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HomeMy WebLinkAbout42316-Z Z'z"4, Fk Town of Southold 11/28/2018 . P.O. Box 1179 53095 Main Rd l * .�T Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40074 Date: 11/28/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1510 Maple Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 35.-6-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2017 pursuant to which Building Permit No. 42316 dated 1/22/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front entry, rear deck and attached one car garage as applied for. The certificate is issued to Esteves Holding Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 11/26/2018 RO-17-0209 ELECTRICAL CERTIFICATE NO. 42316 10/25/2018 PLUMBERS CERTIFICATION DATED 11/20/2018 AndrNKosikoyfki 0000 ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42316 Date: 1/22/2018 Permission is hereby granted to: Esteves Holding Corp 80 Sunset Ave Selden, NY 11784 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1510 Maple Ln., Greenport SCTM # 473889 Sec/Block/Lot# 35.-6-4 Pursuant to application dated 12/8/2017 and approved by the Building Inspector. To expire on 7/24/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,756.40 CO -NEW DWELLING $50.00 Total: $1,806.40 Building Inspec or 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. 1 2:5—le New Construction: V Old or Pre-existing Building: (check one) Location of Property: mak Ld I K, House No. S reet r Hamlet s ff � Owner or Owners of Property: eW � �d)�I ;f Suffolk County Tax Map No 1000, Section �5 Block Ulf Lot O Subdivision Filed Map. Lott: Permit No. p Date of Permit. Applicant:_ �� ( I 1� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Xceck one) Fee Submitted: $ 60 App)hit Signature pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9.502 P.O.Box 1179 • iQ rog Southold,NY 11971-0959 er.richert(a�town.southold.ny.us Q com,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Esteves Holding Corp Address. 1510 Maple Ln City Greenport St: New York Zip 11944 Building Permit#• 42316 Section. 35 Block: 6 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. KC Anderson Electric License No 9722-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 Garage X INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 49 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 12 Smoke Detectors 6 Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesK45 Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4-bath fans, 2-paddle fans, gas cook top, range hood, 40a electric oven, 7-ARC fault circuit breakers, 10-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: October 25 2018 81-Cert Electrical Compliance Form.xls oE so�jyolo Town Fall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 PO. Box 1179 G, Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD DD NOV 2 8 S y �L/L�M1 cJA�1 CERTIFICATION TOWN OF SOUTACLD Date: 170 T) Building Permit No. T� � to 1� Owner: Ks 4' (/e S n6// I/I g W rho (Please print) Plumber: A!J 6 n!!J� Zt I��S K1 (Please print) I certify that the solder used in the water supply system contains less than 2/ 0 of % lead. (Plumbers Signature) ,a {h Sworn to before me this D day of vv,\b ' , 20 - ' N-D, 0', J ,NOTARY PUBLIC , C ID#01DE6368125, EXPIRES % 0 ' • 12/11/2011 NotaryPublic, SN-P�01K County o - o�^'�STA��0� Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1510 Maple Lane,Greenport NY 11944 Test Date 11/8/2018 Building Permit#: 42316 Compliance Pathway Performance Test Completed by: Christopher Silvia A '--IMM Rater ID# 4150294 � VHome Energy Solution PSNET NATE ID# 187 East Main Street N 0 i� 8 ;J ICC ID# Huntington,NY-11743 BPI# 631-673-0664 _ Building Envelope Tightness SOUTLIUM Volume Calculation : Check if: Floor Area Height Volume ❑Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 1003 8 8024 ❑ Sealed Attic 2nd 1003 8.6 8625.8 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 16649.8 ft. CFM @50 pa 824 Air changes/hr@5 a 2.97 CykCode Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement ------------------------- Floor Area 1003 Leakage CFM @ 25pa 39 CFM/100 ftz CFA 3.89 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic •------------------------- Floor Area 1003 Leakage CFM @ 25pa 40 CFM/100 ft'CFA 3.99 Code Compliance:r Pass System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 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 2016 New York State Supplement,Section 4033.4. Signature: r Date: d Christopher Silvia,Home Energy Solutions so//lyo �O • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. fAw .fejo�Av*j i I tz `DAIWA01IJ ✓ b I �Vvv r Qnrri p� n��✓v r✓ '� . DATE INSPECTOR ho�a0f SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTP ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRA / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f(tft(" f S?f b t�Sv 4vmf,l Vl�� Iq- A Yro-�am- IAC l �#- DATE a �'e�I INSPECTOR ho�yOF SOUlyo6 * # TOWN OF SOUTHOLD BUILDING DEPT. 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 'S 7i �� INSPECTOR<Z< yOF SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. e 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PUGH PLBG. [ ] FOUNDATION 2ND [v INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ CTRICAL (FINAL) [ ] CODE VIOLATION [ ]tv(inl,4 CAU KING c rREMARKS: �b�/ cInn f opq e!faA% AA!+%p-n) DKV"" 6 110V Abh� or VW�J-A ' �- fr DATE INSPECTOR 11/ �yOF SObjyO `" O * # TOWN OF SOUTHOLD BUILDING DEPT. °�yronma 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI [ ] FRAMING /STRAPPING [ FINAL fV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: obtjh&s 1� wAw-A. cq�-�ov *e;�;c, GN*N-10, ^� Wj,,,_ ",R4vh Aa , rn 'W", ILA." I fur � DATE 0 INSPECTOR pF SOUIyo<o f # TOWN OF SOUTHOLD BUILDING DEPT. cou►m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. / [ ] FOUNDATION 2ND [ ] INSULATION �� ( cp [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION �[ ] CAULKING REMARKS: DATE l 6 �° INSPECTOR'iE71 oF souryO6 # TOWN OF SOUTHOLD BUILDING DEPT. °`"ou►m � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] !PISULATION [ ] FRAMING / STRAPPING [ FINAL MO [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t 0 sp"Auvi �v6N L/ tole DWt-jjo;�% -Wt3 go�vt-� kat, &C.- GA . �t Sv✓� DATE 1040124aINSPECTOR 1 1 ' • I L • 1 1 FOUNDATION (IST) MA Im �,7 � � - .� � ;phi► � _ FOUNDATION (2ND) M tai'IT , - A Wf7'J".. ;�' ROUGH . . PLUMBING 1 ENERGYfNSULATION PER N. Y. WN STATE . / fru - ► � . • _� �,TI Ii��/t pm NVWAO Mal -m A11 WOMMENTS , ENK2 MI LoweVAKYA IF =IF m1offoupfflo-MIA C� ' :r•wa 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 N,4 4 sets of Building Plans TEL: (631) 765-1802 —Funning Board approval FAX: 631 765-9502 I ti Survey Southoldtownny.gov PERMIT NO. �l \,Check peptic Form N. .S.D.E.C. ;Pro tees —G.O.Application --Flood Permit Examined 20L Sm &Separate --truss Identification Form Sto -Water Assessment Form Contact: Approved ,20 Mail to: I lr`I� �� 1.I ` i �V rz�� wl" �^� � 1t�ut Disapproved c T, Phone: Expiration ,20b V' Building Inspector APPLICATION FOR BUILDING PERMIT -• Date 'T0UN Gr{ S`.d L---2'0' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New Yor and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for re val or demolit1 -as herein described. The applicant agrees to comply with all applicable laws,ordinances,building codXinand regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) ' 1-*q State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder J e ir,, r 1 Name of owner of premises r' i (As on t&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: House Number Street Hamlet County Tax Map No. 1000 Section Block—Block L— Lot l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �a C O'n-V- b. Intended use and occupancy ) 3. Nature of work (check which applicable): New Bui ding i Addition Alteration Repair Removal Demoliti0 Other Work (Description) Estimated Cost Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 8 Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9 Size of lot: Front Rear Depth 1 . Date of Purchase Name of Former Owner "\kZone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO•✓ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of ucmise �� �a,� s o, �r idFo Ihbne No.(6St)QW- WZ- Name of Architect Address 1F,dC1s. -ti -;4C'4> Phone No MIS Name of Contractor Address Phone No. 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 f * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&AI& _ • SC being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the C�AAf-T (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have pe ormed the said work and to make and file this application, that all statements contained in this application are true to the best of Vnowledgeef; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 1-7 TRACEY L. DWYER Notary PublicPUBLIC,STATE OF N Signature of Applicant NO 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,201 5T�O�]E�.I��l WATER, Scott A. Russell SUPERVISOR 5 IWAN AG]EMIENT., SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'llj�D Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) JAN 0 9 2 018. - -DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No . (CHECK ALL THAT APPLY) ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[A B. Excavation or filling 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. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F1[] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete'the Applicant section below with your Name, Signature,Zonuct-Infor4nation, Date & County,lax Map-Number.1 Chapter 212 If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Pro y Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Distad NAME. Section Block Lot FOR >3l IL.[)1 Ca I:I:P^.;t"I'\I'LNT t,`.E ONLY ` _ Contact Information: 1 3 Reviewed By - - — — — — — — — — — — — — — — — — Date: Property Address / Location of' Construction Work: — — — — — — — — — — — — — — — — — IM� I D ,� ^��/1�e ElRequiredApproved for processing Building Permit 1'J — — — �/77 '^ Stormwater Management Control Plan Not Required �illl � ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SN/ICP-TOS MAY 2014 APPLICANT S.C.T.M. 1000 s� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �� a0 �- Stormwater Management Control Plan C ECK LIST NAME. 1�� `� I Section Block tot a S M C P -Plan Requirements: Provide ONE copy of the Building P mit Application. Date: * The applicant must provide a Complete Explanation and/or Rea n for not providing of y all Information that has been Required by the following Checklist! `i!tnel,iii7tltylwnt N,in,Lrr. I. A Site Plan drawn to scale Not Less that 60' tote inch MUST If You answered No or NA to any Item, Ijlease Provide Justification Here! show all of the following items. YES NO NA If you need additional room for explanati' ns, Please Prov de additional Paper. a. Location & Description of Property Boundari b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-1701 d. Test Hole Data Indicating Soil Characteristics&Depth ti Ground Water. __ZJ O e. Limits of Clearing & Area of Proposed Land isturbance. f Existing & Proposed Contours of the Site (Mtn nurn 2'intervals) g Location of all existing & proposed structure • roads, driveways, sidewalks, drainage improvement & utilities. contact I us Engineering at /b5-15150 betore h. Spot Grades & Finish Floor Elevations for all existing & Backfill, OR Provide Engineers Certification proposed structures. that the drainage has been installed to Code. I Location of proposed Swimming Pool and dis harge ring. .1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Allea(s). I. Location of proposed concrete washout areas. EROSION m. Location of all proposed erosion&sediment control measures. Shall inc U e u E [jut be jimited to* 2. Stormwater Management Control Plan must include Calcul itions showing A well maintained that the Stormwater improvements are sized to capture,sto e,and infiltrate Wire Backed SIR Fencing, on-site the run-off from all impervious surfaces generated by a two(21 inchjn Of expose an rainfall /storm event JAN E28 3. Details&Sectional Drawings for Stormwater practices are req fired for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. DUMB] 16 • TOWN of soumon) b Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trenc drains,etc.) d. Leaching Structures (e. . infiltration basins,Swale etc.) V I OR I V.*Al\l:•'I.-:R i DEP! _ "I•MENT USE ONLY'*"�: I . I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is of Complete. Approved By: — — — — — — — — — — — — — - - - - - - - - - — Stormwater Management Control Plan is Zomplete. Date: 'ZZ I ® SMCP has been approved IDX the Engineell ing Department. I l I FORM * SWCP Check list -TOS MAY 9014 TITLE NO: F17-7404-105970-SUFF District: 1000 Section: 035.00 B1ock:06.00 Lot: 004.000 Town of Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Esteves Holding Corp.and their predecessors in title since prior to 1954 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: December 1, 2017 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. GOLESKI Sworn to before me this 1 st day of December, 2017 of y Pub c T`.'ARY B rATA I DO Notary P,iF, c ;1 of N' � v York ,9 0;1a1,`ip,4 ;n ;j,folk County Com nrss oi, Expires t 1 TITLE NO. F 17-7404- STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-035.00-06.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1954. SUBJECT PREMISES: 1000-035.00-06.00-004.000 Merkel Inc. Liber 2645 cp 499 To Dated: 10/28/1946 Maple Lane Farm, Inc. Rec'd: 11/07/1946 Premises & more Maple Lane Farm, Inc. Liber 3989 cp 106 To Dated: 2/01/1955 Cleaves Point Corp. Rec'd: 10/01/1955 Premises & more Cleaves Point Corp. Liber 5612 cp 506 To Dated: 9/04/1964 Dawn Estate Builders Corporation Rec'd: 9/11/1964 Premises & more Dawn Estate Builders Corporation Liber 7574 cp 67 To Dated: 1/15/1974 Theodore Kaplan and Bernard Kaplan d/b/a Rec'd: 1/21/1974 Dawn Estates Premises & more FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SZ4— ��44 � . Sworn to before me this SANDRA J. GOLESKI 1 st day of December, 2017 of u NAARY B rhTAI DO Notary P b! - of New York 2 Lo F9 0-11"i;'-' in ,, j"olk County Corn ,scion ExpireS5 9A Bernard Kaplan and Theodore Kaplan d/b/a Liber 7640 cp 556 Dawn Estates Dated: 5/17/1974 To Rec'd: 5/21/1974 Patrick J. Coyne, Jr. and Dorothy M. Coyne, his wife Patrick J. Coyne, Jr. and Liber 10047 cp 479 Dorothy M. Coyne, his wife Dated: 5/23/1986 To Rec'd: 5/30/1986 Stephen Zaleskie and Joan Zaleskie, his wife Stephen Zaleskie and Joan Zaleskie, his wife Liber 11801 cp 806 To Dated: 11/06/1996 Edward M. O'Neill and Diane O. O'Neill, his wife Rec'd: 11/14/1996 Edward M. O'Neill and Diane O. O'Neill Liber 12563 cp 864 To Dated: 8/26/2008 Esteves Holding Corp. Rec'd: 9/04/2008 LAST DEED OF RECORD PREMISES NORTH: 1000-035.00-06.00-003.000 Merkel Inc. Liber 2645 cp 499 To Dated: 10/28/1946 Maple Lane Farm, Inc. Rec'd: 11/07/1946 Premises & more Maple Lane Farm, Inc. Liber 3989 cp 106 To Dated: 2/01/1955 Cleaves Point Corp. Rec'd: 10/01/1955 Premises & more FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI 1 st day of December, 2017 i Vokry Ptt } P fl'y'P n A 1 f, l York County b County E 'es15-„ 3 Cleaves Point Corp. Liber 5612 cp 506 To Dated: 9/04/1964 Dawn Estate Builders Corporation Rec'd: 9/11/1964 Premises & more Dawn Estate Builders Corporation Liber 7574 cp 67 To Dated: 1/15/1974 Theodore Kaplan and Bernard Kaplan d/b/a Rec'd: 1/21/1974 Dawn Estates Premises & more Bernard Kaplan and Theodore Kaplan d/b/a Liber 8513 cp 313 Dawn Estates Dated: 9/15/1978 To Rec'd: 10/13/1978 North Fork Equities, Inc. North Fork Equities, Inc. Liber 8627 cp 205 To Dated: 5/17/1979 Robert C. Smith and Deborah Smith, his wife Rec'd: 5/18/1979 Robert C. Smith and Deborah Smith, his wife Liber 9422 cp 475 To Dated: 8/24/1983 Robert Trabulsi and Barbara Trabulsi, his wife Rec'd: 9/03/1983 Robert Trabulsi and Barbara Trabulsi, his wife Liber 10886 cp 262 To Dated: 6/13/1989 Robert Trabulsi Rec'd: 6/29/1989 Barbara Trabulsi, as executrix of the Last Will & Liber 11689 cp 831 Testament of Robert N. Trabulsi, deceased, having Dated: 7/19/1994 Been appointed by the Surrogates Court of Nassau Rec'd: 8/16/1994 County on 3/24/1993, Under File No. 279371 To Barbara Trabulsi FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC jwl�Q."�- Sworn to before me this SANffRA J. GOLESKI 1 t day of December, 2017 No u is �'ARv g rATV n() rotary P,l i-' r,f P,jn'N York :o , Q, `,)!k County 4 Comm:ssion Expires 1 aa� Barbara Trabulsi Liber 12678 cp 750 To Dated: 11/07/2011 Doris Badamo Rec'd: 12/07/2011 LAST DEED OF RECORD PREMISES EAST: MAPLE LANE PREMISES SOUTH: MARINE PLACE PREMISES WEST: 1000-035.00-06.00-005.000 Merkel Inc. Liber 2645 cp 499 To Dated: 10/28/1946 Maple Lane Farm, Inc. Rec'd: 11/07/1946 Premises & more Maple Lane Farm, Inc. Liber 3989 cp 106 To Dated: 2/01/1955 Cleaves Point Corp. Rec'd: 10/01/1955 Premises & more Cleaves Point Corp. Liber 5612 cp 506 To Dated: 9/04/1964 Dawn Estate Builders Corporation Rec'd: 9/11/1964 Premises & more Dawn Estate Builders Corporation Liber 6520 cp 317 To Dated: 3/10/1969 Daniel Eginton and Elizabeth Eginton, his wife Rec'd: 3/18/1969 Daniel Eginton and Elizabeth Eginton, his wife Liber 7280 cp 459 To Dated: 10/27/1972 John J. DeDe and Madeline DeDe, his wife Rec'd: 11/10/1972 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI Is day of December, 2017 Not Publi N„'pry .r York A County 5 John J. DeDe and Madeline DeDe, his wife Liber 8280 cp 496 To Dated: 7/26/1977 Robert P. Sanna and Margaret L. Sanna, his wife Rec'd: 8/09/1977 Robert P. Sanna and Margaret L. Sanna, his wife Liber 9158 cp 492 To Dated: 3/03/1982 Robert E. Curtis and Sirkka-Liisa Curtis, his wife Rec'd: 3/23/1982 Samuel R. Crites and Helen L. Crites, his wife Robert E. Curtis and Sirkka-Liisa Curtis, his wife Liber 11601 cp 588 Samuel R. Crites and Helen L. Crites, his wife Dated: 12/17/1992 To Rec'd: 1/05/1993 Ronald Hellman LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI 1 s day of December, 2017 ota Publ' n•C,r?v;3 �r•,ir7r�York N prary ,an In :i i ,clk county C;�M,i�,;ssion Expires�5n 6 -- JU- 113015=°°®®®V �""° JAN. 11, 2008 —OUP°'""' r7 � OCTOBER 25, 2017 (PROP. HOUSE) Cl 0® _' ""G " ,� NOVEMBER 20, 2017 (STORM WA TER) 0 0® 11111=I I1 �I ,0� /\/'1�%�j%�j%///JJJ!!!/JJ[[///�////////�///���' JANUARY 03, 2018 (REVISIONS) YAGGARtN�Op CLEM awo A 6MVEL 10-17-2017 =� Q�`�' . APPROVAL OF STORM ATER M NAGEMENT /���j�' �V ,p��/ CONTROL PLAN -To n ode a r 5 =-o- 81--m o>a. s-o• ` �� 1" Date: !-ZZ- ►\lj_/a IV"_✓ Approved by: LSECH0N @ LEACWNG POOLS `► SWALE DETAIQ. SCALE: NTS F,v 1� c EROSION &SEDIMENT CONTROLS G� Shall include but not be limited to: ,�' " A well maintained Construction Entrance, �60 Wire Backed Silt Fencing, st.: +!"ation & e soil;, kti �� � Q\Q� ��• � ' Seeding of exposed and/or inactiv �.o& DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before � P P V" backfill, OR Provide Engineer's Certification c oi QQ\�, J that the drainage has been installed.itQ rQdp,L "XC-.C. �o " + + ti� `Gd'S �P /J �o� � � PROP05ED 5EPTIG SYSTEM ��\ eaP� +�_ ,�'• °" e�`�j m� 4 6EDROOM HOU5E 'V \� I-PKEGA5T 1000 GALLON SEPTIC, TANK 6•�j + \ 2-LEAGH I NG POOLS 8'+ X 6' DEEP WITH 3' SAND DOLLAR 3' MIN. A60VE GROUND WATER :SPECTIVE VIEWo - \ 'P RAIN RUNOFF CONTAINMENT 2LA c� \\ \+ —��\ �\ ; /+ \ �� GPROPOSED HOUSE • 1352 5QFT. 1352 X 1 X 0.17 • 230 GU.FT. ! COs \ \\ G�p�P �po_ / O ,6 PROPOSED DRIVEWAY • 532 5QFT. � 532 X 1 X 0.17 90 GU.FT. 320 GU.FT. \ t J 320/42.2.7.5 VF. \ + 4-4 \ + Q?oQs �,p QyA PROVIDE (3) DRY WELLS 8'0 X 3' DEEP %REA ® > \\ �`P� y �(� OR EQUAL R FEET 00 \ Q+� :TION DETAIL .00+ .1 rl�� DRY WELLS TO HOUSE GONNEGT WITH GUTTERS + LEADERS ENCE DETAILS �► �' SCALE: NTS 4 �— ��F �'� LOT WYERA&E PROPOSED HOUSE 1352 SQFT. 15�� ,G9 1352/13500 - 10% 10 J�� I � BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD _ Town Hall Annex - 54375 Main Road - PO Box 1179 l � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richerta-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Z Company Name: Name: (, License No.: _ MEL email: Address: 76 Phone No.:JOB SITE SITE INFORMATION: (All Information Required) Name: -( - o G rr Address: (A c �— Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: p 35 Block: OCe Lot: q BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Final Do you need a Temp Certificate?: 1 NO Issued On Temp Information: (All information required) SerSi Service ze 1 Ph 3 Ph Size: l A #Meters Old Meter# New Servi - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V82-RequestmAs l l SUFFI7zA_ G Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road -< Fax(631)765-9502 P. O Box 1179 � CA? 2 Southold, NY 11971-0959 F BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOL) CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: , Owner: –WV6 ftid , Imo- Location.of Property: I U Iy IL��I �_�{�,E� 0(jH'M N11 Please take notice that the(check applicable fine): New commercial-or' residential,structure . .. ,_% .Addition to eA40-,' • . .. , -..: - __..;�,_.i;;,» ,� • nq.dgmmerciatpQ residential structure' , Kehabilitatior! b. existirig`commercial or residenfi at�structure to be.constrtxt 'Qi,perforriied•at the subject property reference:abdve will ttlize (check applicab" oy Trutt hype construction (TT) - - ----- ----Pre-enginei5r'ed Vyocad construction (PW)------ - -- - —~-- -- Timber construdiofi f 6 , in the following locations) (check applicable find): �✓ Ffoor framing, including girders and beams (F) oof framing (R) F r d roof framing (FR) Signature: rl `� Name (person su mitfing this form): b��1 T �l t/�I C 1 Capacity (check applicable line): Owner Owner representative TrussReg15-docx Effective 1/1/2015 �'�.r-rte .}.r•.4t�.7 2`'� I,.�fa�,•r•.s. •EC•C.���✓.:y t•d r.'t •cam tt:'r'7Y•�,�..<.'�" !'.`.''y$S���-"+������-,r�`y),ytf,��i,'Z�rS�.v z%T".•�rs;v�•i<«�,r�v�jr ,,:r.+•^�1�fr�T��•�1��'""�-,)•xa3yt:'"`'•a�'::w''.✓C�•�%yt,•�rft:Sf��S• ���•'•Sf'••+y.•17�'�:y�1a•�, :n:==�•��;'��' irtr'yt�'ryt y e•.'.'y..�^1%��' •�iij'���.35�1�3' • i ✓� ^V::s '•y`F' °'rs";,;.. 1 •.7:•.sA:SN '�`i+l.C,%'�''�?,,,•�;• .:i�';`r1i�•Z1 ta�•.r. h.:A iG!. �a•�i�l•t i :�`fyt'•'"� s• ^:';`•lC, ��'. ?:��;;, 'gid:yt'�isr •'.'!�t..::a�; t S 1 • 1. • • • 1 e - C i ° i � • . i • • A ` TEST HOLE DATA M005ED SEPT I G SYSTEM a cwosGl9w-z k 4 6EDROOM -�ouSE 4/23/04 a�� O EL.16.0 X- SURVEY OF LOT 43 1-PREGA5T 1000 GALLON SEPTIC, TANK - � 'MAP OF SECTION 2 CLEAVES POINT' 2-LEAGHING POOL5 84 X 6' DEEP GROWN 51LTY SAND 5M WITH 3' SAND COLLAR 3' MIN. A60VE GROUND WATER 3' FILED MAR. 13, 1982 FILE NO. 3521 PALE DROWN FINE ,�° A T EAST MARION RAIN RUNOFF CONTAINMENT 14.4• TO MEDIUM SAND SP 0,,��' TOWN OF SOUTHOLD 69 PROPOSED HOUSE 1352 5Q.FT. WATER IN '� ' SUFFOLK COUNTY, N. Y. 1352 X 1 X 0.17 • 230 GU.FT. PALE BROWN FINE �t ��` �QF. �� �iw 1000-035-06 -04 PKOPO5ED DRIVEWAY • 532 5Q.FT. 17 TO MEDIUM 5AND 5P O� kry��i �v _n Q O ff; � �y SCALE: 1� 300 532 X i X 0.17 • 90 GU.FT. �' d�P 1 �-' �Q JAN 11, 2M 320 GUT. �` ,sP�'�l OCTOBER 25, 2017 (PROP. HOUSE) 320/42.2.7.5 VF. 000 �F,P o• ��oop�ylp� /+ ° '�` PROVIDE (3) ORY WELL5 84 X 3' DEEP OR EQUAL DRY WELLS TO HOUSE CONNECT SOA WITH GUTTER5 + LEADER5 O LOT GOVERAGE �,�. `16 `{r '� ss``r� �F" `.T`-----�y � PROPOSED HOU5E • 1352 5Q.FT. 1352/13500 - lOX ���++• +- t� vo� �v NO 4. �r toy PIPE l 1 ...:.,..,. ,. MONI `ENT c�of N yvr AREA = 13,500.00 SO. FT. ��h �' ' o �cE 1 ELEVATIONS ARE KEFEKNGED TO NAVD 88Or I AM FAMILIAR WITH THE 5TANDARD5 FOR APPROVAL AND .CO•t1C �- rt � {,'�, C01•45TKUCTION OF 5UI55UKFACE 5EWAGE DISPOSAL SYSTEMS FOR 51N61-E FAMILY KE5IDENGE5 AND WILL A61DE 15Y THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CON5TKUCT. THE LOCATION OF PU6L:C WATER, WELLS AND CE55POOL5 SHOWN HEREON ARE FROM N. 618 ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION OF 5EGTION FIELD OI55EKVATION5 AND OR FROM DATA 06TAINED FROM OTHERS. P _ YORS, P C 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 PER 5EC.TION ADDITIONALLY TO GOMPI.Y WITH SAID LAW THE TERM "ALTERED 13Y" MUST BE (631) 765-5020 FAX (631) 765-1757 720 9-5Uf5D I V 15 I ON 2. ALL CERT IF I GAT IONS HEREON ARE VALID FOR TH 15 MAP U5ED 15Y ANY AND ;•.LL SURVEYORS UTILIZING A DOPY OF ANOTHEK5 P.O. BOX 909 AND GOPIE5 THERE OF ONLY IF SAID MAP OR C.OPIE5 DEAR THE IMPRESSED 5UKVEYOK5 MAP.TEKM5 %UR H A5 "INSPECTED" AND "6R0007HT- TO- DATE" ARE 1230 TRAVELER STREET 8 SEAL OF THE SURVEYOR WH05E 51GNATUKE APPEARS HEREON. NOT IN COMPLIANGE WITH THE LAW. SOUTHOLD, N.Y 11971 vv-2 2 CHAPTER 236 COMPLIANCE DATE. 11/20/2017 JOHN T. METZGEK SPDRMITATSR MANAGMTDII'CONTROL PLAN APPLIGANT, R06EKT CK15C.ITO N.Y.5. LIG. NO. 49616 SURVEY OF LOT 43 R SPORMWATSR DETAUS 1000-35-06-04 PEGONIG 5URVEYOK5, P.G. 1510 MAPLE (631) 765-5020 FAX (631) 765-17'r7 'MAP OF SECTION 2 CLEAVES POINT' S"THICK PRECAST PROPERTY P.O. DOX 909 KEEET 60'MIN BEARING SLS EXISTINGMCRAss E55' EAST MARION, N.Y. =RAVE!N.Y. ii9 i SWALE FILED MAR. 13, 1962 FILE N0. 3521 BUT SUFFICIENT TO KEEP GRASS A T EAST MARION 8EDIMENTON SITE AREA TYPICAL CAST IRON INLET MAY BAIL AND/OR GRADE GRATE&FRAME GRADE SILT FENCING n = TO WN OF SO UTHOLD " _ SUFFOLK Y •'.'-�F�:'•:�..-r<^'" y•`� ' • • d = v: : 1000-035-06-04 ri �:=>r ��= ks r _ } �o o® ®® ® SCALE. 1'— 30' ;'`% 0®®®® CLEAN SAND<t — Cl 13 M ED GRAVEL JAN. 11, 2008 CONSfRUCTIONENTWWCE-FOUNDATION O e'DIAMETER x S' OFCOMPACTED 3/4"STONEBLEND OCTOBER 25, 2017 (PROP. HOUSE) PRECRETE ORNY.STATED.O.T.APPROVEDR.CA 017 M LEACHING PoINGG. HAY BAIL ANDIOR RuTrn GRADE I E EXIm"G Ic NAGE. 15 j a®® NOVEMBER 20, 2017 (STORM WA TER) SILT FENCING i ® I L I I I= PLAN VIEW JANUARY 03, 2018 (REVI'S/ONS) I��II YAGG 138 CLEAN SAND a GRAVEL _� 10-t 7-tot 7 I c • � GROUND WATER I 2'-0" S'-0^ DIG. 2'-0" D. r ppSMNG GRADE ROAD TYPICALSECTTON @ LEACHING POOLS HAYBAILANDroR CONSTRucnONENTR'NCE-FOUNDATION OF COMPACTED GRASS SWALE DETAII. SCALE: NTS BLE SILT FENCING 3/4"STONE NDORN.Y.STATED.O.T.APPROVED RCA RLLT01 IrMm)ABOVEEXISTINGGRADEFORDRAINAGE 110 v O CROSS SECTION Gv� TEMPORARY CONSTRUCTION ENTRANCE 04 SCALE: NTS 16 1�y 16. v,O G oo \N FLOW � —' 'r-rMAX C.bQ 0°oSS" + + `�`' �P� �``' PROPOSED 5EPTIG SYSTEM 0 \ �� �° 4 BEDROOM HOUSE 03. l 1 + .+ l0 �� 9y 0 \ 1-PKEGA5T 1000 GALLON 5EPTIG TANK 4^ VERTICAL r' C� FACE 2-LEACHING POOLS 6'� X 6' DEEP SLOPE t�� O MIN.�0 116 \ 5• �� o• 10.�Jt>`� _ WITH .3' 5AND COLLAR, 3' MI,�. AE30VE GROUN F)' D WATER BEDDING DETAIL PERSPECTIVE VIEW \\ ��9�0sle ANGLE FIRST STAKE TOWARD r% ^� \ ,� j SE" MINIMUM 2 x 2 \ P"OUSLYLAIDBALE. �^ Yr- FENCE POST 2 �F u ,. I �, ; 1� RAIN RUNOFF CONTAINMENT Lot `\ \��� `�\ i\ %� + \ `�i�`r" 1�1 G��� PROPOSED HOUSE 1352 5Q.FT. FLOW ���'c „f�'FZ' WOVEN WIRE FENCE f� (LV• (s x s• 10110 wwF) 1352 X 1 X 0.17 - 230 GU.FT. FILTER CLOTH 2 C\ \OI(",0* `. 0+ 16 PKOPO5ED DRIVEWAY • 532 5Q.FT. / 532 X 1 X 0.17 - 90 GU.FT. ��ic� . '�� '• � \ � + + of 1�y BOUND HAY BALES EMBED FILTER CLOTH O \ + / F �� 320 GU.FT. PLACED ON CONTOUR MIN. 6" INTO GROUND1:61 \ + + O J\�1 F �� 320/42.2.7.5 V.F. �� \ � Qoc�.S,S \ 2 RE-BARS: STEEL PICKETS OR \ + Flo `7 \ 2^x 2"STAKES 1.6'to 2' IN GROUND. NOTE: 7 ® \ P�P� 1F 4vPROVIDE (3) DRY WELL-5 84 X 3' DEEP DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGEAREA ! \ HAY BALES. 112 ACRE 1 100 LINEAR FEET 00 � OR EQUAL r DRY WELL-5 TO HOUSE CONNECT �� � 0O ANCHORING DETAIL SECTION DETAIL „ 0 Sy 41 l��G WITH GUTTERS + LEADEK5 STRAW BALE DIKE DETAILS SILT FENCE DETAILS �y 11• 6 j" SCALE: NTS SCALE. NTS LOT GOVERAGE 14 G PROP05ED HOU5E - 1352 5Q.FT. 6 Fj�� 1G9 _��1G 1352/13500 lOY 'd0 tiG\'��' 0 nD 1 •j i J t'- 1 y. JAN 3 2018 t 7'O'NN OF 8001-HO'LiD PIPE 0 - MONUMENTp TEST HOLE DATA 'Y IIIIGDONALD GEOSC LENGE4�- 4/23/09 -01 a td'a€ r! "a AREA = 13 500.00 SO. FT• ,dKp ELEVATIONS AND CONTOURS ARE REFERNGED TO NAVD GROWN 51LTY 5AND 5M 88 3, �, �-.�+.• � � I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND PALE GROWN FINE GON5TKUCTION OF 5UB5UKFACE 5EWAGE DISPOSAL SYSTEMS FOR TO MEDIUM SAND 5P 17LA Y.S. LIG. NO. 49618 5 FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS THE LOCATION OF PUBLIC WATER, WELL5 AND CE55POOL5 SHOWN HEREON ARE FROM PEGONIG SURVEYORS P.G. SETT F FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS. 14.4' ' ANY ALTERATION OK ADDITION TO TH15 SURVEY 15 A VIOLATION OF 5EGTION WATER IN (631) 765 -5020 FAX (631) 765 - 1797 ADDITIONALLY TO COMPLY WITH 5AID LAW THE TERM "ALTERED BY" MUST BE 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 PER 5EGTION U5ED BY ANY AND ALL SURVEYORS UTILIZING A DOPY OF ANOTHEK5 PALE BROWN FINE P.O. BOX 909 SUBDIVISION 2. ALL GERTIFIGATIONS HEREON ARE VALID FOR TH15 MAP BROUGHT- TO- DATE" ARE 17 TO MEDIUM 5AND SP AND 5UKVEYOK5 MAP.TEKM5 5UGH A5 "IN5PECTED" AND " AND COPIES THERE OF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED 1230 TRAVELER STREETQ�_��� SEAL OF THE SURVEYOR WH05E 51GNATUKE APPEARS HEREON. NOT IN GOMPLIANGE WITH THE LAW. (J SOUTHOLD, N.Y. 11971 TEST HOLE QATA PROPOSED SEPT 1c, SYSTEM W-O NALD GEOyGIENCE 4 f5EDROOM HOUSE 4/23/OM t-PRECAST 1000 GALLON SEPTIC LANK 0 EL.16.0' SURVEY OF LOT 43 2-LEACHING POOLS X 6' DEEP I WITH 3' SAND COLLAR 3' MIN. ABOVE BROWN SILTY SAND 5M 'MAP OF SECTION 2 CLE A VES POINT' GROUND WATER 3' FILED MAR. 13 1962 FILE NO. 3521 FPALE BROWN FINE O - MEDIUM SAND SP ,�� � A T EAST MARION G� RAIN RUNOFF GONTA I NAAFNT 14 4. TOWN OF SOUTH PROPOSED HOUN SE = 1352 Sp.FT WATER IN O UNT Y, N. Y. 6a 1352 X I X 017 • 230 GU.FT PALE SUFFOLK C OLD DROWN FINE �, PROPOSED DRIVEWAY • 532 5Q.FT '7 TO MEDIUM SAND 5P o� kti ��� oo Q�Q�' ��� 1000-035-06-04 532 x 1 x 017 • 90 CU.FT g. SCALE.' 1'= 30' 320 GU.FTC O; JAN. 11, 2008 320/42.2.7.5 VFOCTOBER 25, 2017 (PROP. HOUSE) ��/ May 4, 2018 (U.C. PROVIDE (3) DRY WELL5 60 X 3' DEEP OR EQUAL ` v 5 i CRY WELLS TO HOUSE CONNECT 's WITH GUTTERS + LEADERS 00 161 LOTGOV _R A<�F � ,�6 h° �`�G� ` '� // Ao%� •00. PROPOSED HOUSE 1352 SQ.FT 352/13500 10r 0. eoA o � o 4tiA q � 00 r� SSS 1 I IL •00. ,10 = PIPE 6C� = MONUMENT O� 'L G�E,v. 0 AREA = 13,500.00 SOF NS SO. FT. ELEVATIONS ARE REFERNCED TO NAVD I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND DONS?RUCTION OF 5UD5URFAGE 5EWAGE DISPOSAL 5Y5TEM5. FOR J� SINGLE FAIV LY RESIDENCES AND WILL A61DE f5Y THE GONDITION5 �� E SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT THE LOCATION OF PUBLIC WATER, WELL5 AND CESSPOOLS SHCWIv HEREON ARE FROM ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION OF SECTION FIELD 065ERVAT I ON5 AND OR FROM DATA ODTA INED FROM OTHERS Y.S. LIC. NO. 49618 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT A5 PER SECTION ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM E ORS• P.C. 7209-5J5DIV!5!ON 2 ALL CERTIFICATIONS HEREON ARE VALID FOR THI5 MAP USED DY ANY AND ALL 5UZVEYOK5 UTILIZING A COPY OFTANOTHE:S MUST DE (631) 765-5020 FAX (631) 765-1797 AND COPIES THERE OF ONLY IF SAID MAP OR COP1E5 DEAR THE IMPRESSED 5URVEYOR5 MAP TERMS SUCH AS "INSPECTED" AND "DROUGHT- TO- DATE" ARE SEAL OF ?HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. P BOX 909 NOT IN COMPLIANCE WITH THE LAW 1230 TRA VELER STREET SOUTHOLD, N. Y. 11971 86-222 TE5T HOLE DATA SCDHS REF# R10-17-0209 SURVEY OF L 0 T 43 N W-CONM D GEosuorcE 'MAP OF SECTION 2 CLEAVES POINT' 4/23/04+ FILED MAR. 13, 1962 FILE NO. 3521 0' EL-16.0' AT EAST MARION GROWN SILTY SAND SM 3' TOWN OF SOUTHOLD '`�� o PALE DROWN FINE G��� SUFFOLK COUNTY, N. Y, TO MEDIUM SAND 5P 1000-035-06-04 >4.4 Q FEN. SCALE: 1'= 30' 1 '5•W 04% �, JAN. 11, 2008 WATER IN @ , P� 9 PALE DROWN FINE � 'I�t' pO DW OCTOBER 25, 2017 (PROP. HOUSE) TO MEDIUM 5AND 5P vO ,��5• a NOVEMBER 12, 2018 (RNAL) ti Q � eP� FE.END l�k le V , � 'oo o�G� 00+ SEPTIC LOCATION �,6 �; AA os'� a ST LP2 w!1 A w wBw y ir. \jig�t � A•� tS`' FE COR. ST 12' 36' N� o �y 1.8'N104- 1�ti U311 26' 50, LP2 15' �6, `roe o 0 KEY v 4 o - REBA R � oo �,a ® — WELL o. ,. �,$ •�y1 * A = STAKE ► S ' Nov 1 = TEST HOLE= PIPE O O ■ = MONUMENT ti6�� ��1 Q TOWN OJF SOUjj'-`.;�3v,— = WETLAND FLAG SOF NEP" 7L = U71LITY POLE y AREA = 13,500.00 SO. FT. i ��la " EIEVA77ONS REFERENCED TO NAVD 88 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND ✓O 4,� i, WILL ABIDE BY THE COND17101VS SET FOR7H THEREIN AND ON THE PERMIT TO --•�''�r CONSTRUCT. The location of public water, wells and cesspools shown hereon are from field observations and G� •S L/C. NO. 49618 or from data obtalned from others PECON/ ._S RS, P.C. ANY AL7ERA770N OR ADD17ION TO 7HIS SURVEY IS A WOLA7701V OF SEC7101V 7209OF THE ADD17701VALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" MUST BE USED BY ANY (631) 765-5020 FAX (631) 765-1797 NEW YORK STA 7E EDUCA7701V LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL AND ALL SURVEYORS U77LIZING A COPY OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS P.O. BOX 909 CER77nCA77ONS HEREON ARE VALID FOR 774IS MAP AND COPIES 7HEREOF ONLY IF SAID "INSPECTED" AND "BROUGHT— TO— DATE' ARE NOT IN COMPLIANCE WITH 7HE LAW. MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE 1230 TRAVELER STREET p6_s>22 APPEARS HEREON SOUTHOLD, N.Y• 11971 U �G TE5T HOLE DATA SCDHS REF# RI0-17-0209 SURVEY OF LOT 43 N mcooNAt-a 611505CltI 'MAP OF SECTION 2 CLEAVES POINT' 4/ FILED MAR. 13, 1962 FILE NO. 3521 EL.16.0' A T EAST MARION GROWN SILTY SAND sM TOWN OF SOUTHOLD 3, ,�O SUFFOLK COUNTY, N. Y. PALE GROWN FINE �' TO MEDIUM 5AND SP Q\Q� � 1000-035-06-04 14.4' �6 FEN. SCALE 1'= 30' � ''SWATEK IN1 M JAN. 11, 2008 PALE GROWN FINE �`� rl�� 0o DW OCTOBER 25, 2017 (PROP. HOUSE) 17 TO MEDIUM 5AND 5P �,° 1�5 NOVEMBER 12, 2018 (FINAL) 0 T O� P MEND wD a+ 10,0 40 � MW 3 DW SEPTIC LOCATION ti .A■ .B. FY ; s. ��'P� < ALP2 0 ' ' ; ' `7`0�AIORKS FOR 1 S. FE.COR. d� •yam 1: i.. f. a` r � ST 12' 36' LPI i:a N LPI 26' S0' �v'► �,°� °� ,yam �y ��, o��` T'he senanF di30='and water supply fal%fies at this:xation have been y�E ^ted and/or certified by this nr►t�or other ay.nciss and found b \� + b9actory FOR A MAXIMUI _ gEpRp�Mc LP2 15 46.5 0� °W ��y°o��s� 1�y oo Ci '' �,�_ c C ; V ropper, P.E., ('',7-f KEY Qy = REBAR , 00 0 00,0 moo. 56.11 �►� A = STAKE cj = TEST HOLE • = PIPE ■ = MONUMENT = W7r7LAND FLAG 95 D C7Q_) = UTILITY POLE OF NEk;l AREA = 13,500.00 SO. FT. ,tro ELEVAflONS REFERENCED TO NA MD 88 S TOWN OJ?SOUTilCLD I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND �;:• °,- WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. The location of public water, wells and cesspools shown hereon are from field observations and .S LIC. NO. 49618 or from data obtained from others. p S, P.C. ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA7701V OF SEC77ON 7209OF THE ADDITIONALLY T17 COMPLY WI1N SAND LAW THE ]ERM "ALTERED BY MUST BE USED BY ANY (631 — FAX (631) 765-1797 NEW YORK STS H EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIWSIOIVONLY 2. ALL AND ALL SURVEYORS U77UZ/NG A COPY OF AN07HERS SURVEYORS MAP.TERMS SUCH AS CERIIFlCA710NS HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF SAID P.O. BOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE "INSPECTED' AND "BROUGHT— TO-- DATE" ARE NOT /N COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET f� APPEARS HEREON. SOUTHOLD, N.Y. 11971 86-222 REScheck Software Version 4.6.4 Compliance Certificate Project the americana Energy Code. 2015 IECC Location: Southold, New York Construction Type. Single-family Project Type- New Construction Conditioned Floor Area 1,013 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date. Permit Number- Construction Site: Owner/Agent: Designer/Contractor: maple lane robert criscito Robert Higgins East Marion, NY twin fork development Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol com Compliance: Passes using UA trade-off Compliance 8.8%Better Than Code Maximum UA 319 Your HA. 291 Maxmm�n 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 Gross Area Cavity Cont. Perimeter Floor 1: All-Wood joist/Truss:Over Unconditioned Space 1,033 30.0 0.0 0.033 34 Wall 1: Wood Frame, 16" o c. 2,176 21.0 0.0 0 057 102 Window 1. Vinyl/Fiberglass Frame:Double Pane with Low-E 280 0.300 84 SHGC 0.30 Door 1: Solid 53 0 400 21 R5 steel insul Solid 17 0.200 3 Door 3. Glass 40 0.300 12 SHGC. 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 946 30.0 0.0 0.035 33 Ceiling 2 Cathedral Ceiling 55 30.0 00 0.034 2 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. robert higgins architect �e�¢�t� 11/18/2017 Name-Title Signature Date Project Title: the americana Report date: 11/18/17 Data filename: C-\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 1 of 9 maple la americana.rck REScheck 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103 1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable t, Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA CoolingCooling. t� Manual J or other methods ❑Not Observable Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: the americana Report date- 11/18/17 Data filename. C.\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 2 of 9 maple la americana.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID__ 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. '[FO11]2 protect exposed exterior insulation ❑Does Not {y and extends a minimum of 6 in below ❑ grade. Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [FO12]2 installed. ❑Does Not V ❑Not Observable El-Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: the americana Report date: 11/18/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\mapie la East Marion\energy Page 3 of 9 maple la americana.rck Section Plans Verified Field Verified # Framing i Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402 1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable V ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402 3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 V 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not V with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1,1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not as instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not V >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter 403.3.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not V ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 4F or chilled fluids ❑Does Not 0 below 55 4F are insulated to>_R ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Exception: Requirement is [FR24]1 piping ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. '[FR18]z ?R-3 ❑Does Not v ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- the americana Report date: 11/18/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 4 of 9 maple la americana.rck Additional comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: the americana Report date: 11/18/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 5 of 9 maple la americana.rck Section plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN 1312 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable Ff ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the _ underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value If this is a R- R- ❑Complies See the Envelope Assemblies .402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation if requirement applies(FR10). EJ Steel EJ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: the americana Report date: 11/18/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\mapie la East Marion\energy Page 6 of 9 maple la americana.rck -section Plans Verified Field Verified -_ # I Final Inspection Provisions Value Value Complies? Comments/Assumptions j & Req.ID 402 1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, Steel ❑ Steel ❑Not Observable 402.2.6 [Fl1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable '402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. (F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable )402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not ­3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to []Not Applicable occur during Framing Inspection 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable ,403.1.1 Programmable thermostats ❑Complies Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. []Not Applicable 1403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. []Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: the americana Report date: 11/18/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 7 of 9 maple la americana.rck Section plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. [:]Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. (FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. ,403.5.11 Heated water circulation systems ❑Complies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Requirement will be met. ,[F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. '[F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable '404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- the americana Report date: 11/18/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 8 of 9 maple la americana.rck section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID _ 401.3 Compliance certificate posted. ❑Complies Requirement will be met. (FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- the americana Report date: 11/18/17 Data filename: C-\Users\Admin\Documents\COPY D 1104\builders\criscito\maple la East Marion\energy Page 9 of 9 maple la americana.rck 4 . 2015 IECC Energy Efficiency Cerii 'Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.40 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments DO NOT PROCEED WITH FRA10ING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. Must provide Manuals D, J and S as per PR VED AS NOTED NYS Energy Code DATE: B.P.# FEE: BY:—4—� NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Blower door 1. FOUNDATION - TWO REQUIRED and ductwork FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING testing required. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Fire separation YORK STATE. NOT RESPONSIBLE FOR required as per DESIGN OR CONSTRUCTION ERRORS. NYS Code All exterior lighting Installed, replaced or COMPLY WITH ALL CODES OF repaired shall conform NEW YORK STATE & TOWN CODE`; to Chapter 172 AS REQUIRED AND CONDITIONS OF of the Town Code ^� iru�i n TninAl 7Rh RD PLUMBER CER TIFICATIOI'v T. ON LEAD CONTENT BEFC,- C CERTIFICATE OF OCC(J.,"M,%1, ' SOLDER USEC SUPPLYSYS EXCEED 2110 C;- I ; PIe..UMBINO OCCUPANCY OR ALL PLU.'I:ANG!A'AS,-F USE IS UNLAWFUL ���.-� ` If. . ` : _ TES j!h'^ WITHOUT CERTIF'�:''` }" OF OCCUPANCY TRUSS PLACARpING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before ELECTRICAL Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. INSPECTION REQUIRED GENERAL CONSTRUCTION NOTES1 ' FASTENING 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 DESCRIPTION NUMBER AND TYP SPACING AND Code books included but not limited but not limited to: until the first floor framing is in place or brace the foundation (inches)- Uni6abitable attics without storage 10 OF FASTENER LOCATION 2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement Energy Conservation Construction Code; NYS 2016 suplement to the New York State Energy 16. Double joists under parallel partitions and under whirlpool tubs. Bathtub (with Or without shower head Uni habitable attics with limited storage 20 10 ROOF FRAMING 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 Mechanical code; Fuel gas code; Existing building code; Property maintenance code Ha itable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL ALL CODES shall supercede the drawings and shall be incorporated into the 17. Metal flashing shall be installed were concrete abuts wood, Clothes washer standpipe__ 2 Bal onies(exterior)and decks 40 10 drawings WHETHER they are indicated on the Plans or NOT. and were decks abut house framing. CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Dishwasher on separate trap) - 2 Fir escapes 40 20 2 3-8d COMMON EACH JOIST,TOE NAIL 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 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 OR 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 _112 pas engervehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER dimensions, existing or new and be responsible for field fit. openable area to the outdoors shall be 4 percent of the floor area being Laundry tub one or more compartments) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ventilated. Refer to IRC Residential Code section R303 Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER To TOP PLATE 3-1Dd COMMON OR 2 TOE NAILS ON ONE SIDE AND Shower based on the total flow rate through Sle in rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O shall be installed in accordance under latest State approved Building Codes. ( g p g OF EACH RAFTER OR TRUSS All systems are to be designed, installed, �&specified by the general contractors; HVAC, 20. All window and door headers to be 2-2x10 unless noted otherwise. showerheads and bodysprays) Stairs 40 20 4-16d OR electrical or plumbing sub-contractors. Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL Electrical certificates are to be provided the electrical contractor. 21. Vent dryers to exterior as per IRC Section M1502 1 Rodf ry' Vent range hoods as per IRC Section M1503 5.7 gpm and less -1/2 20 zo 3-16d BOX OR LL.LL 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 2-16d COMMON END NAIL 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. AL�OWABLE 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 ST UCTURAL MEMBERS DEFLECTION 2 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON disturbed by construction. Raters having slopes greater than 3/12 with 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/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX and on each story of the dwelling, including basement and cellars and not less than 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS is"O.C. FACE NAIL Where the building official determines that in-place soils with an allowable bearing capacity ry g. g (3-1/z"x o.is2") v J 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 Int ' riorwalls and partitions H/180 16d COMMON 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES interconnected and hard-wired to a commercial source. (3-1/2"x 0.162") be determined by a soils investigation. TABLE R302.6 L/360 5-8d BOX(2-1/2"X0.113") WHENEVER an alteration, addition, or conversion is made to an Existing 11 CONTINUOUS HEADER TO STUD - o o Residence, the smoke detections stem of the ENTIRE residence must be DWELLING - GARAGE SEPARATION All other memebers OR 4-8d COMMON TOE NAIL Z W 6. Cast-in-place concrete shall be air entrained; 5/a < 7/a total air content by volume and have Y L/240 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, brought up to code, hard-wired and interconnected. SEPARATION MATERIAL 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 Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL ( - 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 TO 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) U W All Concrete shall conform to the latest ACI standards. of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Ext,6rior walls-wind loads/Flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END z Shall be Installed outside of each separate sleeping area in the immediate FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD SIESMIC BRACED WALL LINE SPACING>25' 12-16d (3-1/2"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) Reinforcement: Steel reinforcement shall comply with the requirements vicinity of the bedrooms. combination carbon monoxide and smoke alarms L=span length,H=span height shall be permitted in lieu of carbon monoxide alarms. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), IRC TABLE R802.5.1(9) 1 1 1 of ASTM A 615, A 706 or A 996. p USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN ill"-INCH GYPSUM BOARD L1,� OR BLOCKING (NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 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 GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD R FTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL2E switch with battery back-up. Battery-powered alarms are not allowed. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL W Location of Reinforcement: The center of vertical reinforcement in basement walls shall be EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). 24. WALL BRACING: Buildings shall be braced in accordance with IRC SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL section COntInUOUS Sheathing method. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located , t , ' 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 W to provide a maximum cover of 1-1/4 inches from the inside face. 17 TOP PLATESLAPS AT CORNERS AND INTERSECTIONS FACE NAIL to Figure R602.10.7. Braced wall panel connections RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: 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 3-8d BOX Based on R404.1.2(1) - (includes basement entrances and window wells) � NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL 2-8d COMMON 2 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3: 12 is"O.C. 5 s 10 13 wall and One#4 bar near mid-height of wall. provided to transmit the applicable uplift forces in section R80211.1 from the Greater than 8 foot Wall Hei ht: One#4 bar within 12 inches of the to of roof assembly to the foundation. TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 s 10 9 p wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood structural panels5: 12 is"O.C. 5 s s o E 12) ° 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of . ° m.o oErn 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 1s"o.C. 3 4 5 6 °' >T C R FLOOR FRAMING y o E L y v v °o Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 6 as per Table R905.2.4.1 of the IRC Residential Code. Type Less than or less than or less than or o ,� ;� ° o 8, .4 , Min. Fb for dimensional lumber= 850 psi 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"O.C. 3 4 4 5 a copper roofing nails, minimum 12 gage shank with a minimum - 21 JOIST TO SILL, TOP PLATE ORGIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL ° C' � --' a),w o 12: 12 16"O.C. 3 3 4 4 3-8d COMMON m a� c °•- ° ,n 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing No 8 Wood screw s.o ° U o 0 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c a� °-, m" y E Y Y and comply with ASTM F 1667, Minimum number of fasteners as per manufacturer based anchor with 2 2 8 > ° a� -!= ° a.) All Fasteners shall be Hot Dipped Galvanized - ASTM A 153 class D 22 s"O.C.TOE NAIL °E _ ° - °• ° = 3 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) 1O BOX °t�, s 3 s �.c-'3 ° or stainless steel. p p 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2. o o o °r 2 m a s b.) Use Copper flashing Only against ACQ Lumber Sill Plates lenght c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc 27. Flame Spread Index: R302.9 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 2-10d BOX �' 2 > c 2 ai 1.0 -w rn CONNECTION SHALL BE INCREASED AS FOLLOWS: BLOCKING TO JOIST EACH END rn�" - ° 2-Sd COMMON � '" c c }• � � L wall an.; ceiling finishes shall have a flame spread index:5 200 No 10 Wood screw L a _ .2- Insulation 2 shall be Hot-Dipped Galvanized or Stainless Steel. 4-16d Box ° °.s - o� ° o `` 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 PI_A?= TOE NAIL (D o o i a 2 c 0 N w 15 0 &attics shall have a flame s read index<_ 25 16 inches H C / H r - 3-16d COMMON c t= E E e ° a 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be p 2 inch embedment on center on center on center 2`:� E _ ° s t � ° =0 ° installed in accordance with the manufacturers latest installation details, lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON `� 'c ¢ cmc ° ° Smoke . sveloped Index: R302.10 4 10d BOX AT EACH BEARING,FACE NAIL t o 0 r ° ` °L Framing connectors, Allowable Hole diagrams, specifications, etc. wall ano ceiling finishes hava a smoke-developed index s 450 1 / 4 1.33 ° ° U - 0 :3-0 =3 F- �aEn�oa Micro-Lam Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi 1 / 5 1.25 4-1od BOX "Parallam PSL" Design Stress: E = 2.0, Fb - 2,900 psi, Fv = 290 psi Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies 26 BAND OR RIM JOIST TO JOIST PER JOIST 3-16d COMMON "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv= 300 psi &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 / 6 1.20 z 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM Q = d R326 ti IRC 2015 S t f Shall Sh . SWIMMING POOLS. aconform o Section anas amended STAGGERED ON OPPOSITE SIDES 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 28b. Fasteners shall be installed at opposing ends of the wood structural panel. Ll-1 - .� 111 each sleeping rooms in basement, habitable attics, and every sleeping room by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-16d Box F' dated March 2016. IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING iOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL uJ O U _- G shall have at least ONE operable emergency escape opening as follows: RAFTER UPLIFT CONNECTION FROM WIND I W > O Sill height of not more than 44 inches above finished floor. c. Anchors shall penetrate through the exterior wall covering with an embedment length of z Z ---I 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 29 BRIDGING TO JOIST z-1od Box EACH END, TOE NAIL � J � A. Minimum net clear opening of 5.7 square feet. g RAFTER ROOF EXPOSURE C z Q 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 L1 J Q (� VI Except grade floor openings shall have a minimum net clear 9 Q I- NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready ULTIMATE WIND SPEED SUBFLOOR ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND f1 LIJ opening of 5 square feet. (FEET) 1 = (� roof zone area of not less than 300 sq. ft. Access and pathways, roof access points, d. Where screws are attached to masonry or masonr//stucco, they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W i� ;E _0 B. Minimum net clear opening height shall be 24 inches. round access areas. panels shall not be located less than 18" from a valley130 140 TABLE R602.3 (1) V f- N C. Minimum net clear opening width shall be 20". g using vibration-resistant anchors having a minimum) ultimate withdrawal capacity of ROOF PITCH ROOF PITCH (n z LL W D. emergency escape and rescue openings shall be operational „ „ 1,500 pounds. <5:12 z 5:12 <5:12 z 5:12 SPACING OF FASTENERS W CL A permanent certificate indicating the solar-ready zone and other requirements of DESCRIPTION OF NUMBER AND TYP rrrr11 -J from the inside of the room without use of keys or tools. BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING v U) WHERE Basement contain more than one or more sleeping rooms, this section shall be posted near the electrical panel or water heater by the builder. 214 201 zs3 z47 OF FASTENER PANEL EDGES 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 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. 1E 277 259 342 322 " 6d COMMON(SUBFLOOR,WALL) 11 „ 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 3/8 - 1/2 8d COMMON(ROOF) 6SEE NOTE A 6 and the ASTM E 1886 as modified in IRC seccfion 301.2.1.2.1 16"O.C. 24 34D 31s 42z ass EXCEPTION: Grade floor or BELOW grade floor openings shall have . EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 Garage door opening protection or wird debris shall meet 31 19/32" - 1" sd COMMON 6" SEE NOTE A 6" a net clear opening of not less than 5 square feet. 30twa lazed g g p g fd bdhll t p is°O.C. zs 34s 35s 47s 44s 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 liras were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 711 7" It shall be the responsibility of the General contractor or his subcontractors to submit wind speed is 130 miles per hour or greaser. r` LU continuous run of treads or flight with FOUR OR MORE RISERS. 16"O.C. 3s 469 43s 538 547 � W 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 :peed is 140 MPH or greater. 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" o I­_ 34 inches and not more than 38inches. All Handrails shall be continuous air conditioning, ventilation. heating systems ( new, existing or upgraded) 1s"O.C. 42 535 499 664 622 33 CV O stamped by a professional engineer if required by the Owner or Building Dept. A. EXCEPTION: the full length of the stair from a point directly above the top riser of a flight 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS � < 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 inch TO RESIST WIND PRESSURES TABLE R602.3 3 0 Q and a maximum span of 8 feet shall be permittiei for opening ( ) W a wall shall have a space of not be less than 1-1/2 inches between the wall protection. Panels shall be precut& predrilled tc cover the glazed openings CO � W and the handrail. see IRC code for exceptions. Refer to O {--^^--- w 04 iMIt RLl1 ----� i with attachment hardware provided in the table helow. WALL NAIL SPACING 0 Q WOOD STUD IRC Code for grip size specifications. I I MINIMUM NAIL MIN WOOD _ U LU Label all panels and store in a clean dry area mfthe house. TABLE 507.2 U NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL O Of U) ,a.. Attachments shall be provided in accordance Uvth the table DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" >,H . « ', ..,,.,,..,.^,,,., .r�, as follows: PANEL SPAN RATING in height. Railings shall have Top rails and Balusters and Bottom rails that are , PS - *, .•, �r ' .• ..., ,,�'-' '" JOIST SPAN 8d COMMON NAIL above the floor or rade below shall have a railing not less than 36 inches ��;, CONNECTION F1.751NCH 24/16 1/2" 16" O.C. 6" 12" NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed (2.5"x 0131^} by the riser, tread and bottom rail of the guard rail at the open side of a stairway I DETAIL <s' s'1"To s' s'1°TO 10 101°To 12' f "" 1/2"DIA. LAG SCREW are permitted to be of such a size that a 6i inch sphere cannot pass through. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 30" 23" 18" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 Open sides of stairs with a total rise of more than 30 inches above the floor or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING grade below shall have guards not less than 34 inches in height measured = } Applicant shall provide engineered wood placard 1/2" DIA. THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS � t, PP P 9 p vertically from the nosing of the treads. „;,, , I3s° 36^ 34" 29° APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS on or adjacent to electrical meter box for field inspection. & 1/2 MAX. SHEATHING THICKNESS TO WOOD FRAMING SPACING NAILS SCREWS I� ' 4 ,....... ......... .��;:�� ;�. ;,,' ,-�::�s' 4YW��w1 FRAMING 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window "a _ :,;..., Residential structures with Truss type construction, „ ,„ 12'1"TO 14' 14'1"TO 16' 16'1 TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS opening is located LESS than 24 inches above the finished floor and GREATER ,„ ;;,,y,,,, , Pre-Engineered Wood Construction And/or Timber Construction 1/2" • •' for new dwelling and/or any addition,alteration than 72 inches above the finished grade or other surface below on the exterior N..... ,..,.,.. WALL EITHER DIRECTION 16"O.C. " " N na s1a4a�1row�nrssr�vcnlalaa 1/2 DIA. LAG SCREW 8 16 • ••"•»"" �e c�«nrunlrrorsl rrur wnr�r a sign or symbol designed m accordance with Title 19 NYCRR Part 1265 of the building the window must be provided with a window opening control device & 1/2" MAX. SHEATHING 13" 11" 10" „ CEILING EITHER DIRECTION 16"0.C. 7" 12" muse rrre cnaar8ur.►A„N shall be affixed on or adjacent to any electric box attached to the exterior 5/8 6d COOLER NAILS that compiles with IRC R312.2.2. Window Opening Control Devices. .,.. ,.•.....,..� of the structure for field inspection ,1 WALL . . ,<...^...�,.,.., 1/2 structural plywood EITHER DIRECTION 16"O.C. 7 12 � ^ yM. "„"„�� 1/2" DIA. THRU BOLT '�l+ v� --. , Panel Attached t0 „ 24" 21" 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in BUIL©IIUG ••1 »....0",»b".,,^^..^N,h., & 1/2 MAX. SHEATHING GARAGE CEILING h"^�•{ accordance with IRC R302.11 thru R302,11.2 and Draftstopping shall be ° " Frame in accordance 5/8" BENEATH PERPENDICULAR 16"o.C. 6" 6" ESCREWS S DRYWALL SCREWS. U Z installed per IRC R 302.12 thru R302.12.1 with liable R301.2.1.2 HABITABLE ROCMIS SCREWS SHALL COMPLY WITH IRC SECTION R7t)2.3.5.1 C+I [-� � LEDGERS SHALL BE FLASHED H aui � International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) A. ULTIMATE WIND DESIGN SPEED IS 13C MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE Fireblocking materials R302.11.1 shall be as follows: TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES code of NYS END WALL FRAMING SHALL BE SPACED V O.C.. �r- ll O 1. Two - inch nominal lumber OF FOUNDATION MATERIALS '� V o 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 x N 3. Batts or blankets of mineral or fiberglas shall be permitted for complianceSHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO 't� with the 10 foot horizontal fireblocking in walls constructed using parallel CLASS OF MATERIAL LOAD-BEARING PRESSURE GABLE END WALL FRAMING ~ Crystalline bedrock 12,000 psf WINDOW UNIT � P4 rows of studs or staggered studs. Sedimentary and foliated rock 4,000 psf 4. cellulose insulation installed and tested in accordance with ASTM E 119 or ,>�'"ED ARC Sandy gravel and/or gravel (GW and GP) 3,000 psf N�+. S UL 263, for the specific applications Sand silt sand clayey sand silt ravel and clayey ravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA `�� J /T Y YY � Y9 YY9 Draftstoppping material R302.12 shall be as follows: (SW, SP, SM, SC, GM and GC) 2,000 psf Clay, sandy clay, silty clay, clayey silt, silt and sandy silt In combustible construction where there is usable space both above and WIND DESIGN SUBJECT TO DAMAGE FROM +'? G� CL, ML, MH and CH 1,500b psf GROUND f� #- ( ) p WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN below the concealed space of a floor- ceiling assembly, draftstops shall be PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL w fi installed so that the area of the concealed space does not exceed a. When soil tests are required by Section R401.4, LOAD WIND WEATHERING DESIGN REQUIRUNDERED AYMENT HAZARD (MPH) EFFECTS DEBRIS CATEGORY CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP .. 1,000 square feet. Draftstopping shall the concealed space into approximately SHUTTER DETAIL REGION ZONE DEPTH equal areas.. Draftsto in shall be rovided in the following locations: the allowable bearing capacities of the soil shall be part of the recommendations. �cS'�gr �19�10 y q pp g p g Refer to General Notes for Panel r:5140 MODERATE 1. Ceiling is suspended under floor framing. 20 LBS NO NO NO B C SEVERE 3 0 15 YES NO 1500 or less 52.2 tJE b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf fastener requirements. TO HEAVY �. 2. Floor framing is constructed of truss-type open-web or perforated members. 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 determined by a soils investigation. 7 Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) I. Side Elevation TABLE 602.10.5 a . . • , fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING ° • • • • Min.3"x 11-1/4"net header Header ; ; ; ; / 6-16d sinker nails METHOD CS-GB: TABLE R602.3(1)& OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING • • shall occur at top of wall OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° • . ° ° • fasten to late to header with R602.10.3(3)GYP. BD FASTENING. - �-. • P p O OF BRACED WALL PANEL BRACED WALL PANEL '• ====' 1 I I I I I 4"OC AT THE PANEL EDGES, INCLUDING I I I I I I TOP AND BOTTOM PLATES AND ALL BRACED i •I Header shall be Top plate continuity is � two rows of 16d sinker nails @ 3"o.c. I I I I I HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) fastened to the required per R602.3.2 HORIZONTAL ( 1 5J TYPE W OR S) 1 u I 2-16d NAILS EACH SIDE °1 king stud with Braced wall line z 6-16d sinker nails continuously sheated I I I I I I s u, with 1/2"wood Minimum 50001b header-to-jack-stud I I I rn i .x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening I structural panels I I I METHOD CS-WSP: pattern as shown and 3 in.o.c. in all framing(studs and sills) opposite side of sheathing I I I AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG a, I I I I EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-Sd NAILS 1 I WITH Sd COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG O.C.ALONG Minimum 40001b header-to-jack-stud strap I I I I I I BRACED WALL PANEL BRACED WALL PANEL 8d @ 6" WALL PANEL AT EACH BLOKING MEMEBER .• (0.131 X CO LONG) b on both side of opening opposite side of Panel splice edges shall occur over O o L sheathing and be nailed to common blocking I I I I I AT 6"D.C.ON EDGE AND 12" O.C. BRACED WALL PANEL I I I I I IN FIELD BRACED WALL PANEL BRACED WALL PANEL _ "3 Min.Double 2x4 framing covered with minimum - _ within the middle 24"of the portal- BRACED .. BRACED WALL PANEL BRACED WALL PANEL ,• 1/2"thick wood strucral panel sheathing "�' ~� �_R.. leg height. One row of 3"o.c.nailing I I I I I BRACED WALL PANEL INTERIOR FINISH: iv m i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. I I I I I SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG �° (studs,blocking,and sills)typical if needed I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH !° I I @ 2'to 18'(finished width) La - _ _ i WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER �° Min Double 2x4 or _ _ - - _ _ _ _ - _ _ _ g 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 SHEATHING i per Table R602.10.5 panel sheathing l I I I CONTINUOUS RIM OR CONTINUOUS RIM OR -F Min double 2 x post W I I I ALL HORIZONTAL PANEL JOINTS END JOIST END JOIST !° Min. 2 2x4 t No.of jack studs per = I I I SHALL OCCUR OVER AND BE I I , Yp• Table R602.7(1&2) I NAILED'TO COMMON FRAMING ! NA BLOCKING WITH WITH PANEL 2-16d NAILS EACH SIDE !° Min. (2)1/2"Diameter anchors EDGE-NAILING IN ACCORDANCE �• I installed per section late washer with 2"x 2"x 3/16"plate washer I WITH THE IRC SECTION R602.10.10 7 FULL HEIGHT BLOCKING ADDITIONAL FRAMING L I CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING I I I x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG �,BRACED WALL PANEL�-2 I 2-2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 V I II II I I I I FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate I ' ' — — — — �--i — — — -+ i— — — — BRACED WALL PANEL CONNECTION WHEN 8D common nials °1 to joist per Band or Rim joist wi ° to joist per W - - - - - - - - - - - at 3"o.c.To PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING p a sub-Floor nailing sched. 8D common nials nailing sched. Bottom at 3"o.c.Top and _v cA Rim Joist 7 UJ FRAMING FRAMING • ` ° Rim Joist Bottom ° ° per Plans FASTENING REQUIREMENTS FOR ° . . . . . . . . nchor Bolts and Q J ^ BRACED WALL PANEL AS PER Holdowns per plans W (� 1 TABLE R602.3.131 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 T 1 CEILING OR FLOOR JOIST DIRECTION Simpson 1-1/4" galv. x 20 gage ENDWALL— H2A Stud To Rafter ENDWALL coil strap with (5) 8d common Connector _ Were the distance is SIMPSON H2A �, nails in each end at each rafter. y between 9-1/4 to 15-1/4 at each Rafter. With E.s FLOOR AND CEILING JOISTS - c m "n Typical Metal provide blocking @ „ o �,�, DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter 0 o o ` A JOISTS-SEE PLANS Strapping _ braced wall panels „ „ PROVIDE STRUCTURAL RIDGES � 2'" ` A at Openings c� (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ ° = ° a 8 s y•-.. E ,cww-oo�. //5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin Each Rafter on Each side 2 °11P U o Q C Horizontally attached 1 ) p g g- g BLOCKING plywood sheathing g of Ridge to have a U o c c shall have Solid 2 0 TYPICAL @ all Plywood od Jointskin c o m o o N L o g Schedule Dwg-1 AT 48"ocTSimpson LSU skewable hange c Q.o s Y v� Y SIMPSON H2A (N ` = o m•- 2-BAYS IN T�BLOCKING @ 48 INCHES ON CENTER 9 1-1/4" x 20 Gage Metal Coil = N > a 3 3 Solid blockin between at each Rafter. With �.o 6 _.��3 0 rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails o a ` a Z'22 y,- y late with 8d nails 6 o.c. 2 8d x 1-1/2 nails in late �, N O)N - 2" 8 SECTION A - A Sion len ht of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs = E g g ( ) and window or door Header. Look Out Blocks = a= _= o = o Corner Holdowns ° ° � _-o o � �•.L o = m 0 Refer to plans panel. ° w? o =' -o c m a� END WALL BLOCKING DETAIL for locations Less than o if required Typical each side and ALL a Gable End Wall - ¢ N = = o ° �._ � m o o m or E ual N �� or FOR FLOOR AND CEILING BRACING windows and doors. to 12" °' = n 0 `° °' RIM JOIST BLOCKING BETWEEN RAFTERS (a BRACED WALL PANELS E �. � oo 'o � .cc o 0- NTS 9 4 IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 ��//�� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS vJ fD A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING NOTE; 8d COMMON NAILS ARE PROVIDE MIN. 2X4 COLLA EACH RAFTER Z 7 r� PER NAILING SCHEDULE. INUPPER L vJ 4WHEN ATTIC FLOOR, CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG F THE ATTIC SPACE AND ATTACHED 8 O — J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-81D NAILS EACH Q EACH END ALL THRESHOLD CAREFULLY 0 De 1.1..1 Q FLASHED&CAULKED TO PREVENT WATER INTRUSION I I OMPOSITE RAILING SIMPSON BSC '• _ CONTINUOUS FLASHING EXTENDED SYSTEM.VINYL RAILING 6 FT MIN. EXTENT OF BLOCKING GALV.DECK HANGER PAST JOIST HANGER I I TOP AND BOTTOM RAIL i i AND COLUMN COVER AND OUTER THIRD CUT ONTINUOUS FLASHING COLUMN CAP. MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY GALV.DECK HANGER i i FOR CODE LENGTH ATTACH BLOCKING TO DECK EXTENDED PAST SIMPSON LUS26 @ 2X6 COMPOSITE OR W/10D NAILS @ 4"O.C.STAGGERED PRESSURE TREATED I OUI SIMPSON ABU POST 12" Min JOIST HANGER SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST @ FRONT PORCH DECK SIDE COVER 2"MINIMUM o• AS PER MANUFACTURES 6"TREATED POST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST 0 2X P.T.LEDGER; MUST BE GREATER THAN SPECIFICATIONS. @ REAR DECK OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR OR EQUAL TO DEPTH OF DECK JOIST AND O 1/2"DIA. GALV BOLTS W/ 2"MIN. 1/6 JOIST NO GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS l LOCK WASHERS. GRADE CONNECTOR SCREW 1/3 JOIST DEPTH,MAX. SLU ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED ADHESIVE ANCHORS:HIGH-STRENGTH O cv� GALV LAG SCREWS PER IRC TABLE R507.2 AND O 2x RIM JOIST EPDXY ANCHORING ADHESIVE FOR DEPTH, MAX. N Q PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) USE WITH THREADED ROD Use 1-1/4„ Metal L6 Z MINIMUM 1-1/2”THICK FLOOR JOISTS SIMPSON DTT2Z see Schedule on DWG-1 Z MECHANICAL ANCHORS;SIMPSON Q BLOCKING.BLOCKS MUST (I JOISTS OR W/(8)1/4"X 1-112"SDS Of M tip of lag screw shall fully extend beyond SIMPSON H2.5 AT WEDGE-ALL WEDGE ANCHOR Solid sawnjoist and rafter Coil Strap 20 Gagethe inside face of the band joist• , 12" Min (5) 8d common nails m LU FILL BAY AND FIT SNUGLY SOLID JOISTS) SCREWS @MIN OF EACH JOIST COVERED FRONT PORCH FOOTING: TYP LEDGER TWO LOCATIONS 8 18"x18"x TOVIRGIN SOIL notching and boring limits. in EACH END at O > ''=.*' SIMPSON DTT1Z W/(6)10D X 1-1/2" (MIN 36"BELOW GRADE) � Q PER DECK. EACH NAILS @ MIN.OF 4 LOCATIONS SIMPSON BC EACH Stud. U W () WITHIN 24"OF EACH . SPACED EQUALLY. TWO WITHIN 24" ° POST GIRDER REAR DECK FOOTING 18"DIAMETER NTS 8d @ 6" oc Along O 0-1 to END OF THE DECK. OF EACH END OF DECK: CONNECTOR BEAR FOOTING ON VIRGIN SOIL Braced Wall Panel ALLOWABLE LOAD:910LBS. 36"MIN.BELOW GRADE ALLOWABLE LOAD: 1,825 LBS MIN THREAD MAXIMUM OVERHANG FIGURE R602.10.8(l) LATERAL LOAD CONNECTION PENTRATION 3/8"DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN!4 ( ) WERE FLOOR JOIST THREADED ROD, TO CENTER OF TOP PLATE,STUD P.T. POST TO CONC. PIER & FOOTING R507 EXTERIOR DECKS OR HEADER CONNECTION t. COVERED PORCH NTS WALL TO WALL STRAP ARE PERPENDICULAR TO DECK JOISTS MAYBE SLOPED O LEDGER BOARD ATTACHMENT TO BAND JOIST DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NTS 10 NTS TO 1 : 12 AWAY FROM 11 12 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. THE HOUSE WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS 14 15 � H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap c-.I STAGGERED with (5)-8d common nails with (5)-8d common nails W NO d SEE TABLE 507.2 z FASTENERS at each stud ` a •-- DEPTH< 1!4 IN 2 ROWS at each stud �r- ll HOLE EDGE Strap may be attached OVER Strap may be attached OVER V DISTANCE>5! " the plywood OR directly to p y o SPAN ONLY F HOLE DIAMET QO Q Up p 5.5"MIN FOR 2X8* C Studs. the plywood OR directly to �"� W Z <2/5d 6.5"MIN FOR 2X10 SINGLE STUD HOLE DIAMETER 5"MAX 7.5"MIN FOR 2X12 StUdS. H H ¢ CZ STUD kn DOUBLE STUD PLATE ��" 3-16d @ 16" oc Along o0 0 HOLE EDGE 2 MIN LAG SCREW OR THRU BOLT Braced Wall Panel N DISTANCE>5/8" 3/4"MIN - � �" ~ O •~ LEDGER BOARD - - ,` IIII�I1_IIIII, -" N FIGURE R602.10.8(1) 0 =1i�,° a`. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS �D SRC PER FIGURE R507.2.1(1)OF 2015 IRC CODE FOUNDATION-SILL-STUD ._,f. , ��� F O � � - „ STRAPPING �' Stud n otch i n and bo ri n I I m Its. *Distance can be reduced to 4.5" Applies to Garage Wall and - =�=11- , if lag screws are used or bolt Slab on Grade Construction =1i1=11 - �t NTS spacing is reduced to that of -fall , -," ' a `\ lag screws to attach 2x8 `� 2 ledgers to 2x8 band joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR X190`O stacked washers not permitted) RAFTER FACE TYPICAL •' �!t}� �t�� STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 16 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 7 Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior - Fill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION H' /S ealant subfloor way for access EIING FRAMING Sheathing attic hatch - R-value Typ Roof Const. Insulation dams Double Frame Attic thin profile structur Tub equal to the Ceiling prevent loose-fill Typical access opening Base plate sheathing as draftstop Yp insulation requirement x CJ w/ insulation Air Seal insulation from behind tub Sealed to Continuous Be exalerior Typ Fascia as per drawings floor Gasket falling through Soffit see \ Sealant access of Sealant or Z Const. Dwgs solid blocking adhesive Sealant or 1" min Rigid Sealant -' ' " g� or rigid insulation adhesive Insulation. Air sealed around Weatherstripping eal stairs Z Adhesio EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges pp g Panel frame gap Casing Wall ONTINUOUS BEAD OF SEALANT See Const. Dw s finish w/ soffit material g with caulk 1x2 Stop 1/2 Gyp. a RECESSED LIGHTING FIXTURE g Pull-down or foam O Sealant 1/2" plywood Board DRYWALL CEILING staircase ct attic hatch DRAFTSTOP &SEALANT AT (see plan for size) RAFTER ON PLATE Q PULL-DOWN STAIRCASE EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL a. INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Thin profile vJ Fireplace enclosu structural sheathing Eave baffle installed ' insulated to top g adjacent to soffit and eave 'W, . ro. .;" Z W of second floor Sheet Metal Firesto CONTINUOUS BEAD vents. Baffle shall extend over p OF SEALANT vs ceilingline Seal joint with the top of the attic insulation - 4 ' W support Non-combustable as per IRC chapter 11 TYP. ROOF CONST. { w„';° t } sealant (R40202.3) blocking +� SUBFLOOR GLUED,CAULKED OR GASKETED t, 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION as enclosure liner sealed T Fascia AS PER DRAWINGS I }r W Table R402.4.1.1 Air barrier and insulation installation. Sealant or at perimeter and seams. SEALANT Typ --� p Soffit see � ' OR HERS RATER � � � � / °• „~ � , �,v �'' adhesive - 4 , Pre-Fab Fireplace Const. Dwgs ' " �kh . 1 F G W TABLE R402.4.1.1 Refer to manufacturers • l W AIR BARRIER AND INSULATION INSTALLATION for installation SILL PLATE INSTALLED SEALANT 1 Y J Specs OOVER GASKER SILL COMPONENT AIR BARRIER CRITERTAa INSULATION CP ITERIAa manual Typ. Exterior wa i, I 6 UJ L.1. SEALANT w: r " General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. vo See Const. Dwgs Sypical foundation & framing , requirements in the building envelope. See architectural plans ' 73 Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS l =1 . - "" continuous air barrier. l ,? i Breaks or'Dints in the air barrier shall be AIR SEAL DETAIL t@ PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE NTS y sealed. This detail is for weatherstripping and draft sealing, „ .. ,,,, zl..; • a '„," „, �, Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The Itis not to an used as a guide for fireplace installation. _ Refer to Manufacturer for installation manual. E,o installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° 0 m N �:= ' EN recommendation and said density shall be maintained for all volume of Y �. E t N 0 C o 0 each cavity. Batt type insulation will show no voids or gaps and o� ° o maintain an even density for the entire cavity. Batt insulation shall be ENERGY NOTES =o � a o 0 = oCE installed in the recommended cavity depth.Where an obstruction in I I I , " ) °' 2 c.o w ° 8. R403; Systems: N 1103.1.1 (Mandatory) programmable thermostats shall be -.- ? �° _° ° o - i o ° the cavity due to services, blocking,bracing or other obstruction 'o.o 0.° °,2 � ° 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM aY o exists,flit batt product will be cut to fit the remaining depth of the 9 P g Y � ° C ?. 2015 International Ener Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer INSULATION, R VALUE IN °L�, s 3 =_ 3 ° cavity.Where the batt is cut around obstructions,loose fill insulation 9Y ``"� - ..r+ ,--� / I a � _� shall be laced 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. ACCORDANCE WITH r I ' ° ° " ° ° a L p Rigid Foam or c °' _ permitted to determine an energy efficient program to exceed the g -.►�C ? i N N °'N Z5� y manufacturers'specified density.Where faced batt is used,the P gY Y P g Wood BIOCkIn HERS REPORT , �s N 0� .3 o i energy efficient required b this code. 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum 9 installation tabs must be stapled to the face of the stud. There shall be gY Y q Y „ . 0 o a. o w o o of R-8 @ 3 or greater in diameter, and R-6 @ducts less than 3 m diameter. as backdam TYP. ROOF CONST. ! . ° o = _ o w = 6 -- ° no compression to the batt at the edges of the cavity due to inset t ; -- ° E = t= E 2 t All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third s, :N�, �, stapling installation tabs• art using the Manual "J" " -f r ! - :_� Q N =0 _ ° o efficiency, International mechanical code, International energy conservation code party g , Manual S & D submitted at CO. Roof Underlayment 2 x CJ W/ INSULATION `"�».,/ = a E-Fu a)-o ° o Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. • . - ' L ° t = v ° _ ° PP sealed to drip edge AS PER DRAWINGS 6 N E a.._ ° shall be installed filling the entire cavity and within the manuracturers 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall 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 OR HERS RATER ? Manual "J" Manual, "S" & "D" submitted at CO. i Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the and posted on a wall in the space where the furnace is located Typ Fascia/ -✓' 1 r f ceiling/soffit shall be aligned with the air barrier. Soffit see SEALANT '' nsve,s(-joints I e 9•s�"d'r1° rr nn 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 ;i" cte,+t�^r[s}rntrl s 0nda+l,ardsan ^, . t j j V insulation and any gaps in the air barrier air leaks e b an a roved third art HERS Rater using the Const. DW S '� z Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. 9 Y PP party( ) g g �,.,,r � � �• � , sealed. manual "J" Manual ,"S" & "D"submitted at CO. non-Vented '` r 11 ' Access openings.drop down 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 ~` ! 2) i f _ CDwall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections NI 102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. ' Q shall be scaled. T Exterior wall W �- Z 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Typ. 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. See Const. Dwgs W m 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". CC 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 DUCT SEALING REQUIREMENTS G sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be 6. R402.4. Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4.1 section NI 103.5.1.1 and N1103.5.1.2. RAFTER SEALING AT ATTIC EAVE Q installed in substantial contact and continuous alignment with the air through N1102.4.5 SPRAY FOAM INSULATION J 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. 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. and doors and framing and skylights and framing test results shall be signed by the party conducting the test. it shall be sealed. 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 provided b an approved third art HERS Rater using Manual "J,. A I,rnvcd w" °''' combustion air. Factory built fireplaces shall be listed and labeled P Y PP party ( ) 9 - ' ti W above garage and exposed edge of insulation, permanent contact with the underside of subfloor decking or floor „ I'D" opening limiting device- i W according to UL 127. and Manuals S & D o I-- cantilevcred floors) framing cavity insulation shall be permitted to be in contact with the N O topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandatory) Lighting -A minimum of 75% of permanently installed fixtures 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 _ T co perimeter floor framing members. continuously burning pilots. ; W Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be U W -- �. shall be covered with a Class I,black permanently attached to the crawlspace walls. 24 4"sphore cannot Approvod window fall prevention > J :35"n i'�C untsl U'41n 1°CI�. Q p j pass thro,, h dev ce Inonform to ASTNt F 2096) L) Lu C) vapor retarder with overlapping Dints taped. VENTS: ROOF JL 4" VTR Finished Floor Height O Shafts,penetrations Duct shafts,utility penetrations,and flue P3103.1 ROOF EXTENSION shafts opening to exterior or OPEN VENT PIPES SHALL R312.2 WINDOW FALL PROTECTION DIAGRAMS unconditioned space shall be scaled. EXTEND MINIMUM 6"ABOVE �+ TOP OF THE WINDOW SILL SHALL rf 1? THE ROOF OR 6"ABOVE THE 211 2 BE A MINIMUM OF 24"ABOVE THE FINISHED Height,Above H ANTICIPATED SNOW ACCUMULATION. Finished o Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FLOOR AND GREATER THAN 72"ABOVE THE FINISHEf] ,Flrv_.het: Floor �►' GRADE OR OTHER SURFACES BELOW ON THE I l�fight Atmve f f the correct density without any voids or gaps or P3103.2 FROST CLOSURE: 3' 311 EXTERIOR SIDE OF THE BUILDING.SHALL FinishCG G,cl Finishcri Floor compression,or narrow cavities shall be filled by WHERE THE 97.5%VALUE FOR COMPLY AS FOLLOWS: insulation tliat on installation readily conforms to the OUT-SIDE DESIGN TEMP IS 0 DEG F 1 1/2" 1 1/2" 11 1/2" 1 1/21 1/2" 1 1/2"l 1/ '+ 1 1/ ' ~ available cavity space. OR LESS.VENT EXTENSION THROUGH R312.2.2 WINDOW OPENING CONTROL DEVICES: ,l A ROOF OR WALL SHALL NOT BE LESS Garage separition Air scaling shall be provided between the garage and THAN 3"IN DIAMETER. ANY INCREASE 2" 2" 2" WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000.THE OPENING DEVICE AFTER OPERATION 1 It":fished Grace IN SIZE OF THE VENT SHALL BE MADE TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO conditioned spaces. NOT LESS THE 1 FOOT INSIDE THE 3„ THERMAL ENVELOPE OF THE BUILDING. 2 ND FL. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal 3, 2„ TO MEET EGRESS R310.2.1 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 wiring plumbing in exterior walls.There shall be no voids or 2" 2" ^ v Z O gaps or compression where cut to fit.Insulation that on E...l �"1 Q C, installation readily conforms to available space shall 311 M--I CZ extend behind piping and wiring. „ „ CERTIFICATE ( MANDATORY) N1101.14 (R401.3) > M 1 1/2 3 1 1/ 1 1/2 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be DW M 2„ A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE ,2 exterior wall showers and tubs shall separate them from the showers and insulated. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE tubs. FURNACE IS LOCATED. Q F'y Electrical/plione The air barrier shall be installed behind electrical or 1ST FL. '~ THE CERTIFICATE SHALL LIST THE FOLLOWING: Q+i/ o � CZ box on exterior wall communication boxes or air sealed boxes shall be installed. 4" FAI 311 HVAC register HVAC register boots that penetrate building thermal R-VALUES FOR CEILING/ROOF, WALLS, FLOORS ;�*.-D At3L, O 3" 11 FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. U boots em-elope shall be sealed to the subfloor or drywall. 11 ++ 2 U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. j�`• ' N Concealed When required to be sealed,concealed fire sprinklers she 4 sprinklers only be scaled in a manner that is recommended by the WASHER manufacturer. Caulking or other adhesive sealants shall not CONNECT TO A NEW RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. t :t .x•i I be used to fill voids between fire sprinkler cover plates and BASEMENT SUFFOLK COUNTY DEPT. TYPE AND EFFICIENCIES OF HEATING, COOLING, walls or ceilings. 7,g0 IC - insulation contact. OF HEALTH APPROVED WATER HEATING EQUIPMENT. 'O r,. y SANITARY SYSTEM .�``":•.. r NE`N a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. PLUMBING RISER DIAGRAM NOT TO SCALE ONTINUOUS RIDGE VENT RIDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF AND 12 12 EXXTENDLFROMRLAYMENT THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT 7 7 LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2x4 CT @ 16" oc ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8112,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG IRC R806.3 THE ROOF SLOPE FROM THE EAVE EDGE OF THE MIN. 1"AIR GAP BUILDING RAFTER/CEILING JOIST HEEL BETWN INSULATION JOINT CONNECTION AND SHEATHING SHALL BE NAILED TOGETHER IN ACCORDANCE WITH TABLE R802.5.1(9) (SEE DWG-1 FOR TABLE) WITH SIMPSON H2A AT EACH TOP OF PLAT RAFTER TO STUD. ry R802.3.2 LAPPED JOIST SHALL BE NAILED with 8-16d ® - COMMON NAILS IN ACCORDANCE L] rl WITH TABLE R802.5.1(9) 75 , O BEDROOM #1 [4, AAiRl I o v! - - - - TOP OF SUBFL OR Z W CA TOP OF PLATE Q - - - - U W � z STUDY POWDER ROOM KITCHEN381-411 W J 00 01 W OUTSIDE BASEMENT ENTRANCE 16 0 ol 8'CONCRETE WALL ON MIN 16"X 8" +1 FOOTING WITH 4"CONCRETE LANDING& a- TOP OF SUBFL OR DECK LATERAL HOEDOWNS TYP.DECK FOOTING 15-0 4"DRAIN TO DRYWELL,CONCRETE STAIR W ONE WVITHIN 24"OF EACH END 1 -0 MEETING IRC R311.7-STAIRWAYS. I�VVVVI UUUUUUUUU TOP OF FOUND TION 2x6 DECK JOIST @ 16"oc HANDRAIL PER R311.7.8, 34"-38"ABOVE -� AND TWO SPACED EQUALLY �, _____ _ __ I 2.2x8 P.T. DECK GIRDER NOSING. 36"HIGH GUARD RAIL ON — _ _ — ALONG DECK REFER TO - — TOP OF CONCRETE WALL. DETAILS ON DWG-2 LVL Girder TYP.DECK LE GER LIGHT N �.o SEE DET_ON DWG 2- 4 -------'-- --J--------------------------------------- ----------------------- ------------------ cn _ I I q E ° 'v' I --------r r-------------------------------------------------- r -------- -- a,O O EO UNFINISHED _ I I BASEMENT - _ Y1E t = E LOUD ° T ----------------------------- .L-. O V�, C — o ° n co — ' P.o - ---------------- UNFIN. BASEMENT ; F.D.F 9 c u (D ° °' a °' `� L u.- o ; 4" CAST-IN-PLACE CONCRETE ; M ai c o•_ N � o Bottom of - w I , , ° R a SLAB INSTALLED IN y'o.o v . U w.. TYP.BASEMENT SLAB ; ; ACCORDANCE WITH IRC WS/INSUL I A ------- -- - = n' ,n Y >a -0-Y a Footing TOP OFFOOTI G - -- -- -- -- -- -- -- - -- ----, „ a', o _-'-'-_ SECTION R506 y.0 3 `° v, 3. 36 below a a. a a. a ". a a Q — - - — (0 1 Mechanical Systemso-0_ __ o o o o L a= Grade Minimum X THE MECHANICAL-HVAC SYSTEMS TYPICAL FOOTING/COL °; - o ' SHALL BE DESIGNED AND INSTALLED ' ' 24"x 24"x 12"Thick,poured o _.` m N -No o' N M IN ACCORDANCE WITH PART-V --;-;-- Concrete footing&3"- L n_ _ A o5 $ 3 o MECHANICAL OF THE IRC 2015 ' ' Diameter steel column. ij c° Ul s ° SECTION A _ Z-0„I 15-4 m c a E To m o aCOi o °w ' Io , I 3,_5„ 7,_1„ 7,_1„ „ (6 z =� a� CN = N =° S N D' I- m E a O a SCALE: 1 /4" — '-O„ MAINTAIN REQUIRED SEPARATION __ BRACE WALL ABOVE DISTANCE FROM ALL HEAT 11 (2) 1-3/4"x 9-1/4" LVL CONNECTION DETAIL PRODUCING EQUIPMENT TO _� _ __ M_ DET 2 ON DWG-2 COMBUSTIBLEMATERIAL AS PER ----'-- ------ -- - , - -- - I PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 ____ ' MANUFACT'URER'S SPECIFICATIONS , -' Beam Pocket (typ) co I , TYPICAL ROOF CONSTRUCTION OF THE IRC RESIDENTAIL CODE. INTERIOR WALL FINISH I AND LATEST MECHANICAL CODE. -----' ' ( (steel shims as req'd Class A Asphalt Roof Shingles w/ Provide 1/2" Gypsum Wall Board on ceilings ___t_: _______ I Ln , � , fasteners per manufacturer's specification and walls except basement walls & clgs - unless o I O 2x4 FRAME AROUND ° �' STAIRCASE FROM FLOOR ( 00 ' o and IRC 2015. noted. Min 1/2" Moisture Resistant Wall Board on M - - ; TO CEILING. TREATED SHOE _ _______ I ° UNEXCAVATED _ b urnace PLATE AND GYP.WALL BD OJ p I r` TYPICAL GARAGE SLAB o Ice & Water barrier as 1per IRC section R905.1.2 Ceiling and all walls in Bathrooms (humid areas) _+-_- I J o „ N X INSIDE FACE OF WALL MIN. I -- LL - 4" CAST-IN-PLACE SLAB ° CV (Note: Double underlayment is required and 5/8 cement board on walls and ceilings in wet areas. ; N ATTACH RAILINGS. HANDRAILS _ __ `� , ' zo I I N N for Roof slopes between 2 on 12 and 4 on 12) WM Provide 5/8' Fire Rated gypsum wall Board on walls > N W/6X6 LAB X W"F To I I N 34"-38"ABOVE NOSING. �_ Z_ �� �� I ; ; PITCH SLAB-1/4"FT TO Framing As per plans with 1/2" exterior grade and ceilinglocated as per code, manufacturers -T —� __-_-=,- (2) 1-3/4 x�9-1��_LVL, - p I � UNDER STAIR PROTECTION:R302.7 � � -�- � i I i GARAGE DOORS span rated structural plywood Sheathing, requirements and drawings. �_____ I 12"GYP BD SHALL BE APPLIED � _ ------------ ----- - Nail to framing in accordance Fastener TO UNDER STAIR SURFACES. Schedules & Strapping per detail sheet(s). INSULATION SCHEDULE x I I "1" I T-111Flashing per IRC R905�.2.8 shall comply with HERS insulation requirements WENT CLOTHES DRYER - ------ BRACE WALL ABOVE in accordance with (ECC 2015 IIN ACCORDANCE WITH ONNECTION DETAIL w TYPICAL SOFFIT CONSTRUCTION. (CHAPTER 15-CLOTHES UP I " 2 ON DWG-2 i o O DYERS EXHAUST. N; ; _ ��CDET Lli Z 12" overhangs-typical Location R-value Thickness N ; ; � , \ On ; I I DROP TOP OF CONCRETE ; (A 6" Wood fascia & 6" Wood rake boards. Flat Cig * R-30c 8-1/4" w ' ' D I AS REQUIRED FOR Q ' O o O GARAGE DOOR,SEE PLAN ' LLI Trim in aluminum or use "azek" or equal Vaulted Cig R-30c 8-1/4" � ; ,2x10 FLOOR JOISTS an. 16 o.c. , q ; ; 0 n , o FOR GARAGE DOOR SIZE p J Metal drip edge per IRC R905.2.8.5 Floor(unheated space) R-30c 8-1/4" 00 ' , S °I ' Fully Vented Vinyl Soffits Floor(outside air) R-30c 8-1/4" x ' co J U U Exterior 2x6 walls R-21 5-1/2" - � ' N ' N -- --------------------------------- LL 0 I I � � I I TYPICAL EXTERIOR WALL air seal walls to pass 3 air changes per hour ( o I I I I 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. Above grade attic walls R-15 3-1/2" _ (2)ANCHOR BOLTS M Z Double top Plate and Single Sole Plate. All Glazing U = .30 SCGH: .30 IN EACH CS-PORTAL �y ----1- ------------------- 1/2" exterior Grade - Span Rated Doors-less than 50% glazing U = .40 TYP.DECK LEDGER --� ------------ FRAME WALL ABOVE SECTION-SEE Continuous Structural plywood Sheathing. Door-more than 50% glazing U = .30 SCGH: .30 l SEE DET. ON DWG 2 I o DETAIL 3 ON PG 2 r h Fastened per Fastener schedule. DECK LATERAL HOLDOWNS 1 81-011 I T ��/ tyvec House Wrap or equal. Mechanical Specifications: ONE IITHIN 24"OF EACH END 1 TYP.DECK FOOTING p AND IVO SPACED EQUALLY I _ Vinyl or Wood Siding as per clients selection • Z 92% AFU E furnace ALONG DECK-REFER TO ; ; _ — installed per manuf specs and IRC code. 13 SEER AC equipment DETAI_S ON DWG-2 Cont. load path strapping installed in accordance • Mechanical Ventilation >_ 110 CFM w oN, with drawings. Provide Fire Blocking in accordance Z One Energy Star bath fan with an electronic programmable timer 2 x 6 DECK JOISTS @ 16"°c with IRC R302.11 & R302.11.1 and 2-2 x 6 P.T.GIRDER Draftstopping per R302.12 & R302.12.1 Other Specifications: 34'-0" 16'4" • Windows: U<_ 0.30, SHGC<_ 0.30 TYPICAL FLOOR CONSTRUCTION • z 100% high efficiency lighting (CFL's or LED's) Q o 50'-0" > CZ a/ M ,0 3/4" Plywood Span Rated Subfloor, • < 3 air changes per hour rn Glued and Nailed in • z All Energy Star appliances 7:1 accordance with the fastener schedule. o Floor joists and Bridging as per Code. R403.6 Mechanical ventilation shall be provided that �j x �d g g meets the requirements of section M1507 of the IRC TYPICAL FOUNDATION FOUN DATION PLAN NO o �`j� M " FSI ✓�TYPICAL FOUNDATION CONSTRUCTION IN ACCORDANCE WITH IRC CHAPTER 4 p g g equipment TABLE R404.1.2 8 '� SCALE: 1 /4" = 1 '-O" .� ����� �F��' in accordance with chapter 4 R403.7 Heating and coolin a ui ment shall be O �'� !'�-tr� 8 CAST-IN-PLACE WALL WITH �../ 3000 psi Air Entrained cast-in-place concrete sized in accordance with ACCA manual J by a4rU wall on cast-in-place Concrete Wall Footing per certified third party rater. HORIZONTAL REBAR PER IRC TABLE ct R403. refer to Foundation Plan for footing size & R404.1.2(1) OR SEE DWG-1 NOTE #6. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, TYPICAL ANCHOR BOLMAXIMUM SPACING: 1/2T - IRC @ 72�� O.C.R403.1.6 thickness. Concrete Horizontal and Vertical 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE ���,A 1019 �o Reinforcement per IRC Chapter 4. & gen note #6. EMBEDMENT OF 7" WITH NUT & WASHER. Damproofing per R406. 2- 2x6 approved SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 2 BOLTS PER PLATE AND HOLD AT LEAST ATF �Ny treated Sill Plates, Sill Seal And Termite shield per TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP MAX AND 3-1/2" MIN OFF OF NE Section R318. Anchor bolts per Foundation Plan FOOTINGS 1V TO 2H . ONE BOLT - 12" ENDS OF PLATES. and R403.1.6 7 CODE COMPLIANCE STATEMENTS: Pre-Fab/ Factory Built Fireplaces Plumbing Note: In accordance with IRC code chapter R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed ALL PLUMBING SYSTEMS SHALL BE 10 factory-built fireplace inserts shall draft openings (both vertical and horizontal) and to form an effective fire barrier 1. The windows selected for this project shall meet INSTALLED IN ACCORDANCE WITH Y p between stories, and between a top story and the roof space. Fireblocking shall the egress requirements of 8310. PART VII OF THE IRC&NYS UNIFORM be UL listed and labeled and shall be ber _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2. All windows shall meet Section R308 Glazing and CODE SUPPLEMENT installed in accordance with the p ovided in wood-frame construction in the following locations. r - - R308.4 Hazardous locations. conditions of the listing. Factory-Built 1. In concealed spaces of stud walls and partitions, including furred spaces and I 1 Electrical Note: 3. Windows were required shall meet the Window Fall ALL ELECTRICAL EQUIPMENT fireplaces shall be tested in accordance parallel rows of studs or staggered studs; as follows: protection requirement R312.2. AND WIRING SHALL BE INSTALLED with UL 127. Hearths shall be installed in 1.1. Vertical) at the ceilin 4. Bathroom windows shall meet the hazardousF IN ACCORDANCE WITH PART VIII OF accordance with the listingof the Y g and floor levels. THE IRC. A MINIMUM OF 75%PF 300 sq ft of available I glazing requirements as per R308.4 PERMANENTLY INSTALLED FIXTURES Fireplace & in accordance with IRC code 1.2. Horizontally at intervals not exceeding 10 feet. area for solar arra MUST HAVE HIGH-EFFICACY LAMPS. I v I 5. Stairs, landings, railings & guards shall comply for Hearths & Hearth extension. ` All Fireplace shall beequipped with an 2. At all interconnections between concealed vertical and horizontal r I I with R311 & R312 Mechanical systems p 6. Outside lighting shall comply with RE 3803.3 THE MECHANICAL SYSTEMS SHALL exterior air supply. Exterior air ducts spaces such as occur at soffits, drop ceilings and cove ceilings. Z BE INSTALLED IN ACCORDANCE WITH I 1 7. Stairway illumination shall comply with R303.67 PART V&VI of THE IRC. shall be UL listed. Factory Built Chimneys 3. In concealed spaces between stair stringers at the top and bottom of the run. I I and R303.8 ALL MECHANICAL SIZING PER RCCA shall be in accordance with IRC code chapter Enclosed spaces under stairs shall comply with Section R302.7 - - - - - - - - - - - - - - - - - - - - - - J 8. Fireblocking shall comply with R302.11 thru R302.11.2 cal CULATED PER AAL"S"BASED OCCA MANUAL"J"N LOADS 10 Section R1005 Factory Built Chimneys. flame 9. Draftstopping shall conform to R302.12 thru R302.12.1 DUCT COMPLIANCE WITH MANUAL"D" 4. floor level, with an approved material to resist the free passage At openings around vents, pipes, ducts, cables and wires at ceilingand f 10. Flame spread and smoke-developed index for walls R303.4 MECHANICAL VENTILATION. O and ceilings shall compy with R302.9 thru R302.9.4 DWELLING UNIT SHALL BE PROVIDED and products of combustion. WITH WHOLE HOUSE MECHANICAL 11. Flame spread and smoke-developed index for VENTILATION IN ACCORDANCE WITH 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 insulation shall compy with R302.10 thru R302.10.5 SECTION M1507,3 11. Recessed lighting fixtures rated for 6. Fireblocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. membrane penetration shall meet ASTM E119 and Fire Stopping as per ASTM E814 or UL 1475 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral I••- 12. Exterior Decks shall comply with R507. wood or glass fiber installed securely in place or 1/2" gypsum board. ' ) Q Z ©C SOLAR ENERGY SYSTEMS(R324) U W SOLAR ENERGY SYSTEMS SHALL COMPLY WITH IRC SECTION 324,APPENDIX U &NYS SUPPLEMENT,SYSTEMS SHALL BE 1 r LISTED AND LABELED WITH UL 1741. 50'-0" Li PANELS SHALL BE LISTED AND LABELED ROOF PLAN WITH UL 1703. W 34 1All SCALE: 3/16" = 1'-0" SOLAR READY ZONE: 11'-8" 22'-4" W IN ACCORDANCE WITH IRC CODE APPENDIX U THE TOTAL SOLAR-READY ZONE AREA SHALL BE J NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY 3'-O"X 7-0" THE IRC AND NYS SUPPLEMENT. 4_ ROOF AREA ORIENTATION SHALL BE BETWEEN WOOD LANDING 110-270 DEGREES OF TRUE NORTH. 8 STAIRS& -R------------. T ,/r 22 4„ (RAILINGS AS FRAMER TO VERIFY CENTERLINE OF PER CODE WINDOW OVER KITCHEN SINK WITH G KITCHEN LAYOUT PLAN PROVIDED G 6'-03/11 5'-7'/:' 5'2" 11'4Y," 5'-9'/:' 7.1 BY BUILDER. 6-0" 30210 � ` N c' `� o E•- _ _ _ 0 - - - - - - - - 18210 - - - - - - - - - - - - - - 30462 - - - - - -�� ao 3052-2 �----2a o o,'� o o 1(3)'l-3/4"x 9-1/2"L I ° E ° ° `w 0? r - - - - - - - - - - - - - - - I I �- ---il I o� fu C'? °o I I C YEE O w U «.' - O 0 C N C 3046-2 -2x8 2-2x10 I 2-2x10 ' in ° o m o ° m \778' 5" 12'-8Y�" " = I I I d - .n IT 2-2x10 3v2", , „ Cl) ' I KITCHEN .o 0 o a '-~ � 1 11'-4'/" / N I LL c_n cn � ° v°i c >a Z 0.Y Com o N I N ry J ( U I c U O O N u1.� ° L N Q�'0 0 3 c') ^ `r' o o � J - -' aLr- � r U 3 0 otw ° I 1 ^ I M N U I O I O O C O 0I N C w y i n O I o a in o I N e 6' I O O I o O N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L t c m to• �o 0,2:= ° E In 0 0 N 1 J M M•9•- C L to l o 0 o O �� I - ,2x10 FLOOR JOISTS Cud 16"o.c.„ �y , N I N I _ c •� o° o a Bedroom #2 = o LINE OF CLG SPLAY g 0 s `o ° a CD W •tJ.N _ 0 o cn Tin 8'CEILING HT in " " iE - m L- E m o 2L E U$ Bedroom #3 12 .o.0 1 L LISTED I I U_ E z'E w Q N c o I o O 214t 8'ls 'CEILING HT m e f5 I 2'-0" PRE-FAB FIREPLACE, ' ' o L o t c ` c I S o o U HEARTH EXTENSION o =o I GLASS DOORS& I I N INSULATED SOLID CORE F- v m a H <a E a._ o a L 1 STEEL DOOR I o .(D U HALL co `t C° N m X AS PER IRC CODE. ' 20-MINUTE FIRE RATED DOOR. `° N �,t N N"' I VENT TO EXTERIOR 2'-6" ' WEATHER STRIPPED ca I N`" DOWN I W/SELF CLOSING DEVICE. N 2-FLOOR JOISTS - _ - I _ _2-2x10 o ~ U ° O X X C5 I --- -- _ _ I 1 tD Q 04 N 4'0" ------ S is �° is ' ' ' u- I I I I ------ 4'011 ry O --- - `� g_2" '-6" ; I I L 2x12 RIDGE - _ _ _______ _ _ - _ - _ m I o o - _ _ - _ 3 1_3/4"x 9-1/4"LVL FLUSH- _ _ _ ;h N I P ST " Z cv q N - - - - - - 22x8 - bo m ® 15'-2" _ 5. " y - - - - - - - - - � - - - - - - I \ _ c � L � 2x10 RIDGE O 3, n I M -------- -Atiic FLUSH iv 'ry I o 0 GARAGE _ LI N access'. ----- MUD DWELLING GARAGE 4'0" ------- ------ m I 3Y�" ro Z'6" \ __ fan ;r, ROOM SEPARATION IN I O q 4'-0" I - -- e o ACCORDANCE WITH °) _______ I 2-2x10 "' M IRC TABLE R302.6 I Bedroom #4 MIN. HEADRM CLEARANCE I ______ SEE DWG-1 FOR TABLE STAIR 6'-B'AS PER = _ =ry 2.611 IN$�IIAT.F_ML,S ______ 8'CEILING HT --------- -� --------- NYSRC R311.5.2 1 U) Q OOMMON WITH LIVING o i I ------- 14'-4" AREA 15'-8'/2' ; LL I o a _ ___- 1 ,_2x1.0 FLOOR.JOISTS(cD. 16"o.c. j UP 14R 51/ I I '/z" 1` I N 1 CU C? �� - ---- I v o � c5 N O I to O� d 1 Z 13'4" i GREAT ROOM X �I LL STUDY z N N 5, c N a ,•1. m ifl ih 51/z" i o o _ LINE Olr CLG SPLAY _ _ _ _ I _ LU a O 'O U `_' M 1 N O .M^.. cc I N L ° ° O LU N 00 X ster 4 o Bedroom #1 o x o' ; -� I X N o - 1 M cel I J 2-2X12 \ I- Q ba m rn VAULTED CEILING I N I M C) () N I ° C __o to 10'-0" N 0 (n In r o U l e C l x c)Itco X I1161 -_ ---_-N-X41--------------------------- • I �* �' cl o sN N I 2'_0" ,y 2-2X10 M o o I 2_2 10 N 2-2x10 I 3052 3052 3052 3052 h LO I cDCD CX 2 8 Ridge CXI r ` 12" B&G � 2x6 Rafte s 6"oc "' v 3052 3052 3052 3052 3052 Pe a-cast 2x4 cig j is 16"oc `r Wood deck with Sq Tolumn 36"high wood rail and steps to grade N 4'-0" 4'-0" '-- T-6" 5'-8" T-10" T-10" 5'-8" T-6" O71 b 3'-6" 5'8" T-10" T-10" 5'-8" T-6" f Ole IT-O" 17'-0" 70, IT-O" 17'-0" 8'41 8'-0' Q �" '~ 63 34'-0" 34'-0" 16'-U" MO lieM 50'-0" I� U .- ct R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS, EXTERIOR FRENCH & SLIDING DRS �j � �: "D � Plans indicates ANDERSEN series 200 2ND FLOOR PLAN TOP OF THE WINDOW SILL SHALL Model Numbers and shall be In accordance with IRC R609 ,� ��R O BE A MINIMUM OF 24' ABOVE THE FINISHED C FLOOR AND GREATER THAN 72"ABOVE THE FINISHED To be designed & installed as per manufacturers CO ' J Hot�'S�� SCALE: 1 /411 _ V-011 GRADE OR OTHER SURFACES BELOW ON THE specification for 140 ultimate design wind speed EXTERIOR SIDE OF THE BUILDING.SHALL COMPLY AS FOLLOWS: and IRC Table 301.2(2), 301.2(3) AREA SCHEDULE O Smoke Detector R312.2.2 WINDOW OPENING CONTROL DEVICES: Provide HP LOW-E glass; U = .30, SHGC = .29 8' 1" PLATE HEIGHT Carbon Monoxide Detector _1 AREA SCHEDULE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH EGRESS: shall meet R 310 NAME AREA NAME AREA ASTM F 2000.THE OPENING DEVICE AFTER OPERATION WINDOW FALL PROTECTION: shall meet R312.2 1ST FLOOR PLAN co Refer to DWG-1 General Notes €�, TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO 1 st FLOor Area 996 sq ft. In accordance with Section 915 of the `•� 0? �i4 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Substitutions made upon meeting Code. 11 1 11 'A �© 2nd FLoor Area 1001 sq ft. TO MEET EGRESS R310.2.1 SCALE: 1 /4 - 1 -O Garage Area 355 s ft. 2015 IFC as amended by the NYS ti F o See page one, general notes for additional g q uniform code supplement code requirements. Il C'arlTlrrl101IELl EHE .THEG IRC BRACED WALL PANEL S-E E2 E .EC v'r LL u'•,E PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B / 6" _ DTT2Z TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP ' W (8) 1/4" X 1- 1-112" BRACE WALL LINE SPACING(FT) 22 22 26 26 16 22 22 26 26 j SDS SCREWS TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 24" 24" 24" 24" HOLD ALLOWABLE LOAD: 1,825 LBS apT o,, i r DO';,rJ r.1%EL _ LFA',EL]T DE;ICE ER GED -,LL F=rIEL-.T TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 9.8 9.8 11.4 11.4 4 5.4 5.4 6.2 6.2 C=E_+_-E:A%LLLI%E EHD OF ER�CED `.YLL LIIJE 1/2" THREADED ROD TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c END CONDITION 1 END CONDITION 2 col,-n;uouGL SHE: HEC__., 6 COUPLER NUT AND BR-CEC '.-LLLI!IE 1/2" ANCHOR BOLT 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 z 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 .88 .98 .98 .98 .98 O DOUBLE ' 3. WALL HEIGHT .95 .95 .95 .95 1 .9 .9 .9 g �/ STUD AT TIE Preservative-treated I_L_ 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 err SIMPSON LFTA barrier required for WITH (16) 1 OD NAILS connectors in contact 5. ADDITIONAL HOLDOWNS ec :E Lil!II!.L//, ER�c=_C:' » L •r;EL F,..EL E ALLOWABLE LOAD: 1,205 LBS with treated wood G +•-EI.COFE= CEC';'o4LLLIriE �t.11; =1= Tc ]GE � F]:,EL 6. GYPSUM BOARD OMITTED -E EE p E Z I El.'ET< END CONDITION 3 END CONDITION 4 TYPICAL HOLD-DOWN BETWEEN 7. GYPSUM BOARD FASTENING REQUIREMENTS FIRST AND SECOND FLOOR SIMPSON CORNERCo HOEDOWN (d) BOX FRAMING RESULT REQUIRED BRACED WALL LENGTH(FT) 9.3 9.3 11.4 11.4 4.6 6.2 6.2 5.5 5.5 Co Return panel:24" for braced wall ImN.T.S.es sheathed with ALLOWABLE LOAD: 1,8525 LBS f / wood structura' panels TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 32"for braced wall lines sheathed with NTSz UJ structural fberboard PER PLAN BRACING LENGTH PROVIDED(FT) 17 19.8 16 16 8 9.83 14.83 10.5 12 Distance D: 24" for braced wall lines sheathed w;th COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y r , .. / wood structural. panels V 32" for braced hall Pines sheathed with a.Linear interpolation shall be permitted - z u%:..n,;, structu,al fberboard b.The total adjustment factor is the product of all applicable adjustment factors. pI=ET E�]�E= c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines LEacE ALLLFC•..EL provided the bracing amounts on adjacent braced wall Imes are based on a spacing and number that neglects the Intermediate braced wall line. ■ ■ END CONDITION 6 Hold-down 000 lbs capacity fastened to the edge of the ABBREVIATIONS; BWL=BRACED WALL LINE, W 1 RACED WALL, device: braced wall pane'closest to the corner and BCS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL �1 to the foundation or floor f"aming be',cbV CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION UJ For SI:1 inch=25.4 mm, 1 foot=345 mm,11b=4.45N FIGURE R602.10.7 I END CONDITIONS FOR BRACED WALL LINES W I to ( U I WITH CONTINUOUS SHEATHING , aI m � mI mI CN to Mol 34'-0" , 16'-0„ 34'-0" ' 04'-0" 26'-0" 4'-0" 4'- ( 26'-0" I 4'-0" 12'-0" 4'-0" y c E.0 , 3'-1 1/32" I 4'-11 7/16" I I o f 4'-0" 0' E o a2 Y-0'/," 4'-1'/." 15'-4'/," I 2'-9'/2' a E L � y ° O o m y r C' C O CS-WSP CS-WSP 'o.o o a ui 8.2 Y CS-WSP CS-WSP I a co o 0 0 o b a c aC 00��i a , - 9' N "o•C C C L 'n O y y 'o 01 y '= _ w y iT BWL 2 1 o I I iv U I o o c'� °� c u c@ m '� I I LC) U C O 5- U O `t BWL 1-1 ' - - - - - -- - ' - - - - - - - - - - - - - - - - - - " � y `� � � fOE = IVa - �- - - - L c0 s ui-o c c - - - - v - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CS-WSP L o as tic °�' o `d) F- mEa.Eoa , GB METHOD I TABLE R602.10.4 i ' r 7"O.C.AT PANEL EDGES ' , CO INCLUDING TOP AND I �* I BOTTOM PLATES, 7"IN FIELD i r ALL HORIZONTAL JOINTS r a BLOCKED AND ' Imo^ I FRAMING CONNECTIONS v , AS PER DETAIL 2 ON DWG 2 LO ----- I C , O N -------- N co co -------- r , , CV N I --- --- ---------------I-, Imo- ' -------- ' ' --- --- GB METHOD ' ; r ; r) ------ TABLE R602.10.4 LU a 7"O.C.AT PANEL EDGES I D ' r INCLUDING TOP AND , N z 3 q I U I BOTTOM PLATES,7"IN FIELD L U ALL HORIZONTAL JOINTS I Q r , , BLOCKED AND W p FRAMING CONNECTIONS CO W AS PER DETAIL 2 ON DWG 2 I 4 I 0 C/) J BWL 2-2 BWL 1-2 v v U W (¢j - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f- - - - - - - - - - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - o (n I , ' SIMPSON LFTA SIMPSON LFTA ' ' SIMPSON DTTZ2 r FLOOR TO FLOOR HD FLOOR TO FLOOR HD I o o I HOLDOOiWN DTTZ2 HOEDOWN I ALLOWABLE ALLOWABLE a IMP ALLOWABLE ALLOWABLE CS WSP I CS WSP o LOAD: 1205 IBS LOAD: 1205 IBS ,! ' LOAD: 1825 LBS o o v � N NLOAD:11825 LBS U) M U , i U CS-WSP CS-WSP CS-WSP CS-WSP I ' BRACING METHOD I H 1 CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 , , N I 2'-7'/? 4'-9'/z" 4'-9'/�' II I IC 7r 7r 71' CS-P F CONTINUOUS SHEATHING I a ' PORTAL FRAME 4'-0" 26'-0" 4'-0" DETAIL#3,DWG-2 1' 11'/," I 2'-71/2' 3'-9'/," 3'-9'/," 2'-7'/2" I 1'-11'/,"lie 3'-6" 9'-0" 3'-6" U 34'-0" GB GYPSUM BOARD 4'-0" Ilk 26'-0" 16'-0" k 4'-0" ' BRACED WALL NOTES: I M 'nF�.1 � ,� ~ � REFER TO DETAILS ON DWG-2 I I F'+�1 � r r FOR HOLDOWNS, STRAPPING, BRACED r , pp I I WALL DIAGRAMS AND DWG-1 j~ O FOR NAILING SCHEDULE. ALL BRACEDI O I U WALL PANELS SHALL BE FULL-HEIGHT -4 r_. SECTIONS OF WALL WITH NO VERTICAL r 2ND FLOOR WALL SRAGINCS PLAN OR HORIZONTAL OFFSETS. SCALE: 1/8" - 1'-0" 1 ST FLOOR WALL BRACING PLAN ED ARC Q U 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH SCALE: 1/8" - V-0" -- 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 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. "., i 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE i'7� ily g0�0 yOQ� 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE * F NE`s7 R602.10.2.2 "--- 12 7 12 V � 7 ASPHALT SHINGLES Z Top of Plate Z 12 Ridge Vent 7 CDQ 12 60 7 ASPHALT SHINGLES Top of Subfloor !!� Top of Plate v — - - — 6" fascia Q _ — _ — _ — _ — _ _ - -- - — - - - - vinyl verted soffit Z W UW 0 — Z 00 Q W-too J W . . . . . . . . . Top of Subfloor I Q . j Top of Foundation W Fr"'11Z 11 11 75 i i I I I II II I I I I - R303.8 Exterior Stairway Illumination ' I I RIGHT ELEVATION I II II I I I I o I Exterior stairways shall be provided with artif0al light source I I Wood steps and landing I I Cn 0o I located at the t p landing of a stairway. Exteir�r stairways I I to grade. handrail and I I E I I 11 11 I II II I I J I providing accesls to a basement from the outfoor grade I REAR ELEVATION I Guardrail to code ` _ ' I I SCALE: 1 /4 = 1 -� I II II I I I level shall be prlovided with an artificial light source located I SCALE: 1 /411 = 1 —011 I I I e"�o �- o s I I I II II I I I at the bottom ofl the stairway. I I I I L N N o y U — — — — — — — — — — — — — — — — — — — — — — — — a— — L .� - - — Top of Footing — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — °� � � m _ � Lo I — - - — — — - - - - - - - - - - - - - — - - I - — — �— J C - - - - — — I - - - — — — - - - - - — — — Z - - - — - — - — — — — - - - - - - - - — — — — - - - - - - — - - � 2-2 oa0" co O•� d U_ ,q USO V CL U o Y Q) O Q) � �Y C ` U) >•p O n Y O x.03 L � 2o 03 L = I U o O N ....y. Q O V N O51 0 i> C a c C f TYPICL EXTERIOR MATERIALS: w a = �' 6 U 2"` ARCHITECTURAL ROOF SHINGLES Q w c m c) o a� c aE m 4)-0 o VOL u, FASCIA - WHITE / WHITE VENTED VINYL SOFFIT - L o L o " -� SIDING: TRIPLE 4" HORIZONTAL 0 ~ m E 0. N Ridge Vent WINDOWS: DOUBLE HUNG- WHITE WITH WHITE GRILLES SHUTTERS: TWO PANEL COLONIAL GARAGE DOOR: WHITE RAISED PANEL 12 12 7 � � 7 Top of Plate Ridge Vent o N O Lr) Z C) M o W Q 00 ri~ 00 06i N Qco LLL IELL U Top of SubfloorN O u — - - — Top of Plate — _ — ti inyl Siding - Top of Plate TM --- t � i 0 0 EO 00 1H 36" High RailingCt ® ® w as per Code ® ® ® 00 Top of Subfloor Top of Foundation To of Foundation Cz kn LM '4 � �" ? MPJ .n w -d P: M .0 O FINISHED GRADE I I o l3ottom of O Footing to I I I I I 0 be 36" below ; I I LEFT ELEVATION I I I ; ; � I 1 1 1 9 o ff " Grade Minimum I I _ 1 11 I I I FRONT ELEVATION I I I SCALE: 1 /4" - 1 -0 I I I 1 1 ,��RED A&C Q I I I I I Top of Footing I I SCALE: 1 /4" = 1 -011 I 1 �� `�� hip y% C - I - - - - - - - - - - - - - - - - - 1 �- - - - - - - - - - - J - - - - - - - - - C' - I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �z - - - - - - - - - - - - - - - ] - - - - - � ° N �� A clear area of exterior sidewall a minimum of 6 feet wide and 8 feet high designated * Y` ' 7 for future installation of solar inverter equipment. ` a) Such clear area shall be located as close as practicable to the electric service panel. �j46' 01- 010 ypQ� b) Such clear area shall not be located near a gas main, window or shrubs. NE`s c) Such clear area shall not be on the south facing side of the house. 0 CONTINUOUS RIDGE VENT RIDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENT AND 12 12 EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT 7 7 LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2x4 CT @ 16 oc ON ROOFS WITH SLOPE EQUAL OR GREATER " THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG IRC R806.3 THE ROOF SLOPE FROM THE EAVE EDGE OF THE MIN. 1"AIR GAP BUILDING RAFTERICEILING JOIST HEEL BETWN INSULATION JOINT CONNECTION AND SHEATHING SHALL BE NAILED �1101100(1 HM NIM fm A TOGETHER IN ACCORDANCE WITH TABLE R802.5.1(9) 0 (SEE DWG-1 FOR TABLE) An AAMA AAM)AAAA An A A An An AnM WITH SIMPSON H2A AT EACH TOP OF PLAT _ RAFTER TO STUD. ct _ R802.3.2 LAPPED JOIST SHALL BE NAILED with 8-16d — ® COMMON NAILS IN ACCORDANCE r WITH TABLE R802.5.1(9) O 00 BEDROOM #1 Lj 3814" V J i TOP OF SUBFL OR W TOP OF PLATE - ." •+ TYPICAL DECK FOOTING U W 12 round concrete poured pier -- Z footings to virgin soil, 4" P.T. Post, Q STUDY POWDER Galy Post anchor- See details on drawing-2 W ROOM KITCHEN -, 2-2x10 - P.T.GIRDER -, Y oo - — - I- - — - — - ;-q;' for strapping and uplift �- connections. Bottom of � W 16'-0" OUTSIDE BASEMENT ENTRANCE footing - Min. 36" below grade J I o I 8"CONCRETE WALL ON MIN 16"X 8" 15-� FOOTING WITH 4"CONCRETE LANDING& W TOP OF SUBFL OR = I Y I 4"DRAIN TO DRYWELL, CONCRETE STAIR _ _ U V-0" MEETING IRC R311.7-STAIRWAYS. II TOP OF FOUND TION bo I LU V I ALL DECK LUMBER SHALL BE HANDRAIL PER R311.7.8, 34"-38"ABOVE Cn I SOUTHERN YELLOW PINE#2 OR BETTER NOSING. 36"HIGH GUARD RAIL ON 00 TOP OF CONCRETE WALL. tu1Jl N° C!) LVL Girder I p I LIGHT N rt--------------------------------------------------------------- -- - __-----___---_--------------------------- y ° _ TYP.DECK LEDGER ; o oE t2 D,•�' I > • UNFINISHED l ------- ----------------------------------------------- -------- -- - -- ID UNFINISHED a a - SEE DET. ON -rr--- _ _ -- -- -- -- -- _ -- v ° II r- ------------------------------- I 11 ' c_ ° @ E a a I I BASEMENT 1 F.D. ` � 8 � � . �D c rn u c m cY o UNFIN. BASEMENT cn q o c .�t o o y ' - ' P.o --------------------------------- I I 4„ CAST-IN-PLACE CONCRETE fD I zo �- o m n o m &c Bottom of vq 0 8 N " ti SLAB INSTALLED IN � 'b m c� a 5 w - � —7 I 1 e � N C ° — ° w I? ; i o ACCORDANCE WITH IRC d °'o.o o Footing zo TYP.BASEMENT SLAB >. ' ' rp SECTION R506 O Z 8:5 0-" m aim m TOP O i WSIINSUL 1 --------- -- -- -- -- -- -- -- -- -- - c E �' 'mom �a�: o 36 below 0 00 G 11 -- ___-, ° e M h IS _ . . °. � 'Q \ ec anlca ystems ; ; LL o�o o °t m �a= Grade Minimum o o THE MECHANICAL-HVAC SYSTEMS " Cn TYPICAL FOOTING/COL `� 'N ------------------------------- -----, c m ° aw C n° N" c SHALL BE DESIGNED AND INSTALLED ; F- 4"x 24"x 12"Thick,poured ' I ' y M CCU o w IN ACCORDANCE WITH PART-V 1 oncrete footing&3" r _ - L 3 .E „ Un� c ' o c � O o MECHANICAL OF THE IRC 2015 I I -� Diameter steel column. .- o c o m u ,o m m SECTION O ` �/ I I __1_,__ 1 I I I I L E C L_ t= a C: d r LL I I , „ , , „ I „ I L UI-O C I I w . 3-5 O 7-1 7-1 15-4 ° (D � Co � c� � Qmcm0- J2 p ' , r- c CL m ma 10i o c°i� �' SCALE: 1 /4tt _ 1t_�tt °' ; ; ; � � �� � � � Ea. I I I I o I I 1 , BRACE WALL ABOVE I I X CONNECTION DETAIL ; X ' ' M I N ' DET 2 ON DWG-2 PROVIDE FIRE BLOCKING IN M 12x10 FLOOR JOISTS @ 16"o.c. ACCORDANCE WITH R302.111.3/4"x11.7/8"'LVL ' TYPICAL ROOF CONSTRUCTION of THE IRC RESIDENTAtL CODE. INTERIOR WALL FIN ISH ' -_ ---' "'------ ' I ----r- --r- ------?-- T_-I-- ---Y I I I ----------- ------- --------- Class A Asphalt Roof Shingles w/ Provide 1/2" Gypsum Wall Board on ceilings _;___ ( fasteners per manufacturer's specification and walls except basement walls & clgs - unless �-N 2x4 FRAME AROUND --------- 9 _____o 2_o„ - --' ----- and IRC 2015. noted. Min 1/2” Moisture Resistant Wall Board on o - 'r I STAIRCASE FROM FLOOR ______- I X I _ ; ; UNEXCAVATED _ ; o TO CEILING. TREATED SHOE - Ice & Water barrier as per IRC section R905.1.2 Ceiling and all walls in Bathrooms (humid areas) M PLATE AND GYP.WALL BD ------_ OO ° ; ; TYPICAL GARAGE SAAB -1 o (Note: Double underlayment is required and 5/8" cement board on walls and ceilings in wet areas. `V INSIDE FACE OF WALL MIN. _ ----- I LL U') ° a" CAST-IN-PLACE SLAB N N ATTACH RAILINGS. HANDRAILS J N I _ I W/6X6 W4.0 X W4.0 WWM 34"-3s"ABOVE NOSING. for Roof slopes between 2 on 12 and 4 on 12) Provide 5/8' Fire Rated gypsum wall Board on walls 00 > -, N -• I J _----� ;-_-/21 1-3/4"x11-,'7/8"-LVL-, M � � PITCH SLAB- DOORS FT TO Framing As per plans with 1/2" exterior grade and ceiling located as per code, manufacturers --- UNDER STAIR PROTECTION:R302.7 - ---1-J---------T--f -L_ -- _--__ -_-� span rated structural plywood Sheathing, requirements and drawings. I 1.2"GYP BD SHALL BE APPLIED ° _____ _ I -- TO UNDER STAIR SURFACES. ; - --' -- - ; ; ; ; Nail to framing in accordance Fastener _------ Schedules & Strapping per detail sheet(s). INSULATION SCHEDULE _ - ----- ' 00 Flashing per IRC R905.2.8 shall comply with HERS insulation requirements - ----- 7-1 BRACE WALL ABOVE o VENT CLOTHES DRYER I 1 t` W �' x urnace IN ACCORDANCE WITH ;r; - '-- - CONNECTION DETAIL N in accordance with IECC 2015 N T DET 2 ON DWG-2 o N TYPICAL SOFFIT CONSTRUCTION. 1 , CHAPTER 15-CLOTHES 1 1 N O N DYERS EXHAUST. ^' ' I r�r� Z „ `--- -, N I I \ O I 1 I 1 I VJ C'7 12 overhangs-typical Location R-value Thickness U) DROP TOP OF CONCRETE Q „ " * " 1 1 r AS REQUIRED FOR 6 Wood fascia & 6 Wood rake boards. Flat Cig R-30c 8-1/411 ------ I ; DISTANCE REQUIRED ALDL SEPARATION O I o p ' 1. GARAGE DOOR,SEE PLAN ; ; m �W Trim in aluminium or use azek or equal Vaulted Cig R-30c 8-1/4" I I o 1 FOR GARAGE DOOR SIZE O J 11 PRODUCING EQUIPMENT TO � , , O X I -J - Metal drip edge per IRC R905.2.8.5 Floor(unheated space) R-30c 8-1/4 I COMBUSTIBLE MATERIAL AS PER " 0I L- I- > Q Full Vented Vinyl Soffits Floor outside air R-30c 8-1/4" _ MANUFACTURER'S SPECIFICATIONS ; ; o U W Y y Floor(outside r- AND LATEST MECHANICAL CODE. ' ' co u;1 X Exterior 2x6 walls R-21 5-112" , ; ; ; N N ----- - ----- --_ . O cn TYPICAL EXTERIOR WALL air seal walls to pass 3 air changes per hour o 1 1 1 I _� 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. Above grade attic walls R-15 3-1/2" -------------------------------------------�' --------'-------------------------------------- Niq (2)ANCHOR BOLTS Double top Plate and Single Sole Plate. All Glazing U = .30 SCGH: .30 ` ; �IN EACH CS-PORTAL F••II 1/2" exterior Grade - g an Sp Rated Doors-less than 50% glazing U = .40 --------------------------------------1-----------------------1------------------------ ------------- - FRAME WALL ABOVE TYP.DECK LEDGER ---f SECTION-SEE Continuous Structural plywood Sheathing. Door-more than 50% glazing U = .30 SCGH: .30 i SEE DET. ON DWG 2 I o DETAIL 3 ON PG 2 Fastened per Fastener schedule. DECK LATERAL HOLDOWNS I 81_011 ( 9 H t vec House Wrap ore equal. Mechanical Specifications: ONE WITHIN 24"OF EACH END TYP. DECK FOOTING y p q p AND TWO SPACED EQUALLY ( _ I Vinyl or Wood Siding as per clients selection 92% AFUE furnace ALONG DECK-REFER TO installed per manuf specs and IRC code. • Z 13 SEER AC equipment DETAILS ON DWG-2 o-"- — Cont. load path strapping installed in accordance • Mechanical Ventilation > 110 CFM with drawings. Provide Fire Blocking in accordance z One Energy Star bath fan with an electronic programmable timer 2 x 6 DECK JOISTS @ 16"oc D GIRDER DV[E D [r �—•i �y . 1 with IRC R302.11 & R302.11.1 and 2-2 x 6 P.T. � \,.,/ Draftstopping per R302.12 & R302.12.1 Other Specifications: 341-01116'-0" i` C''. i h w ° • Windows: Us 0.30, SHGC<_ 0.30 Z TYPICAL FLOOR CONSTRUCTION 100% high efficiency lighting (CFL's or LED's) '� 63 ° 3/4" Plywood Span Rated Subfloor, • <_ 3 air changes per hour "' .s .? M (�) Glued and Nailed in _ All Energy Star appliances accordance with the fastener schedule. Floor joists and Bridging as per Code. R403.6 Mechanical ventilation shall be provided that z� N TYPICAL FOUNDATION o �, meets the requirements of section M1507 of the IRC FOUNDATION PLAN ., *`�`�'=``'"�•���{ a TYPICAL FOUNDATION CONSTRUCTION IN ACCORDANCE WITH IRC CHAPTER 4 ;, 1 %1. .,. TABLE R404.1.2(8): o4V-011 -' O in accordance with chapter 4 R403.7 Heating and cooling equipment shall be SCALE: 1 /4 — ' 3000 psi Air Entrained cast-in-place concrete sized in accordance with ACCA manual J by a 8 CAST-IN-PLACE WALL WITH HORIZONTAL REBAR PER IRC TABLE wall on cast-in-place Concrete Wall Footing per certified third party rater. R403. refer to Foundation Plan for footingsize & R404.1.2(1) OR SEE DWG-1 NOTE #6. c TYPICAL ANCHOR BOLT - IRC R403.1.6 thickness. Concrete Horizontal and Vertical ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING Reinforcement per IRC Chapter 4. & en note #6. 2 - 2 x 6 ACID SILL PLATES COPPER TERMITE MAXIMUM SPACING: 1/2" @ 72" O.C. p 9 EMBEDMENT OF 7" WITH NUT & WASHER. Damproofing per R406. 2- 2x6 approved SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP 2 BOLTS PER PLATE AND HOLD AT LEAST per treated Sill Plates, Sill Seal And Termite shield • - p ONE BOLT - 12" MAX AND 3-1/2" MIN OFF Section R318. Anchor bolts per Foundation Plan FOOTINGS 1V TO 2H . \ ENDS OF PLATES. , and R403.1.6 7 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 300 - - - - - - - - - - - - - - - - - - - - - - - - - - - -300 sq ft of available I area for solar array I I I I I Z I I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J (flew\� \� SOLAR ENERGY SYSTEMS(R324) SOLAR ENERGY SYSTEMS SHALL COMPLY ,r�' WITH IRC SECTION APPENDIX U ��{,, &NYS SUPPLEMENT.T.S 22'-4" SYSTEMS SHALL BE LISTED AND LABELED WITH UL 1741. 0„ 11'-8" 16'_0" PANELS SHALL BE LISTED AND LABELED ui WITH UL 1703. rr< F SOLAR READY ZONE: TYPICAL RAILING V W IN ACCORDANCE WITH IRC CODE APPENDIX U 2x4 TOP RAIL z THE TOTAL SOLAR-READY ZONE AREA SHALL BE DI ACCESS NOT SOR AN SET 00 SQUARE FEET QUIREOT INCLUDING 2x2 BALUSTERS @ 4" oc Q ACCESS OR SET BACK AREAS T. REQUIRED BY THE IRC AND NYS SUPPLEMENT. ROOF PLAN ROOF AREA ORIENTATION SHALL BE BETWEEN 2x4 BOTTOM RAIL 110-270 DEGREES OF TRUE NORTH. SCALE:3/16"= 1'-0" 4x4 POSTS @ 50" oc. J 34'-0" 1..1.i 22'4" WOOD = Q FRAMER TO VERIFY CENTERLINE F DECK WINDOW OVER KITCHEN SLINK WITH 6'-0'/," 5'-7'/." KITCHEN LAYOUT PLAN PROVIDED BY BUILDER. U) u, C E,o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ c En 30210 0 0,-- 28310 TEMP GL 2831OTT MP GL � 18 2 �:�. o � ` ' y; ® °CC Cc°it�ymL-• Edrnc L°°c.L�aV7' cUO7am '01 wa r - - - - 00 6'-0" ° FAN 22x8 FAN 3046-2 2-2x10 -2x10 22x10 (75'4" °2 ca 2 2 LO m� Ofo6 Lc0°f`ov-0. Y° -0" _ 0/ 812' O a):E O 3 L c c-3 0 a) I KITCHEN rn ^ � ° U ° o 2 La" Yf.ti s c 2 O C C C L .-.uj O I C O V 0) C O O I v ou I N U) 0 2'-4" co� c0 Nno `o3� 0 1 0 0 Bedroom #2 M s 2'-4" • O • uc o6 �o� � mC `r 8'CEILING HT \J I cel 1 2x10 FLOOR JOISTS N LL ( tY `.° N 3'0'/�' 2 0" - - - - - - - - - - - - - - _°y `° c G E �' o a Q t!1 C al 0 O O `« 2'-6" I C) \ J i11 O , - `• y m 0 c U �' 4 S ' ca I N O y 3%' LINE OF CLG SPLAY Z'c L ui c c 3+/," ch I Cn , co @ 16"oc � N in c a E.CU m-0 - o v WALK-IN I in o I- ° of� o � mEa.Eoa _ ( �[�7 INSULATED SOLID CORE (>S C CLOSET "� O N I CA 1 X _ 0 HALL X I X `� `O STEEL DOOR ° o U N 4 `" 1 0 ` I M WEATHER STRIPPED 20-MINUTE FIRE ED DOOR. ° N w x 3'-10'/z' 6'-6'/" 3'-4" '° I allo T X N I N S q 3Y�" 3'/:" "' W/SELF CLOSING DEVICE. v 13 `� N ' ` iv co 0 �1 C N O M DOWN 6, 2-2x10 r� I (4)1-3/4"x 9-1/4"LVL FLUSH I t, I I2'-4" ------- - I - — - — - — - — - — - — - — - _ of o O C) rt I 2x12 RIDGE ------- O I DOWN a in O N Cv N - - - - - - LL 30x22"FSO' - - - -- -- - - - - - - -- - - - - - I co q °r`° `4 0 I �, min.y?cttic --------- I M c� _ _ _ `� _ POST ti Z N o o VL 2x10 RIDGE o Cl) v ;acdess z------ 1 -v 15'-0" 5'2" io - - - - - - - - - - - - - 1 WALK-IN �______ 0 0 o I --_, 3,/=, , GARAGE _ u- N CLOSET WALK IN 0 'O° FAN 3/2" DWELLING GARAGE v O I M CLOSET ------- m I (4)1-3/4"x 9-1/4"LVL FLUSH ' _ ® SEPARATION IN 00 M ACCORDANCE WITH 2 6 SEE DWG-1 FOR TABLE I '•a� I IRC TABLE R302.6 e 00 INSUL o 0 ° o '(uCU 1 """"'" COMMON WITH LIVING 'cc o C 0 0 MIN. HEADRM CLEARANCE v CN ULI I ------- @STAIR 6'-8"AS PER N CO x 1 © 0 �---- 14'-4" 5'/z" AREA i 15' 8'/1' N Bedroom #3 � NYSRC R311.5.2 N N I GREAT ROOM _____ ._ �' Z ----- 8'CEILING HT en :�, _ -- --- I p = - -_ - ; ; Lf� M m ° - to 1 _ ----_` -- 1 Os Bedroom #4 ° a o Q o M I LL ° X W In pa)0 Q X N I m ,n N 00 X Bedroom #1 1 � N 0 v, -I I X N 1 4 O Ud LINE OV CLG SPLAY ; F- I N 1 18'-5/z" rn `v - - - --I - - - - - - - - -+ - - (� W U VAULTED CEILING N to 10'-0" u ; ' 0 Cr C) I I N I c -2X12 I U)O 1 N DJ 1 1() i -�' N 2 ' M N ' ------------------------------------------- ri O M °' I 18'-5/2" 14'-4" E' m v I x� 1 5'/2 2-2x10 2-2x10 31%'" 2-2x0 I 2-2x10 2-2x102-210 2-2x10 -I x10 2-2x10 2-2x10 o r, T I EaLv _ _ _ _ 3052 3052 3052 3052 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — fD g x 3052 3055 2 3052 3052 3052 N 2 8 Rid a cv 12" IB&G 2x6 Raft s 16"oC N �? Pe a-cast 2x4 clg j is 16"oc `r Wood deck with Sq olumn 36"high wood rail and steps to grade N T-6" 5'-8" 7'-10" 7'-10" 5'-8" 3'-6" Cz 34'0" T-6" 5'8" 7'-9„ T-11" 5'-8" 3'-6" g'-0" aJ M 8'-0" "� 2'0" 34'-0" IC V�t:�:i�T£ �i€:T e � 16'-0" TOWN OF soi�O ^/ r'l V 52'-0" MSM M Cz R312.2 WINDOW FALL PROTECTION NOTE: 2ND FLOOR P LAN TOP OF THE WINDOW SILL SHALL BE A MINIMUM OF 24"ABOVE THE FINISHED h"ye ,P1 8'-1" PLATE HEIGHT FLOOR AND GREATER THAN 72"ABOVE THE FINISHED SCALE: 1 /4" = 1 '-O" ' 'M GRADE OR OTHER SURFACES BELOW LL THE 1 ST FLOOR PLAN z EXTERIOR SIDE OF THE BUILDING.SHALL COMPLY AS FOLLOWS: AREA SCHEDULE 4 V-0 AREA SCHEDULE R312.2.2 WINDOW OPENING CONTROL DEVICES: NAME COLOR AREA SCALE: 1 /4" — 1 -O WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH 1st FLoor Area 1000.6 sq ft. +� t�5 ASTM F 2000.THE OPENING DEVICE AFTER OPERATION ' NAME AREA TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Garage Area O 350.3 sq ft. 2nd FLoor Area 1001 s ft. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Q TO MEET EGRESS R310.2.1