The URL can be used to link to this page

Home My WebLink About42238-Z Town of Southold 9/7/2015 P.O.Box 1179 0 o 53095 Main Rd sjjC gyp` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39885 Date: 9/7/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2790 The Long Way, East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-117 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/28/2017 pursuant to which Building Permit No. 42238 dated 12/13/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished attic space off of recreation room, unfinished basement front and rear covered porches, attached garage and outdoor shower as applied for. The certificate is issued to 7C Quinn Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0182 6/18/2018 ELECTRICAL CERTIFICATE NO. 42238 8/29/2018 PLUMBERS CERTIFICATION DATED 8/20/2018 RW' 'am Schwaub A th d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy SOUTHOLD, NY dol � Sao 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#: 42238 Date: 12/13/2017 Permission is hereby granted to: JC Quinn Inc 27 Service Rd A Calverton, NY 11933 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2790 The Long Way, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-117 Pursuant to application dated 11/28/2017 and approved by the Building Inspector. To expire on 6/14/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,933.60 CO -NEW DWELLING $50.00 tal: $1,983.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. LS, Zo 1'7 New Construction: X,, Old or Pre-existing Building: (check one) Location of Property: 2-7-11 O _r)hz 1-e71 "Losr{- House No. StreditJ Hamlet Owner or Owners of Property: Rt, Suffolk County Tax Map No 1000, Section 3 b Block Z Lot 0-7 Subdivision Pc_b b[e_ &eat Fa_("1Y1 S, Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � �!` plicant Signature o��OF SO(/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road to Fax(631)765-9502 P.O.Box 1179 aQ roper.riche rt(d-)town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: JC Quinn Inc Address- 2790 The Long Way City: East Marion St: New York Zip: 11939 Building Permit# 42238 Section- 30 Block 2 Lot: 117 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 61 Ceding Fixtures 30 HID Fixtures Service 3 ph Hot Water oil GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches 65 Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment 6-paddle fans, 4-bath fans, 7-ARC fault circuit breakers, 2-GFCI circuit breakers Notes: Inspector Signature: Date: August 29 2018 81-Cert Electrical Compliance Form.xls 9 Town Hall Annexg 3 Telephone(631)765-1802 54375 Main Road Fax(63 1)765-9502 P.O.Box 1179 Southold,NX 11971-0959 - i BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERTI ICAT-IO-N i 3 Date: AA 20, zna Building Permit No. '42'L38 - i Owner: (Please print) - Plumber. �h l `�� - cv"W i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I { Plum ers Signature)—" Sworn to before me this_L7 i day of � 26 l � 1 Notary Public, County- u MICHAEL S. EDELKIND AUG 2 4 2018 Notary Public-State of New York No.01 ED6162940 Qualified in Suffolk County B DING IDEPT� ' My Commia"IQO Exp, Marohi 10/201 o i a� �pE SOUjy �o� Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /] FOUNDATION 1ST AIP [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA ) REMARKS: .� wiy� oo jl� Swat, r � DATE S INSPECTOR pE SOplyo H O old 0 pm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . INSPECTION JFOUND UNDATION 1ST [ ] ROUGH PL13G. ATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V/ �co DATE INSPECTOR OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FR A M I N G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) v f� .REMARKS: ' �r (44 IfI - 1 t6 ul bL4 Olk DATE S INSPECTOR vv 3�5 �oF souTti o� H • O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION IST [ ] WUGH PL13G. [ ] UNDATION 2ND [ INSULATION ��'�� [ FRAMING / STR ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �/j REMARKS: � � O DATE g b INSPECTOR �O,f SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. `�courma�'' 765-1602 INSPECTION' ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARK DATE INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm��' 765-1802 INSPECTION � [ ] FOUNDATION 1ST [ ] ROUGH PLBG. v [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ZS �� INSPECTOR oe soulyolo * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTORS' SOF SOUK,° TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ -"FINAL Ae�) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONIn1[ ] CAULKING / REMARKS: Co d� (�a41�✓ Ind i Div tKvl.. r Utz ov DATE INSPECTOR ho��OE SO(/l�o� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION.' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL Xa--- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Vk 0 � et DATE INSPECTOR ENERGY EFFICIENCY CERTIFICATE Address: /tJ/� o n �, a City: State 1 Zip Code: c a Residential Compliance Path } �. (Only one shall apply) Prescriptive R O Prescriptive UA 1/j :ECD X Prescriptive U ❑ Performance 0 ERI ❑ Index: .. Component Values Ceiling R"or U-valuer U` Wood Frame Wall R or U-value: AA�7 ni Mass Wall R or Ll-value: I-V2 p Floor R or U-value: 7o Basement Wall R value: Slab R value: 0 Depth: +; Crawl Space R-value: Fenestration 0-factor. •30 SHGC: 3 o Skylight U-Factor: Ducts Outside of Thermal Envelope R-value: Supply R-8 U/ Other R-6 ❑ r► 'q Building Envelope Air Leakage: 4 0�A Air Changesper Hour. 'rA • f d r U Duct System Air Leakage: LO d tpl CFM' '100 ft': 3. 9, `' m Rough In Testing: ❑ Post ConstructionTesting. l u °A Heating System Efficiency: —off-3 A FVE Cooling System Efficiency. o Water Heating Efficiency: v Gas Fired Unvented 0 Room Heater. ❑ Electric Furnace:- 13' Baseboard Electric Heat:❑ E c y � This Certificate is based upon 2015 international Codes,- ! osAmended by the 2017 Uniform Code SupplementY o This Certificate shall be posted on orin the electrical distribution panel. ",", I a c 0, a VL , AUG -6 2018 DUMDMTG,DEPT T. Building Envelope and Duet Tightness eportgaa3�- 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test: 2790 The Long Way, East Marion NY 11939 Test Date: 8/29/2018 Building Pen-nit#: ipliance Pathway: Prescriptive o �`�/I Testing completed by: Christopher Silvia SNEI Rater ID#: 4150294 Home Energy Solutio s I NATE]D#:187 East Main Street AUG - 6 201 ICC ID#: 8417821 Huntington, NY. 11743 BPI ID#: 50021 631673-0664 L DP1G mr,?T• a Building Envelope Tightness Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 1,791 10.0 17,910 Sealed Attic 2nd 746 9.0 6,714 3rd 0 Attic 950 8.0 7,600 *The conditioned floor area of dwelling is calculated in accordance with ANSI Z765,except that conditioned floor area Total Volume: 32,224 includes areas where the ceiling height is less than 5 feet CFM @ 50pa: 1605 Air Changes/Hour @ 50pa: 2.99 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Leakage System#1: 1st Floor Duct Location: Basement Floor Area: 1,791 Leakage: CFM @ 25pa: 70 CFM/100 ftZ CFA: Code Compliance: PASS System#2: 2nd Floor Duct Location: Conditioned Space Floor Area: Leakage: CFM @ 25pa: CFM/100 ftz CFA: Code Compliance: N/A System#3: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ftz CFA: N/A Code Compliance: Rl/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2015 IECC as amended by the 2016 New York State Supplement, Section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by the 2016 New York State Suppleiunent, Section 4033.4. Signature: Date: Christopher Silvia, Home Energy Solutions Inc. 1HEA 1114 Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 June 6, 2018 Town of Southold Building Dept. Southold, NY RE; 2790 the long way East Marion, NY Attn: Building Inspector , Town of Southold, NY To the best of my knowledge, belief and professional judgment, the insulation & fire stopping at the above referenced address conforms to the NYS Building Code, NYS energy Code and the town of Southold. OAF? d sp NJGQ'y Subm o�so1® Robe �o�` La' . �F E� tect JUN 12 2018 1 1 • ' • • COMMENTS , Al FOUNDATION(IST) -------------------------------------- Irl' � 1�ai1 e ' • , ��I� ��LL��+•. � . . � amu , ► .� 0r� r .�['ROUGH FRAMING 1 • wym I ` PLUMBING �Ie7•w 1► i1. ENERGYMHARaW INSULATION PER N.Y. STATE . 1 ADDITIONALuo FILM A A $ VIE = 4,iU05 f1' ' rpo,Im � - .. mr.iril=Lfn... :(i% �1�1�/(. ,-- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? - TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 n Planning Board approval FAX:(631)765-9502 / 1 Suryey Southoldtownny.gov PERMIT NO. 4 lr° check Septic Form NYSD.EC Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Fort Storm-Water Assessment Form t Contact: Approved Mail to: JG_3Cc— �^� lQ,/g_A42q Zt Disapprovedalc 27 SeYz07c� Xio O!ty Phone: Expiration 1C 3� in pecto J c- f' a PLICATION FOR BUILDING PE Date /o V ?`7 20 t7_ NOV 28 2017 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pplans,accuarate plot plativto scale.Fee according to schedule. Fb..PIotplan showing loo ' of lot and of buildings on premises,relationship to adjoining premises or public streets or c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 2-7 'Re ri/ice Rod-A4 C&i/-fin NK IL`133 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder bW tifen Name of owner of premises, _ e. C ut a-t✓t t rx,. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -2-790 -M-e- Z Cas+ Inanon House Number Street Hamlet County Tax Map No. 1000 Section 30 Block Z Lot 11'7 Subdivision Pe�b bhq- 8eeL,,h 4Cc.rwtn , Filed Map No. Lot -b 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy. 110-c-&--A to-'d. b. Intended use and occupancy �c r.4 IF_ 4�✓ I'es j&n e-. 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2-70, 0-0-6 Fee (To be paid on filing tlus application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 12- 6 6 If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories w 8. Dimensions of entire new construction:Front aV--Y-" Rear t"`� Depth Height 2-11- it 11 Number of Stories / 9. Size of lot:Front Rear Depth "10.Date of Purchase J U �� 200 Name of Former Owner i 4 i non t 4 Z0,10, Aft cde 11.Zone or use district in which premises are situated k- �f0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X, 13.Will lot be re-graded?YES NO ,,Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises J,,C.Out Address Ce,(~& NY Phone No. Name of Architect Ro'p- < i-f i�a in s _ Address Wr -< Phone No Name of Contractor J.C. tDtxL'A rs Address e,I—" NXl Phone No. &3i-40`f 2-2-t(. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES V' NO *IF YES,PROVIDE A COPY. Pe bb le. 13e&-ii 'R�i STATE OF NEW YORK) SS: YAU 1+10TARYPUIILIC S CENG COUNTY OF S ) ltegistrat4on STATE COFMW YORK led in Suffolk County O hh C' C�+..«h..-. being duly sworn,deposes and says that(s)he is th �Expires Aug 20,a0 2L (Name of individual signing contract)above named (S)He is the c,4-ku-,,-A Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobefore me this ,p Z d y of �7 O J 20 /7 Notary Public ignature of Applicant t ' Cott A. Russell ° '� STOR-1\WWA TIER SUPERVISOR MAN A\(GrIEN/1[]EN7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 " Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'ITS PROJECT I WOLVE ANY OF THE FOLLOWINQ 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 f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. D D E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [DOF. 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 alcove,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit$your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. °`: 1000 Date District NAME- ,l t.tat 30 02- 1/7' f t Z-7 ff"A Section Block Lot ftmi""' �p p *"**FOR BUILDING DEPARTMENT USE ONLY Contactlnforma �31 yo��Z2,s f rr.tp,om Reviewed By: — — — — — — — — — — — — — — — Date. Property Address/Location of Construction Work: App ved for processing Building Permit. g O �4 �✓°4"l13 S Cater Management Control Plan Not Required. - LAST N1tc Stormwater Management Control Pian is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) —Do— IV? 30 o2- Stormwater Management Control Plan CHECK LIST N ,�pR,,, C_ QL41.µ1v section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. �Ic The applicant must provide a Complete Explanation and/or Reason for not providing Date: pP p p p p g (03l- -Za r i i y7 yo�� all Information that has been Required by the following Checklistl U depMne umber 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries (2es%.d •f,Q YJvb b. Total Site Acreage. FT c. Existing-Natural& Man Made Features within 500 L.F. / ' d gAgr, Shown of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing &Area of Proposed Land Disturbance. X f. Existing& Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing& proposed structures, roads, DRAINAGE INSPECTIONS driveways,sidewalks, drainage improvements& utilities. Contact TOS Engirippring @t 7r35-1CCn -C--- M h. Spot Grades& Finish Floor Elevations for all existing& Backfill- proposed structures. I. Location of proposed Swimming Pool and discharge ring. X 771= that the drainage has been installed i -[AA j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 2 2017 I. Location of proposed concrete washout area(s). k M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate Shall include butnot be limi a o: on-site the run-off from all impervious surfaces generated by a two(21 inch A ell maintained onstruction Entrance, rainfall/storm event. Wire Backed Sit Fencing, stabilization & - 3. Details&Sectional Drawings for stormwater practices are required for approval. Seeding of exposed and/or inactive soils. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. x b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leachinjq Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEER G DEPARTqKNT USE ONLY**** Additional Information is Required. Reviewed& ! ri Stormwater Management Control Plan is Not Complete. I Approved By: � — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: �� 17 ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 pF SO�jya`Q Town Hall Annex l Telephone(631)765-1802 54375 Main Road ax(631}765- 5 P.O.Box 1179 G� • Q roger.richert(a tOWHOut�Ola.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Y IT14 Date: Company Name: .vvM Name: License No.: 3 y p ► -M Address: - 13JO gD o o� Phone No.: c I JOBSITE INFORMATION: (*Indicates required information) *Name: t - *Address: ,J✓�9D ��cr Coin GSA y , e�45T' m *Cross Street: *Phone No.: G71 _ h4 Permit No.: �,�� Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1%00 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead (�J Additional Information: PAYMENT DUE WITH APPLICATION \ \ V ( , 82-Request for Inspection Form b `r6) 1 BUILDING DEPARTMENT- Electrical Inspector U TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'yA p0�' Telephone (631)76x5-1802-FAX(631)765-9502 'o J. Temporary Certificate # Date ��9a j1> 2018 Customer Name -7G�Af U(A(41 Electrician Name , g,!,�g,,!&ccy, o,G4 Address 2746 �ZOQ6- WK-4111 Phone 5-(6 2q- 94 6 �(1 e-mail &K-1 Pa9l6/,( e-mail Phone License# 34`07 – kC, Size 1Z,60 A Phase T Overhead Underground _ #of Meters Remarks E–LJ -7 �( #of Underground Laterals 1 2 New Y, "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 �� Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9,Q da a date above. Authorized by —�--- --------------- --------------------- o�o��FFO(,�caG Town Hall Annex �� yJ, Telephone(631)765-1802 54375 Main Road . Fax(631)765-9502 P. O. Box 1179 c/7 Z ' Southold, NY 11971-0959 �tpl � dao BUILDING-DEPARTMENT NOTICE OF''UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ° -1- is -,Zoll Owner: om: Locafiort•of Property: 2�`�? t'►:,� o?^ Lt1 Al s`t rtyta u:, Please.take notice that the�cha dk applicablerT l .r New commeref6ito,r,.re;sidenUatStructure :;;'addition to exist`ri '=+ "mmercia s 'r residential strum ` i- '' ehabilitatiQr ? existirig` i> iercia[ or resides structure !_: . ' �- .`+' to be cons 1``aT.perfarrriet# at the subjoetproperty referenc,eAb WV11ill Vulize (check applicaw& : _ TruVs�; e construction (TT) Pre-engjn6 bd*eod construction (PW) Timber c6nsRit3d0ft. C in the fol l 'ng location(s) (checkldppii6,gW,6;lind)`l Floor framing, including girder beiWns Roof framing (R) V Floor and roof framing (FR Signature: Name (person submitting-this form): Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Lail s hOW- cl w. �- Y I � I - - - I - SEP- 5 20t - - -- j � I I ; � I ' I i P.O. Box 734 Calverton, NY 631.369.1032 Fax 631.727.7923 f.-A" !6_Va 3 SURVEY FOR Hl, v3H'00'Ajn5 JOHN C. QUINN - PAGE 1 OF 2 L��r 7. lid DPIEIB COWA R Y�,XCa`�VATION' INS ECTIO�' R Uf9 � LOT 56 usEs FOR SAfi�6ilr P.`s YTS MAP OF PEBBLE BEACH FARMS FILE No. 6266 FILED JUNE 11, 1975 SITUATE Ln 01 3 x EAST MARION o TOWN OF SOUTHOLD W 57 0.0�, SUFFOLK COUNTY, NEW YORK 0 27 44.6 LA S.C. TAX No. 1000-30-02-117 LDW B�GWAiER " t 1 X usEs o SCALE 1 =40 q � 4a.e o JULY 25, 2017 OCTOBER 10, 2017 REVISED PROPOSED HOUSE 3X a �� c�_U\lD1N� 1 OPE 1(5 1 Os 43.e , ��\NCS m� LOT AREA = 21,602 sq. ft. 0.496 ac. pR0?6 P p'A�arw 0.Ft. 1 -' MOTES., N,oy N� !40 - 1 / pd CN Z�p\G; 2 �25 D' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �n n o 6 59 43.7 O GL�AF EXISTING ELEVATIONS ARE SHOWN THUS-..= 56 2. REFER TO FILED MAP FOR TEST HOLE DATA. x0 PO D r4�X05 OG�p�1_E 11 Op 3. 1 TANK; 8E LOING. 4'-CAPAC 3' WIDE, 6'-7" FOR DEEP QE P BEDROOM HOUSE IS 1,000 GALLONS. V,on 1? 4. MINIMUM LEACHING SYSTEM FOR 1-4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. _x?jOr 01 ti Y� ��, 1 p 1 POOL: 12' DEEP, 8' dia. 2Q' 'per p1 (% 43.0 2 �.•�- "-'J ;\ ' \` V'\P� p�°' 1St O .4 PROPOSED EXPANSION POOL R`r ttt--� V: a�'A O s '• P" O pRQposQU1\'t"" POUND ®PROPOSED LEACHING POOL c o �:��►i' Q\�; � PCCL E pip U� -/ CONC•MON• m o = O D\p,A 2 t m ®PROPOSED SEPTIC TANK f ~y 4' YvQg a, 42.8 270'p5 O i DR 1 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �is ?. HEDGE TEST HOLE DATA (TEST HOLE No. 1 AS SHOWN ON FILED MAP) -42`2�0 - - -- - E 42.0' 0' - 11 ¢ w• Z 11�� TOP 5'SOIL a.a o l 55 CLAY o a3.o w � LOT SUFFOLK IoUyqTy y�7tp� 3. {' F 4r3`:aj (z° r FOU C�MON•7 6.5914 a 5 � usESDPUB\OGWA'�R PERM-IT :;I+ ;`1R-e�'�a 1z01, OF -42,1 E Svc � `�-5i C MIXED SAND k CLAY ciRUCT701,11 F Z vf[SIe. :"e;,r'z�.L43 '.aiL^' a.48'fit EL 16.5 12' .�C[: 0i"'I b6 en 133 t TN_ I Os I m L D J a EL 1.1' 40.9' 2,$ ^ HIGHEST EXPECTED GROUND WATER �['cr� - (/X TEST WELL No. USGS 410705072210801 S 85599.1 PREPARED IN ACCORDANCE SURVEYS THE MINIMUM t SHED p9. gio��"�*� BY THE DS FOR TITLE SURVEYS ASD ADOPTED A BY THE LIALS.AND APPROVED AND ADOPTED T` � FOR SUQ THE NEW YORK STATE LAND '�C t1?�.^..�`Ir' ter DWE\�NGWAIER Cleanout must be Installed on ::.�`'""_ •"'�= A us the septic tank inlet waste line.All utilities itlesI L � �� 0`_ rw require a 5ft mini mum separation to , �y the septic system. O \ - ..r g DRAINAGE SYSTEM CALCULATIONS: I, ? HOUSE ROOF AREA: 2,585 sq ft. 1? ? _ N.Y.S. 'ic. No. 50467 N 2,585 sq. ft. X 0.17 = 439.5 cu. ft. - 1 -L:.C:r�.LS�'J z Sg T 2 l . a �.'0�,�1� =+ 439.5 cu. ft. / 42.2 = 10.4 vertical ft. of 8' dia. leaching pool required ��"• ' f�-r.--� V v: ■ PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS WITH GUTTERS AND LEADERS UNAUTHORIZED ALTERATION OR ADDITION >� TO THIS SURVEY IS A VIOLATION OF Natha v�rin III -..ro•.,,, DRIVEWAY AREA: 1,600 sq. ft. SECTION 7209 OF THE NEW YORK STATE v"t 1,600 sq, ft. X 0.17 = 272 cu. ft. EDUCATION LAW. 272 cu. ft. / 42.2 = 6.4 vertical ft. of B' dia. leaching pool required COPIES OF THIS SURVEY MAP NOT BEARING Land S eyor -- -------_- PROVIDE (1) 8' dia. X 7' high STORM DRAIN POOL WITH OPEN GRATE EMBOSSED SEAL SHALL NOT BE CONSIDERED 86'27'45" E $4.44' TO BE A VAUD TRUE COPY. N ' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE TEST HOLE No. 1 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout E LENDING INSTITUTION USIED HEREON,AND THECROSS WAY �1 Q TO THE ASSIGNEES OF THE LENDING INsn- PHONE (631)727-2090 Fax (631)727-1727 1 1 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS V THE EXISTENCE OF RIGH) OF WAYS AND/OREXISTENCE EASEMENTS OV'RIGHT O'OWAYSi 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 ' SURVEY FOR " q, STORMA'ATER MANAGEMENT NOTES: JPA E 2. OF 2 QUINN, 1 MATERIALS SHALL OR I BTE CONFINED TO THE URBANCE, AND R LIMIT OFAGE OF CCLEARING TION DETAILS 2. PR OR TO T HEN COMM NC MENT OFDISTURBANCEOWN ANY CONSTRUCTION ACTIVON THE APPROVED IT ES, STEEL OR WOOD LOT 56 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP•) MAP OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARINGRE4'D. WITHOUT WIRE MESH SUPPORT AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. PEBBLE BEACH FARMS THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE FILE No. 6266 FILED JUNE 11, 1975 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING W/O WIRE SUPPORT FENCESITUATE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE _':--' — EAST MARION SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ' SCREEN IS REMOVED. ,OW. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, f, ' `� TOWN OF SOUTHOLD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL SUFFOLK COUNTY, NEW YORK BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT � SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES • ''" 'ATTACH'FILTER FABRIC SECURELY S.C. TAX NO. 1000-30-02-117 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS '. ' ' ' ' TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED y' JULY 25, 2017 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE 'r` \\\ \R\ OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES //\////// // + /�//�//� / OCTOBER 10, 2017 REVISED PROPOSED HOUSE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED T�\` \/ SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Nor To I 50' MIN. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. I OR TO BE SUFFICIENT TO 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. KEEP SEDIMENT ON SITE NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTERHAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED i I SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 4 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF-SITE TRANSPORT. o OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF B I \A� FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) 1a; 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST Q --------------- SEEDED D � SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW O FLOW_ HAY BALES 2"x2" STAKES— IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF � � FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING COMPACTED BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION . r ;` l� �� ♦ DRAINAGE AND GROWTH. % /j\ _ �/� S�OPF a INLET I SILT FENCING AND/OR 10. VEGETATIVESUITABLE COVER VEGETATIVE COVERWITHCONTIGUOUSNMINIMUM FO UNVEGETATEDAREASNLARGER (, THAN 1 SQUARE FOOT IN SIZE. PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ \\/ 4 X 6" TRENCH --- SITE ACCESS-LOCATIONS--WITH—THE—EXISTING-ROADS,-TO-PREVENT- RUNOFF-,------- - ----- ------- --- --!/�\ - //�� --- -W/-COMPACTED_____,__ __ _ _ -- _-_ z OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET ` THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL ROAD peSTING GRADE (NOT TO SCALE) HAYBALE BARRIER ® INLETS (NOT TO SCALE) I HAY BALES AND/OR SILT FENCING COMPACTED 3 4STONE BLLEEND OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T.APPROVED R.CA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO ie'MIN.ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TEMPORARY CONSTRUCTION ENTRANCE AND REQUIRED PERIOD OF USE. NOT TO SCALE �(Nyp�L� SLOPE OR LESS CAST IRON INLET FRAME k COVER (FLOCKHART J63518 TYPE 6840) s STABILIZE ENTIRE PILE 1 FINISHED GRADE OR 8'THICK REINFORCED CONC. COVER11 r + fj +n_ WITH VEGETATION OR COVER 8"TRAFFIC BEARING SLAB 4 PIPE FROM ROOF GUTTERS CRUSHED 3/4' - 1-1/2' STONE b ALL AROUND Na�.S. Lic. No. 50467 � � � 0 4 LEACIPRECASr Ti j �°: �+' ; m REINFORCNa`ha 7/ �` � rwin III 3'-0' 4000 3._O.� �V � � � � - (min.) (min.) Lan rveyor E Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 I I SURVEY FOR aRAINAGE INSPECTIONS ARE REQUIRED JOHN PAGE C. QUINN Dw��WATFR Contact TOS Engineering at 765-1560 before 6 I ULOT 5 SES PUBV ackfill, OR Provide Engineer's Certification MAP 5 _ s at the drainage has been installed to Code. PEBBLE BEACH FARMS o FILE No. 6266 FILED JUNE 11, 1975 y i SITUATE y X EAST MARION 1 TOWN OF SOUTHOLD s7 70'� SUFFOLK COUNTY, NEW YORK %wr -- — - ---- 2 v' _---- - - ---- ----------=-- —cl-. FAX --- �cr a� d x usES P�c WAS LA SCALE 1"=40' r JULY 25, 2017 T OCTOBER 10, 2017 REVISED PROPOSED HOUSE fr EPNFLOP� 1 -- ft. 3 RyaX► - -I,'�'_��W;ENSITF � 1c16�1M1t5 1 "' LOT AREA = 21,602 s q. 20 °5V_ ) q.Ft. -41Z� G NOTES. 0.496 ac. Q b� fj9 E +T- P1- �tpL6' �25 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1986 DATUM C, 7�o N �j 43.7 O 1 ` EXISTING ELEVATIONS ARE SHOWN THUS:�y gra $ s L1 ' k+^'"�. M 56 1 2. REFER TO FILED MAP FOR TEST HOLE DATA. :6t 1�.: ;¢ .;•: 'LOT Yp1l� 3. MINIMUM SEPTIC TANK CAPACITIES FOR 1-4 BEDROOM HOUSE IS 1,000 GALLONS. 1L 5Sa' 03 1 TANK: B' LONG, 4'-3' WIDE, 6'-7' DEEP O 4. MINIMUM LEACHING SYSTEM FOR 1-4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Q;. a. ... . .. .......... ........... ....... .......... ....... �kfi i ................ .. ::.:: �,.:::•'f 1 1 POOL: 12' DEEP. B' dla. 43.0 Z ... .......:.X•.. ,� ...................... 2°� �•::::::�••.: ;::••::::.: p - `"'o:: ..i.� .:.�:. •;1(^....; "- -� .4 PROPOSED EXPANSION POOL a:•:�::':::. ;• ^t....r'•' :r.:. 1: U1 Op 'I Ut1U xO •••...a, �S:�i,;;_: _ ..•�•::. � P ,�iU1t',- W _/ CF Nom' ®PROPOSED LEACHING POOL P •:i ..�'y ° ':.bb.,.., Viii.'' 1P•X 2 Vy"' 11� '� O nn PROPOSED SEPTIC TANK O y'r y i _. de,D QI Au7 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 y Q OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. sy O 0, 6 25U 330�nP I• •�•� .:;` �' ' E TEST HOLE DATA - ° • 1 41.5 (TEST HOLE No. 1 AS SHOWN ON FILED MAP) cE o ' -�� g EROSION &SEDIMENT CONTROLS- -T___----__-- _--�' - ___--- --TOP-soIL-------- ---------- .--- ------------- ------- - --- - - ---- - -- - 0.5' — `�------- g - � y-- - '—--- --- -------- - Shall include but not be limited to: ?� zi o �� W - --55--- - - cur p ;yam cotes 5.76 59 40 LDTN WAR A well maintained Construction Entrance, 3 F USES p�euG Wire Backed Silt Fencing,stabilization & MIXED SAND � cur a Seeding of exposed and/or inactive soi W EL 12' C 4 g s EL 1.1' I I ' 40.9' HIGHEST EXPECTED GROUND WATER g £ TEST WELL No. USGS 410705072210801 S 85599.1 PREPARED IN ACCORDANCE WITH THE MINIMUM STAADOPTED EO B.,ARiwC{iRVEYS ASE - f,Y THE S:- APPR'617e AND ADOPTED FOR STATE LAND DW N WATER b 'VAFr ' USES PUgL1C - APPROVAL OF STORMWATER MANAGEMENT o CONTRO PLAN - o n Cod C to 236 ate• ; DRAINAGE SYSTEM CALCULATIONS: Approv d b r. ` HOUSE ROOF AREA: 2,585 N sq. ft. I 2,585 sq. ft. X 0.17 = 439.5 cu. ft. c. o. 50467 439.5 cu. ft. / 42.2 = 10.4 vertical ft. of�li dia. leaching pool required Ln. PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS WITH GUTTERS AND LEADERS u ORIz ALTERxnDN OR ADDITION DRIVEWAY AREA: 1,600 sq. ft. TO ON OF THE NEW YORVIOLATION K STATE Nathan in III 1,600 sq. ft. X 0.17 = 272 cu. ft. �W' --- 272 cu. ft. / 42.2 = 6.4 vertical ft. of 8',dia. leaching pool required COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor —— I THE LAND SURVEYOR'S INKED SEAL OR ————————— 84.44, PROVIDE (1) 8' dia. X 7' high STORM DRAIN, POOL WITH OPEN GRATE EMBOSSED SEAL SHALL_NOT BE CONSIDERED N 86.27'45" E TO BE A VALID TRUE COPY. d CERTIFICATIONS INDICATED HEREON SHAT RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. ' IS PREPARED,AND ON HIS BEHALF TO THE TEST HOLE No. 1 TILE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plaits - Construction Lay- THE CR�sS WAY S•° i LENDING ASSIGNEES THE HEREON,AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING NAND TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS ACES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Boz 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-1 Hti r I SURVEY FOR STORMWATER MANAGEMENT NOTES: .TORN C. PAGE 2 OFF 2 2 I. MATERIALS SHALLI BE CONFINED TOTESTURBANCE, AND R LIMIT OFAGE OF CLEARING ION I DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. LOT 56 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ti STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC IPOST (TYP•) MAP OF U.S. SIEVE AND GROUNDDISTURBANCE SHOWN ON THE APPROVED PLANS .G SHALL BE STAKED AT THE IG REa'D. WITHOUT WIRE MESH SUPPORT I PEBBLE BEACH FARMS THE SCREEN' SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE FILE No. 6266 FILED JUNE 11, 1975 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. G.C. SPACING W/O W/0 WIRE SUPPORT FENCE •.:: •• �• SITUATE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ""• EAST MARION SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE — SCREEN IS REMOVED. :••'�: .. •�:; ? FLOB TOWN OF SOUTHOLD 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, .•:'': �,;. �_ A- CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL :;•:•.:• .• ,• •• SUFFOLK COUNTY, NEW YORK BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT •: • •P. BASE OF THE REM 11DUn CII T C AUAelf FUTER-#ABRIC-SECUREEVY------- SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST JULY 25, 2017 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE // #; �� \ /\� OCTOBER 10, 2017 REVISED PROPOSED HOUSE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES \ ��, SILT FENCEE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED lar TO I 5W MIN. UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. I �Ew�NSESEawOSIrt 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ALT HAI ECSINAND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED i 1 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF-SITE TRANSPORT. OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 1] I \gay FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36' HIGH POLE (MAX.) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST 3 SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW HAY BALES O 1 r o FLOW 2"x2" STAKES D. I / r IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF f— (TWO EACH BALE) ¢f FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FLOW WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ti�•�� ••• ::ti X:: ��` 5�0; BACKFILL IDRAINAGE NLI s T FENCING AND/OR AND GROWTH. Pf 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER z \ PLAN VIEW THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 4' x 6' TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF i W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES " TRENCH BE SET 4 IN #" THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION 1�NG CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. HA BARRIER ® INLETS ROAD (NOT TO SCALE) I HAY BALES AND/OR (NOT TO SCALE) I SILT FENCING CONSTRUCTION WMANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: COMPACTED 3 4 STONE BLEND 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T.APPROVED R.CJL REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18'MIN.ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE To ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEAlPORARY CONSTRLI ' APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. NOT- TO SCALE AND REQUIRED PERIOD OF USE. 2 ( ) ( (7 SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART#63518 TYPE 6840) NOT' 1 FINISHED GRADE, OR 6"THICK REINFORCED CONC. COVER t �� STABILIZE ENTIRE PILE �, lie v, �j, 8"TRAFFIC BEARING SLAB 1'-0' (- p WITH]ETATION OR COVER (mox.) PIPE FROM ROOF GUTTERS �U %I, V, NV �, � � CRUSHED 3/4" - 1-1/2" STONE c ALL AROUND N Li No. 50467 � � \V y y 4, � 'o LEACHING RINGS 1k y 1 4 y � y Do REINFORCED PRECAST CONC. Nathan l in I'I 3'-0' 4000 PSI O 28 DAYS 3'-0" 11, 14, 11, 11, tel, 41 (min.) 4- (min.) — Land Surveyor o� 1 E Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCIPILE OFFICES LOCATED AT MAILING ADDRESS 1566 Main Rood P.O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 I I JOHN FOR JO11 pWEoyAG PIER N C. QUINN USES pUBE1C LOT 56 MAP OF PEBBLE BEACH FARMS FILE No. 6266 FILED JUNE 11, 1975 0 �z SITUATE EAST MARION TOWN OF SOUTHOLD mm s7 2�0 SUFFOLK COUNTY, NEW YORK LST G 446 S.C. TAX No. 1000-30-02-117 USESppUB1-1C WAjER CONC MON L,e SCALE 1'"=40' 438 A O JULY 25, 2017 zv G OCTOBER 10, 2017 REVISED PROPOSED HOUSE LP OV FEBRUARY 7, 2018 FOUNDATION LOCATION T Z 43.8 rn LOT AREA = 21,602 sq. ft. ss 437 OG 0.496 OC. E)9 43 43 con � � 765 437 e<� AANG 2 ,0 536 JOT 56 NOTES CP 1. ELEVATIONS ARE REFERENCED TO N.A.V.D 1988 DATUM 43 Op' O EXISTING ELEVATIONS ARE SHOWN THUS XXX 430 0 4.32 y N N �n N O i•, a 7'10 7- 434 Z z <� u! 43 22 y 43 5 '148 A_'' MON T G O 50 _ a 0 '' CONC w•2 80 ' mm SO mZ ``� ''_ 428 2��•�5 /�'�•-�►t�'y;:`� '�_i 340 D R,(( �`-.-. ' ��, HEDGE C r^ m CO m 42 9 I - 9 2018 Y� O 423 420 m MON ' " ,I `�, O - t•;lT.i`",.n,';;';t._• g� GONG S 7 6,59 Q0 V Lp EEUNCWPjER F; } OF _. » 110Li/ 421 D USES pUBE1C T® ®� Z b a w 0 o - N O O o. P E Iff��Oj� CE�Yl1��I THE MINIMUM A Pa11 TITL+Iy R,V�I 41 ESTABLISHED B@YY yyJ}SSL-�&gAN 1lYYOV D AND ADOPTED �TiT ASg�CPd. R'j HE-NF STATE LAND pWEEE1NGWPIER USES PUBEIC , r fn-0c 71, Y LIc No 50467 N ' J ' ` TO THIS SURVEY ALTERATION TI ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING ___—_--———— THE LAND SURVEYOR'S INKED SEAL OR 84.44 EMBOSSED SEAL SHALL NOT BE CONSIDERED N 86.27'45" E TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor TO Stanley J Isaksen, Jr LS ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno LS IS PREPARED, AND ON HIS BEHALF TO THE TEST HOLE No 1 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout �� C LENDING INSTITUTION LISTED HEREON,AND R 0 s s WAY� 42 0 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 1" TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P 0 Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY FOR pWE"1N� JOHN C. QUINN USES PUBu 1 LOT 56 MAP OF j PEBBLE BEACH FARMS o FILE No. 6266 FILED JUNE 11, 1975 y y SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LOT 2� ON• CONC. S.C. TAX No. 1000-30-02-117 _ DWEWNGWA'�R MW usEs Pueu� a SCALE 1"=40' o JULY 25, 2017 OCTOBER 10, 2017 REVISED PROPOSED HOUSE FEBRUARY 7, 2018 FOUNDATION LOCATION MAY 30, 2018 FINAL SURVEY cn o DRQ- 6 LOT AREA = 21,602 sq. ft. 0.496 ac. 54.0 n ao•n LOT 56 CONO MON• —� ,aCID �� 00 O Z D g OCK c R� w 2 N s O SEPTIC SYSTEM TIE MEASUREMENTS 8E1-G1 1a��`�,�' w p� ! O DR�N RLL"AY a 226 NN WpOp 0 MON• HOUSE HOUSE W �'\•r D 0�°B f - o, ° SiEPs 00N CORNER ❑A CORNER EB 'o O a° _'�IDCK o 0 4e O iv, �� N g�G1AN�a 9: a , a 5 5.t. A"� g.o'� 270,QcJ 1^� COVER SEPTIC TANK 22' 29' O w. LEACHING POOL 19' 50' c �� +9 Pool • COVER u+ O SEG .00, T �� O Z y SANKHEDGE Ilia 0 O 0oN0•001A• WA 4 » w z � 76.59 0 LOT � • s pyrEW�WA•�R } z usEs PUBU JUN U-& 2018 0. [ECEVE 104. 0 £ PREPARED IN ACCOR THE MINIMUM JULq ({ DD STANDARDS FO URVEYS AS�TABLISHED V�` 1 �U�� OR SUC THE I Sf;� IEWVQD D TITLE g� A6 F' C AL USES PUB C WAR P /�BUILDING DEPt q�\D ' i ®M®17' tOP',pe UTHq/LD SUFFOLK COUfg7Y DEPARTMENT OF HEALTH SERVICES z APPROVAL OI` C{?:VSTRUCTEO WORD,FOR .r.s .1>+ a. o4s7 N JUN A SINGLE FAMILY RESIDEIy i ®ate 8 201e CE® _ Nathan Taf in III � H.S.Ref.1110. /y UNAUTHORIZED ALTERATION OR ADDITION !Y 1 Q 1-7 —01 X `, TO THIS SURVEY IS A VIOLATION OF V P� SECTION 7209 OF THE NEW YORK STATE The SEWag@ S��I �, ($ / EDUCATION LAW. —— IRSpQCtBd alldll!!p y faplttes at this t , �ban i COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor _——————————— � FOR ddbbY��Vmtmmt or h to THE NAND SURVEYOR'S ESHALL INKED SEAL OR SI N 86'27'45" E 84.44' �F BWREMBOSSED SEAL SHALL NOT BE CONSIDERED ffVV�� TO BE A VALID TRUE COPY. vOMS• CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. , II ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE TEST HOLE No. 1 TRLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout THE CROSS WAY Cral Kne LENDING INSTITUTION LISTED LENDING HEREON,AND PHONE (631)727-2090 Fax (631)727-1727 g Aper, F.E., Chief To THE ASSIGNEESOF NOT TRANSFERABLE. offIC OFF10Es LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 t } REScheck Software Version 4®604 Compliance Certificate Project PROPOSED RANCH HOUSE . Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family , Project Type: New Construction Conditioned Floor Area: 1,791 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2,790 THE LONG WAY JOHN QUINN Robert Higgins EAST MARION, NY JC QUINN Robert Higgins Architect CALVERTON, NY 50 hidden acres path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com o *a o. - .. m g -� s "z" z r}*r .€rz rai ;sem; MR-1112i-1 d am'`S x IRMM Compliance: 5.6%Better Than Code Maximum UA: 319 Your UA. 301 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Cavity Cbnt.-, 'UA Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,791 30.0 0.0 0.033 59 Wall1:,Wood Frame, 16" o.c. 1,720 21.0 0.0 0.057 84 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 142 0:300 43 SHGC: 0.30 Door 1: Solid 60 0.400 24 Door 2: Glass 53 0.300 16 SHGC: 0.30 Wall 2: Wood Frame, 16" o.c. 195 15.0 0.0 0.077 15 Ceiling 1.: Flat Ceiling or Scissor Truss 1,314 30.0 0.0 0.035 46 Ceiling 2: Cathedral Ceiling 406 30.0 '0.0 0.034 14 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 bullpi g has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require s ' ted in the REScheck Inspection Checklist. ROBERT.JAMES HEGGNS Name-Title Signature Date 1 Project Title: PROPOSED RANCH HOUSE Report date: 10/20/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn Jay\2790 the long way Page 1 of 9 energy.rck NotREScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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. _e art €` ;4ones" ❑Com Requirement lies 'R 103.1, ;Construction drawings and p eq i ent will be met. 103.2 ;documentation demonstrate -`- }�' ' "❑ Does Not [PR1]1 !energy code compliance for the >'=„ . ''"` -; I 9Y P _ '-�-- ;❑Not Observable buildingenvelope.Thermal =- "' ``' `-f :. E< c`Y _.,n _ , :Y 3, Y=-=:<.;❑Not Applicable ienvelope represented on ,s a construction documents. _ _'F;z��s 103.1, ;Construction drawings and __ ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ' #❑Does Not - y 403.7 ;energycode compliance for {+•Fy= _ ;' P Not Observable [PR311 i lighting and mechanical systems. .Systems serving multiple _ _ _ ❑Not Applicable i !dwelling units must demonstrate ==1 `TM'-=- _ :compliance with the IECC 'Commercial Provisions. _ t} ' ,,',Heating and cooling equipment is Heating: Heating: ;❑Complies 'Requirement will be met. a'sized per ACCA Manual S based a Btu/hr Btu/hr i❑Does Not on loads calculated per ACCA Cooling P Manual j or other methods ; Btu/hrBtu/hr ❑Not Observable ; `r =`=" - - approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ___Medium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: PROPOSED RANCH HOUSE Report date: 10/20/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn Jay\2790 the long way Page 2 of 9 energy.rck . . ` :Requirement will be met. -'-;A protective covering is installed to EComplies protect exposed exterior insulation :E]Does Not -land extends a minimum of 6 in. below �E]Not Observable :E]Not Applicable 403,,,,9 Snow-and ice-melting system controls ElComplies ;,Requirement will be met. �[]Not Observable: :[]Not Applicable Additional Contments/Asourniptions: MHlgh impact (Tier 1) dium Impact(Tier 2) Low I m pa ct(TI Project Title: PROPOSED RANCH HOUSE Report date: 10/20/I7 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn Jay\2790 the long way Page 3of 9 energy.rck . . ` 402.1.1, 1 Door LI-factor. U_ U_ See the Envelope Assemblies 402.3.4 :E]Does Not table for values le ;[:]Not Observab ![]Not Applicable 402.1.1, ;Glazing LI-factor(area-weighted U_ U_ 'ElComplies See the Envelope Assemblies :[]Does Not table for values. :E]Not Observable 402.5 �E]Not Applicable 303.1.3 U-factors of fenestration products -,,,,--_E1Complies Requirement will be met. [FR411 are determined in accordance []Does Not :with the NFRC test procedure or ONot Observable ;taken from the default table. El NotApplicable 402.4.1.1 ;Air barrier and thermal barrier 'Requirement will be met. Complies [FR23]1 installed per manufacturer's ElDoes Not _�E]Not Observable "'22'—�_E]Not Applicable 402.4.3 iFenestration that is not site built Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting �or has infiltration rates per NFRC -Y ONot Observable _'EJNot Applicable 1400 that do not exceed code IC-rated recessed lighting fixtures lies ;Requirement will be met. ZEI Does Not sealed at housing/interior finish and labeled to indicate :52.0 cfm T]Not Observable leakage at 75 Pa. !Requirement will be met. 403.2.1 �Supply and return ducts in attics [FR12]1 'Insulated >= R-8 where duct is 3 inches in diameter and >= Observable R-6 where < 3 inches. Supply and �return ducts in other portions of LJNot Applicable :the building insulated >= R-6 for Requirement will be met. -403,-3.3.5 Building cavities are not used as [FR-15J3-,, Iducts or plenums. E]Does Not EINot Observable EINot Applicable piping conveying fluids R- R- :E]Complies !Requirement will be met. [FRI-71 above 105 QF or chilled fluids :E]Does Not below 55 PF are insulated to �!!R IE]Not Observable 3. :E]Not Applicable 403.4.1 ;Protection of insulation on HVAC N, ��,E]Complies :Requirement will be met. ODoes Not FINot Observable EINot Applicable 40353-�,-'-,-�''Hot water pipes are insulated to R- R- :E]Complies ;Requirement will be met. :E]Does Not �E]Not Observable ;E]Not Applicable 40 or gravity dampers are,':-,'- :Requirement will be met. installed on all outdoor air E]Does Not intakes and exhausts. ble 1 High Impact (Tier 1) 1,31 Medium Impact(Tier 2) Low Impact(Tie'] Project Title: PROPOSED RANCH HOUSE Report date: 10/20/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn Jay\2790 the long way Page 4of 8 energy.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) °° Medium Impact(Tier 2) °3 I Low Impact(Tier 3) Project Title: PROPOSED RANCH HOUSE Report date: 10/20/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn Jay\2790 the long way Page 5 of 9 energy.rck . . nstalled insulation is labeled !Requirement will be met. or the installed R-values E]Does Not E]Not Applicable 402.1.1, Floor insulation R-value. R- R- ;,DComplies :See the Envelope Assemblies 402.2.6 Wood Wood '0Does Not table for values. F-1 Steel E] Steel �E]Not Observable 303.2 Floor insulation installed per !manufacturer's instructions and E]Does Not 402.2 7 [IN211 in substantial contact with the underside of the subfloor, or fl E]Not Observable oor 'framing cavity insulation is in ONot Applicable contact with the top side of ;sheathing, or continuous I insulation is installed on the underside of floor framing and !extends from the bottom to the ;top of all perimeter floor framing 402.1.1, lWall insulation R-value. If this is a R- R- :E]Complies See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the Wood d :0Does Not table for values. El woo 402.2.,6 4all insulation on the wall I L-1 Mass E] mass tNot Observable [IN311 ;exterior,the exterior insulation I E] Steel E] Steel �E]Not Applicable :requirement applies (FR10). 303.2 1 Wall insulation is installed per -----,Mcomplies :Requirement will be met. 74 E]Not Applicable Additional Comments/Assumptions: . 11 High Impact (Tier 1) ITZ"I Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: PROPOSED RANCH HOUSE Report date: 10/20V17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn jay\2790 the long way Page 6of Q energy.rcw . . . . 402.1.1, !Ceiling insulation R-value. R- R- ;,DComplies I See the Envelope Assemblies 402.2.1, table for values, 402.2,.2, 0 Steel E] Steel ;[]Not Observable 402.2.6 1 IE]Not Applicable Requirement will be met. 303.1.1.1, !Ceiling insulation installed per OComplies 303.2 :manufacturer's instructions. E]Does Not [F1211 !Blown insulation marked every ElNot Observable _1EINot Applicable ted attics with air permeable 402,2 ",.,"Ven C o rn p I i e s ;Requirement will be met. insulation include baffle adjacent DDoes No to soffit and eave vents that F Observable extends o er insulation. Applicable 402.2.4 ;,Attic access hatch and door R- R- LJComplies :Requirement will be met. [F1311 :insulation ;�R-value of the PDoes Not !adjacent assembly. ;:[]Not Observable ;E]Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 iE]Complies ;,Requirement will be met. [1711711 ;ach in Climate Zones 1-2, and :E:]Does Not <=3 ach in Climate Zones 3-8. [:]Not Observable ',,DNot Applicable 403.2.3 !,Duct tightness test result of<=4 cfm/100 <=3 cfm/100 ft2 without air !,handler @ 25 Pa.For rough-in �[:]Not Observable :E]Not Applicable ;tests,verification may need to ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 Zicomplies Requirement will be met. (F12711 determine air leakage with ft2 ft2 :E]Does Not ,either: Rough-in test:Total !leakage measured with a t)Not Observable pressure differential of 0.1 inch w.g. across the system including ,the manufacturer's air handler ienclosure if installed at time of :test. Postconstruction test:Total !leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system 1 including the manufacturer's air ;handier enclosure. ;Requirement will be met. 403.3.2.1 ;Air handler leakage designated _M ElComplies E]Does Not [F124]1 'by manufacturer at<=2%of !design air flow. EINot Observable EINot Applicable Programmable thermostats `;QElComplies ;Requirement will be met. installed for control of primary 5 and EINot Observable .,heating and cooling system initially set by manufacturer to able code specifications. FIComplies ;Requirement will be met. Heat pump thermostat installe on heat pumps. Does Not EINot Observable ONot Applicable f`:_`P�4Circulating service hot water �4 ElComplies !Requirement will be met. E]Does Not systems have automatic or accessible manual controls. []Not Observable 11 High Impact(Tier 1) Medium Impact (Tier 2) ]Low impact(Tier 3) Project Title: PROPOSED RANCH HOUSE Report date: I0/30/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn jay\2790 the long way Page 7of g energy.rcx . ` ' 44 'ElComplies !Requirement will be met. E]Does Not mechanical ventilation system 46 tans not part of tested and listed HVAC:equipment meet efficacy E]Not Observable and air flow limits. E]Not Applicable Requirement will be met. Hot water boilers supplying heat 9 -34-IDoes Not through one-or two-pipe heatin systems have outdoor setback ry Not Obse able control to lower boiler water E]Not Applicable ;temperature based on outdoor S ElComplies !Requirement will be met. --Heated water circulation system "have a circulation pump.The []Does Not system return pipe is a dedicated o-__T1Not Observable return pipe or a cold water supply -"'[]Not Applicable pipe.Gravity and thermos- circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal—, loCcupancy. Controls mp lautorriatically turn off the pu when water is in circulation loop i is at set-point temperature and 4A J -'no demand for hot water exists. -_`�t"�M[]Complies Requirement will be met. Qm J--_J Electric heat trace systems !comply with IEEE 515.1 or UL E]Does Not ��'515. Controls automatically t Not Observable adjust the energy input to the tracing to maintain desired water temperature in the distribution systems that EDcomplies !Requirement will be met. TIDoes Not recirculation pumps that pump water from a heated water 'Z',[]Not Observable supply pipe back to the heated water source through a cold E]Not Applicable i water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the 10 Life pump and limit the temperat of the water entering the cold �water piping to 1049F. ElComplies, ;Requirement will be met. Drain water heat recovery units 31:]Does Not 131101:�--,,tested in accordance with CSA i,�M :�'..'TAB55.1. Potable water-side E]Not Observable pre sure loss of drain water heat wg E]Not Applicable recovery units < 3 psi for '�q individual units connected to one or two showers. Potable water- side pressure loss of drain water 3 vj7 Al g PON units < 2 psi for heat recovery NSA individual units connected to Ithree or more showers. ;Requirement will be met. '8", ElComplies 404.1 !75%of lamps in permanent "A [F1611 fixtures or 75%of permanent E]Does Not :fixtures have high efficacy la E]Not Ob J: servable Does not apply to low-voltage �lighting. Not Applicable El 464�J.-VL�i Fuel gas lighting systems have Complies :Requirement will be met. no continuous pilot light. -K L Observable 0Not Applicable pact (Tier 1) npact(Tier 2) Low Impact(Tier 3) _J Project Title: PROPOSED RANCH HOUSE Report date: 10/20I7 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn Jay\2790 the long way Page 8of y energy.rck . ' Dcomplies :Requirement will be met. ,4 Compliance certificate posted. El Does Not 'EINot Observable Z, LJ Not App licable Manufacturer manuals for El C o m p 11 e s Requirement will be met. !F11,81'-,--,4'mechanical and water heating 'Z E]Does Not systems have been provided. E]Not Observable EINot Applicable AdditionalKomments/Assmmptionm: pact (Tier 1) medium impact(Tier 2) Low Impact(Tier 3) Project Title: PROPOSED RANCH HOUSE Report date: 10/28/I7 Data fi|enanne: C:\Users\Adnnin\Oocunnents\COPY011O4\buUders\Qu|nn)ay\27gUthe long way Page Qof Q energy.rcx 2015 IEnergy II IIS to Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor, 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.40 0:30 Heating System: Cooling System:_ Water Heater: Name, Date: Comments iuss PLACARDINC,fjF .QUIp E'-ECIRICIL 11VSpEM0jy p A f RR AS N�0 T E D EQUIRED DATE-J2 -J2 -S OF ' CIDIE B -P N F E�E_E11- Ox T0',fVN CODES NOTIFY BUILDING DEP 11VIIIENT AT i US i9_EQUIR T"M 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS. I. FOUNDATI01\1 - TWO REQUIRED SO FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4- FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ` OR N' Y ALL CONSTRUCTION SHALL MEET THE ;CCU, A REOUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR USDE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE PL U111 C i'---R 7 IFICA TION OF OCCUPANCY ON L EA D CONTENT BEFORE CERTIFICA-TE OF OCCUPANCY SOLDER USED IN WATER Blower door SUPPL"'SYSTEM CANNOT and ductwork EXCEED 2/10 OF I%LEAD. testing required. Must Provide Manuals AD exterior fighting D,J and S as per installed,replaced or repaired shall conform NYS Energy Code to Chapter 172 ,of the Town Code PLUMBING RETAIN STORM WATER RUNOFF ALL PLUMBING WASTE PURSUANT TO CHAPTER 236 &WATER LINES NEED OF THE TOWN CODE. TESTING BEFORE COVERING Q W W W � z J Doom U) LLJQZ + w = z 48"HIGH KNEE WALL > O n( CY) vJ V Z N W - 5 U o _ w o io E,o Ua v oo E � w --t oE ` u w O ° w E o ° ° os J y.- W o �� ° C U - - — — — — — — — — — — — — — — — — Q � — — - - - — ATTIC �ccza o0 � � � � RECREATION ROOM 0 Li� m t °w GYB WALLS AND CEILING U o �° o ° °' 0° M.o° 0 0 ° ° o m Y INSULATED PER INSULATION SCHEDULE N in `? c a m'� > `o EXPOSED PLWOOD FLOOR 2v �'•`� ` ° ° o .� 3 L N.o 3 '= C C•�' IN ACCORDANCE WITH SECTION R303; EXCEPTION 1 &2 �• ��-- 615 0 0,`o c °a�� °c.0 cv PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SUL cn L y c v o•E•Eo= - IN ACCORDANCE WITH SECTION M1507 0 = +i � c t � _ m o AND ARTIFICIAL LIGHTING AS PER R303 EXCEPTION 2 0 C7 z E ° o a• 5 o 2 o o m o 8'WALL c2 @ U w L'�.N 0� E m� o a SMOKE 2'-4" o U P °'_`� > E : u;� ° ) c ALARM O — "`� --- � w m rn _ d c m ° m o 4AN � w ro N �� r0 =-Eo = = rz r_ c°�wa) ALARM Co ' ' ' ' ' ' ' wLi F- urnm � I- m'_0" h- 11'-0'/s"± i i 3'/z" 0 3Y J x 3'47/8 ------- N N ��. Q1 8'WALL - — — — — — — — — — — — — — — — — — — — — — — TW LL — — — — — — — — — — — — — - 3'/2" v w o_ i'1 • 0 REFER TO DWG-4 FOR ti w ROOF / CLG FRAMING 2ND FLOOR PLAN o 04 O~ SCALE: 114" = V-0" m z LLI o Q AREA SCHEDULE m LLJ W NAME AREA J U W Q 2nd Floor Area 689.5 sq ft. O IX ' �eI xo 4.5 CN 00 Fo N O PR 2 0 XM at ti G10 �/!`z. .; F,.`l.. .,:.:::. •:,�. .<. _r"1, TOS OF SOUTUOLD ; A 8 56'-4" 9 - ---------------- 20'-B" 21'-811 7'-0" 7'-0"LO m 4'CS-WSP 2860 4'CS-WSP - - - - - - - - - - - - --- -- - - - - - _ - - - — 2-2x10 a g" SQ" I I 3-2x12 (PURR BEAM OUT TO 8"J 3-2x12 o v w o COLUMNS BEAM ABOVE AS RE&D cm n-, o I I r Cn5'/" V, II U) CnU O BWL 1-1 - - - _ - - — REAR PORCH o °' 4'-8" I t9'4' GLG. HT• z w BEDROOM 2 ? CD CD ' 12-O" U w o � 9-O" GLCi. HT, v 4'CS-WSP CS-WSP a'CS-WSP 4'CS-WSP X' C -WSP 2860 2860 2830 8068 ,n N =ry 4° STEP DOWN 2-2x10 2-2x10 d® O (2)1-3/4"x11-1/4"LVL U) LO im Cn 6 cn co c0 in 2868 CHIMNEY ' 0 CHASE Q ne MASTER O 6-8 3I---?1 I_ ° S CLOS. -LL Cn ° W BEDROOM U o 0 W 0 �jJ Z11 O !' 2'_p" 1'12" J M co I 10'-O" rn U 0 O q J 9-O GLG. HT. O z J M � KITCHEN I d L BATH 2 FAN C, 40 Z Z - 5'/" NQS'-O" CLC%. O O OmM W O O D x q9'-0" GLC. HT, d IZ X HT. ~ QJN cDININC00 w " OCn S'-O" GLG. = Zz WQHt. ' a W = Z WALL U PAN. ° N BARN DOOR ON 0 N m LU O TRACK S -1 ` U `v O A w M _ _ _ _ _ _ _(3)1-3/4"x 18"LVL_ Z G!-OcJ• ,`°n �/, 3068 3068 - - - - - - - - - - - - - - - - - - - - - - - POST P 2868 � .- O 6-all I LVL 19'-8" LV 4' U _ CIC,IJ g J = o o 0 O O O 0 t-- in OF co Q m BTM. AT 8,-O,._ O rn XY .4 U d) 91-410 a cillO ~ 56 74'/2' Cn C Eo F_ Q to U m 4„ a 5'/z" o 0 o.E 12 ~ p 12 3068 u n n x x I o C7 mom' °' N j 7 I 11 II II( 11 11 1 ([, y•- L to ° Mw x 11 x x x I cp N V >T O U C O C ° HALF WAS L z . ( II x 111 �1 x I= GREAT x x x x x I t: i'G E Q ° � C@ f6 /CsLASS J u n u u x I— co O O N O O N C TCM TI ABOVE W I SN ER x x n( n n 1 Cil F- FROOM cn 0 O C v U rn w •-«L O U n n 1 n u u I L T W O C O. p U) tB p `° O ENG RE FAN �, --- o BEDROOM 3 = Y >a = CL 0 U - --3-4" 4-- Z J 9'-O" GLG, HT. U o 3 o O c R m g'w UTIL• W a ° N ) N w U W cD �x � N .0 �� L ` � 00 N C'V 1? (0.CC N SEAT — � U Iw HT. n1 U �� o iT or ° a t I - -- --- �0 YQ �B N N V 'O N C .�. C �'V C d I 1 as 6g 2-2x10 �`;0 M `� E � m ° w 5K" _� 0,6 - BEARING `m.- Z.� i? Q 1Ln c atii o c c-EW m� _ _ __ WALL 4'CS-WSP 4'CS-WSP m o �w ._.__._._ _.__._. _._.__._ _-__-___.... ..- __._._ .__.__.._... ...-_...____. 19'-4" L O 7-O 7 L C C.� 3'-4" 1-411 41 10 UP 2860 F- m o F— co E a._ o n - 4'-11" 5'/z" CfJ EN DR ER I I 0 ' CJ.TOR• XTE 10 I O Z 0 9'-O" CLCx. ST IR T m DN n1 START VAULT U HT. B E EN ' N M PLATE HT. 4" STEP DOW BWL 1-2 2-2x10 2 2x10 2-2x10 - - _ _ _ _ _ _ _ a0 2868 3068 4 LJJ ; o o MIN.HEADRM GB METHOD 12" STEP 3060 4'CS-WSP 3060 4'CS-WSP 3068 C -W P � N �} I u RISERS CLEARANCE RISER DOWN 2'-11" 6'--1° 61-7x o° 1-7u �O 4-8 @ STAIR 6'-8' CL I W FURR BM. FRONT PORCH U) Cl) OUT EVEN fS'4' CLC%. HT. I I ' �✓ cL - - - - - - - - - -' — - - - --- --6'---10--1' -- -- [] i75 STEEL DOOR,SOLID WOOD o INSULATED SOLID CORE U OF COLUMNS vDOOR(MIN. 1-3/8"THICK)OR 3-2x12 OK 0 20-MINUTE FIRE RATED OR — _ - - - - - - - - - - - - -I EACH WEATHER STRIPPED 0 IK W/SELF CLOSING DEVICE. O r 61-211 6-8" ------------- Z 0 J w (FURR BEAM OUT TO 8" BEAM ABOVE AS RE&D. x N 22'-4" (3)1-3/4"x 14"LVL u� A - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 8 w — — — — — — — — — — — — — — — — — — — — — — — — W � POST POST E- �CN„ LVL LVL N O Z ~ Oj 10 Cn Nr - - - - - - - - - - - - — — — - - — — " - - "� N w O 00 W GARAGE 1 N "t W DWELLING GARAGE I ~ > N Q SEPARATION IN I � UO () ACCORDANCE WITH to I IRC TABLE R302.6 o O l SEE DWG-1 FOR TABLE L) = v I INSULATE WALLS z BWL 1-3I COMMON WITH LIVING — - -' - — - — - - — AREA UCn l F� I I co � POST (2)1-3/4"x11-7/8"LVL POST POST CS-WSP CS-WSP POST ('V M 2'-I m 'o° 18'-O° 2'-6" m T rA ( J 23'-0" Ir 63 R312.2 WINDOW FALL PROTECTION NOTE: �b � M .fl 9'-1" PLATE HEIGHT OS Smoke Detector Carbon Monoxide Detector U t t4o TOP OF THE WINDOW SILL SHALL 1 ST FLOOR PLAN co Refer to DWG-1 General Notes � N .� BE A MINIMUM OF 24" ABOVE THE FINISHED WINDOWS & SLIDING DRS ® � FLOOR AND GREATER THAN 72" ABOVE THE FINISHED Plans indicates SILVERLINE Series 2900 Dble SCALE: 1/4" = 1'-0" In accordance with Section 915 of the o M s Hung Vinyl Window Model Numbers and shall be 2015 IFC as amended by the NYS GRADE OR OTHER SURFACES BELOW ON THE FIRE BLOCKING SHALL BE INSTALLED uniform code supplement EXTERIOR SIDE OF THE BUILDING. SHALL In accordance with IRC R609 IN ACCORDANCE WITH IRC R302.11 G To be designed & installed as per manufacturers THRU R302.11.2 AND DRAFTSTOPPING ��D ARC COMPLY AS FOLLOWS: g p 12 THRU R302 . . . PER R302121 specification for 140 ultimate design wind speed and IRC Table 301.2(2), 301.2(3) AREA SCHEDULE R312.2.2 WINDOW OPENING CONTROL DEVICES: Q WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Glass Type: LoE2/Argon; U <_ .30, SHGC <_ .30 NAME AREA I EGRESS: shall meet R 310 1st FLoor Area 1791 sq ASTM F 2000. THE OPENING DEVICE AFTER OPERATION ft. 2 TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO WINDOW FALL PROTECTION: shall meet R312. Garage Area 522 sq ft. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Substitutions made upon meeting Code. 04 04,- TO MEET EGRESS R310.2.1 See page one, general notes for additional gip;: code requirements. I A 8 Q ________________ J 20'-CII 211�a I I > 9 m 11'-211 CJ ---- ------- m T-0" T-0" m 4'CS WSP 2860 U-) 4'CS-WSP - - - - - - - - - - - - --- - - - - - - ❑ - - - — " 3-2x12 (FURR BEAM OUT TO 8") -2x12 0 2 2x10 Q COLUMNS I I BEAM ABOVE AS REO'D -v �\ 5vz' to Cly I I ;/3 01 U) c� U En BWL 1-1 N bo O — - - - - — - - - OUTDOOR 914/2018 I REAR PORCH II SHOWER HEAD 1 1 I I iS'-411 GLG, HT, c7 z II II I I W BEDROOM 2 2-8 4'-811 12'-O" e'-O° GLCi. HT, 4'CS-WSP 4'CS-WSP d'CS-WSP 4'CS-WSP 8068 N C -WSP 2560 2860 2830 2-2x102-2x10 —_- LO 7 4" STEP DOWN ` - DI 1 CL (2)1-3/4"x11-1/4"LVL m DM 4 d 48"HIGH KNEE WALL ° ni o / co _ w 2868 CHIMNEY I I o CHASE Q v m 6-8 3-2 cn 0 N MASTER U) w O CLOS, c' W Ce LM DO sees � BEDROOM k _ O V �n 0 41' 9'/""+ o o - Z 9'-O° GLCx, HT. ® 2'-O" I'�24y z 7n co 10'-O° z rn v J O o :"— " _ MAk M J © I BATH 2ly `T Ua U LU I Q v FAN ul -40 Z _ �, a- 51/2" 0 KITCHEN a I m = o � � 9-o CLE. 0 X o _o 0 a W O O D 9' O CLG. HT. M cn W N d 10 Q N _1 HT. - cr) p w -v Im J z _ DINING - _ LU W O � til J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q — — — — — — ATTIC Z 0 I, Z e'-O" cLG, = o p "' W W Q Z RECREATION ROOM o o = AN.� — I HT. W y Z GYB WALLS AND CEILING L) <" P I p _ a INSULATED PER INSULATION SCHEDULE " ' z - WALL " N W UNCONDITIONED g'-6" 6'-6" I s. o I— €XPOSED PLWOOD FLOOR iN BARN DOOR ON o_ i' 9/4!2018 "� W 22 v IN ACCORDANCE WITH SECTION R303; EXCEPTION 1 &2 STORAGE SPACE TRACK (s �,, z _ O PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM I UL _ N 2468 _ — — — — —(3)1-3/— — LVL — — — — — — — — — — `y o 9/4!2018 3068 3068 - x — _ - - - - - - - - - - - - - - - - - - - - IN ACCORDANCE WITH SECTION M1507 0 = �1 61_ II PO P 2868 y` -fir `✓ M AND ARTIFICIAL LIGHTING AS PER R303 EXCEPTION 2 o in z k _ m II LV 19'_8" LV 4'0' Z CN U 8'WALL `o ( U W I � o M O SMOKE 2'-4" o v _ c" C7 S }- co p BTM. AT 8'-0 0O ALARM O I I H/j D .AI I I cn oo tt o ' z r N I n CD O f- c I FAN " I <t X aL U g-4 cn V-16" 7'-41/," E.o ALARM co o I I I I w , N - 1�W- (gyp 0 m 4" 0 5'/." 0 4 a`, ` co C) I I I I I I 0F 11'-0/z'± meq, ,_ - to 3068 " C7 .c d.0 ° E 3/ Q -' o� �I O p i 0 0c t m L I I I I I I 31/2" ' u n I u u n I O U r M N N 2'? O a 0 N I I I I I I tY Q N 1 7 I N II I 111 II 11 I O c - .L.._—:E E L-r-- -------- U � Vr II u I n n u 1- r (D NV rp O U c V to -- -- - .- Z n u 1 n a n I- cn HALF WALT GREAT _ 3��/" N G STOM TI ABCVES W e n n I n u u _' ` n II I III II 11 � � � M O— � O U T-41/8" F.. T C C d O U N W (6 8'WALL I II II 1 III II n I ROOM F_ 0 0 C Q w O - o =Y u T-11 4 wCsLER FAN x II- II I n II I' '----- -- O N C7 o m'N3.0 a� 0 vi ° Uy — - - - — — — 8'WALL — — — — — — — — — — — — — - O � ENC RE N LIN. W I - -- -- 0 ° BEDROOM 3 Z c E y >N0" - --z �' U 7468 - ( a ----3 41- -' z 91-011 GLG, HT. U o o o o a 9-2 ai n m Z C� (D!Eo o s o c 3V? ------ J BO _ UTIL, _ W z � __ 0 � N� 2'8" W SEAT I 9'-O" CLCa. o U N Cn m E c o 0 rn o L c 9/4/2018 O rry�m HT, -� - -- X to nag �� = o c o cn _ i+1 I s I u .286 N 2-2x10 u� `t t '/n m L= E E o a BEARING E E'- E c viv cU c UNCONDITIONED 5'/' WALL 16 c ai_ C.Q N C N O O -- .-.._.... -- _..--- ---- - - - 4'CS-WSP 4'CS WSP m c a E is 0-o aa) °o 0 STORAGE SPACE - 3'_411 1 411 4' 101 - uP 19'4" t o r 2860 F- c� wm � 1- mEo�on 4'-11" 5V�' 9/4/2018 �, EN DR ERI I (7 STOR, xre to o z C? 9'-O" CLG*. 5T IR T m DN I cX 0 START VAULT A U) HT B E 1EN y ' N M 9'-0" PLATE WT. 4" STEP DOW to BWL 1-2 2-2x10 U 2-2x10 2-2x10 � - - — - - - -- I � 16, 2868 - -- - -- 3068 0 MIN.HEADRM GB METHOD 12" STS 3060 4'CS-WSP 3060 4'CS-WSP 3068 C -W P l2)6" DOWN 1 u 1 u I n U 1 u O CLEARANCE 2_ll 6 "� 4'_811 RISERS @ STAIR 6'-8" RISER 2ND FLOOR PLAN �' FURR BM. FRONT fn0RCH co OUT EVEN t9'-4" CL(S. HT. SCALE: 1/4" = 1'-O" I I STEEL ATED DOOR,OSLID CORE/ L) OLID WOOD v OF 0 ;n REFER TO DWG-4 FOR I U I DOOR(MIN. 1-3/8"THICK)OR — —COLUMNS — — — 3 2x12 — — — _ N I I COLUMNS ROOF / CLG FRAMING0 20-MINUTE FIRE k1 4 I EACH WEAT ER STRIPPEDDOOR. _ _ _ _ _ _ _ ❑- - - - - - - ❑ - - - - - - ❑ AREA SCHEDULE I U IK I W/SELF CLOSING DEVICE. NAME AREA = w F 4 fol-211 (0'-811 -----61-10'1---- 2nd FLoor Area 689.5 sq ft. I k 4 ,n I (FURR BEAM OUT TO 8" ------------- -- SEAM ABOVE A5 RE&D. 22'-4" (3)1-3/4"x 14"LVL in A - - - - - - - - - - - - - - - - - - - - - - - - - - -_ — 8 o cfJ — — — — — — — — — — — — — — — — — — — — — — — — W I POST POST f- N LVL LVL N O ao ~ � tJ) T'_ 00 ox �9 W CN 0C11 Q GARAGE CO I O W DWELLING GARAGE I F- > N Q U W U SEPARATION IN U) O N a I ACCORDANCE WITH F_ I >y cn ( IRC TABLE R302.6 o O I v SEE DWG-1 FOR TABLE v ( INSULATE WALLS z I v BWL 1-3 w I AREA COMMON WITH LIVING — LU U) I X I N (n O (2)1-3/4"x11-7/8"LVL `* POST POST 18080 POST CS-WSP CS-WSP POST � N m z r- Q a � `T \J J J V r� 1CJ 1-011 21_�II M CJ 1G >m 23'-0" 19'-9'/2" 13'-61/2' V Z O cn R312.2 WINDOW FALL PROTECTION NOTE: O Smoke Detector �{ N , M ,0 9'-1" PLATE HEIGHT � � � � TOP OF THE WINDOW SILL SHALL co Carbon Monoxide Detector ,. bn .fl BE A MINIMUM OF 24" ABOVE THE FINISHED WINDOWS & SLIDING DRS 1ST FLOOR PLAN O Refer to DWG-1 General Notes FLOOR AND GREATER THAN 72" ABOVE THE FINISHED Plans Indicates SILVERLINE Series 2900 Dble SCALE: 1/4" = V-0" In accordance with Section 915 of the o �, Cz Hun Vinyl Window Model Numbers and shall be 2015 IFC as amended by the NYS GRADE OR OTHER SURFACES BELOW ON THE g y FIRE BLOCKING SHALL BE INSTALLED uniform code supplement EXTERIOR SIDE OF THE BUILDING. SHALL In accordance with IRC R609 IN ACCORDANCE WITH IRC R302.11 = a O THRU R302.11.2 AND DRAFTSTOPPING To be designed & installed as per manufacturers -`i'•�W:� • COMPLY AS FOLLOWS: g p PER R302.12 THRU R302.12.1 specification for 140 ultimate design wind speed D (� [E �,f"� and IRC Table 301.2 2 301.2 3 AREA SCHEDULE L5 i1 1 R312.2.2 WINDOW OPENING CONTROL DEVICES: � �' 4 Glass Type: LoE2/Argon; U :5 .30, SHGC <_ .30 NAME AREA , . WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION EGRESS: shall meet R 310 y 1 st FLoor Area 1791 sq ft. SEP - 5 ?01$ WINDOW FALL PROTECTION: shall meet R312.2 TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Garage Area 522 sq ft. n, Substitutions made upon meeting Code. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE ,. See page one, general notes for additional ; TO MEET EGRESS R310.2.1 code requirements. GENERAL CONSTRUCTION NOTESFASTENING SCHEDULE TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD 2nd Printing, as adopted by NYS and the 2016 Supplement. 15. No backfill shall be placed against the foundation walls MINIMUM LOAD LOAD NUMBER AND TYP SPACING AND Is p until the first floor framingin lace or brace the foundation DESCRIPTION OF FASTENER LOCATION Code books included but not limited but not limited to: inches Uninhabitable attics without storage 10 2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement with or without shower head Uninhabitable attics with limited storage 20 10 16. Double joists under parallel partitions and under whirlpool tubs. Bathtub ( ROOF FRAMING Energy Conservation Construction Code; NYS 2016 suplement to the New York State Energy conservation construction code (revised August 2016) Plumbing code; Fire code; Double around openings in floor and roof framing. and/Or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 Mechanical code; Fuel gas code; Existing building code; Property maintenance code Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1112")OR EACH RAFTER,TOE NAIL ercede the drawings and shall be incorporated into the flashing s 2 ALL CODES shall su 17. Metal flhihall be installed were concrete abuts wood, Balconies{exterior)and decks 40 10 3-8d COMMON p g p Clothes washer standpipe e 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. and were decks abut house framing. EACH JOIST,TOE NAIL Fire escapes 3-Sd COMMON Dishwasher on separate trap) - 2 40 20 CEILING JOISTS NOT ATTACHED TO PARALLEL 18. Install joist hangers at all flush structural load bearing conditions. Floor drain 2 Guards and Handrails 200 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions 1 g g CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 19. All habitable rooms shall be provided with aggregate glazing area without dishwasher and food waste disposer) 1-1/2 COLLAR TIES 4-10d Box 3. The contractor prior to the start of construction shall verify all of not less 8 percent of the floor area of that room, and the minimum p 1/2 passenger vehicle garages 50 5 OR 1-1/4"X 20 M3N OR FACE NAIL TO EACH RAFTER dimensions, existing or new and be responsible for field fit. Laundry tub one or more compartments - a RIDGE STRAP 3-10d COMO3" openable area to the outdoors shall be 4 percent of the floor area being Lavatory Rooms other than sleeping rooms 40 10 6 RAFTER To TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ventilated. Refer to IRC Residential Code section R303 Shower (based on the total flow rate through Sleeping rooms 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE shall be installed in accordance under latest State approved Building Codes. p g 30 10 OF EACH RAFTER OR TRUSS All systems are to be designed, installed, &specified b the general contractors; HVAC, 20. All window and door headers to be 2-2x10 unless noted otherwise. showerheads and bodysprays) Stairs 40 20 Y 9 Y g 4-16d OR electrical or plumbing sub-contractors. zo 20 Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL gpm and less Vent range hoods as per IRC Section M1503 Electrical certificates are to be provided the electrical contractor. 21. Vent dryers to exterior as per IRC Section M1502 5.7 m 1_1/2 Roof 3-10d COMMON 3-16d BOX OR END NAIL 2-16d COMMON 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity Bathrooms/mechanical ventilation as per IRC Section M1507 More than 5.7 gpm up to 12.3 gpm 2 8 gpm 33 gpm up to 25. of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall More than 12. ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING be the responsibility of the general contractor to verify the depth of all existing footings 22• Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, 165 COMMON disturbed by construction. p p g Rafters having slopes greater than 3112 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C. FACE NAIL outside of each separate sleeping area in the immediate vicinity of the bedroom no finished ceiling attached to rafters L/1 809 TO STUD AND ABUTTING STUDS AT 16d BOX 916"O.C. FACE NAIL Where the building official determines that in-place soils with an allowable bearing capacity and on each story of the dwelling, including basement and cellars and not less than INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be Interior walls and partitions H/180 10 BUILT-UP HEADER 16d COMMON 16"O.C. FACE NAIL ALONG EDGES interconnected and hard-wired to a commercial source. (38d B x 0.162") be determined by a soils investigation. TABLE R302.6 Ll3so 5-Bd BOX(2-112"X0.113") WHENEVER an alteration, addition, or conversion is made to an Existing DWELLING - GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD TOE NAIL Residence, the smoke detections stem of the ENTIRE residence must be All other structural memebers OR 4 O COMMON 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have Y L/24o 12 TOP PLATE To TOP PLATE an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, brought up to code, hard-wired and interconnected. SEPARATION MATERIAL 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL p g y p p p Exterior walls with stucco finish H/360 Q garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 NOT LESS THAN 1!2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE of END International building code and NYS amendments. 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 FROM THE RESIDENCE AND ATTICS EQUIVALENT N THE GARAGE SIDE Exterior walls-wind loads/brittle finishes L/240 13 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) W �j 11J All Concrete shall conform to the latest ACI standards. of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. Shall be Installed outside of each separate sleeping area in the immediate FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loadsBOARD rSIEUSMIC/flexible finishes L/140 BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH)BL12-16d(3-1/2' x 0.135 E TOP PLATE SPLICE SDCs A-D2 WITH ) �FACE NAIL ON EACH SIDE OF END (^ 0 v Reinforcement: Steel reinforcement shall comply with the requirements vicinity of the bedrooms. combination carbon monoxide and smoke alarms L=span length,H=span height 7 Shall be permitted in lieu of carbon monoxide alarms. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL z Z of ASTM A 615, A 706 or A 996, USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL I-I'"I O Q Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), IRC TABLE R802.5.1(9) 0 m required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2 8 All CO alarms shall be connected to the lighting circuit with no intervening wall NOT LESS THAN 1/2"INCH GYPSUM BOARD BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL q ( ) GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION 15 LL switch with battery back-up. Battery-powered alarms are not allowed. APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS 2-16d COMMON 2 EACH 16"D.C. FACE NAIL uJ Z DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA W Q Location of Reinforcement: The center of vertical reinforcement in basement walls shall be RAFTER RAFTER GROUND SNOW:20 PSF 24. WALL BRACING: Buildings shall be braced in accordance with IRC 16 3-16d BOX END NAIL z located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). g SLOPE SPACING TOP OR BOTTOM PLATE TO STUD 2-16d COMMON Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located section R602.10.4.2 Continuous sheathing method. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN to provide a maximum cover of 1-1/4 inches from the inside face. End conditions for braced wall lines for the continuous sheathing shall conform SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 3-10d BOX to Figure R602.10.7. Braced wall panel connections 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL CD 9 p RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS vJ shall comply with nailing schedule and Figures R602.10.8 1 & R603.10.8 2 SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 U Concrete basement foundations shall have horizontal reinforcement as follows: p Y 9 9 ( ) ( ) Based on R404.1.2(1)- (includes basement entrances and window wells) NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE 3-$d BOX FACE NAIL 2-8d COMMON Z N W •�.� Less than 8 foot Wall Height: One#4 bar within 12 inches of the to of 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be g p provided to transmit the applicable uplift forces in section R80211.1 from the 3: 12 16"O.C. 5 8 10 13 wall and One#4 bar near mid-height of wall. p pp p Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of roof assembly to the foundation. TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 I� o " wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood structural panels - c E.N 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 5: 12 16o.c. 3 5 s s o 0 ` w rn- a� 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 r rn CD E 2 ° o`o s as per Table R905.2.4.1 of the IRC Residential Code. FLOOR FRAMING m 8 � � Framing lumber shall be DOUG-Fir Larch;p#2 or better, E=1.6 X 10 P Type Less than or less than or less than or o= T.s� 8 o a �� E Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"0,C, 3 4 4 5 E Z z a o o m Min. Fb for dimensional lumber= 850 psi q q q 4-8d BOX 3 °' ° d c o copper roofing nails, minimum 12 gage shank with a minimum- 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL = " v'n m c m w ° 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing 12: 12 T1s o.c. 3 3 4 4 3-8d COMMON �, o•- o o Z 5 1- o 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: P 9 9 No 8 Wood screw 6'o.2 o 0'�- �;0°0,- a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON c a` 2 Y ;� nY w `o 22 6"O.C.TOE NAIL 2D m c o m•- CrO c but not less than 4 per stri on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) i0d BOX �,t y o 3 s C.E Z.3 0 a) or stainless steel. p p 2 inch embedment _ _ b.) Use Copper flashing Only against ACO Lumber Sill Plates lenght BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS S O U`•- O L O U 27. Flame Spread Index: R302.9 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT o o c c a U 1.11 L c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc BLOCKING TO JOIST 2 10d BOX ° a) c N 23 2-Sd COMMON EACH END r„ In ��:- � E CONNECTION SHALL BE INCREASED AS FOLLOWS: m m•-•- c L m (A,2:= `o E shall be Hot-Dipped Galvanized or Stainless Steel. wall and ceiling finishes shall have a flame spread index:5 200 No 10 Wood screw L a N `� ° - o PP 4-16d BOX c ° 6 w 's O C Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies based anchor with 12 inches 9 inches HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL �? o C w? c 0 w 2 0 11 &attics shall have a flame spread index:5 25 16 inches on center H C / H r 3-isd COMMON `.- 2 c `= E 2 iv o y 9. All Engineered Wood Products such as TrLus Joists, Micro-Lam, etc shall be p 2 inch embedment on center on center L " `�-E c t via cU c installed in accordance with the manufacturers latest installation details, 2 c len ht 1 / 3 1.5 3-16d COMMON `�N c - - Q m c�i a L v° 9 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL c a E m m n a C)w Framing connectors, Allowable Hole diagrams, specifications, etc. Smoke-developed Index: R302.10 1 /4 1.33 4-10dBOX � aN� D- H � Encon "Micro-Lam" Design Stress: E ' 1.9, Fb = 2,600 psi, Fv= 285 psi wall and ceiling finishes hava a smoke-developed index s 450 1 / 5 1.25 4-1od BOX Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies 26 BAND OR RIM JOIST TO JOIST PER JOIST "Parallam PSL" Design Stress: E ^2.0, Fb = 2,900 psi, Fv= 290 psi 1 / 6 1.20 3-16d COMMON Z &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 a. This table is based on 180 ultimate design winds speed and a 33-foot mean roof height. 10d Box 24"O.C. FACE NAIL TO TOP&BOTTOM "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv= 300 psi 9 p 9 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES O 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended b. Fasteners shall be installed at opposing ends of the wood structural panel. W 10. R310.1 EMERGENCY ESCAPE AND RESCUE; Required in BASEMENTS, by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT pp g W � ~ -0 each sleeping rooms in basement, habitable attics, and every sleeping room Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER, FACE NAIL W C shall have at least ONE operable emergency escape opening as follows: dated March 2016. IRT TABLE 802.11 3-16d COMMON RAFTER UPLIFT CONNECTION FROM WIND J O W J � o c. Anchors shall penetrate through the exterior wall covering with an embedment length of 29 BRIDGING TO JOIST 2-10d BOX EACH END TOENAIL Sill height of not more than 44 inches above finished floor. p g 9 9 � Z d' 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324 Appendix U not less than 2 inches into the building frame. Fasteners shall be located not less than C) -I Z Q r' A. Minimum net clear opening of 5.7 square feet. g RAFTER ROOF EXPOSURE C +r International Fire Code 2015 IECC appendix RB and as amended by the 2-1/2 inches from the edge of concret block or concrete. SPACING SPAN W Q O VI Except grade floor openings shall have a minimum net clear 9 NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready ULTIMATE WIND SPEED SUBFLOOR ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W opening of 5 square feet. (FEET) � _ (� ' roof zone area of not less the an 300 sq. ft. Access and be located less pathways, 18 from a valley points, d. Where screws are attached to mason or mason /stucco, the shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W 0 •- 0 B. Minimum net clear opening height shall be 24 inches. g p y usin vibration-resistant anchors having a minimum ultimate withdrawal capacity of 130 14o TABLE R602.3 (1) V Z �-•- - N C. Minimum net clear opening width shall be 20". 9 9 P Y ROOF PITCH ROOF PITCH U) D. emergency escape and rescue openings shall be operational 1,500 pounds. <5:12 a 5:12 <5:12 a 5:12 DESCRIPTION OF SPACING OF FASTENERS W J �' from the inside of the room without use sof keys or tools. A permanent certificate indicating the solar-ready zone and other requirements of NUMBER AND TYP (� (n this section shall be posted near the electrical panel or water heater b the builder. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 0.. WHERE Basement contain more than one or'more sleeping rooms, p Y 214 201 263 247 PANEL EDGES Z) p 9 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING an emergency escape opening shall be provided for EACH sleeping room. Exterior glazing in buildings located in Wood-Borne debris regions shall The main electrical panel shall have reserved space for a dual pole circuit breaker be protected from wind borne debris. 16"O.C. 18 277 259 342 3226d COMMON(SUBFLOOR,WALL) „ Emergancy escape and rescue opening shall open directly to the outside for future solar electric installation and labeled "for future solar electric". Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8I1- 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6 11 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 1s"O.C. 2a 340 31s 422 395 EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 Garage door lazed opening protection for wind borne debris shall meet1 19/32" - 111 Sd COMMON 6" SEE NOTE A 6" a net clear opening of not less than 5 square feet. g g p g p 16°O.C.oc2s 34s 358 475 445 ANSI/DASMA 115. Areas within hurricane prone regions: 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each 31. NEW Construction /Additions &Alterations: (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C.1 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 711 711 - 0 It shall be the responsibility of the General contractor or his subcontractors to submit wind speed is 130 miles per hour or greater. O.C. 469 43s ti continuous run of treads or flight with FOUR OR MORE RISERS. 16 W " 538 547 I_Handrail Height measured above stair tread nosing, shall not be less than in detail the design, calculations, drawings, written statements of the mechanical, (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" o air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 42 535 499 664 622 (V O 34 inches and not more than 38inches. All Handrails shall be continuous Z stamped by a professional engineer if required by the Owner or Building Dept. A. EXCEPTION: �i the full length of the stair from a point directly above the top riser of a flight 1s"O.C., 48 595 559 745 697 to a point directly above the lowest riser of the flight. Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inchEKTERIOR WALL WOOD STRUCTURAL PANELS < a wall shall have a space of not s less than 1-1/2 inches between the wall and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) W << protection. Panels shall be precut&predrilled to cover the glazed openings 0 LLI and the handrail. see IRC code for exceptions. Refer to fn W with attachment hardware provided in the table below. WOOD WALL NAIL SPACING ~ > Q IRC Code for grip size specifications. E- 6"DIAMETER-j I Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD U W U P dry TABLE 507.2 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 0 12, GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" Attachments shall be provided in accordance with.the table , SPACING EDGES FIELD above the floor or grade below shall have a railing not less than 36 inches ^• �«�•�° °""°"""" as follows: - DECK LEDGER TO BAND JOIST CONNECTION PANEL SPAN RATING THICKNESS in height. Railings shall have Top rails and Balusters and Bottom rails that are �/'� CONNECTION JOIST SPAN 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed { (2.5"X 0131 ) 4 by the riser, tread and bottom rail of the guard rail at the open side of a stairway DETAIL <6' 6'1"To 8' 8'1"To 10' 10'1"TO 12' 00 aO & 1re permitted to be of such a size that a 6 inch sphere cannot pass through. -'' Open sides of stairs with a total rise of more than 30 inches above the floor or TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 DIA. LAG SCREW 30" 23" 18" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 p NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING grade below shall have guards not less than 34 inches in height measured io 1, GYPSUM BOARD FRAMING SPACING OF FASTENERS ` r Applicant shall provide engineered wood placard 1/2" DIA.THRU BOLT GYPSUM BOARD vertically from the nosing of the treads. \ I» pp p g p 3s" 3s" 34" 29^ APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS \ Z„ on or adjacent to electrical meter box for field inspection. & 1/2" MAX. SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING Th°eons11rutllon lyp. ti \\ STROKE 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window d.FI"..1i. 0MIb. Residential structures with Truss type construction, 12'1"TO 14' 14'1"TO 16' 16'1"TO i8' CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS .,.•WI"."III •IV..,W• ,1 11 opening is located LESS than 24 inches above the finished floor and GREATER floe,°.f 11h.nn.,,rn<Gnn Pre-Engineered Wood Construction And/or Timber Construction 1/2" olasa1111"11°..11 Ih. than 72 inches above the finished grade or other surface below on the exterior :t,, �°"""°, DESIGNATION FOR STRUCTURAL for new dwelling and/or any addition,alteration WALL N • 111°n""P°f Ih.13CNY! COMPONENTS THAT ARE OF a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 1/2" DIA. LAG SCREW EITHER DIRECTION 16"O.C. $" 16" of the building, the window must be provided with a window opening control device TYPE CONSTRUCTION shall be affixed on or adjacent to any electric box attached to the exterior 13" 11" 10" TRUSS & 1/2" MAX. SHEATHING „ CEILING EITHER DIRECTION 16"O.C. 7" 12" that compiles with IRC R312.2.2. Window Opening Control Devices. i "F°' n..e..;oa ;"° 6d COOLER NAILS p p g '^ "`� of the structure for field inspection 1/211 structural plywood 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" BUILDING r''F FLOOItARORRODIFRAMING' Panel, Attached to 1/2" DIA,THRU BOLT 1-7/8"LONG 6d COATED NAILS OR �rT•/ O 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in 5iA`:)A.115A'.DLODE, - & 1/2 MAX. SHEATHING 24° 21" 1s° TYPE"x" AT F-+-I „ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. U �i accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be Frame in accordance 5/$ PERPENDICULAR SCREWS SHALL COMPLY WITH f� BENEATH ,,, IRC SECTION R702351 �� . . . installed per IRC R 302.12 thru R302.12.1 with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS F-� International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) •.� M A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE M ,� Fireblocking materials R302.11.1 shall be as follows: TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES code of NYSw 'd END WALL FRAMING SHALL BE SPACED 6"O.C.. � l � O 1. Two - inch nominal lumber OF FOUNDATION MATERIALS 2. 1/2" gypsum board A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS N .� 3. Batts or blankets of mineral or fiberglas shall be permitted for complianceCLASS OF MATERIAL LOAD-BEARING PRESSURE SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER To with the 10 foot horizontal fireblocking in walls constructed using parallel GABLE END WALL FRAMING Crystalline bedrock 12,000 psf WINDOW UNIT rows of studs or staggered studs. Sedimentary and foliated rock 4,000 psf o M 4. cellulose insulation installed and tested in accordance with ASTM E 119 or UL 263, for the specific applications Sandy gravel and/or gravel (GW and GP) 3,000 psf O Sand, silty sand, clayey sand, silty gravel and clayey gravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �= (SW, SP, SM, SC, GM and GC) 2,000 psf Draftstoppping material R302.12 shall be gas follows: WIND DESIGN In combustible construction where there is usable space both above and Clay, sandy clay, silty clay, clayey silt, silt and sandy silt SUBJECT TO DAMAGE FROM (CL ML MH and CH) 1,500b psf GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN below the concealed space of a floor- ceiling assembly, draftstops shall be SNOW SPECIAL PLYWOOD STORM PANEL SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL WIND WEATHERING DESIGN UNDERLAYMENT HAZARD installed so that the area of the concealed space does not exceed LOAD (MPH) EFFECTS DEBRIS CATEGORY CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP 1,000 square feet. Draftstopping shall the concealed space into approximately a. When soil tests are required by Section R401.4, SHUTTER DETAIL REGION ZONE DEPTH equal areas.. Draftstopping shall be provided in the following locations: the allowable bearing capacities of the soil shall be part of the recommendations. Refer to General Notes for PanelMODERATE 1. Ceiling is suspended under floor framing. 20 LBS 5140 NO NO NO B B SEVERE 3'-0" TO HEAVY 15 YES NO 1500 or less 52.2 2. Floor framing is constructed of truss-type open-web or perforated members. b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf fastener requirements. n19e r, y`;3 - are likely to be present at the site, the allowable bearing capacity shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER OF�� . determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) Side Elevation TABLE 602.10.5 a-3: fasten king stud to header with ' / 6-16d sinker nails r Min.3"x 11-114"net header Header ° METHOD CS-GB: TABLE R602.3(1)& CONT.IN000S RIM FULL HEIGHT BLOCKING CONT.IN000S RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING OR END JOIST CONTINUOUS ALONG LENGTH ° ° shall occur at top of wall . . . . R602.10.3(3)GYP.BD FASTENING. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG , , ° ° ° ° fasten top plate to header with O OF BRACED WALL PANEL �r' I I I I 1 I BRACED WALL PANEL BRACED WALL PANEL two rows of 16d sinker nails @ 3"o.c. 4'OC AT THE PANEL EDGES, INCLUDING Header shall be Top plate continuity is I A/— I I I I I TOP AND BOTTOM PLATES AND ALL ___.. _ fastened to the required per R602.3.2 I I I I I HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) king stud with Braced wall line I I I I I I SCREWS( 1 5/8' TYPE W OR S) N b 2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheated `\ with 1/2"wood Minimum 50001b header-to-jack-stud s I I I rn x Fasten sheathing to header with 8d common nails in 3 in,grid strap on both side of opening METHOD CS-WSP: m m a structural panels I I I 1 I AS PER TABLE R602.3 3 _ w i, pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing ( ) 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS rn I I I I I I I EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL Sd @ 6"O.C.ALONG � I c Minimum 40001b header-to-jack-stud strap I I I WITH I COMMON NAILS BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER 3 m o i� on both side of opening opposite side of Panel splice edges shall occur over I I (Q.131 X 2.5"LONG) I I I I I BRACED WALL PANEL AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL o L � @. sheathing and be nailed to common blcking m within the middle 24"of the portal- INBRACED WALL PANEL x °, Min.Double 2x4 framing covered with minimum I I I I 1 FIELD BRACED WALL PANEL t �_es_ s _ - _+._a_+ leg height. One row of 3"o.c,nailing I BRACED WALL PANEL BRACED WALL PANEL � 1/2"thick wood strucral panel sheathing I I I I I I BIRACED WALL PANEL INTERIOR FINISH: b with 8d common nails @ 3"o.c.in all framing is required in each panel edge, I I I SIHALL BE MIN. 112"GYP.BD FASTENED 3-16d @ 16"OC ALONG !. (studs,blocking,and sills)typical if needed I 1 I 3-16d @ 16"OC ALONG ! WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH LJ — — BRACED WALL PANEL 3-16d 16"OC ALONG @ - - - — 1 WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL @ BLOCKING MEMEBER i 2'to 18'(finished width) BRACED WALL PANEL i Min Double 2x4 or _ _ _ _ _ _ _ _ _ _ _ TABLE R602.3(1)FOR EXTERIOR WALL i Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural 2 I I I I i SHEATHING ! per Table R602.10.5 panel sheathing CONTINUOUS RIM OR Min double 2 x post = 1 1 I I i ALL HORIZONTAL PANEL JOINTS END JOIST CONTINUOUS RIM OR No.of jack studs per p END JOIST Min.(2)2x4 typ. Table R602.7(1&2) SHALL OCCUR OVER AND BE p I 1 I NAILED TO COMMON FRAMING b Min. (2)1/2"Diameter anchors OR BLOCKING WITH WITH PANEL a, 2-16d NAILS EACH SIDE installed per section R403.1.6 EDGE-NAILING IN ACCORDANCE with 2"x 2"x 3/16"plate washer I WITH THE IRC SECTION R602.10.10 FULL HEIGHT BLOCKING FRAMING ADITIONAL CONTINUOUS ALONG LENGTH D 1 I I OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING I I I I I 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL NG BRACED WALLPANEL I I I I I I 2-2 X BOTTOM PLATE I I I I I METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W � W I I I I I I r , I,, Q FIGURE R602.10.8(2) Attach Sheathing to �J v � I I I I I I FIGURE R602.10.8(1) Band or Rim joist with nail sole plat Attach Sheathing rR ail sole plate __ __ __ _ _ _ BRACED WALL PANEL CONNECTION WHEN Z - - - - - PARALLEL TO FLOOR/CEILING BRACED WALL PANEL CONNECTION WHEN sDcommon nials i to joist per Band or Rim joistwi joist per z z PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Topa Sub-Floor nailing sched. 8D common nials i ailing sched. W O O FRAMING FRAMING Bottom ° Bottomc.Topand °e °_° im Joist (Y] FASTENING REQUIREMENTS FOR Rim Joist er PlansBRACED WALL PANEL ASPER ° ° ° ° ° ° ° ° oidowor Bs peolts r plans W nd W Z 1 TABLE R602:.3.U3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 F � c) (/) C� 6„ �� Simpson � , Z04W -U-� H2A Stud To Rafter 1-1 4" gale. x 20 gage air DTT2Z Connector Were the distance is SIMPSON H2A coil strap with (5) 8d common W (8) 1/4 X 1- 1-1/2" Typical Metal provide blocking at each Rafter. With o = E.N between 9-1/4"to 15-1/4" nails in each end at each rafter. o SDS SCREWS St apping - WINDOW HDR p g @ (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter ° o� W braced wall panels PROVIDE@STRUCTURAL RIDGES 'V °'" - ` ° at Openings N (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field °' °' °' 2 ° 0-Z ALLOWABLE LOAD: 1,825 LBS Y` w E L- ' ° -6 Each Rafter on Each side 0� - 2a Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o U .__ o LO) �, plywood sheathingof Ridge to have a m o m 42). o s 0 o m CU m 1/2" THREADED ROD shat have Solid Bocking of Dwg-1 g E � r- - .its o COUPLER NUT AND @all Plywood Joints :°.° o o y o Y Simpson s ewa a ange . Fe a._ 1/2" ANCHOR BOLT SIMPSON H2A ° w 2 _ ° �Q � ° = 3 W Y j L dY Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil s " ° 3 L = _ 3 ° rafters attached to top (5)8d x 1-1/2" nails in Rafter o ° C 0 N w „ Strap with (5)-8d common nails plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate in each end. catch jack studs °° t t S 0 1 °3 Preservative-treated Corner Holdowns along lenght of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks ° `o = ° Refer to plans panel. and window Or door Header. Less than ,° t.°o�= s �= E a barrier required for for locations - Z�j ° o = ° o ° ° E , if required N Typical each side and ALL Gable End Wall ° � N�, =U �, connectolrs in contact windows and doors. or Equal w c z ='E y " a> 0 = a m N O , 2 of i5 with treated wood RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS to 12 � uhmQ !L- mEnSoL SillStrapping IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & detailo See details on � JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS SIMPSON CORNER this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE ST AP IRC 802.3.1 HOEDOWN (CD- BOX FRAMING ALLOWABLE LOAD: 1 8525 LBS IN LIEU OLLAR TIES @EACH RAFTER RIDGE STRAPS WALL TO HEADER STRAPPING (' PROVIDE MIN.2X4 COr^v, NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD z L� NTS rj N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED � ^^ J TO THE RAFTERS WITH 4-8D NAILS O 10— Q EACH END ATTACHED CONNECTOR J Cr W TO I-JOIST W/MINIMUM ALL THRESHOLD CAREFULLY L O FLASHED&CAULKED TO F— TYP. EXTERIOR WALL OF(19)8d NAILS PREVENT WATER INTRUSION CONSTRUCTION. I I SYSTEM IVNYLIRAILING SIMPSON BSC 1:INIMUM 2X6 @ 26"ATTACHED CONTINUOUS FLASHING EXTENDED I I OP AND BOTTOM RAIL ALL THRESHOLD CAREFULLY FLASHED TO JOIST WEB W/(16) 10d NAILS PAST JOIST HANGER 'I AND COLUMN COVER AND OUTER THIRD CUT COLUMN CAP. MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY AND CAULKED TO PREVENT AND CLINCH GALV.DECK HANGER COMPOSITE OR FOR CODE LENGTH WATER INTRU SIMPSON LUS26 @ 2X6 PRESSURE TREATED 12 Min 36 " SIMPSON LUS28 2X8 WOOD DECKIN I I 4"TREATED POST SIMPSON ABU POST @ X 4 TREATED POSTS @ FRONT PORCH DECK O CONCRETE BRACKET CONTINUOUS FLASHING SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST °• SIDE COVER 2"MINIMUM EXTENDED PAST AS PER MANUFACTURES 6"TREATED POST 1/4 JOIST p - MIN 2X8 P.T.SO. PINE LEDGER; SPECIFICATIONS. @ REAR DECK 2-1/2"GALVINIZED DEPTH, MAX. CLEAR JOIST HANGER ATTACH TO BAND JOIST WITH O 1/2"DIA.GALV BOLTS W/ CARRIAGE BOLTS "MIN. _..116 JOIST 1/2"DIA.HOT-DIPPED GALV 2 X JOISTS I LOCK WASHERS. GALV. DECK HA LAG SCREWS PER IRC GRADE 1/3 JOIST DEPTH,MAX. S O O 1/2"x12"LONG STEEL DEPTH,MAX. CV O N= TABLE R507.2&PLACEMENT OF 2x RIM JOIST ANCHOR BOLT �� LAG SCREWS PER FIGURE R507.1(1) Use 1-1/4 MetalC6 Z see Schedule on DWG-1 Z COVERED PORCH FOOTING: Coil Strap 20 Gage IY Q °, tip of lag screw shall fully extend beyond SIMPSON H2.5 AT 2 16"x 16"x TO VIRGIN SOIL Solid sawn joist and rafter 12" Min ( ) m the inside face of the band joist. MIN 36"BELOW GRADE 5 8d common nails W W „ EACH JOIST ( ) 2X LEDGER;ONE SIZE GREATER 3 M in EACH END at O THAN JOIST AND NO GREATER SIMPSON DTT1Z @ MIN OF '':.+ SIMPSON DTTiZ W/(6)10D X 1-1/2" notching and boring limits. : �. 1— > 4 LOCATIONS, SPACED EQUALLY " ' NAILS @ MIN.OF 4 LOCATIONS SIMPSON BC EACH Stud. V W U THAN THE DEPTH OF BAND JOIST '', ' SPACED EQUALLY. TWO WITHIN 24" ° NTS LAG BOLTED TO BAND JOIST WITH WITH ONE WITHIN 24' OF EACH OF EACH END OF DECK: POST GIRDER Sd @ 6" oc Along O C/) 1/2" DIA, HOT DIPPED GALV. END OF THE LEDGER. ALLOWABLE LOAD:910LBS. CONNECTOR MIN THREAD raced Wall Panel MAXIMUM OVERHANG FIGURE R602.10.8(l) LAG SCREWS AT 16"O.C. PENTRATION 3/8"DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN/4 ~j7 TO CENTER OF TOP PLATE,STUD P.T. POST TO CONC. PIER & FOOTING R507 EXTERIOR DECKS OR HEADER CONNECTION (a) COVERED PORCH NTS WALL TO WALL STRAP EXTERIOR DECK LATERAL LOAD CONNECTION ENGINEERED JOISTS LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK AND RAILING DETAIL 13 SIMPSON ABU Installed in accordance NTS 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS with Simpson Specifications 14 15 e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails with5 -8d common nails OTCH d SEE TABLE 507 z FASTENERS .2 at each stud at each stud ( ) at each stud EPTH<114 HOLE EDGE �+— f" IN 2 ROWS Strap may be attached OVER R 1/ OF DISTANCE>5/ " the plywood OR directly to Strap may be attached OVER Strap may be attached OVER �") p � o OUTS 3 5.5"MIN FOR 2X8' �_ the plywood OR directly to w SPAN ONLY HOLE IDIAMET © O studs. the plywood OR directly to SINGLIE STUD 5"MAX 6.5"MIN FOR 2X10 Studs. Studs. E"'( � � r-+ HOLE DIAMETER 7.5"MIN FOR 2X12 - H� M F� STUD DOUBLE STUD � � � CV in " ��.� 3-16d @ 16" oc Along BLOCK SOLID PLATE HOLE EDGE 2"MIN = 1 , Braced Wall Panel DISTANCE>5/8" / MIN BETWEEN JOISTS LAG SCREW OR THRU-BOLT 34" — LEDGER BOARD — — v i=II111 III N FIGURE R602.10.8(1) ® o e M = I=1I I o �o� PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS O PER FIGURE R507.2.1(1) OF 2015 IRC CODE FOUNDATION-SILL-STUD STRAPPING ti0 A�Cfy' Stud notching and bo ri n limits. "Distance can be reduced to 4.5" Applies to Garage Wall and III =� `t _ J if lag screws are used or bolt Slab on Grade Construction ;Iii= - ar''. , '�� 0 NTS spacing is reduced to that of -Lal > - - • ' 1-1/4 METALr lag screws to attach 2x8 STRAPPING �( ' 4 ledgers to 2x8 band joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST , ti\ i stacked washers not permitted) RAFTER FACE TYPICAL FOUNDATION-SILL-STUD STRAPPING IN CONTACT WITH CONCRETE OR MASONRY +ir` FLOOR FRAMING STRAPPING 0 goo O 16 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 26 AT CANTILEVER FLOOR JOIST 'r� OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. 0 {�j Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior ill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION attic hatch - R-value EIING FRAMING Sheathing ealant subfloor way for access Typ Roof Const. Insulation dams thin profile structur Tub equal to the Ceiling Double Frame Attic prevent loose-fill sheathing as draftstop Typical insulation requirement access opening x CJ w/ insulation Base plate-----__ insulation from behind tub exterior Sealed to Air Seal Continuous Be wall Typ Fascia as per drawings floor Gasket access sshrough of Sealant or Soffit see \ Sealant adhesive Const. Dwgs solid blocking Sealant Sealant or 1 min Rigid or rigid insulation -- ---- adhesive Insulation. Air ',Seal stairs sealed around Weatherstripping Adhesio / EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap 7��q Casing / ONTINUOUS BEAD OF SEALANT n OW finish w/ soffit material with caulk 1/2 Gyp. Wall See Const. Dwgs Pull-down Sealant 1x2,Stop Board RECESSED LIGHTING FIXTURE or foam 1/2" plywood DRYWALL CEILING staircase attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL (cD INSULATION AND WEATHERSTRIPPING RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Thin profile Fireplace enclosu structural Eave baffle installed I a - insulated to top sheathing adjacent to soffit and eave of second floor SheSeal olNetal rlt with irestop CONTINUOUS BEAD vents. Baffle the to of e attilc extendover ceiling line j OF SEALANT p4.... Non-combustable as per IRC chapter 11 TYP. ROOF CONST. ry support blocking sealant (R40202.3) W j W SUBFLOOR GLUED,CAULKED OR GASKETED 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 X CJ W/ INSULATION C ) rl1 0 Table R402.4.1.1-Air barrier and insulation installation. Sealant or as enclosure liner sealed SEALANT Typ Fascia AS PER DRAWINGS Z Z Z =� ab at perimeter and seams. Soffit see OR HERS RATER O O m adhesive Pre-Fab Fireplace Const. Dwgs TABLE R402.4.1.1 Refer to manufacturers i - J AIR BARRIER AND INSULATION INSTALLATION secs for installation SILL PLATE INSTALLED SEALANT W W < Z p OVER GASKER SILL Z COMPONENT AIR BARRIER CPtITERIAa INSULATION CRITERIAa a manual Typ. Exterior wa g W = L_ e� SEALANT cc General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. °p� See Const. Dwgs requirements in the building envelope. pica) foundation & framing C:) See architectural plans Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS W Q continuous air barrier. Z CV W 5 Breaks or joints in the air barrier shall be AIR SEAL DETAIL (a) PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE sealed. This detail is for weatherstripping and draft sealing, NTS Cavi insulation All cavities in the thermal envelope shall be filled with insulation. The It is not to an used re a guide for fireplace installation. w _ Cavity p Refer to Manufacturer for installation manual. E•° installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE �" recommendation and said density shall be maintained for all volume of 'O ° m L E L w N o each cavity. Batt type insulation will show no voids or gaps and o op ° o o maintain an even density for the entire cavity.Batt insulation shall be ENERGY NOTES _ = z a ° _ `° M installed in the recommended cavity depth.Where an obstruction in r ; _w 0°w 8. R403• Systems: N 1103.1.1 Mandato programmable thermostats shall be c-.- �-r r z w.� = o - ° o N c o ° the cavity due to services,blocking,bracing or other obstruction Y (Mandatory) P 9 o o 6 a °w °o exists,the batt product will be cut to fit the remaining depth of the 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate c `'� c a Y > � aY o F cc) 2c: o cu•- a oc3 cavity.Where the batt is cut around obstructions,loose fill insulation 2015 International Energy Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer c - y,,, I o a L e 3 8 shall be placed to fill any surface or concealed voids,and at the 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. CERTIFICATE ( MANDATORY) N1101.14 (R401.3) cu cl; S a° a N manufacturers'specified density.Where faced batt is used the permitted to determine an energy efficiency program to exceed the - :_ 2 installation tabs must be stapled to the face of the stud. There shall be energy efficiency required by this code. 9. R403.3: Ducts - Supply and return ducts attics shall be insulated to a minimum A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE _ o `o ` of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE `-� o =.2 .2 c° N°�` no compression to the batt at the edges of the cavity due to inset I # stapling installation tabs. All HVAC, Plumbing &Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third FURNACE IS LOCATED. E _ N art using the Manual "J" Manual "S" & "D" submitted at CO. .e Q N =0 c ° o efficiency, International mechanical code, international energy conservation code party 9 THE CERTIFICATE SHALL LIST THE FOLLOWING: S °N °.-Z ° p y P and the 2015 ICC and 2016 NYS Su lement. i' i' ° ° a E a� ° " Insulation that upon installation readily conforms to available spice . , L o = _ = L = ° PP t I- o m co Q F- ca E a.5 o a shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall R-VALUES FOR CEILING/ROOF, WALLS, FLOORS = - ~ density recommendation. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder be sealed by an approved third party (HERS Rater) using the FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. and posted on a wall in the space where the furnace is located Manual J Manual, S & D submitted at CO. Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the IU-FACTORS with FOR FENESTRATION AND THE SHGC COEFFICIENT. �,.," ,. << , ,_ ,p-; � � „ ; 1p ceiling/soffit shall be aligned�ttln tine air barrier. 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine insulation and angaps in the air barrier manual J Manual S & D submitted at CO. sealed. y g p 9 P (prescriptive) P y p air leaks e b an approved third art HERS Rater using the Building envelopeper N1102.1.2 insulation & Fen. b Component. �9, Y PP � �� party( ) 9 RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. � tI.-_ .I Access openings,drop doavn stair or knee Batt insulation installed in attic roof assemblies may be compressed at 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of TYPE AND EFFICIENCIES OF HEATING, COOLING, 2)•_,." wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections N1102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. WATER HEATING EQUIPMENT. Q Q shall be sealed. W 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated accordance with the criteria listed in table 402.4.1.2 or required by code official, fluids> 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. U) W plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal or an approved third party using manual "J", "S" &"D". DUCT SEALING REQUIREMENTS top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. R403.5.1 (Mandatory) Heated Water Circ &temp maintenance as per sealed.Knee walls shall be sealed. Exterior thernial envelope insulation for framed walls shall be 6. R402.4. Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4.1 section N1103.5.1.1 and N1103.5.1.2. Q installed in substantial contact and continuous alignment with the air through N 1102.4.5 barrier. 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements Windows, skylights The space between window/door jambs Air leakage shall be tested and verified by an approved HERS rater as having an of the M1507 of the IRC code or with other approved means of ventalation. and doors and framing and skylights and framing air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater. shall be sealed. test results shall be signed by the party conducting the test. Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and cooling equipment Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. shall be sized according to the ACCA manual S based on building loads 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accordance with manual J. Sizing and efficiency ratings shall be Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain combustion air. Factory LU built fireplaces shall be listed and labeled provided by an approved third party (HERS Rater) using Manual "J", ti above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor and Manuals "S" & "D" W cantilevered floors) framing cavity insulation shall be permitted to be in contact with the according to UL 127. F- N O topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandatory) Lighting -A minimum of 75% of permanently installed fixtures ai z underside of floor framing and extend from the bottom to the top of all must have high-efficacy lamps, Fuel gas lighting systems shall not have Of Q perimeter floor framing members. continuously burning pilots. W Crawl space walls Exposed earth in unvented crawl spaces Wlnere provided instead of floor insulation,insulation shall be m W W shall be covered with a Class I,black pernianently attached to the crawlspace walls. in joints O W Q vapor retarder with overlapping O Lu taped. W Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit and installed to rh the correct density without any voids or gaps or �V compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. -co N Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. a Plumbing and Batt insulation shall be cut neatly to fit around wiring and � r" � wiring plumbing in exterior walls. There shall be no voids or ►^'� O gaps or compression where cut to fit.Insulation that on '-" c� installation readily conforms to available space shall 11 a 1-�--I extend behind piping and wiring. M Shower/tub on The air barrier installed at emerior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. tubs. n ®/ ' Electrical/phone The air barrier shall be n sta lied behind electrical orW � V) "o po" box on exterior wall communication boxes or air sealed boxes shall be installed. HVAC register HVAC register boots that penetrate building thermal O boots envelope shall be sealed to the subfloor or drywall. U Concealed When required to be sealed, concealed fire sprinklers shall Ce,�IDDA1,Csprinklers only be scaled in a manner tlhat is recommended by the�llner adhesive sealants shall not manufacturer. Caulking oro be used to fill voids between fire sprinkler cover plates and walls or ceilings. 3 IC = insulation contact. 0. a � a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. ^2Se sg:, �0 10 yoQ N>G.� LADDER&STEPS R310.2.3.1 NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: GUARD RAIL NOTE: WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING SHALL BE EQUIPPED WITH PERMANENTLY WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGEPorches, balconies or raised floor AFFIXED LADDER OR STEPS USABLE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING WITH THE WINDOW IN THE FULL OPEN SURFACE AND C)RAIN INLET. surfaces located more than 30 Inches 2d_g 33'-8" 2'_p" POSITION. RUNGS SHALL HAVE INSIDE WIDTH OF AT LEAST 12 INCHES WET SURFACES: R308.4.5 above the floor or grade below shall SHALL PROJECT AT LEAST 3 INCHES GALZING IN WALLS,ENCLOSURES CONTAINING WHIRLPOOLS,BATH have a railing not less than 36 Inches 21_g FROM THE WALL AND SHALL BE SPACED TUBS,SHOWERS,SWIMMING POOLS,HOT TUBS WHERE TH BOTTOMTYP.COVERED NOT MORE THAN 18 INCHES ON-CENTER EDGE OF THE GLASS IS LESS THAN 60"MEASURED VERTICALLY ABOVE ANY In height. Railings shall have Top rails and PORCH FOOTING VERTICALLY FOR THE FULL HEIGHT OF STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE Balusters and Bottom rails that are SEE DETAIL THE WINDOW WELL. R308.3.1(1)AND R308.3.1(2)OF THE IRC. NO MORE THAN 4 INCHES APART. ONDWG-2 r!_ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - EXCEPT: the traingular openings formed /�= - - - - -/�[3 - - - - - Tey- - - - -I EXCEPTION:GLAZING THAT IS MORE THEN 60"MEASURED HORIZONTALLY by the riser, tread and bottom rail of the I'- 2 - 2x10 P.T. GIRDER 0 r- - - - - - - - - - - - AND IN A STRAIGHT LINE,FROM THE WATERS EDGE Guard rail at the open side of a stairway I SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, Y CO are premitted to be of such a size that a AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE I W T_ I I OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF 6 inch sphere cannot pass through. STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF O DECK LATERAL HOLDOWNS I 0 V ONE WITHIN 24"OF EACH END 00 0GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD co I WALKING SURFACE. Open sides of stairs with a total rise Of AND TWO SPACED EQUALLY I 1.- OR i I ,-4 41, I „ ALONG DECK-REFER TO TYP.DECK LEDGER N 6-4„ 6 more than 30 inches above the floor or DETAILS ON DWG-2 I SEE DET. ON DWG 2 O grade below shall have guards not less i than 34 inches in height measured - - - - - - - J- - - - - - - CODE COMPLIANCE STATEMENTS: vertically from the nosing of the treads. I - I - (2) 1-3V4"- -1/2r LVL - - - - - - - - - - - - - - - T - - - - - '- - - - - - - - - - - - - - - - - - - - - - - a-- _J I I 1. The windows selected for this project shall meet STEPDOWN ONTO - - I I >_ the egress requirements of R310. I I STA0 I I PORCH I I I Q IR HANDRAIL NOTE: cn 2. All windows shall meet Section 8308 Glazing and I I �' F- I I R308A Hazardous locations. Provide Handrail on at least one side I I O �, I BRACE WALL ABOVE I � I I W W 3. Windows were required shall meet the Window Fall of each continuous run of treads or flight I I CONNECTION DETAIL O protection requirement 8312.2. g I o o UNFIN. BASEMENT DET2ON DWG-2 0 0'T I z J p q with FOUR OR MORE RISERS. TYPICAL _ v I O CO .4 CAST-IN-PLACE CONCRETE Z 4. Bathroom windows shall meet the hazardous Handrail Height measured above I O o I 0 , SLAB INSTALLED IN - F-I 00 _ 0= I I W 0 Z) glazing requirements as per R308.4 shall not be less than I I LL LL ACCORDANCE WITH IRC �' _J q °w I stair tread nosing, I I I SECTION 8506 o( :� ILL= 5. Stairs, landings, railings & guards shall comply 34 inches and not more than 38 inches. I o N " , o, o I `� (� W Z with R311 & R312 All Handrails shall be continuous the full I I cX ° x �' I I - W 6. Outside lighting shall comply with RE 3803.3 i length of the stair from a point directly I I I I 55'-0" co N I z 7. Stairway illumination shall comply with R303.67 3 above the top riser of a flight to a point I WINDOW WELL R310.2.3 �- 11 " MIN V-0"SQ FT.WITH A 0) and 8303.8 directly above the lowest riser of the flight. I 91-211 91-211 I I 91-211 91-211 9-2 9-2" I HORIZONTAL AREA SHALL BE CD a 8. Fireblocking shall comply with R302.11 thru R302.11.2 Handrails adjacent to a wall shall have a I HORIZONTAL DIMENSION W P__ Q (� 9. Draft5topping shall conform to 8302.12 thru 8302.12.1 s ace of not be less than 1-1/2 inches I - _ I I OF MIN T-0"TO ALLOW FOR p I Beam Pocket(typ) r -i I I I EMERGENCY ESCAPE AND Z CV W "� 10. Flame spread and smoke-developed index for walls between the wall and the handrail. I steel shims as re 'd r " r r r I I RESCUE. COVER PLACED ( ) 1-3/4 x11-7/8 LVL and ceilings shall compy with 8302.9 thru 8302.9.4 see IRC code for exceptions. Refer to I t _ q _�- e- - _ - _ -� _ - _ �, _ _ _ - _ - _ -®- _ - _ - _ - _ - _ �__ _ - _ _ - _ .� _ - _ - _ - _ _ -I_ I OVER OPENING PER R310.4 11. Flame spread and smoke-developed index for IRC Code for grip size specifications. I Beam Pocket (t p) E insulation shall compy with R302.10 thru R302.10.5 4 I i I L _ _ J L _ _ J L _ _ J L _ _ J L _ _ J steel shims as r q'd i i Uhl 2 11. Recessed lighting fixtures rated formt;_� E m t 2 membrane penetration shall meet ASTM E119 I o cn I L U C 4 and Fire Stopping as per ASTM E814 or UL 1479 I H BCONNECTION D RACE WALLA vE o c _ 0. °Y f_n 2x4 FRAME AROUND I TYPICAL INT.FOOTING/COL DET 2 ON DWG- TAIL I I I =a a `°° Oi 24' x 24"x 12"THICK DIRECT VENT FURNACE c•j � N rn z �•O t ° O STAIRCASE FROM FLOOR ' TYPICAL ° a c a y 12. Exterior Decks shall comply with 8507. o) I NI CAST-IN-PLACE CONCRETE INSTALL IN COMPLIANCE - I I ° ° m `° u� -� 0 TO CEILING, TREATED SHOE I FOOTING&4"DIA STEEL oo �' °'° `o " N PLATE AND GYP.WALL BD o m,� 2 c `o m ° n " ° ` O i � _ COLUMN &M CHANIVCAL CODE CD ( O I a Y m N E ° c 3 O INSIDE FACE OF WALL MIN. i N, o w N ° ") I a O ATTACH RAILINGS. HANDRAILS O I MAINTAIN REQUIRED SEPARATION I m l o`o ° °c n `_' t (�1 34"-38' ABOVE NOSING _ DISTANCE FROM ALL HEAT I c m n> ° a. rn CO LJL v o f f- O I I CU m.�` c c I = PRODUCING EQUIPMENT TO • _ t L ` ° N 3 COMBUSTIBLE MATERIAL AS PER FURNA E I I C r n- a 4 ° o E c0 I n I �� Q o -o a0 � _ � m I -5 x 13-6 �, I -i I MANUFACTURER'S SPECIFICATIONS I I ° z c L_ E P u8. o n p M , AND LATEST MECHANICAL CODE. I I .E.c ¢N c c a I( J I I I I - II II I F- c ° 2= tO av = E C13 a- ►- o L-_JI - (2) 1-3/4"x11-7/8" LVL oAnpraved wii,dww apeninq limiting device - - - - - - - - - - - - -I `m I - - -- STAIR LO -TION C) _ Il EQUAL RISE SHOWN o I I Mechanical Systems U P - (VERIFY STEP AT SITE) TT ' STEPDOWN ONTO I THE MECHANICAL-HVAC SYSTEMS ---- --- ---------- - - I R I - - - - - - F- - - - - - - -P SHALL INSTALLED L NACCORDANCE WITH PART V � I I MECHANICAL OF THE IRC 2015 ow 24" 4-s ferecannot Approved windfall prevention �wInG�GS'1 {36••.n fsC unitsl pass thyro i;'ti device(conform to ASTNI F 2090) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O - - - - - - - J Finished_Floor Height I r , r I HANDRAIL I ( TYP.DECK LEDGER i (Yj SEE DET. ON DWG 2 LLI R312.2 WINDOW FALL PROTECTION DIAGRAMS I ( 34"-38" o I I @ I DECK LATERAL HOLDOWNS r�4 ABOVE NOSING ONE WITHIN 24"OF EACH END TOP OF THE WINDOW SILL SHALL !-le;rah` AbDve I I AS PER R314 I I X I AND TWO SPACED EQUALLY 0) BE A MINIMUM OF 24"ABOVE THE FINISHED _a N _ ALONG DECK-REFER TO FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Finished Floor I I I I 2 - 2x10 P.T. r-NRQER ,' ` ,'-'lDETAILS ON DWG-2 H€�ightAbo e I r _-_- -_ - -_ i -e-�- -_ - -_ 0- � e-'- -_ -_-_-_ -o-' GRADE OR OTHER SURFACES BELOW ON THE _S`c . ...-..„,.-,.,-.._. _ _ _ EXTERIOR SIDE OF THE BUILDING.SHALL Finl�hcd G,adc I Finishc l FICvr I I ( -- `-J� COMPLY AS FOLLOWS: I, ( I I I TYP.COVERED R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH I I I I PORCH FOOTING SEE ASTM F 2000.THE OPENING DEVICE AFTER OPERATION Fir` Shed Graee I I I I ON DWG 21L TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE I I I I ti TO MEET EGRESS R310.2.1 I UNEXCAVATED r- TYPICAL GARAGE SLAB I I O 4" CAST-IN-PLACE SLABI N W/6X6 W4.0 X W4.0 WWM I I C PITCH SLAB-1/4"FT TO I I GARAGE DOORS I I LLl W I I I - o w I I I I I O W EXTERIOR SHEATHING INSULATION REFER TO SECTION A I I 2X6 TYP WALL FRAMING ( I DROP TOP OF CONCRETE 1X6 TRIM w/1X2 CAP SILL PLATE, I AS REQUIRED FOR I GARAGE DOOR,SEE PLAN FLASHING AS READ. 3/4"STUR-DI-FLOR I I FOR GARAGE DOOR SIZE CONT.RIM JST. (PRESSURE TREATED) I ADHERED CULTURED STONE LINSTALLED PER MANUFACTURERS I - - - - - - - - - - - - - - - - - - - - J SPECIFICATIONS AND DETAILS i Plumbing Note: [�] CORANADO STONE OR SIMILAR INSULATION REFER TO SECTION A ALL PLUMBING SYSTEMS SHALL BE I I ^ ON1 FLR.JSTS. INSTALLED IN ACCORDANCE WITH L- - - - - - - - - - - - - - - - - - - - - - - - - J FIN.GRADE,SLOPE2X6 TREATED SILL PLATE PART VII OF THE IRC&NYS UNIFORM p- ,-- AWAY FROM o • CODE SUPPLEMENT �I .-- .}; D- TERMITE SHIELD 2'-6" 18'-O" 2'-6" �V ANCHOR BOLTS AS PER CODE 23'-0" 19'-91/2" 11'-U'/2' 2'-0" v v Electrical Note: � Ir ALL ELECTRICAL EQUIPMENT . p • AND WIRING SHALL BE INSTALLED b6'-4" IN ACCORDANCE WITH PART VIII OF „ THE IRC. A MINIMUM OF 75%PF 8 CAST-IN-PLACE WALL WITH 4"REFER T SLAB, DAT( PERMANENTLY INSTALLED FIXTURES l b bA REFER TO FOUNDATION PLAN �./ CD -fl HORIZONTAL REBAR PER IRC TABLE Q MUST HAVE HIGH-EFFICACY LAMPS. R404.1.2(1) OR SEE DWG-1 NOTE #6. �� y TYPICAL FOUNDATION a �- UNDISTURBED SOIL Mechanical systems 8'-0" WALL HEIGHT ON 16" x 8" CAST-IMI-PLACE CONT. ° �''° IIs" IN ACCORDANCE WITH IRC CHAPTER 4 03 y II, IL w THE MECHANICAL SYSTEMS SHALL WALL FOOTING, BE INSTALLED IN ACCORDANCE WITH TABLE R404.1.2(8): FOUNDATION PLAN TYPICAL ANCHOR BOLT - IRC R403.1.6 PART V&VI OF THE IRC. " EMBEDMENT OF 7 WITH 72" O.C. 16" (2)#4 REBAR CONT. ALL MECHANICAL SIZING PER ACCA 8 CAST-IN-PLACE WALL WITH SCALE: 1/4" = V-0" MAXIMUM SPACING: 1/2 @ REQ SRC U NUT & WASHER. MANUAL"S"BASED ON LOADS HORIZONTAL REBAR PER IRC TABLE ,t T CALCULATED PER ACCA MANUAL"J" 2 BOLTS PER PLATE AND'HOLD AT LEAST 8404.1.2 1 OR SEE DWG-1 NOTE #6. ONE BOLT - 12" MAX AND 3-1/2" MIN OFF DUCT COMPLIANCE WITH MANUAL"D" ON 16" x(8" CAST-IN-PLACE CONT. WALL FOOTING, R303.4 MECHANICAL VENTILATION. 2 X 6 ACID SILL PLATE, COPPER TERMITE ENDS OF PLATES. « FTG . ® DWELLING UNIT SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND VENTILATION INON ACCORDANCE CWITH TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOOTINGS 1V TO 2H . 9190' y0 SCALE: 1/2" = 1'-0" 0FIr1E't� A 8 r ---------------- -, -411 � 20'-811 211-811 00 11'-211 ---- -------- m T-0" 71.011 c° r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'CS-WSP 2860 4'CS-WSP ET_ -------------------------------- ----z3=O"-PLATE-PT,-lTYf=.7 - - -; ; 8.15Q. 1. z-2x10 a 3-2x12 IFURR BEAM OUT TO 8 J 3-2x12 6 ' 1. ' o COLUMNS I I BEAM ABOVE A5 REQ'D 2x 8 RAFTERS 16 oc ; ; I I Cn 1 0 2x4 COLLAR TIES @ 16" oc ; ; I I U) rn ' � � BWL 1-1 ~ v _ - — _ - I I REAR PORCH °D _ ° 19'-41' CLG. HT, z J M —BEDROOM 2 - 1 1 , W W C7 4-8 1 12-O 'B'-O" GLG, HT, o II I X ' 4'CS WSP CS-WSP �'CS-WSP 4'CS-WSP 8068 �' C -WSP' 2860 2860 2830 _ - - - - - - _ ------Yi --.4----- ------ ---------------- -- 1 1 1 �- -,r---------------- ------------ • • ------- ------ ------ ----------- --, I o 1I 4.. STEP DOWN --y y-- 9 -O PLATE HT. (TYf=,) Ir 2-2x10 2-2x10 L t/� ep ; ; X ; ; n ® ® (2)1-3/4"x11-1/4"LVL 4" 5'/� " 1 X 1 1 1 1 ^' 11 1 I DM O `V I , 11 11 11 - S I ------- •---- ----. � (A . � � � 2868 co cn O VJ /i-QII 1_211 LU r 4V 10 a r MASTER ° z CLOS, ° ° W O st W I i 1 CHANGE IN SLOPE " I ::.:::.::.::.�' , - BEDROOM U o° o F- ------------------- W D -1 O O -1 m O 10'-D" .`,r Z 9-O CEG, HT, � 0 2-O 1 I.2 o M � co J KITCHEN ° t,l `� M - Id z BATH 2 FAN m Q� W Z Z ..- 51/=n� ' Q 11!-1 9'-O CLCs. O O CL O O I ;======-------- ; 1 1 ;.I x Iz DINING - HT. o in d m� M 0 I Cfl ; ; 9'-O CLCs. HT. z U x o O o M _ 0 W LzLJ �' 9'-0l' GLG, HT. CD W -r Z I rY 1- 2x12 RIbGE---------------------; 9'-6" (0 (0 in I „z _ PAN, o WALL �/ 1 , 1 W 1 1 1 , N m Z N 1 BARN DOOR ON O u I L11 U En TRACK S � cq , O I ; LL J ,, , , I , O N 3-1/2"x 14"LVL Flush z CLOS, , I ----------' •------- ----- - F--[� - ---------------------------------------------------------� ' -- ---- ---: ' CD 3068 3068 1 1 POST P V ., i .. .---------- --' •----• i (p'-8" 2868 t.i 1 1 O /1 v I I I I � -,. .- OS I LVL 191-811 LV 4'0" X d- cfJ :n a o . _ O o O N ; ; CD ; - �' v0 (X- EM ' H �, `coo Or co ro cn BTM. AT 8'-O In I� E2 21 2x12 RIDGE ; ; ; ; -�, w �' 9'-411 `� 5-s74r,.(� �n (v� _ I� o E1 ♦--------- , 1 1 W ~ 1110(JJ �MM+� _ Ln 3068 V° . ---_, r Q� FN�x= to ��====��;• 1 1 1 1 1 1 �•{� , "x22"ITO' ! - 9:12 VAULT � ate-+� ��- O---- W HALF wAT L Z :min:;Attic GREAT . E o C y UWIGLASS _J ` / aGGeSS .`i i ~y W C O N O Y p WXIE ABOVE V ��,•....// m 1f' ° O = C C O, - ' 1-1-1 - -U N OI Z �.0Y - 1 1 OD I I I ❑ -_ C O @�' n` 3 I I 1 1 a O O O O O `O '� (B O FAN I ------------------------------------------------------------° 0 0 ® `� LIN. SPACE w/ 2- -10 - - - - - - - - - - 2X12 FALSE RIDGE BM - - - - N - - - - - - - BEDROOM 3 c aci In O c 8 n w U o = ; ; c- ' N 1 COUNTER - W �w rn O 3 L C'c 3 0 -------- , 1 1 1 1 1 O CD , , N 1 1 2468 - a $ELOUJ I Z H `r o0 0 C O COi n O C w vOi y >T ' . 1 1 1 1 1 1 1 X 1 1 0 I tI) I fn ¢ '3'-L)" GLG. HT, (..� w c o'� d y - , �- , , 1 1 W _ 1 ' - W in x tv I I I I 1 1 1 1 SEAT - I 4 UTIL. I V (� N to c rn c L o y 0- o O _ I I .......... .. ------- 1 1 1 I U W C n O C 7 3 • , , 1 1 1 1 1 O a 0 O• U�'L C 2 1 1 1 I "' 9'-0" GLGz. I-t `° r V w o c � o °c w vi•° ami I 1 1 1 1 1 1 1 1 I I I 11 I I 1 - �, \ O C Cf) _W ; ' --- --- 9=0- PATE HT_ CTYP.�------- N 'n I I a� HT. I 2 zx10 u,N E � 0 N (A r 9:12 VAULT 'v c D a 1 I I 1 1 1 1 1 1 1 11 1 1 11 11 • -- -- __ - _- - ---- - - BEA 1 :---• •------------ ----- ----- ------------- + ' W ~ CO ; _ 5/" ----- - -- -- ---- --- - - - - - - - WALKING 4'CS-WSP CS-WSP L In a� a`Oi o �' 1 :i:.:..._i + ' : Z"c,; Q c ami c m o - - - - - _ _ .- ... _ _. - ro -_ ' 31-411 11- ' 4' 10 K�' 101 i- 4,-411 19'-4" 2860 U cn N Q H t0 E c O d 1 1 1 1 1 LL 1 , I EN DR ER 1 5'/]" eU 1 1 , u S 11 OR. XTE IO W 1 4 O START VAULT Oi +�ti �°,f O � � 0 0 � � � EXTERIOR WALL e'-o" sT SIR T m �(a�` 1 X W BELOW (TYP.) HT. B E'1EN C d 9'-O" PLATE HT. 4" STEP DOw — _ — - i X ~C\j ILL. i i 2-2x10 U - - BWL 1-2 - 1 1 1 --------- ' 1 1 - ---- -- --- --- -- - -- - - - ------ - - I -: •- ----------------------------- --' : :-- - --- - - - - --- -- ---- --_----- - ----' � 2868 I `--• ------------------------------------------ - -- - _ -- -- ------ ----- - 3O � - Ln •• • MIN.HEADRM GB METHOD 68 I 1 J 1 •• , CLEARANCE �z�6 D LUN 3060 4'CS-WSP 3060 4'CS WSP 3068 C -W P r aowN 1 II 1 II I II O II l ; �X 41_8f1 RISERS STAIR 6'-8" 13'-8' RISER 2-11 6-'T 6-1 3'-7 I a ' ' I FRONT PORCH - ' 1 1 cn FURR BM. y I I 1 1 1 11 1 II 1 II 1 $-6 8-O , INSULATED SOLID CORE v OUT EVEN t9'-4" r-LG. HT, o I I -O�' 8 SQ I 141-611 PLATE HT. I N I STEEL DOOR,SOLID WOOD COLUMNS x I I COLUMNS 1 I 1 --------------- ------------------- FT_ - ------ ! W I DOOR(MIN. 1-3/8"THICK)OR - - - - 3-2x12 71 ' . I I - r 4 I EACH WEATHER STRIPPED DDDOR. - - - - - - - - - - - - - - - - - - - - I Il l� U IK I W/SELF CLOSING DEVICE. , I W ; I C3 -O PLATE HT, (TYP.) o u t- q (o-2 0_811 -lo I ; ; t I �4 ; I ----------------- CD I , z - ; ' IFURR BEAM OUT TO 6" ___ 1 1 , N ; I BEAM ABOVE AS REQ'D, 11 X . I I N 22'-4„ I . ; ! I . ; I Cz A _ _ _ (3)1-3/4"x 14"LVL _ _ 'u,_ _ _ _ _ _ _ _ _ _ _ _ _ 2x10 RAFTERS I@16"oc 2x10 RAFTERS (a� 16"oc ; I — - - - - - - - - - - - - - - - - - - - - - - 8 '` W -� POST POST T � l ; 2x4 COLLAR TIES @ 16" oc 2x4 COLLAR TIES @ 16" oc ; 1 N LVL LVL o II c� N O l ' 1111 0 W I . ;tll - - — — — — — — — — — — - - - - - - - - - -, N m W F° I GARAGE I `� O U J DWELLING GARAGE I I- > Q I ; I SEPARATION IN ° 0 X U) Lu 1 , Cn ACCORDANCE WITH I Cn I IRC TABLE R302.6 c 0 I U) 1 I , SEE DWG-1 FOR TABLE v INSULATE WALLS z 1 -v BWL 1-3 I rz I I COMMON WITH LIVING l - -' - — - — - - ; I I AREA LU - C 4 II I ' 1 II I POST (2)1-3/4"x11-7/8"LVL POST I 1 ; _9 -O PLATE HT. (TYP.) '- - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - ----- POST CS-WSP 18080 CS-WSP POST tt BRACING METHOD [�] CS-WSP CONTINUOUS SHEATHING ¢ m 1611 OVERHANGS (TYP.) WOOD STRUCTURAL PANEL • Fenq - DETAIL #1 ON DWG-2 m 2'_/_11 r 181_Qu 21-6n m a .�- 7 U In ® GB GYPSUM BOARD 23'-0" 19'-9'/2' 13'-6'/2' V Z O GB METHODFsss� TABLE R602.10.4 8�1-411 '-' O c� 7"O.C.AT PANEL EDGES 1.1 �; •> M INCLUDING TOP AND R312.2 WINDOW FALL PROTECTION NOTE: BRACED WALL NOTES: BOTTOM PLATES,7"IN FIELD O Smoke Detector 1 .0 9'-1" PLATE HEIGHT Carbon Monoxide Detector j" '� a� �° REFER TO DETAILS ON DWG-2 ALL HORIZONTAL JOINTS `„/ .,. ROOF FRAMING PLAN FOR HOEDOWNS,STRAPPING,BRACED BLOCKED AND TOP OF THE WINDOW SILL SHALL WINDOWS & SLIDING DRS 1ST FLOOR PLAN C0 Refer to DWG-1 General Notes o WALL DIAGRAMS AND DWG-1 FRAMING CONNECTIONS BE A MINIMUM OF 24 ABOVE THE FINISHED „ _ „ ® � '� r--+ " SCALE: 1/4" - 1'-0" FOR NAILING SCHEDULE. ALL BRACED AS PER DETAIL 2 ON DWG 2 FLOOR AND GREATER THAN 72" ABOVE THE FINISHED Plans indicates SILVERLINE Series 2900 Dble SCALE: 1/4" - 'I -0 In accordance with Section 915 of the o � M cn WALL PANELS SHALL BE FULL-HEIGHT Hung Vinyl Window Model Numbers and shall be 2015 IFC as amended by the NYS �n �O p� SECTIONS OF WALL WITH NO VERTICAL GRADE OR OTHER SURFACES BELOW ON THE FIRE BLOCKING SHALL BE INSTALLED uniform code supplement OR HORIZONTAL OFFSETS. EXTERIOR SIDE OF THE BUILDING. SHALL In accordance with IRC R609 IN ACCORDANCE WITH IRC R302.11 O Q To be designed & installed as per manufacturers THRU R302.11.2 AND DRAFTSTOPPING COMPLY AS FOLLOWS: PER R302.12 THRU R302,12.1 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH specification for 140 ultimate design wind speed 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 m and IRC Table 301.2(2) 301.2(3) AREA SCHEDULE R312.2.2 WINDOW OPENING CONTROL DEVICES: 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE Glass Type: LoE2/Argon; U <- .30, SHGC <- .30 NAME AREA SHALL BE OFFSET NOT MORE THAN 4 FEET. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH EGRESS: shall meet R 310 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL ASTM F 2000. THE OPENING DEVICE AFTER OPERATION 1st FLoor Area 1791 sq THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. WINDOW FALL PROTECTION: shall meet R312.2 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Garage Area 522 sq ft. ► 't 4 ;, END OF A BRACED WALL LINE FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Substitutions made upon meeting Code. 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL See page one, general notes for additional s'"''` 01 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE TO MEET EGRESS R310.2.1 `',. R602,10.2.2 code requirements. .�0 SN��yO R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE TYPICAL SOFFIT CONSTRUCTION. EXTERIOR WALL LINE OF THE BUILDING. SHINGLES ON ROOFS WITH SLOPE EQUAL OR GREATER 2"X10" RAFTERS @ 16" O.C. 12" overhangs-typical THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG 6" AZEK fascia & 6" AZEK rake boards THEBAFFLES, or equal SHINGLES BUILDING ROOF SLOPE FROM THE EAVE EDGE OF THE BETWEEN RAFTER Metal drip edge per IRC R905.2.5.5 IRC R806.3 MIN. 1" AIR GAP Fully Vented Vinyl Soffits 4;12 BETWEEN INSULATION AND SHEATHING PROVIDE HURRICANE 12 IN 12 SEE STRAPS ON ALL RAFTERS ELEVATIONS SEE DWG-2 9 - 9 OAD N M RFIBERGLASS AND[ ' ASPHALT SHINGLES, BATTEN OVER 30# FELT, OVER 9'-O" PP LATE HT. (TY .) 5'-6' 8' O' 6-2' S'-O" PLATE HT. (TYP.) 1/2" CDX PLYW'D N IX8 TRIM w/ IX2 GAP 6'-8" TOP OF WINDOWS (TYP.) `fl 2"x4" LOOKOUTS, SPACED o ® � BOARD INSULATION SAME AS RAFTERS Q WALL LIGHT BATTENW 4" CORNER BRDS. (TYP.) CEILING JOISTS W 4" CORNER BRDS. (TYP.) :07 ■ GYP. BD. 1"x2" TRIM 70 1Z 2"x SUB-FASCIA Z Z MOLD 1"X8" FASCIA Q Q Q m FLINISEQ FLOOR LINE FINISH FLOOR LINE 2 - 2x6 TOP PLATES VENTED HARDIE SOFFIT (� W Q Z _ 101E] ® 2"X CONT. OR SIMILAR, REFER TO BUILDER SPECS W = c Z 0 FINISH FLOOR GARAGE — a '. G 1: WALL COVERING � [Z � IX6 TRIM w/ IX2 CAP � N VERIFY STEPS 6 SITE IX6 TRIM w/ IX2 CAP PROVIDE HANDRAILS AS PER CODE ADHERED MANUFACTURED 2"X6" STUDS @ 16" O.C. 1"X TRIM BD. STONE VENEER vJ ZNW -5 FfRONT VIEW SIDING X INSULATION STRUCTURAL SHEATHING (RE:NOTE "A") a SCALE------------------------------------- 1/4" 0 0 Q N U CO U N V >. C C � O O U O to f6 fD N O C U U C .L., O NOTE "A": PROVIDE A MINIMUM OF 1/2" STRUCTURAL WOOD aR cc O PANEL ATTACHED w/8d COMMON OR 10d BOX NAILS AT 6" ` 2�.o ° U w N a O U y c a� �Y aY `o o,N c o m -y o c 3 SPACING ON EDGE AND 12" IN FIELD. o s n NOTE "B": CORNICE DETAIL FOR REFERENCE ONLY. REFER TO C N m..� BUILDER SPECS FOR ACTUAL MATERIALS. L- m o 3 U C O Q 5 D L O Q .0. O C •O .0.. C O C d U C d L•u'� r c E o 0 ` o. 2mam Q ILp C N C N C0 mcnE = r- C vw TYP . CORNICE DETAIL - UNm6 � coE6..=° n SCALE-------------------------------------3/4"=1'-0„ Z a 000 ti w ee 0 0 0 0 0 0 ARAGE DOOR TRACK < 0 4 fV 2"'x4" STUDS @ 16" O.C. 0 SHINGLES LLI 00 w U)OU w U 0 cn BEAM AS REQ'D CHANGE IN SLOPE OOR STOP WITH 2x4 CASING FITTED SEAL TYPICAL SOFFIT CONSTRUCTION. 12 12 INSULATED GARAGE DOOR 12" overhangs-typical 9 9 RE: FLOOR PLAN FOR SIZE 6" AZEK fascia & 6" AZEK rake boards RE:FLOOR PLAN or equal 9'-O" PLATE HT. (TYP.) FOR DOOR HEIGHT Metal drip edge per IRC R905.2.8.5 Fully Vented Vinyl Soffits 11 H ill 6'-8" TOP OF WINDOWS (TYP.) ZCARD ISI AND 7 sem- O BATTEN GARAGE DOOR CLEARANCE 4" CORNER BRDS, (TYP.) O 4 CORNER BRDS. (TYP.J CCt 9 �� ;:� .i I-M] 2 P"o M SCALE------------------------------------- N.T.S. U � to o ,$ THE INTENT OF THIS DETAIL IS TO SHOW THE MINIMUM REQUIRED FINISH FLOOR LINE_ DISTANCE FROM THE TOP OF THE GARAGE DOOR OPENING TO THE �/ o CEILING OF THE GARAGE. ,,� 'IIZ _ Ili ;- 44 U VERIFY STEPS SITE IX6 TRIM w/ IX2 CAP PROVIDE HANDRAILS AS PER CODE F4 Cy ADHERED MANUFACTURED ADHERED MANUFACTURED STONE VENEER STONE VENEER Elm Q �y VIEW RE SCALE----------------------- 1/411 = 11-011 f0 ATF NE`N VENT 12 2" TRIM 9 120 m 9 1 OUTLINE OF DORMER BEYOND BOARD HINGLES IAND BATTEN 2 0 � �- 9'-O" PLATE HT, (TYP.) IX& TRIM 9'-0" PLATE HT. (TYP.) Q I i W W Ur) ZZZ =j 0 0 � _j - � W W < Z r 4" CORNER BRDS, (TYP.) O. C) C) FINISH.LLQ INEm ZNW 5 (X6 TRIM w/ IX2 GAP IX6 TRIM w/ IX2 CAP E a o L m y ADHERED MANUFACTUREDo,'� o E E STONE VENEER £ '�Y r N a .N. o - cg 0 rn °y °S6 N C� O p"p"LET VIE dO L � y !�.g C NN; O O U N p C L 7"' SCALE-------------------------- 114 .c u c o o v a O wpC: -0 �? Ca) N._ O 0Ec L— EE� oa 'L U'0"_' p a) L) �• N � m � cU �-a a�.CZ QLu, V"80 C a) o I -_ m o CU)L L O =)'op L C CLE •C .. I- UUSco5- I- mEn..Eon VENT 2" TRIM VENT t{1 12 -;o„ 12 lo 4 �9 o TYPICAL SOFFIT CONSTRUCTION. p SHIN5 ES g 12 g 12 �m 12" overhangs-typical H 6" AZEK fascia & 6" AZEK rake boards N O - 4,12 or equal of z -o apo r - Metal drip edge per IRC R905.2.8.5 W o Q - �Nb Fully Vented Vinyl Soffits uj 4 m U) W S'-O" PLATE HT. (TYP.) 6 TRI X& T IM 9'-0" PLATE HT, ITYP.) > Q 4 U W U _j 0 C/) w 6'-8" TOP OF WINDOWS (TYP.) � I � qBOARD - - AND 0 0 4" CORNER BRDS. (TYP.) BATTEN o) (m r 4" ORNER BRDS. (TYP.) FINISH FLOOR LINE FINISH FLOOR LI.qE 44"L K IX6 TRIM w/ IX2 CAP 4" CORNER BRDS, (TYP.) IX& TRIM w/ IX2 GAP ADHERED MANUFACTURED ADHERED MANUFACTURED � Q y STONE VENEER STONE VENEER O FRIGHT VIEW ,.1. �Q. rn SCALE-------------------- 1/411 = 11-011 O U � I r CONTINUOUS RIDGE VENT RIDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED .411 BITUMEN SHEET USED IN PLACE OF -' 12 NORMAL UNDERLAYMENT AND Y .� EXTEND FROM THE LOWEST EDGES OF 9 ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2x4 CT16" ON ROOFS WITH SLOPE EQUAL OR GREATER i i 9'- O" PLATE HT, (TYP.) @ oc 12 THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG I I N CV g THE ROOF SLOPE FROM THE EAVE EDGE OF THE -- BUILDING I I I 2x12 RIDGE RAFTER/CEILING JOIST HEEL I -I 12 I I KNEE WALL 12 JOINT CONNECTION -N SHALL BE NAILED I 4" AZEK BEADED 12 3 �" TOGETHER IN ACCORDANCE EXTERIOR WITH TABLE R802.5.1(9) PORCH SOFFIT ON �4 (SEE DWG-1 FOR TABLE) r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FURRING STRIPS 2x6 CJ @ 16" oc o;ry WITH SIMPSON HURRICANE TIE I S'-O" PLATE HT. (TYP.) I LUALL TYP. RAFTER/CLG AT EACH RAFTER HEADER I I BELOW CONNECTION r` I I '3'-0" PLATE I•-IT, (T`r'P.) I I BLOCKING - I I R802.3.2 LAPPED JOIST BLOCKING I I GREAT SHALL BE NAILED with 6-16d WRAP HEADER IN I I COMMON NAILS IN ACCORDANCE C:) ROOM WITH TABLE R802.5.1(9) AZEK BOARDS i CHANCE IN SLOPE FRONT REAR 4" AZEK BEADED i W S W PORCH DINING/ KIT. PORCH SOFFIT ON i i (, Q 01 PORCH FURRING STRIPS I i z Z Z J I I W W Q z F.F.L. MAIN RESIDENCE --•��--�•- - - 9:12 9:12 W = : Z 7 I ' c, (� ti.J LVL Girder ' I ' I W ti Q U 16'-4" 13'-4" ' I Z CV W .. Bottom of deck Bottom of deck o o° pier Footing I E s pier Footing 36" below ' i 6 36" below Grade Minimumi oJ;12 L o s Grade Minimum a: TYP,BASEMENT SLAB I I ' o °c_' " o = 3, 15 i CU ,• o o I I co m c o y o o M o I >•✓1. � II �c� o..a _a� c�m"�c- ui c3 0 coYSECT14N A ooU o oua0 0 N� rn� � N� y SCALE: 1 /4" =V-011 3 I I 9'-O" PLATE HT, (TYP.) or- - -- - - - - - - - - - - - - - - - - - i a •_ = 0 3 � � PROVIDE FIRE BLOCKING IN t'�2 SO s a E o 0 o m� m c m y'Q c o ACCORDANCE WITH R302.11 I m w Z ¢ ru c a L N•D C N N'-- N D OL fA H U N m 6 I-• m E a.0 O d OF THE IRC RESIDEN AIL CODE. I m c n E m m a .. I TYPICAL ROOF CONSTRUCTION (TYP.) Class A Asphalt Roof Shingles w/ TYPICAL FLOOR CONSTRUCTION INSULATION SCHEDULE ' shall comply with RES-CHECK ' r - - - - - - fasteners per manufacturer's specification 3/4" Plywood Span Rated Subfloor, I I and IRC 2015. Glued and Nailed in insulation requirements I I 4:12 Ice & Water barrier as per IRC section R905.1.2 accordance with the fastener schedule. in accordance with IECC 2015 (Note: Double underlayment is required Floor joists and Bridging as per Code. Location R-value Thickness for Roof slopes between 2 on 12 and 4 on 12) 14'-6" PLATE HT. Framing As per plans with 1/2" exterior grade TYPICAL FOUNDATION CONSTRUCTION Flat * R-30c 8 -1/4" I span rated structural plywood Sheathing, in accordance with chapter 4 Vaultteded Clg R-30c 8-1/4" Floor(unheated space) R-30c 8-1/4" ' Nail to framing in accordance Fastener 3000 psi Air Entrained cast-in-place concrete I 9'-O" PLATE HT. (TYP.) Schedules & Strapping per detail sheet(s). wall on cast-in-place Concrete Wall Footing per Exterior 2x6 walls R-21 5-1/2" I ' Flashing per IRC R905.2.8 R403. refer to Foundation Plan for footing size & air seal walls to pass 3 air changes per hourAbove grade attic walls R-15 3-1/2" I thickness. Concrete Horizontal and Vertical Foundation Rim Joist: R-30- 2" closed cell spray foam � 601 TYPICAL SOFFIT CONSTRUCTION. Reinforcement per IRC Chapter 4. & gen note #6. All Glazing U = .30 SCGH: .30 ' N CV ' 12" overhangs-typical Damproofing per R406. 2- 2x6 approved Doors-less than 50% glazing U = .40 ' .. .. 6" AZEK fascia & 6" AZEK rake boards treated Sill Plates, Sill Seal And Termite shield per ° I Door-more than 50% glazing U = .30 SCGH: .30 0 or equal. Section R318. Anchor bolts per Foundation Plan i I Metal drip edge per IRC R905.2.8.5 and R403.1.6 Mechanical Specifications: tiLU Fully Vented Vinyl Soffits • INTERIOR WALL FINISH z 92% AFUE furnace I i o p • i I � z TYPICAL EXTERIOR WALL Provide 1/2" Gypsum Wall Board on ceilings z 13 SEER AC equipment• Mechanical Ventilation z 110 CFM 2x6 Doug-Fir Wood Studs 16" oc. and walls except basement walls & clgs - unless @ >_ One Energy Star bath fan with an electronic programmable timer I w o Double top Plate and Single Sole Plate. noted. Min 1/2" Moisture Resistant Wall Board on I i m 6i 1/2" exterior Grade - Span Rated Ceiling and all walls in Bathrooms (humid areas) I j Q Other Specifications: i SOLAR ENERGY SYSTEMS R324 U Lu Continuous Structural plywood Sheathing. and 5/8" cement board on walls and ceilings in wet areas. . Windows: U<_ 0.30, SHGC<_ 0.30 i � � O � vvi Fastened per Fastener schedule. Provide 5/8' Fire Rated gypsum wall Board on walls I SOLAR ENERGY SYSTEMS SHALL COMPLY tyvec House Wrap or equal. and ceiling located as per code, manufacturers • z 100% high efficiency lighting (CFL's or LED's) I I WITH IRC SECTION 324,APPENDIX U Vinyl or Wood Siding as per clients selection requirements and drawings. 3 air changes per hour I i &NYS SUPPLEMENT.SYSTEMS SHALL BE LISTED AND LABELED WITH UL 1741. • Z All Energy Star appliances I I PANELS SHALL BE LISTED AND LABELED installed per manuf specs and IRC code. I I WITH UL 1703. Cont. load path strapping installed in accordance i R403.6 Mechanical ventilation shall be provided that i � with drawings. Provide Fire Blocking In accordance 9 -O PLATT= HT. (TYP.) i with IRC R302.11 & R302.11.1 and meets the requirements of section M1507 of the IRC L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOLAR READY ZONE: v Draftstopping per R302.12 & R302.12.1 tt IN ACCORDANCE WITH IRC CODE APPENDIX U R403.7 Heating and cooling equipment shall be THE TOTAL SOLAR-READY ZONE AREA SHALL BE sized in accordance with ACCA manual J b a „ NOT LESS THAN 300 SQUARE FEET NOT INCLUDING y 1 -4 ACCESS OR SET BACK AREAS AS REQUIRED BY certified third party rater. 6" OVERHANG (TYP.) THE IRC AND NYS SUPPLEMENT. W g� N ROOF AREA ORIENTATION SHALL BE BETWEEN ^ a 110-270 DEGREES OF TRUE NORTH. .--a _ o ROOF PLAN '""� �' � SCALE: 1/4" = 1'-0" w -d `.' o 00 _ OUTER !INNER EDGE OF BEAM FUR BEAM AS ® SHALL LINE U-WITH RE'nb TO LINE N U OUTER SHAFT OF UP WITH SHAFT COLUMN AS SHOWN. OF COLUMN. ARC CORRECT INCORRECT GOL/ BEAM LOCATIONS SCALE-------------------------------------NTS Q W S W VEN 2 TRI 2 9 L 7� •J TYPICAL SOFFIT CONSTRUCTION. HI L Q 00 12 _ 12"overhangs-typical _ J N 00 6" AZEK fascia&6"AZEK rake boards LL Hardie plank clapboard 9 orequal HI L U) W Q z �` OLITLI E OF DO M R Metal drip edge per IRC R905.2.8.5 W 0 z Z Fully Vented Vinyl Soffits 4.1 / L.. f— F_ � O _ IE ZNWU 9'-0" PLATE HT, (TYP,) N S'-O" PLATE qT, (TYP.) S'-O" PLATE HT. (TYP.) 81- 9'-0" PLATE HT. (TYP.) N N N C ---- = IZ5 1 K11 I W E.0 HARDIE ' HARDIE SHINGLE OR N HORIZONTAL LAP SIDING `t CEDAR SHINGLE = 6'-8" TOP OF WINDOWS (TYI-.) m = o c'o I2 O 7 lo 6"EXPOSURE - - _, _ w v -10 c a° T -�' WALL LIGHT � [11 ® = U �Lca�awa=iU c.Yw 2 'ai°" YF') , o�m o°4 CORNER BIRDS. lTY 4" CORNER BRDS. ITc o _ - LINE ao,wo `o°O t4" CORNER EROS. (TYP.) 2 CT oUo0 - Lid H 3: !E0 FINISH FLOOR LINE oFINISH F m.o s oaoFINISH F QQR GARAGE Pi „ � 'O)WL z- ;i� G VERIFY STEPS ASITE M - :Eot.0 2 tcE °0''0oa PROVIDE HANDRAILS AS PER CODE 22' ;c '6-0 .m o a� C0. co a)vaCU00 m L F- 8 m ff lL m E L.s o 0 LEFT VIEW FRONT VIEW SCALE-------------------------- 3/fro" = V-0" SCALE------------- 3/1(0 V-0" ALTERNATE ELEVATION MATERIALS- 0 C) VEN _ - - N Z 2" TRI O u O) Q OfQ W W C3 W � Q m VENT O SHINGL U W U O" HARDIE O Cl) HORIZONTAL LAP SIDING TYPICAL SOFFIT CONSTRUCTION, 6' EXPOSURE 12"overhangs-typical TYPICAL SOFFIT CONSTRUCTION. C AN I 6" AZEK fascia&6"AZEK rake boards �j► 5HINGaLC(112"overhangs-typical or equal IG1 cj 9 6" AZEK fascia&6"AZEK rake boards Metal drip edge per IRC R905.2.8.5 M""1 = T / or equal Fully Vented Vinyl Soffits r`.►/1 Metal drip edge per IRC R905.2.8.5 Fully Vented Vinyl Soffits 9'-O" PLATE A- HT, (TYP,) 9-O PLATE T. (TYP.) MTI 9�-O" PLATE HT, (TY _ � O h'-8" TOP OF WINDOWS YP') `9 0 TOP OF WINDOWS (TYP.) m N CF) cm O _ 4" CORNER BIRDS. (TYP.)---"" 4" CORNER BIRDS (TY . 4" CORNER BIRDS. (TYP.) 4" ORNER BIRDS. (TY-.) N, U UJH FINISH F OD INE FINISH F OCR INE -.------- FINISH F O INE 4" CORNER BIRDS, (TYP,) VERIFY STEPS 6 SITE _. PROVIDE HANDRAILS AS PER CODE ! RIGHT VIEW REAR` VIEW SCALE-------------------------- 3/1(0 = V-Oil SCALE-------------------------- 311611 = V-OSI � ARc 4"/'.��P his c+ r �I i ATF F NES