -GTIONSSAGE-NAILIED) 4-t6d 5-I6d JOINT5 - EAtH SIDE SCHEDULE FOR WOOD STRUCTURAL PANELS AND A MAXIMUM SPAN OF 5 FEET f245a SnV TO STUD (FACE-NAILED) 2-16d 2-i6d 24" O.C. mm). SHALL BE PERMITTED FOR C ' EINCT'AB LE 3.48 HEADER To HEADER f Ac>:-NAfL ) 161 ford 16" ox- ALOrry Eme5 FASTENER'SPACING PROTECTION IN ONE AND TWO STORY UPLIFT STRAP CONNECTION REQUIREMENTS TOP OR 50rTOM PLATE TO 5Tuv*TB-NAlLm) 2-I6d 2-40d PER STUD 4�OOT s rooar BUILDIN155. PANELS SHALL. BE PREC JT ; FASTENERTYPE PANELSPAN 44PANELSPAN <PANELSPAN (ROOF-TO-WAL.L WALL-TO-WALL,AND WALI rTO-FOUNDATION) BOTTOM PLATE TO FLOOR JOIST, BAND J415T, ENDJOi5T OR '� �� s4FOOT' ;$FOOT <8FOOT TO C47V�ER THE &LAZED OPENIN65 �N1TH ' ' BLOCK11d6 A�GE�NAIL,>AD) 2-Ibd' 2-Ibd PEER°FOOT ATTACHMENT HARDWARE PROVIDED, (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) rin HOOD OREM Ib" 12' a" ATTA�G1#MENT5 SHALT. BE PROVIDED IN DEAD LOADASSUMAT om ROOF/CEILINGASSEMBIL1'DL d 'IS PSF j FLOOR FRAMING � �-�r it AiGGOR.DANGE WITH TABLE ''C71,2.I.2 OR � JOIST TO°511.L, TOP PLATE OR �aliZp�2 (TOE-NAILED) 4-6d 4-�IOd PER . 2 A k375T � 2AK #@ " SHALL 15E DE515NW TO RE-51ST ST THE THREE SECONO GUST @5 qo loo fo Ito t50 t40 150 � Q HOOD 5C1� 16 ab" 12 1 COMPONENTS AND CLADDING LOAT-.;S WIND SPEED NWHJ BRID61" TO JOiST.00E-NAILED) 2-8d 2-I0d EAC44 END ul jJ j DETERMINED IN ACCORDANCE WITH THE FRAMING ROOF NUMBER OF So COMMON NAILS oR I OD BOX ! BLOCKING TO J015T (`TOE-NAILED) 2-8d 2-I0d EACH END MR Slo i WN.=A an,I PWI s W4.a WN I paw"OA04 hg; SPACING SPAN�F'I'a NAILS 1N EA.END OF !-3'+18X24 GAUGE STRAP t2A, BLOCKING TD SILL OR TOP PLATE�`1'OE-NAILED � I HI.e ISR""•1401 kn46 PR011151ON5 OF THE BUILD�.Ncr.�- +Y'.ODE OF .oN eo}•1"H r1 V�NV A ee�t'-aeM Roar tieNW. T PANELS ARE TO 5E � I IH') _ ) 3-ibci 4-I�d EACH 1JLOCK w � A.PAS rr�eLe 15 < i2 1 1 1 2 2 3 3 LEDGER STRIP TO BEAM {FADE-NAILED) 5-Ibd 4-brad EA4H JOIST -3 A 40 w Q r/ti'ST19i��Li.8!'INI9TAil'!D AT�5it�7'B�7!5 Or 1}!t NKX)t'7 STF'all'�Tt�YN..PAt�°'L.. r C%w�s AM ATTR+WTO a MtW OR►�u�o W-JOSTW40,TWr OV"ae STORED ON SITE ,AND NUMBERED WITH 16 1 1 1 2 2 3 3 3 tti3 l4 �v� ,wr .r+oaes r+o►v+►+a^rtt�r�urt u rn�+Te 4W POUNM THEIR CO�PC�NDIN� HINDON5. 2; 20 1 1 2 2 2 3 3 4 p JOIST ON.LEDGER TO BEAM (70E-NA1L.E1a) 3-@d 3-14d PER .JOIST 12 24 1 1 2 2 3 5 , 4 4 BAND .J015T TO JOIST 00-NAILED) 3-16d 4-16d PER J015T TABLE R301.7TABLE R301.5 32 1 1 2 3 3 4 5 5 BAND ,JOIST TO SILL OR TOP V ATE('T©E-NAILED) 2-Ibd' 3-I6d PER FOOT �1 ALLOWABLE (DEFLECTION OFMEMBERSROOF SHEASHEATHINGSTRUCTURAL, ''` MINIMUM UNIFORMLY 36 t 2 2 3 3 4 5 6 DISTUBUTEID LIVE LOADS 12 1 1 2 2 2 3 3 4 STRUCTURAL 1NIFIUI®ER ALLOWABLE (IN POUNDS E'ER SQUARE FOOT? 16 1 1 2 2 5 3 4 4 5TRIJGTUTA- PANELS bd IOd V' Ef26E /b' FIELD 4•- DEFLECTION 20 1 1 2 2 3 .01 •4 5 GABLE 1Ei DNALL RAICIE @d IOd 4" EDGE / 4" FIELD. USE LVE LOAD ib 24 I 2 2 3 3 At 5 6 DIAGONAL.'HOARD SREATHIN6 RAFTERS 1.1AVINS SLOPES a EATER THAN ATTICS HTH I..IMITED STORA6E 20 2@ 1 2 2 3 4 5 5 b 2-8d 2-IOd 1'ER T 3/12 WITH NO FINISHED CEILING ATTACHED L/160 b 52 1 2 2 3 4 5 •b "1 i"xb" or 1"x@" 5L PPOR TO RAFTERS ATT'f.C5 WITHOUT STORAGE ID 36 2 2 3 4 4 6 Z 8 I"x!o" oJ^ WIDER 3-8d 3-IOd PER SUPPORT fNTMOR WALLS NO PARTi'NON5 HAW DEGKS0 40 12 1 1 2 2 3 ZS 4 4 � EXTERIOR BALCORIE5 60 16 I 1 2 2 3 4 4 5 CEILING SHEATHII►°�IG FLOORS AND PLASTERED co-SLIN65 _ ,ALL OTHER 517aZTURAL 'MEMBER5 L/240 FIRE ESCAPES 40 1q.2 24 1 2 2 3 4 V, b 7 GYP" HALLBOARD 5rJ Ge'.OLt=RS 5t1 COOLERS l" E ! 10" FIELD; 13RAtL5 I� Ate? At,',DRAILSd 200 28 2 2 3 3 4 a •_ @ EXTERIOR MALLS WITH PLASTER OR H j �.�..-•. 52 2 2 3 4 5 c. I "i 8 � WALL SHEATHING 1 -5nrZO FIN15H 360 6UAR17RAILS IWFILL. SOMPONENT.S 50 36 2 2 3 4 5 a PAtiSSEN�aER VEHICLE t5 5E5a 50 5TRUC- 11RAL PANELS P�. IOd ,6" EDGE /b" FIELi�_ EXTERIOR`WALLS - Y+IIf{>!7 1y0ADS I�tfTH 12 t 2 2 3 3 �' - 5 5FIBERBOARD PANEL✓ BRiTTLE F1N15HE5 L/240 ROOMS OTHER THAN SLEEPINCS ROOMS 40 16 1 2 2 3 4 5 5 6 20 2 2 3 5 4 16 '1 ifs" bd3 � :3" EDGE /•b" FIELD. EXTERIOR HALLS - WIND WADe WITH 1./t20 SLEEPINiS � 30 24 24 2 2 3 4 S k) Z @ - FLEXIBO FINISHES 5'CAIRS 40 2@ 2 2 3 4 5 _+ b 8d e _,_ :3" EDGE /-6" FiELD, 1 calx esrtor�s RePea Tor Izesror trt�a.core NW l YORrc STATE 32 2 2 3 5 b i Cl 6YP5t1M hIALLBOARD 5d'C.00LERS 5d COOLERS '1" ELSE ! f0" FIELD to NOM L•SPINA LOOM N•opm"+elan' uLI 36 2 3 4 5 6 6 - a r►t I,*0 LOAV MML ee Pde�MnW To IM TAM AS 03 YHE5 TM HARDBOARD @zf 8d 6" EDGE /I2" FIELD ' uaocine►wNrs RR Tf1�rur: oI"Tte pe"t escTloN I.tMiT81 ELN. 1) PRESCRIPTIVE LINITS ARE BASED' ON ASSUMPTIONS IN TABLE 3.4. i PARTIGLBSOARD(PANELS Am 8d Sd (5M M%NUFA0rLFtWj ,� s a,rola.+ heel+,�.Siwl 1.>�tvNa!�I�s Twlce Tile url+ar TIe DIAGONAL 2J TABULATED ! 'L.11=T f101GT10M RC^G111fREt�1ENT5 A55lf►M9E AB1311_DSH6 . G� LOCATED IN�EXPO%RE 13. 130ARD SNEATNINf3 I 3) TABULATED UPI-IFT C1�t+11 WTION REWIREMENTS AS51 A ROOF AND c,rom.Au~sTlal ytr. .hl&CM foie PNe S uem IN ROOM OR 144LO r�r - I"x6" or f"x@" W*WOM i�vvlrl"OR PA"O W%0M I10T 90WRTTOW�OP @LAM OR GEILIN& �Y DEAD LOAD OF 9 P5F fOhO x 15► psf - q psf). 2� 2-IGd PER SUPPORT i SNV"ZN r s, rpt WrAL WAP MUM"s OLL NOTt�eO I.JI60.PM i xl0 or KDER � � �OWCH PM"VOW IN WOMB OR POUS Cr�M CMnoi36 OR mmo 1F A GEtLINfi Pw BLY IS NOT � OR IF THE �E1LIN6 " " 3 8d 3-fOd PER SUPPORT I coves.TFe TorAL WAV"nwTw"srw s.NOT excam IJI,Zo A_cGEMHLY 15 NOT CONNECTED TO THE ROOF ASS L:I',THE TABULATED Nle vF NA1L5 SHALL BE INCREASED BY i NAIL AT FLOOR SHEATHING EAGN END OF THE STRAP. TABLE R301.20) 4) MINIMUM A5TM A655 &RADE 33 STEEL STRAP. STRUGIURAL PANELS " " FIELD � CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I OR LESS P>d 10d 6 ED6E / 12 j IC H1ELD 6REA1"ER THAN I" lod 16d 'b" EDGE 16* FIELD GRdUND WFND SEISMIC SIJ9JECTTO t�AMAC�,EP140M ICESHIELD UNDERLAY !FLOOD AIR DIAC70NAL BOARD SHEATHING du SNOW DESIGN (FROST LINE `DEIGN MENT HAZARDS FREEZING LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH REQUIRED DECAY TEMP REQUIRED INDEX I"xb' or i"X8" 2-$d 2-I0d PER SUPPORT 20 f SEVERE 3 PEST MODERATE 5LIGHT TO !I REWIRED FJ;.M.A. GHANIGAS. SYSTEM SHALL 8E INSTALLED I"xlo" or HIDER 3-$d 5-IOd PER SUPPORT � TO HEAVY MODERATE (O I,� THE hIE 1N AC•C.ORDA1yGE WITH CHAF'T 12-24 OF THE 1. NAILINC7 REAUIREMENTS ARE BASM ON HALL SHEAV.INS MAILED b IWW:S OH-CENTER AT THE PANEL EveE. IF KALL ea RES#DENTIA L CODE. SHEATHING 15 NAILED 3 INGRE5 ON-CENTER AT THE PANEL EDGE TO OBTAIN H16HER SHEAR CAPACITIES,NAILIN& RC• OU REMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH A5 SHEAR PLATES, � SHALL BE U5ED TO MA#NTAIN 'THE LOAD PATH. x 2) THE PLUMBING SYSTEM SMALL BE INSTALLED 2. MEN KALL SHEATHING IS tONTWOUS OVER C;ONNEoTED MEMBERS, THE TA UI-ATW NUMBER OF NAILS SHALL Be PERMITTED � IN Aw TO BE FXrVrED TO 1-1 id NAIL PER FOOT. 2 C%CrORDA +NCE WITH CHAPTERS 25-32 OF THE . 3. GORR4510N RESISTANT'11 6ACE ROOFIte NAILS tb &ASE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL ° TABLE R402.2 RESIDENTIAL CODE. RE IREMENT5. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Deft Rsvlalonllseuas MINIMUM COMPRESSIVE 3.) ELECTRICAL EoUiPMENT AND WIR1N6 SHALL BE IM TYPE OR LOCATIONS OF WEAT14ERING POTENTIAL'' iNSTA LL W IN ACCORDANCE WiTH CHAPTERS CONCRETE CONSTRUCTION 35-42 OF THE RESIDENTIAL GODS. , (11 ALL W, LLS, FLOORS AND RC�OFIGE#LIN65 10,E IN MALL GC)VERIN�6 SHALL BE INSTALLED IN NEGLIGIBLE MODERATE SEVERE (�OMPRISIN6 ELEMENTS OF THE BUILDING THERMAL ACCORDANCE KITH 'SECTION IR?02 AND EXTERIOR 13A5E1-ENT WALLS, r-LXM^TlONS AND OTHER 2 � 2, z, � �F,� EXTERIOR #MIND©} t�L.A�55 I�C7t'�R5 SHALL BE �NVEL:DI�, 14 MOIST V,�'OR RETARDER SHA�L� BE KALL GOVERIN6 SHALL BE INSTALLED IN AC.GORDANGE CONCRETE NOT f POSe-v To T1�1 HEATHER IN!5TALLW IN ACCORDANCE WITH SECTION R513.5. INSTALLED ON T+'IE HARM-IN-MINTER SIDE OF THE HITH :;EGTION R105. BASEMENT sLAe6 AtQD INT�ZIOR s1..ABs ON 200 2 00 2 G ALL 6L.AZIN6 15 TO COMPLY WiTH SECTION R308. INSULATION IN A 0ORDANCE WITH SECTION R318. ii A,SP '�� Drown 6 EXCEPT 6A FLtVR 5LAB5 HALT 5h'11 16LE5 SHALL BE INSTALLED IN BASEMEITr WA+1.1 , FouNDATIOf� WALLS, �oR 5a IN AtNG.E W1V SECTION R303.6v ALL INTERIOR s) k ALL AND •CEILING FIN15H .tea SHALL HAVE A FLAME-SPREAD, WITH SECTION RgO5 2. WAU 5 AM OTHER YERTIGAL COWV1 WORK 2 00 3, 3pOOd AND EXTERIOR STAIRWAYS SHALL BE PROVIDED KITH KA551FICATION OF NOT 6REATER THAN 200 AND A SMOKE- Pre�c>ll E>0205M TO LATHIER A MEANS TO ILLUMINATE THE 5TAiR5, INGLUDIN6 L?E�LOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE 12) IN AGGORDANGE WITH SECTION 8321, APPROVED PORE, CARPORT SLAM AND STEPS EXPOSED 2,500 3�ap 5AOo LANDINGS AND TREADS. KITH SECTION R31a. TO THE 14EAT1�'R, SAND �i�/� FLOOR SLABS NUMBERS OR A�DDN?EE►��ES �J'HALL_ $E PROVIDEDFO!R ALL. NEN BUIL.DIN65 IN SUCH A POOSTION AS To BE scale rm 5fl I Pom PQe sawn W."R Op"We 6.) IN iACGORDANCE WITH SECTION R60111 AN ATTIC AC<,ESS q,) 15ULA<TION SHALL HAVE A FLAME-SPREAD INvEX OF NOT PLAINLY VISIBLE AND LEC?IE3L.E FROM THE STREET AS NOTED ok AT 2&DAYS M. OPENiN6 SHALL B� PROVIDED TO, ATTIC AREA5 T1-1lAT a PREATER THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT OR ROAD FRONTING THE PROPERTY. 9,�TMM Ma.xu Pr�11e rr.��IlMW POTIMM L EXCEED 30 S.P. AND HAVE A VERTICAl- HE161T OF: 50 BEATER THAN 4✓'0 1N ACCORDANCE WITH SECTION 8.515. Date c. n T+Iese t.Oc",Tlote3 MT irrar x s cT To P 1%%**DO"u sT�ucTioN slava.x Neo col�c�re as OR 6REATER. THE ROUGH-FRAMED OPENING SHALL. NOT i I5) 'STAIRWAYS SHALL BE INSTALLED IN ACGOR7AN4C%E 1�'� �c�"� accorrn�wh+F00"4=V. 9 P.cONCRen=s++r►u.re Am aqwmw.Tar&oNre+caNTeNr emptaw BY vouAv or cowomm srwi.,ilar ae I:E56 Tww a rewctw�oR mw TH/W L3E LE55 T HA'N 22"x30" AND SHALL BE LOCATED IN A WITH SECTION 8511.5 AND HANDRAILS SHALL. BE I~ .�"G110N R+oz�raie tNlru•i ceweNr cOtne�r. HALLWAY OROTHER READILY ACZE551BLE LOGATIION. PROVIDED IN ACCORDANCE WITH SECTION R311.5h. Sh8°t# NAILING ANO ,' TRAPPING HOLD. O - CONNECTION§ 7 ANCHOR BOLT SPECIFICATION 3 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE R JAMS (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) NOTE: RIDGE TABLE 3.17F(SEE FLOOR FLANS FOR LOCATIONS) TABLES 3.28,3.2Cr 3.3A ALL STRAPPIN3 TO BE i 1/4"X20 i9AUeF. STEEL OR BOARD NOTE% w '� •T'^" 'SIMPSON' EQUIVALENT - 0520 (COILED STRAP) SECOND FLOOR ATTACHMENT SEE TABLE R301.2(I) SHT. N-1, TYPICAL TYPICAL PACING CORN RSC ALL COIL 5TRAPPIN& TO HAVE MINIMUM 12' BEARING ON WALL STUDS ROOF FOR HItV SPEW -'-- GING CORNF=RS (ALL ST RAPPI45 SMALL BE INSTALLED AS PER MANUF. R°`FT� (REQUIRED)FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) 91-0" U.G. (110 MPH) 6" MIN. SPECIFICATIONS) 21-6f, P.G. 120 M 12 MAX. b ALL STRAPPINS TO BE SPACED AT 16" O.G. ALL TABLES REFER TO 2001 W.F.G.M. - - - COLLAR TIE o 32" O.G. MAX. © � AT RAFTER TO RIDGE CONNECTION -.-- - WHEN RIDGE 15 5TRAPPED. � 24 G.T. 0165" O.G. hi>'fiEN NO 12 FOR RIDGE STRAP - -8d COMMON NAILS OR STRAPPING 15 USED. 85IMP50NO t,�'1j�g,15 or- � WD O -10d gOX NAILS 1N EA. i'1 i � 2-16d COMMON + f .• ,.. :. �N !� }- END OF STRAP. - TABLE 5.6A 0� fro � NAILS a 6a O.C. .0490 F PLAIN � Inn JU OF STUD T Q LENGTH '. � -„1 � JU FOR ALT. COLLAR TIE - -10d COMMON NAILS OR ROOF OGKI -12d BOX NAILS IN EA. RAR ENDHALL END. - TABLE 5.6A a � _� � }•- � � J 5' 50. x 5/16" WASHERS z tom- NOT1-: - ----- 4 END NUT SETUP GOORDINAT'E w/ TABLE SAB 5HT. N-i GElUNC� . DOUBLE SILL PLATE ON FOR ASTRAP C,ONNEGT1ON PEW I� I JOIST j LL t" COPPER TERMITE SHIELD AT RAFTER TO TOP PLATE "SIMPSON" Ha8SD- 53 OR W 51LL INSULATION Til STUD CONNNtNECTION I-1/4"x20 6A. �y 5/8" DIA pdGHOR FOR STRAP - (SEE TABLE 5.45 SHT. NA) STL.. STRAP OR DOLTS (TYPJ � ..'► '� • POURED GONGRE I AT EACH END OF STRAP "51NlPSON" C,5-20 � ALL STRAPPING, ANCHORS, HOLD DOY�tS, � N=1R�a"N° NDN-t30R AT'N"ACIrNMEN�`H" 1=0R ALTERNATE - 14104 NAILS AT EA. STRAP, 19 ADHESIVES TO BE INSTALLED A5 PER iREQUAND F ST FLOOR IRED FOR ALL ADDtCIONCONSTR�)�ON FG�INDATION WALT. ., 71 "3tNPSf3N" MT5 i2 ,A5 PER MA 1F'1Z5 REQ'T5. ,t4ANUFAGTURE5 5PEGIFIGATiION5. °� . ° ,� W cv 05 00) (TWD STRAPS TOTAL) f 44EMS OR EXCEEDS UPLIFT RM" OF TABLE 3A) eg SECTION NOTE: _ q NOTE:a "51MP50N" V-5D53 -r-- -- N (2-5TY. STRUCTURES) OR t 5 " DIA. AIGHOR BOiL.TS !^V MINIMUM 'I" INTO cID FOR GATS GElL1NB► AT SLOPINEr OR "SI}MPSON"° 2-164 COMMON » " a 1!U ...._ JOIST T4 HEADERC..'9° aGT"lONS PROVIDE "51MPSDN" SHOE PL. NAILS ® 6" O G. CONCRETE W!3 SWARE x 5/16 WASHERS AND END NUT SETUP. (n (i-STY. 5TRU TURE5 ONLY) 2J AW_A40R NOTED HEREIN ARE NOT TO BE USED FOR OR i2J�2i7 "L55U21O" AvJmTABLE KAN6ER. 5UBFLR. I FOR FULL LEN6TH BY HOLD VOK45 FOR 5HEARWALLS BLOCK! O1= STUD lu 3,) ONE ANCHOR BOLT 15 TO BE LOCATED BET404 6" MINIMUM TO M AT STUD TO FL.00N�.ASSEMBLY � •; RIM JOIST FLOOR !I 12" MAXlh'l H FP.OM ENDS ARD CORi'+}EIZS. _..1 • TO STUD CONNECTION 99 m (ONLY APPLICAI?tLE FOR TWQ'3TORY +; TOP PL. :. CONFIGURATIONS) FOR STRAP - (5 TABLE 3.4 s1-Ds`♦ N-I) " SPLICING OF TOP PLATE AT EACH END OF STRAP *SIMP'SON ry .. ' CONSTRUCTION AND/OR NEW ADDITIONS) MTS 16 � �' �;; �.� •�. � ; ; , a TAB 2 • (REQUIRED FOR ALL I�'.E'.:' �'��Q/ DIA. TREADED ROD EMBEDDED 121/2m INTO .:.•• LE 3. t FOR ALTERNATE - 14-10d NAILS AT EA. STRAP, .' ' GUNCRETE !^V 'SlMPSON I.T' (!-II�iH STRENGTH ••• .f NSIMPSON" MTS 16 AS PER MANUF-P.5 RE075. EPDXY ADHESIVE) 4 FOR TEMPERATURES ( I2E6. TOP PLATE (i7�10 STRAPS TOTAL) i-1)4"x20 6A,. TO 40 DEG F) USE '51MPSC"W 4%* (H16H 5TRE TM REt U1F EMENTSE REQUIREMENTS TOP PLATE(MEETS OR EXCEtEDS UPLIFT ACRYLIC ADHE-51VEJ . RE,.Q'T5 OF TABLE 5.4) STL. STRAP OR ONE STORY SLAB-ON-GRADE ALL OTHER CASES "SIMPSON" 05-20 j FOR SI.0OW - STRAPPIN9 TO OVERLAP 'N� BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE FLR. ADDITIONS PIR5T 4 � FLOOR � DtmuNmom(rr.) LE:NeTm(m) Dimmsiom(crrJ LiKN*Tw(PT.) STUD" Pr`I'' MIN. 12" _ SHOE RL. t 2 -O" �'-c'?» 12"-0" 21-04 NOTE: .. 16T-on 41-0" -ui •dpi-prr rl1-O» � ,�p'„0.r ,4r�w Ad.t. CLIPS STRAPS GAN tJE N�7tJt�7E17 RIM ,1Q15T JaL )OUR fROM EITHER ALL EXTL�ZIOR OR ALL � �`fp'L�AL ,#ZIOR_WALt_ GOIrtST. - INTERIOR, BUT NOT A GOM51 ATIQN OF BOTH. STUDS o WALL to SEE FLOOR PLANS PA'r.0vl 41-0,11 SILL PL. ALIGN R/ I.J. 3/4" SUB FLOOR GLUED aI NAILED AT STUN)TO )FLOOR ASSEMBLY 2x FL. JT5 SEE PLANS 28'-On 7'-O' �`-0" 5'-O" ..; ;•; 5LOGKlN6- INWL. A5 PER PLANS 32'-0' �� +.{g» 321-011 61 w N TO SILL PLATE CONNECTION FOR STRAP - (5EE 'TABLE 5.45 sHT. N-1) ° AT EAGM END 4F STRAP l 1 AO'-O" I I'-O" ,q(,)k.pn 61-0) ��...•.. • • NAILING A5 PER TABLE 3.48lfi 4. @ EA. END OF STRAP $pr'prr !3'-O" 50"-0" 101-0" • fp'•O" 161-Q" so1.0" 121-0w 701r.011 191-0" 70'-0" 141-0" SOFFIT MATERIAL AS PER ELEVATIONS, 1-I/4"x20 6A, 5TL. STRAP ORx _ '-MIN. 80'.0n 22�•.pa 801.0" 161-0, "51MP50N 05-20 �f'1N6. a} s AT STUB?TO FLOOR ASSEMBLY �E NAILINC-� A5 PER TABLE 3.4F.� � EA. END OF TOP PLATE � TO SILL PLATE CONNECTION STRAP OR MT512 CONNECTOR 13'r' "51MP5ON" SPLICELENGTH NAILED A5 PER MANUFP,5 R5075. u TABULAT®sa�.ica t�t���TOP+�.,a�ro- 1 (SLAB ON GRADE ANDlOIR GARAGE WALL APPLICATIONS) TMR SR WN r ,THE "L.6 PM , .. ,♦ ♦'�. '/a ',. •4• '• �'i TYPlC,AL �C`I'ERIOR - C. CJT. SFfOFLfE¢ LQ'�'n'KTHEA.$� ' - M OF HAMA FOR STRAP - ( TABLE 3.48 SHT. N-0w ;; •: SEE FLOOR PLANS LE tr KHO IN TO Pr;'CyV1t7E AN AT EACH END O>+ STRAP ,.'. '; ; 2)TAakLAIW SPLICE LINSTM A!"A AI i LgXATW IN e>Q7CW5M 9 as o. i ` CANTILEVER OETA.IL ) V,}TOP PLATM SHAi.f-BE A MItIiF M OF WW ORAVE MATeRw�L • ENDVIEW SECTION $ f AILING & STRAPPING AT TVP. PROVIDE RAFTER i TO AL16NED OR T FLOOR ROOF EXTERIOR WINDOW / DOOR HEADERS RAFTERS AND K1N6s PLYHUOD LENrTH DIAPHRAGM BRACING �N� `y r � (REQUIRED FOR AL1,NEW CONSTRUCTION AND/OR NEW ADDITIONS) TO PLATES (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE SECTION 3.3«5&3.5.5 I ! NAILING SCHEDULE 'N3' : (200�t W.1F.C.Ma TYP. PROVIDE RAFTER RATIO LIMITS *� HA. 3 lf2 1 1 TO "CRIPPLE" PLYWOOD NOT SHOWN Dam Rsevts{on/Issue ! 1 ROUGH OPENING REQUIREMENTS FOR WIlNDOW OPENINGS CONNECTION +12A OR FOR CLARITY RIDKSEEWA'• OR STRAP low Namnorl DETAIL @ LEFT SPUD BLOGKiN6 a ROUGH A B C D SEAMS BLOCKING 2 133AY5 OPIU41NG HACK a 48" oz. DOUBLE 2x MIN. 2'-0" 0) 2x4 I I I TVP. STiZAI•'PIt� [�. I 1 FOR HEADER ORBEMPlA1LlNG A5 PER �� WALL SFiEATH1NE3 TO.E3E ATTtG }�" ROD REEfQUIRED 1 4�®n (1) 2x4 ? 2 2 TABLE 3,45514T. N-I -i i i4 ' NAILED AS PER TAS 3.1 C AT EA. END OF STRAP 51.1T. N-1, 2001 �d.F.G.M. Drawn By: FOR STW2 I THREADED ROD G;p" (2) 2x4 OR (I) 2x6 3 3 3 t PLYNOOD SHEATHINGS "' 1 6 4 4 8.O 22x4 OR 2x 3 ( ) () FOR NUMBER OF 80 COMMON NAILS a 6 (2) 2X6 4 5 5 JACK STUDS P U1 ER i ii i O.G. EDGE Q FIELD. Project A TO FLOOR PLANS 121-0" (2) 2X46 a 6 6 B HOLD DOHN SEE FIRST 4 SECOND FL. o CNK COUPLER NUT NOTATIONS: --__-.• r DETAILS THIS SHEET wale MIN. EDGE DISTANCE A. NUMBER OF 5U STUDS ON THE FLAT (DOES 140T AIS NOTED PER MANUF. APPLY TO 0001,-S) ~1,4 TVP: STRAPPING 7 • I .ti _ B. NUMBER OF FULL HEIGHT KIN6 5T=5 AT EACH SIDE . NAILINS AS PER NOTEi TData OF HEADER ELOGK!" 2 DAYS :. .• :ti o+;o • TABLE 5.48 5HT. N-1 I. 5HEATHIN19 A5 PART OF 5HEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN • AT EA. END OF STRAP H BACK a 48 o.G. •r.�, , C. NUMBER OF 16P NAILS END-NAILED 714RCxJC-H SHALL BE GONTINLZXJS FROM SILL TO TOP PLATE OR ADEC�[JATELY BLOCKED AT JOINTS. MIN. END DISTANCE ADJACENT KING STUD TO END OF HEADER AT EACH 2. HOLD DOIAtNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. 0 jig Dtd, A5 PER MANUF. 51DE $. REFER TO NAILING NG AND 5TRAPPlDETAIL5 TH15 SHEET TO FOR A CONTINUOUS LOAD SI�►et� WHEN AN ATTIC, FLOOR OR 6EILIN5 DIAPHRAGM 15 USED TO BRACE NOT-t: A�DD61T10�tJAL ROOF r�1 HALL OR I�ABL�KROOPIWv S�T�I�5i'�tJ,R"$ °>:�` �I.,L»O COLUMNOE"C'A�L D. 1�Mr�ER OF 16D t�AIL51�rID--rIAAtLEa T1-IRO�H ALL PP1Mc TO� 11�►4"xao 6aus� 'ATH. EAR 'ALLy SEG DETAIL, ('� ADJACENT JACK STUDS TO END OF 511-L(!5) AT FAG STEEL.. OR "SIMPSON EQUIVALENT ` ") 4I SIDE (DOES NOT APPLY TO DOORS,) 6520 (COILED SMA P) il i . ELECTRICAL NOTES WALL LEGEND t` j I.ALL EL.EGTRICAL WORK SHALL WWORM TO THE BUILDING CODE - .�� C� ,THE NATIONAL ELECTRIC EXISTING YiAL.L.S TO BE FEMOVW OF DE STATE OF NEW YORK CHAPTER 2'! CODE AND THE NEW YORK BOARD OF VV04 RITFR5 0 z 2.6ROUND FAULT 1NIT13TER(CFU TO BE INSTAL L.ED AT :'.., 0 LOCATIONS AS SPECIFIED BY CODE. BgST11%WOOD FRAME WALLS TO REMAIN �° '"'p 3.CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL EXISTING J ''� �P UTILITIES PRIOR TO BEVNING OF CON5TRUGTION. S F• EXISTING FaMATION WALLS TO RI=MAIN PLUMBING NOTES /� NEW WOOD FRAME wAU.w%Tm nON z W t"' r.....,, f 1 /(/ toor l I.ALL PLUMBiNS WORK SHALL COW"TO THE PL MN6 CODE ANU -•� _ r' I, r� THE Ma.CODE OF THE STATE NEW YORK AND ENERGY GOTlSERYATiON : ,,:: , lqe CODE(20021 AND ALL RI=C�UIREMENSS OF LOCAL.KNICIPAI.iTIES, `' ": t NF-W ff�t�DATION WALLS --� � �< z U 1� 2.ALL DRAINAGE t vl_Trr PIPING SHALL COMPLY WITH ALL LOCAL O w U WLU I BUILDIN6 CODES.DOMESTIC WATER PIPING 5HALL BE TYPE V z __1 = _. _ r % CZPMY,TYPE `K'WEN EN DRAINA�r WASTE 4 VM NEN WALL ABOVE � � CJ � z P � � _ f t/+ ��f t r �t 705; ABOYE GRADE SHALL.BE OSGIWEMM 40 P.V.G.OR GREATER c8 ?- Z TH NEW YMK STATE DEL. REW FOR GERTIFIEO 3.XL FIXTUIRES TO COMPLY (WATER SA N6 PPI�IN6 FIXTURES. 1 �� � / /• I'�YC� �+ /' j 4.PWNIBIN5 COM-ACTOR SHALL COORDINATE ALL PIPING,FIXTURE DESIGN LOADS LOCATIONS,AND EZIPMENT IN ACCORDANCE WITH THE WORK OF THE i OTHER TRADES 5HOWN ON THESE DRAWIN65. ROOF LOAD LIVE LOAD = 24 LB/SF. 600. 3+ I � , DEAD LOAD = IS LB15f. MECHANICAL NOTES TOTAL LOAD = 35 LB15F �� i•' '3� I Z' 6A �+19 CEILING LOAD 1.ALL MECHANICAL WORK SHALL CORM TO THE MECHANICAL CODE �Q O �LB5F. AHS TI•E FUq.CODA:OF THE STATE OF NB�I YORK AND THE REQUREMERM OF ALL LOCAL K NK POLITIES. TOTAL LOAD = 50 L.B15f. .,, 2.WAG CONTRACTOR TO SHALL COORDINATE ALL DLGTWORK, Ic.Ica JU cwt � dJ COTH�TRADES SHOWN ON THESE DRAhEN E WITH THE WORK OF THE FLOOR LOAD LIVE LOAD = 40 L.B/5f. 'Q 3.HVAC CONTRACTOR TO VERIFY THE.LOCATION AND SIZE OF ALL (SL.�IN6 AREAS DEAD LOAD = K)LB/5F. CON5IN6 VZTWOW NO FWSTER5 PRIOR TO BE6INING OF TOTAL LOAD = 50 LBJS.F. Im Q Z N 'T FLOOR LOAD LIVE LOAD = 40 L.B/5F. ■ LU M.E.R. GENERAL NOTES DEAD LOAD _ 10�f• TOTAL LOAD = 50 LB&F. U4 3. ' I. TIS EXISTING PL.UMBIN6, HEATING AND ELECTRICAL Us j,X,l ) . .L SYSTEMS, MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND ARE REFERENCES xJ 0 LUtL CAPABLE OF SUPPORTING THE ADDITIONAL LOADS FROM THE NEW GONSTRUGTIOR I. RESIDENTIAL BUILDING CODE FOR NEW YORK STATE. 14 2. WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND ARCHITECTS STATEMENT E.C.C.C.N.Y.S. TWD FAMILY DWELLIN65 (HIGH WIND EDITION 1. TO THE BE5T OF MY KNOWLED6E, BELIEF AND PROFE55IONAL .�xx��NT THESE PLANS AND CONSTRUCTION NOTES r� •. _.-�- _-_ .. . . .._ .'... .....^:.. .._ .._. .. ..._. ----__-. --...... _ � 5PE`,IFIGAT10N5 ARE IN COMPLIANCE WITH THE 2014 . ENERGY CONSERVATION CONSTRUCTION GODS C; NEW I. PROVIDE 51MP50N EI SERIES JOIST HANc5ER5 AT ALL YORK STATE. L BUILT UP�MIICROLAM HEADERS TO BE BOLTED OR • NAILED A5 PER MANUFACTURER'S REQUIREMENTS. l ELECTRICAL LEGEND 5. DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALL5. L 4. ALL HEADER5 NOT INDICATED TO BE MIN. (2) 2"x8" •••.•~••"• DOUG. FIR. LARCH # 2. 5. DOUBLE ALL J015T5 AROUND ALL STAIR , FLOOR, DUPLEX OUTLET CEILITI6 4 ROOF OPENIN65. (1YP,1 6. ALL CATHEDRAL CEILIN�55 TO REX"IE:VE 5 1/2" R=21 L A H - , BY OWtNS -- _ • _-- 6RDUTi�FAULT I T"Rf�i T BATT INSULATION TTOTAL..L..OWI FOR ADEQUATETE VENTIN6 _ __ 'J. Al._L. POSTS TO RELIEVE SOLID WOOD BLOGKI TO W1 __ T FOUNDATION WALL OR CARDER BELOW. 6. ALL WINDOWS TO BE HIGH PERFORMANCE INVJL.ATIN6 SLASGEILITI6 MOUNii-;7 Ll�aa�. N OR EQUAL. �� 4�MANUFACTURED BY ANDERSE ... .. . . .__ ..r.... ._. # _ _ _ r EGTOR5 NN T ON5 IN CONTACT WITH AGQXv E_ (ARE TREATED) LUMBER IMl15T BE APPROVED BY wAu.Ma>h�e7 16H1T MANUFACTURER AND HAVE A FINISH WITH EXTRA xslj CORROSION RESISTANCE, EITHER 5TAINLE55 5TELL, HOT '-$� �:' •._ .. .. � s O RECESSED`t.I6I-t1' DIP 6ALVANIZE,'7 MDG) OR 'zMAX' PROTECTION. # --fov, .SMOKE DETECTOR CARBON MONOXIDE[. TOR t T f. f • _" :._.._.. ..- . PRESSURE TREATED WOOD NOTE: -=7- yy EMAUST FAN VENT TO EXTERIOR � I j- AS PER RE51DENTI � AL GODS SECTIO RBlgj PROVIDE .-- - PRESSURE TREATED LUMBER FOR ALL MEMBERS OF `.✓�� \ II tip J . p SWITCH _ ...-... HOOD JOISTS OR THE BOTTOM OF A FLOOD STRUCTURAL \1 . w-._,._....._ ...__. FLOOR WHEN CLOSER THAN 18" OR WOOD 61 RDERS WHEN _.r...� 11 '� f CLOSER THAN 12 TO THE EXPOSED 6ROUND IN , e ra S \� _ _ ._. .___ ____._._.._ 3-WAY SWITCH GRAWLSPAGC-5 OR UNEXCAVATED AREA LOCATED WITHIN VkN THE PERIPHERY OF THE EiUILDIN6 FOUNDATION i t ,.-r Rw 9 GABLE JACK ENERGY STAR NOTE Nin 1* TELEPHONE JACK THE HEATING,DHW AND AIR GOt�ITIONING 5Y5TEms MJ5T MEET OR EXCEED /�N�:�� • _ ____ - �` THE 5PC-GiFIGATION GALLED 0lJf FOR ON THE EhER6Y STAR COMPLIANCE CERTIFICATE. IUN5 FAN 7(t3 ARCHITECTS STATEMENT E.C.C.C.N.Y.S. 1. TO THE BEST OF '� MY KNOWLEDGE, BELIEF AND ' d '. - PROFESSIONAL JUDGEMENT THESE PLANS AND u_ ; SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 ,t I - ENERGY CONSERVATION CONSTRUCTION CODE OF NEW a �. YORK STATE. z 10 _ .... . SMOKE DETECTOR NOTES • I a it is I.PROVIDE ONE SHOKE DETECTOR IN EACH BEDROOM Date Revision / Issue s' , I 2.PROVIDE ONE SMOKE DEIWTOR OUTSIDE BEDROOM AREA Pte"SPS' DETECTOR ON EACH FLOOR LEVEL PANEL_SPAN PAIS..SPAN . !4.✓ �I -_.L'rP, e ^ .: a <`� <6FT bFT<SFT .PROVIDE AT LEAST Oil SMOKE 3 4.SMOKE DETEGTOR5 TO BE INTEWONNEGTED. HARDWIRE WITH A BATTERY __ ...__... .. .. . 13AGYaJP: _......_._.._._._..._._...._.....�.._....._.._.__..________._ . _...._ ._. .. r ._ _._._.. ..... s � �� 25GR8�WOOD 21 WOOD - 2 ®WOOD _ .�" 2 112'.#8 WOOD 21122#8 HOOD 2142'#6 WOOD FOUNDATION NOTES SGRf�G® 5oRab a '# Drawn B Ib' Ib 12bL. I.BOTTOM OF HELI FOUNDATION TO BEAR ON�COMPACTED FILL OR 501L Y _........:�. .. .. .,�..... • �,, , b GLA55 SP 8-65 221-TON SOIL BEARITI6 CAPACITY) 50 T _w „ CONTRACTOR TO VERIFY IL CONDITIONS PRIOR O POI,RlTli6 FOUNDATION.CONTRACTOR TO CONTRACT ARCHITECT IF POOR SOIL Nps Project # rA.I SPAN OF PANEL 15 FOR HTtER CONDITIONS DISGG'VERED. DIREGTON OF CLEAR OPENING(EAST TO WE5TOR NORTH TO 5XUTW *URGENT* PRIOR TO START OF CONSTRUCTION Sc Ie THIS PRO.EGT 15 AN ADDITION AND MODIFICATION TO AN EX15T1N6 BUIL.DINC • OFrNINO PRO OM61M MAY NOT BE EXACT AND COTDITIONS MAY VARY. IT 15 THE GTION CONTRAGTOR5 RE IBILITY TO VERIFY ALL CONDITIONS IN THE FIELD MIN 1A6m 5 TRUGTION AND NOTIFY THE ARCHITECT, N hJRITITI6, Rawl D u PRIOR TO START OF CONS T 1 Dat /a -r' #' T �. 2 OF ANY DISGREPENGIL-5. THE ARGHHIT6GT IS NOT RE5Pi0N518LE FOR ANY DEFICIENCIES ON PLANS DUE N T 5 TO HIDDEN CO OTION5 NOT VISIBLE IN FINISHED SPAGE5.DUE TO THE _... ... �,.s. Sheet ______-._r_......_.,..._.�.��k..»....__.._, -.._.-._.. .._.._r_-....,.._._......._...,..�.�„ ....,._... ,.. .:.,.,... ,w. ,,... .... s . �''".` �-.�_ .- Y ,. t - --- - - - -- - TIONS, V1518L.1r MAY _.. ....._..�-._. ..,.._....._. . ._ �.�. ..._ .: ..- _- . . � .:..._.... ._�.�:..�,:.�..:� NATURE OF RL3JOVA ANY SPACE NOT # .. . COLW%,61RDLRZ5,ELECTRICAL _�".. ;K -., _ {.- _.. � t _-- _ ... ..._.__....___. _.__ ._«_..___.. __ ..._... _ �y MY PL11t48IN6 NED E5, - .. ._� .. ._ .. !. �f_� � �,�. OTHER ME-GHANIGAL OR STRUGTURN.SYSTEMS. 1F �€_ �...... � _l_. ._ _....._._. ._...._.__ .: _.._ _,_.� __... _._.. . UNCOVERED ITEMS ARE BY THE TOR DURITI6 ..._ - DEMOLITIOWW%TRUGTIOTI,THE ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY PRIOR TO PROGEE0IN6 WITH WORK. ELECTRICAL NOTES WALL LEGEND 1.ALL ELECTRICAL WORK SHALL CONFORM TO THE BUILDIN6 CODE �.Z���p,�DI ' _... ........ OF TIE STATE OF NEW YORK CHAPTER 21,THE NATIONAL ELECTRIC E.XISTIN6 WALLS TO BE REMOVED CODE AND THE NEW YORK BOARD OF UNDERWRITERS 00 ! . 2.6ROUND FAULT INIERRIR'iER(6FU TO BE INSTALLED AT � � ao ;,•, { I1J - i6rJa' 11 I# LOGAT{ONS A5 SPECIFIED BY GORE. EXi5TIN5 WOOD FRAME WALLS TO REMAIN �� 3.CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL EXI5TIN5 UTILI'IE5 PR10R TO BE51NM OF CONSTRUCTION. , EXISTING FOUNDATION WAILS TO REMAIN --�-� j _.._............_.._ ��' -� �� ` �._... All� PLUMBING NOTES Z N :. fl-.. NEW HOOD FRAME WALL GON5TR1aGnONI j 1.ALL PLUMBlN6 WORK SHAM CONFORM TO THE PLUMBING CODE AND P: tE lu }- - }- ,,.. /� ojr/ ''' __.•.. ATE NEW YORK AND ENER6Y TION GODS(200C�AND ALL STATE OF LOCAL MUNICIPALITIES. - 'r` U to ~ 3 _._ ''� GOtN5ER1/A .,• ,,f. �,�•,.... NEH FOUNDATION _..l X Z W }- v» - 2.ALL DRAINA6E 4 VENT PIPING SHALL COMPLY WITH O LU U ALL LOCAL } --� LU U }- LU Z EUtWl%CODES.DOW6TIG WATER PIPING SHALL BE TYPE V Z COPPER,TYPE K'WHEN BELOW 6RADE.DRA,106E,WASTE t YEW NEW WALL ABOVEd Z Q LU IJ � Z AEiOYE 6RAt7E SHALL HE 40 PVL.OR GREATER 3.All.FIXTURES TO COMPLY WITH NEW YORK STATE D.E.C.. wep) REWRE MMS FOR CERTIFIED HATER 5AVIN6 P AMIN5 FIMURES. 4.PLIM146 GONTRAGTOR SHAIL COORDINATE:ALL PIPIN5,FIXTURE DESIGN LOADS LOCAT10K AND EMIR434T IN ACCORDANCE WITH THE WORK OF THE OTWZ TRADES SHOWN ON THESE DRAWIN65. ROOF LOAD LIVE LOAD = 20 1-13/5F. IDEAD LOAD = 15 L136F. ly�1 MECHANICAL NOTES TOTAL LOAD - 35 LBt5F. IF i.ALL _ • GEILIN6 LOAD LIVE LOAD 20 LB15F. h11=G11ANIGAL WORK SHAM TO THE MtEGHANIGAL GODS DEAD LOAD 10 1-1136F. � AW SFE FUEL CODE OF'IME STATE OF NEW YORK AND THE j22rl" _ _ �+► ! .- _ _ RKY REMENT5,OF ALL LOCAL MUNVPALITIES� TOTAL LOAD = 30 L815F. - 1 2.HVAC COM RAGTOR TO SHALL.COORDINATE ALL DUCTWORK, ® M C,4 CO . -- GEILIW6/YNALL RE95TE RS IN ACCORDANCE WITH THE WORK OF TIE ® Z 0 r ...... _-._.._. coNTRAG (5L.EEP N6 AREA ... . � ^, ,.. _ - •- -_.,. .. � l. OTHER TRADES SHOWN ON THf�DRAWINGS. FLOOR LOAD LIVE LOAD 40 LB15F. 'a r � 3.HVAC TOR 70 VERIFY THE LOCATION AND 51�.:r ALL DEAD LOAD = 10 L3/5F. t . EX15TN5 DUCTWORK AND I;Wf TfR5 PRIOR TO E3Ex�ININ6 OF TOT - 50 LE36F. GONSTRUGTIODl, AL LOAD Q Z .b. � Q ?^ N FLOOR LOAD LIVE LOAD AD LU -- '..ilr.irwiAii.+• . - J - \ !' '"� i -._..--... 4. . ,' s M.E.P. GENERAL NOTES DEAD LOAD =tea Ls 5f. ""� -3 t t- J •.9 TOTAL LOAD F 50 LB15f. I. THE EXI5TIN6 PL..UMBIN6 HEATIN6 AND ELECTRICAL � � � W X -• .• - SYSTT=MS MEAT OR EXCEED THE MINIMUM REQUIREMENTS � @ � Y. .. .� OF lu J THE NEW YORK STATE BUILDIN6 GORE, AND ARE REFERENCES cn -j IL CAPABLE OF 5UPPORTING THE ADDITIONAL LOADS FROM THE NEW GONSTRUGTION �► I. RE51DENT71AL HUILDIN6 CODE FOR NEH YORK STATE. .�•_ �� i 2. WOOD FRAME GONSTRUGTION MANUAL FOR ONE AND ARCHITECTS STATEMENT E.C.C.C.N.Y.S. TWO FAMILY DWELLINGS (HIGH WIND EDITION) I Ze !;) 10 -L-1 - I. TO THE BEST OF MY KNOY+LEEd6E, BELIEF AND __ � �. ... ,� PROFE5510NAL JL06)�NT THESE PLANS AND _...__ _.. .._� _. �.. CONSTRUCTION NOTES SPECIFICATIONS ARE IN GOMPLIANGE WITH THE 20,10 _•----._, ___. _ __ • ._-_�_...___._._...._.... -_.._. ATION CONSTRUCTION GO DE OF NEN SERIES" JOIST HANGERS AT ALL yt „. j s . ...... <. ... _ . YOW STA'T'E. APPLICABLE LIOGATION5. E ,... _._ _. .. BOLTED OR j ' NAILED A5 PER MIANUFACTL RER HEADERS REMENTS. OMN, 3. DOUBLE ALL FLOOR J015T5 UNDER PARALLEL WALLS. ` ELECTRICAL LEGEND 4. ALL HEADERS NOT INDICATED TO BE MIN. (2) 2"x8" DOUG. FIR. LARCH * 2. • STAIR , FLOO � 5 DOUBLE ALL JOISTS AROUND ALL Ry _ DUPLEX OUTLET CEILING 4 ROOF OPENIN65. (TYP) , 6. ALL CATHEDRAL GEILIN65 TO RELIEVE 5 1/2' R=21 BATT IN50LATION WITH 'RAFTER-R-MA1IE' BY OWEN5 6ROW FAULT 11i71PRFT CORNING TO ALLOW FOR ADEQUATE VENTING t� . ALL POSTS TO RELIEVE 50LID WOOD BLOGKIN6 TO �``•3 FOUNDATION WALL OR ORDER BELOW. ( &. ALL WINDOW5 TO BE HIGH PERFORMANCE IN50LATIN6 `� -¢- GEILIN6 MOUNTS% L M a-A-% A5 MANUFACTURED BY "ANDERSEN" OR EQUAL. W1 AO DP30 400 5E F.!F5. cf. ALL CONNE0TOR5/CONNE0TION5 IN CONTACT WITH AGO (PRE: TREA g WALL MOU my I+6H' SStJR>= ) LUMBER MUST BE AF"F'RDYED BY MANUFACTURER AND HAVE A FINISH WITH EXTRA CORROSION RESISTANCE, EITHER STAINLE55 5TELL, HOT ' O RErE55M u6H7 DIP 6ALVANIZELI (HOG) OR 'ZMAX' PROTECTION. f m 01i • SMOKE DETECTOR - - > , I • CARBON MONOX!M VFTEGTOR e - PRESSURE TREATED WOOD NOTE: EXHAUS T FAN PENT TO EXTERIOR EF A5 PER RESIDENTIAL GORE 5EGTIO R3Ia= PROVIDE PRE55URE TREATED LUMBER FOR All. MEMBERS OF .. SWITCH WOOD J015T5 OR THE BOTTOM OF A WOOD STRUCTURAL ---�- " ' _ - ; } FLOOR WHEN CLOSER THAN IS" OR WOOD 61RDER5 WHEN j j + . « TO THE _ " 6ROUNp IN " 3-WAY 5W C44 GRAWL5PAGE5 OR UNEXCAVATED AREA LOCATED WITHIN 0A q4--a �--� , .. THE PERIPHERY OF THE E3UILDIN6 FOUNDATION : a., ►,�`.:. �+ � �' CABLE JACK j r ,,. �C ! : .. ENERGY STAR NOTE { b TE_EPFIONE'JACK OHW AND AIR GONDIT70NIN6 5Y5TT�L5 MUST MEMT OR EXCEED . : . � �.. �`�• � �� ���f `�., - , �! f; : r,�i� , � � � ,. TING, TIE:HEA THE 5PEGIFIGATION GALLED OUT FOR ON THE BEROY STAR COMPLIANCE • ''jlFl i �» t GE2TIFIGATE. t ` i �.. . j ...._.. _ ._ - __.._._._......_. CEILING FAN - . - -. .� ARCHITECTS STATEMENT E,C.C.C.N.Y.S. ,._..�. --- I. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFE5510NAL JUDE►EMENT THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 01 e "JOT _.. - �� �C ENERGY CONSERVATION C.C3hLSTRUGTION GODS OF NE H a -`-" •.;� � '^ �,. _ �� .._w___-----••-�_._., ��. `^ �� ��� ._,... _. . YORK STATE. CA ... VIC- SMOKE DETECTOR NOTES o a L PROVIDE ONE%4OKE DET>::f, IN EACH BL:DFZpplhl Dote Revision Issue �--- f --- -� w PANE.SPAN, PANEL 5PAN PANE.5PAN 2.PROVIDE°ONE ! i.1[ � FT 5110KE DETECTOR OUTSIDE BEDROOM!AREA LLE3.PROVIDE AT LEAST ONE:SMOKE < <bFT bFT<8FT DE:TEGTOR ON EACH FLOOR VEL e _ ,. , . _.. . -_ .. ..: 2 I!2. .#bO2 W'#6 WoD 2'U1' #h HOOD H4.AG�K1UIK'.E DETECTORS TO BE !NiE�G � TED FARDWIRENTH A 5GF016 a SGREM® SaREM® or[ 4OG.C. 2 V8AT`(E3LY #6 WOOD 2 V2"#5 WOOD 2 V2'#8 WOOD SCR ® 5GFD-60 SCM150 FOUNDATION NOTES I6 OrG. 12"OG. __... •.. __..._ .. _.__. ... �...w. s t , �- I.BOTTOM OF NEA FOUNDATION TO BEAR ON q5%COWAGTED FILL OR SOIL Drawn By. � � " -� :•. a. j t -ON, I j aA%5P 8-65(I-TON 501E E3EARIN6 CAPACITY 2.CONTRACTOR TO VERIFY 501L CONDI � � TIONS PRIOR ro POURING FOUNDATION.GONTT2AGTOR TO CONTRACT ARCHITECT IF POOR 501L SAN OF PANEL 15 FOR UM Clav1Ti0N5 DISCOVERED. Project # RECTION OF CLEAR OPEN1N6(EAST TO WEST OR NORTH TO 5oM *URGENT* PRIOR TO START OF CONSTRUCTION Sc Ie l F`500"TECTION TH15 PRO.EGT IS AN ADDITION AND MODIFICATION TO AN E=XI5TIN6BUILDIN6. �� L00DIMENSIONS MAY NOT BE EXALT AND CONDITIONS MAY VARY. IT 15 THE ( I MIH a 7A68 S GONTRAGTOR'5 Pf N IBILITY To VERIFY ALL CONDITIONS IN THE FIELD - t_ s A3 FM TA49LE RWIt.2.1.2 • PRIOR TO START OF CONSTRUCTION AND NOTIFY THE ARCHITECT, IN WRITING, Do e THE OF ANY D15GREPENGIES. N T.S. - E3JGIE ON PL AN5 DUE __ _._. . _ ..._._. R...._ - . ..... _.. . THE'.ARCHITECT 15 NOT RP5PON518LE FOR ANY DEFICI TO HIDOM COSIDITION5 NOT V151M IN FINISHED ,..._ e - _ __..__.. . . .., _.. ... e� NATURE OF RENOVATIOrS,ANY SPACE?NOTBLE ��BEAMS, et # _.._.._...W,�.p--�_...... GOLUMINS,GIRDERS,ELECTRICAL WIRIN6/DEYIGES PLUMbIN6 HVAC OR Sheet OTHER WLHANIGAL OR 5TRUGTURAI SYSTEMS. IF AW AFOREME NTIOWD ITEM5 ARE UNCOVERED 13Y THE:OWNERICONTRAGTOR DURIN5 DEMOLITION/C06TRUCTIOH,THE ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY PRIOR TO PROGEEDIN5 WITH WORK, i i ��r't * �` �'► . WIle - , --.__._._.,_..__w...._.... ...._-_.._..._. .... _.... . .. n.,.......•.. .. _.—..._._ _.».._... ._. _...._... .._-_...., .,_. ...,_..:_.... _,_. _... _,__._.., n._.....N. ... __.__..._. _....._-_..-..._._...._.___ ........__.__.___....._.- -. _ ___ ______ _ - _ .�. _. .• _.-.•.. - ___ __.. .___. _ I. ALL DRAiN6E 4 VENT PIPIN WIN (9 SHALL GOMPL YWfTH ALL GABUI DINS CODES. DOMESTIC � S� •," .. P "L" WATER IPING SHALL BE TYPE COPPER, . _.. . .�.,,,.� je.,_,,•„ y� .. ...__... � } TYPE "K" WHEN BELOW 6RADE. DRAINA6E - c) HASTE, 4 VENT ABOVE GRADE SHALL 1 50HEDULE 40 P.V.G. OR GREATER. BE Q Ju (L }- 2. ALL FI YDtZ --! X z 'TURES TO COMPLY WITH NEW K U _... _ . ..•.... . ,.... .. .. ..' .... .. - �r'`` I �'"�% '` STATE D.E.G. REQUIRE O � Ul U! c� 1"IENTS FOR CERTIFIED V w ' �/ WATER SAVING PLUMBING FIXTURES I Flrl�j 10 _ - - - V 11v vTre, uJ l l �. cd y ter« _. _._ _.. _ __ .` — — — r — •- pz . . %I _.�,�.,.. _. - - '--•--. ---�r ! ! �� � f�^��I �'" cel loll, 11 uJ 0�/ 1000 y Yµ E Y 1 R� tt 114.1 i - + � Aq .a''f.. [ � � E,,/ ! ' r d ; •� �"a � tom' •� ref'I ��C 1 ` ,�►y/yj n...wr•..,.•w, E` t A/k�P J- -I ''. 1�4S 1.- r' 4 --t• i" t ! / • //."fit/y61 _,¢ �jf//fp` {�.¢- d ffllf! .0 lxr,"- PNS ` �: .---- � 4 -,ur,.wr ..,.,:, .,.. a r` i � - j'��,, _.r - pv.. __. 4 ._....... •-`-__._._...._ .._... .__ _ i L_ _ .. r _ ......_ ._ . y 4 a ! Date Revlslon / Issue N-1 {{{ F (J I -K 1 ( Drawn By. .. . . � I Project # Scale, Ile I pta ' sacro ..r .s s O = t/ a t �11A Aw Sheet N dry . —: ,. ....., ,am► o m a - ' I I d 1,01 q° h ti - -_ GENERAL DEMOLITION NOTES C.G. SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCY WHICH 15 FOUND BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE s 5ROU6HT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2. G.G. TO BE FAMILIAR WITH COMPLETE PROJECT #— lu U1 ri N- IL >- _00AND SET OF DRAWINGS AND THEIR INTENT BEFORE PROCEEDING WITH q X N i iy S, z K ,� �.. ,..,... •. THE WORK. p 111 LLt Y WU _ d ,- .Y ; : 'x 5. L RE TO BE ABANDONED, ,Q --1 t-- WHERE ELECTRICAL OR P UMBING LINES A , ' .... R........... .... ....._,.. ._-----......._... ._. .,..._.. .. ::_ ` ... . ' r,+-," ~'" `.' REMOVE ALL SUCH WORK. GAP OFF LINES LEGALLY AT FINAL QL ,.- ~`�, ,�'` E • . . - . ,�... INACCESSIBLE PENETRATIONS. ALL NEW PLUMBING AND ELECTRICAL ,Q WORK TO BE RECESSED BEHIND FINISHED SURFACES. .�.+.n.,*,+w.,..,...,mwew.............A�....,�...w,>....,..«.w.,..:,....+..,_....._.,._...-.....«..,..,...,.......,.,.,.,...www,,.,,.........-„,...,....+,.A.......,w....- ......,......H........-_. :........�..-.-,.,......-.....N.,......_....,......._,..,....,....._.................._...__ �-�--- DEMOLITION PERFORMANCE DISCLAIMER I - y I i _ ME NO Q RE5PON5 BILITY FOR THE MEANS BY WHICH THE DEMOLITION 15 PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL A OR R NOTED 5 SUCH ESE ... REMOVE ND/ PERFORM THE ITEMS N A ON `fl-1 c� m ~; ® cA m DRAWINGS IN A PROFESSIONAL MANNER IN ACCORDANCE WfTH "GOOD GENERAL PRACTICES% SHOULD IN THE EVENT ANY 1 m STRUCTURAL DAMA E OCCUR WHILE I STITUT NG DEMOLITION PROGEDURE5, THE CONTRACTOR 15 TO TEMPORARILY STABILIZE Q THE STRUCTURE TO A "SAFE” CONDITION AND NOTIFY THE ARCHITECTD/OR ENGINEER IMMEDIATELY FOR RECTIFICATION. ■ U1 m 3 � . _ _..�.µ-.�.__ _ . . � . ! � � s ' �� � -•.--...._._.-. _.x... .... .._... 111 t .. ,_.. .W:...�.�.�.—,-•....... ... .... ,.,,....w...�....._,...._ ._..w.m.,._...._..-�. �..........,,.....�.... ... .. ......��.__ ..,._..tom � ' r LU I rl.?_ ' I F PALL 5RA.4 ,,,. PANQ.SPAN PANEL SPAN po, <4FT bFT bFT 2 I/2'#y HOOD 21/2'#6 WOOD 21)2'#b HOOD SCREWS SCREWS® SGREH5 j VOL. 12'O.C, 9`O�G. I - 21/2' 4';IG)V 2 I/2'#8 HOOD 21/2'#b HOOD SGREN�i F SCREWS VOL VOL. VOL. NOTE: - r SPAIN G�;',W��1 15 FOR EITHER DIREGT;ON OF CLEAR OPENING(EAST TO NEST OR NORTH TO 5M V 0FFOMN I NO PROTECTION � ,� i9m il _. 1I W MIN m 7 6" T1�AL PA M -If I A5 TABLE 8.901.212 N.T.S. � •, 1 41 4 SHINGLE RID 65E GAP GOR-A-VENT d o V-300 R1DGE VENT p ri Date Revision / Issue i., �, w _ w - w _ " 5HIN6LE5 -_: <8 FELT PAPER ROOF SHEATH! I SIS RAFTS• Drawn RIDGE BOARDProject # RAFTER DETAIL C 5cal - COR—A— ENT 1-500 prp. DTA.. a e _. - 3V1 _ _.. �� _ _. _ .. ....,.._.. ...•..._.__.. .. _, . ._.... _. ,, . _ Shee -N O ` m