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Home My WebLink About42963-z �o�OSUFF�t1 �oG Town of Southold 8/2/2019 P.O.Box 1179 CM co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40584 Date: 8/2/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 230 Lesters Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-7-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/1/2018 pursuant to which Building Permit No. 42963 dated 8/22/2018 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: alterations and additions, including finished basement, covered porch and front entry, to an existing one family dwelling as applied for. The certificate is issued to Melan LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42963 7/17/2019 PLUMBERS CERTIFICATION DATED 7/22/2019 is rd LaBarktra t o eal Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 42963 Date: 8/22/2018 Permission is hereby granted to: Melan LLC 97 Goose Hill Rd Cold Spring Harbor, NY 11724 To: construct additions and alterations to existing single-family dwelling as applied for. C At premises located at: 230 Lesters Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 114.4-5.1 Pursuant to application dated 8/1/2018 and approved by the Building Inspector. To expire on 2/21/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $650.00 CO -ADDITION TO DWELLING $50.00 Total: $700.00 ilding Inspector hc1a61A c t o 4o Ards Ott+ P) L� r6 ap 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.R - 1 - ! R New Construction: Old or Pre-existing Building: (check one) Location of Property: Q30. L e Ae-a�t - 04�� House No. / Street Hamlet Owner or Owners of Property: Q !� L—L C Suffolk County Tax Map No 1000, Section Block _77 Lot s. 1 Subdivision Filed Map. Lot: Permit No. 2Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature I Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger. ichert(a)- own.sou .n ttholdus Southold,NY 11971-0959 g y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Melan LLC Address: 230 Lesters Rd City: Mattituck St: New York Zip: 11952 Building Permit#: 42963 Section. 114 Block: 7 Lot- 51 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hartman Electric License No: 53708-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 27 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 20 Twist Lock Exit Fixtures TVSS 11 Other Equipment: 2-combination smoke / co detectors, 30a electric hot water heater, 2-bath fans Notes: Inspector Signature: Date: July 17 2019 81-Cert Electrical Compliance Form As trjf so Town Hall Annex Telepb Town H,- 54375 Main Road 54375 U P.O.R1 P.O.Box 1179 Southold,N-," Southold,NY 11971-0959 BUILDING DEPARTNMNT JUL 2 4 2019 TOWN OF SOUTHOLD 1 G D E PY. T,Tc um Y—3 CERTIFICATION 11-C Date: JON Building Permit No.— 11 01 C1, G 3 Buildir, NA Owner Owner: �o,,n L L (— (Please print) D Plunibi; Plumber: Z—e�9&X VD C, (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 19, lead. A-d (Plumbers Signatur-eT"I Sworn to before me this Otd2l— Sworn 1--�- COLLEEN A.MONTRONY day of day of DU IL4 20_L�_ Notary Public,State of New York No.01 M06132243 Oualified in Suffolk County Commission Expires August 22, Notary Notary Public, County OE SO(/Tho * * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�F-.Rc ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��- e�- DATE INSPECTOR SOUTyO� # * TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION - I FOUNDATION 1ST [ ROUGH PLBG. - [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA K • V"m1 VO& LAO,, (in ( h� Ura/% y v► r�1 s tQ`` �//?� DATE INSPECTOR �o�aOF SO�TyOIo * TOWN OF SOUTHOLD BUILDING DEPT. °`�couN►v,��' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [f-'� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i oF souTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `,ourm,N�'' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]�ETRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMA KS: Dvi v 1. 1 V(mvl((2,�o 1 vi So pwv vlvr000& 00, DATE !I INSPECTOR �o��,oF souryo`o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ tj FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:66 �- v lo DATE INSPECTOR OE 50UTyO� TOWN OF SOUTHOLD BUILDING DEPT. co 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 INSPECTOR 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 230 Lesters Road,Mattituck ;` 's 4'a, Test Date 6/25/2019 Building Permit#: 42963 J - Compliance Pathway Performance Test Completed by : Christopher Silvia ` , J U L 2 4 2019 RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street J r.m G DEPT' ICC ID# Huntington,NY-11743CI1 �.�'' BPI# F - t ' 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1St 893 7144 ❑ Sealed Attic 2nd 893 7144 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 917 area includes areas here the ceiling height is less than 5 Total Volume 15205 ft CFM @50 pa 712 Air changes/hr@50 pa 12.81 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 2nd Floor Duct Location Conditioned Space -------------------------- Floor Area 893 Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: N/A System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: N/A 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: Date: 6/25/2019 Christopher Silvia,Home Energy Solutions 2015 9 CC Energy Efficiency Certificate Above-G - 24.-00 Below-Gra Wall j i 13.00 Floor J U L 3 1 2019 i-_•.''' 0.00 Ceiling/ Itoof Ductwork p 38.00 ML Window ' Door 0.33 0.29 � i - 0.35 Heating System: Cooling system: - Water Heater: Name: Comments Date: - --- a-q&3 _ w Y FOUNDATION(IST) ------------------------- 'FOUNDATION (2ND) ROUGH FRAMING& ftlf, -,PW r pq l INSULATION PER N.Y. 8TATE ENERGY CODE WETS r � r � E00,77 r t } TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIING,REPARTMENT Do you have or need the following,before applying? TOWN(HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �( Survey Southoldtownny.gov PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application �] Flood Permit Examined 0� 204 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved �20 Mail to: Hoffman Grayson Architects LLC Disapproved a/c 90 High St.,Huntington,NY,11743 Phone: 631-549-4060 t Expiration ,20S `CO— q _ g, C>b o � A-V/19 ng Inspector AUG ® 1 2018 LF APPLICATION FOR BUILDING PERMIT BUILDING DEPT. Date July27 '2018 TO77''f°�T 0,T-,, `'aY'�.1'I'PInLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and othr applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or,demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( gtYature of applicant or name, if a corporation) 0 High St,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Melan LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 46995-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 230 Lesters Road Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 114 Block 7 Lot 5.1 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 Single-Family Residence b. Intended use and occupancy Single-Family Residence 3. Nature of work (check which applicable): New Building Addition New Porch Alteration Interior Ren( Repair Removal Demolition Other Work Convert 1-car attached garage to Family -Room,Finish existing basement 4. Estimated Cost $45,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 (Existing) Number of dwelling units on each floor 1 (One Floor) If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any: Front 38'-11/2" Rear 38'-1" Depth 23'-7 3/4" Height 15-0" +/- Number of Stories 1 Dimensions of same structure with alterations or additions: Front 51'-4" Rear 51'-4" Depth 30'-0" Height 17-10" +/- Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 150.52' Rear 79.28' Depth 202.19' 10. Date of Purchase 11/17/2017 Name of Former Owner Christine Hawkins 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO_X 14. Names of Owner of premises Melan LLC Address 97 Goose Hill Rd,Cold Spring Harbor,NY 11724 917-533-8443 Name of Architect Hoffman Grayson Architects LLCAddress 90 High St,Huntington,NY 11743 631-549-4060 Name of ContractolRenovations Direct Inc. Address 6 Tiffany Ln,East Northport,NY 11731 631-275-5219 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Neal Hoffman,A.I.A. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect&Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledg and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ay of 18' � 20 R.JAM Mqtmy P4biip,State of New York 2, 49931134 No y P lic Qualified in Suffolk County Signature of Applicant Commission Expires 03/23/;x. „ o��1iGFOt��O BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD a Town Hall Annex - 54375 Main Road - PO Box 1179 Q - Southold New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 MAR 2 1 `2019 'roger.richertAtown:southold.hy.us T; i"k -•Tr;"•APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: R,,v Date: /y Company Name: H iv► .� /ems��,°e _ - License No.: /%E ,�3 7io email: ;ke � Address: - s g Ce--/es tt e- 1146-� f' ✓f7� .. 0 Rhone No.: r��/ /1F - 9- e 5F - = - - - JOB SITE INFORMATION: (All Information Required) Name: /�! �� .✓_ L� Address: L c s�-_e Cross Street: Phone No.: `/6 �� - BIdg.Permit#: ©f ._ --_ email: i1 oP°c fax Map District: 1000 '-Sect ion: Block: ___ 7__ _ Lot, BRIEF DESCRIPTION OF WORK(Please Print Clearly) r e- w; j,i(i S ��•'� Circle All That Apply: Is job ready for inspection?: Y / NO Rough In -Final Do you need a Temp Certificate?: YE / Issued On Temp Information: (All information required) Service•Size1 h 3 Ph Size: DO A #Meters _ 0 _ _ Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - verhead #:Underground Laterals-_1 2 H Frame Pole Work done on Service?,_ Y Additional Information: - PAYMENT_DUEWITH-AP PLICATION r 82-Request for Inspection Form xis Town Hall Annex �.'� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 5 x Southold, NY 11971-0959 %161- MWING DEPARTMENT _ NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 71-U/t8 Owner: Anthony D'Angelo of Melan LLC Location of Property: 230 Lesters Road,Mattrtuck Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X Roof framing (R) (LUL Roof Header) Floor and roof framing (FR) Signature: C/, Name (person submitting this form): t Lel o Capacity(check applicable line): Owner 1 Owner representative TrussReg15.docx Effective 1/1/2015 DIST: l 000 SECTION: / /4 BLOCK: 7 TAX LOT: 5. / SURVEY NO. l 7--18063 o MAP Of PROPERTY TITLE NO. SITUATE AT W MA7T1_TUG1\THE OFFSETS OR DIMENSIONS SHONM HEREONFROM THE PROPERTY LINES TO THE STRUCTURES FF O'- W ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO � T TOWN OFSOUTfTOLD MONUMENT PROPERTY LINES OR 7GUIDE THE ERECTION OFF S FENCES. ADDITIONAL STRUCTURES O (JW . / COTB OR ANY OTHER IMPROVEMENT O SUFFOLK COUNTY, N. Y. roo LOT NUMBERS: _ PH YS/CAC oN`/"� c °N Foss S 10QQQQ/i ' S�6.1�, �` ^I ��BFe 2 CONC. m (p UNAUTHORIZED ALTERATION OR ADDITION TO TH15 l•Vgj� C L F � SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW gSPygCT DRjVEW 23'-74 YORK STATE EDUCATION LAW O, 3�W TIMBER AY U �GF W (\� COPIES OF TH15 SURVEY MAP NOT BEARING THE LAND Q' WALL CONC NDER z W V SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. \ mti O V ro z h GUARANTEES OR CERTIFICATIONS INDICATED HEREON Y I� SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED,AND ON HIS BEHALF TO THE TITLE �✓ J ��' \� �2 O TAX LOT 5.1 a Q 2 �O COMPANY,GOVERNMENTAL AGENCY AND LENDING IN- ^ O STITUTfON LISTED HEREON,AND TO THE ASSIGNEES OF (\ 23'-7gq U U THE LENDING INSTITUTION GUARANTEES OR CERTIFI- CATIONS NOT TPANSfEPA13LETO ADDITIONAL IN- `O CO~ 5TITUTION5 OR SUBSEQUENT OWNERS. ) v '' r,rM. GUARANTEED TO T V ALL 5TATE ABSTRACT CORP. sE _ 5TEWART TITLE IN5URANCE COMPANY `O 15LAND HOLDING5 4 LLC F 16'-3" 4 l-8. SPLIT RAIL FENGE z NmI Lr)\ NO PHYSICAL POSSESSION SURVEYED STEM, B R 27, 20/7 V1 5 I 11 ASPHALT DRIVEWAY 3 O� N 54O ! l 20 VI/ 109. 16 ' S QO 1 A TAX LOT 6 r VINYL FENCE `V zZ 96.03' o mIU k TAX LOT 5.2 I IJ y N ISLAND L 5 VEYORS � I PROFESSI NF.��LS�V i SURVEYORS 199 LAFAYETTE DRIVE, SYOSSET, N.Y. 1 1791 PHONE: I-8GG-808-5800 FAX: 5 1 G-49G-1792 RECORDS OF WALTER I.BROWN,GUSTAVE A FOUL!IER 4 ROBERT A E,5T PlJA L I AVENUE JS 420 NES V V 1 DRAFTED BY B , 201. G. OCTOBER 4, 7 JUL 3 1 2019 g� 7�7 tri l t7 2 3c> `' r --& f Wyllc,.A 4 v C J e Csl(� .- Accwv® CERTIFICATE OF LIABILITY INSURANCE _ i�zo/2o ) 19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CT Debra Ferraro Brazier Insurance Agency aHc No Ext: (631)286-1400 ac Ne: (631)286-1406 1745 Montauk Highway ADDRESS:brazier-debra@optonline.net INSURERS AFFORDING COVERAGE NAIC# Bellport NY 11713 INSURER A:Metropolitan Property & Casualty Insure INSURED INSURERB: Labarbara Plumbing & Heating, Inc. INSURERC: 32 Harlem Avenue INSURER D: INSURER E Medford NY 11763 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1922014612 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MWDD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE F OCCUR PREMISES (RENTED PREMISES Ea occurrence) $ 50,000 111 BP021786P2018 3/10/2018 .3/10/2019 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENLAGGREGATE LIMIT APPLIES PER GENERALAGGREGATE $ 2,000,000 X POLICY 0 PRO � LOC 2,000 JECT PRODUCTS $ ,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIREDAUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Plumbing & Heating CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 Ehe Undersig,,�,,.,,aa,,,,.. s�nts to De an in Brazier/KEVIN ®eWr ev ©1988-2014�ACOOR ORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are regis arks of ACO INS025(201401) STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) IN Business Telephone Number of Insured 631-207-5736 LABARBARA PLUMBING&HEATING,INC. 32 HARLEM AVENUE lc.NYS Unemployment Insurance Employer MEDFORD,NY 11763 Registration Number of Insured Work Location of Insured(Only required#coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le, a Wrap-Up or Social Security Number Policy) 45-5095669 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) MAIN STREET AMERICA TOWN OF SOUTHOLD 3b.Policy Number of entity listed in box"la" 53095 ROUTE 25 WCU9636N SOUTHOLD,NY 11971 3c. Policy effective period 03/09/2018 03/09/2020 to 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. KEVIN BRAZIER Approved by: - representarive or licensed agent of insurance c er) Approved by: o24�46 (Signature) (Da e) AUTHORIZED REPRESENTATI E Title: Telephone Number of authorized representative or licensed agent of insurance carrier: 631-286-1400 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us R REScheck Software Version 4.6.5 Compliance Certificate Project Energy Code: 15 IE C Location: Shelter Island, N ork Construction Type Sin Project Type: New Construction Conditioned Floor Area: 1,786 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: d mnstruc ion Site: Owner/Agent: Designer/Contractor: 0 Lesters Rd Fred DeSanti Neal Hoffman attituck, NY 11 516-446-8906 631-549-4060 Fredclams@aol.com Neal@hoffmangrayson.com . trade-off Compliance: 3.6%Better Than Code Maximum UA: 225 Your UA: 217 Maximum SHGC: 0.40 Your SHGC: 0.29 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 Hot Roof: Cathedral Ceiling 899 38.0 0.0 0.027 24 Upper Level Wall:Wood Frame, 16"o.c. 875 24.0 0.0 0.054 35 Window 1:Vinyl/Fiberglass Frame:Double Pane 191 0.330 63 SHGC: 0.29 Door 1:Solid 43 0.350 15 Lower Level Wall:Solid Concrete or Masonry 1,041 13.0 0.0 0.059 57 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Window 2:Vinyl/Fiberglass Frame:Double Pane 70 0.330 23 SHGC: 0.29 Compliance Statement. The proposed building design describedhere is co istent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building s been designed to meet the 2015 IECC requirements In RESclheck Version 4.6.5 and to comply with the mandatory requirements Ii ed in the REScheck Inspection Checklist. l� � 'g, Name-Title Signature D J U L 3 1 2019 p Project Title: ' ` ' Report date: 07/24/19 Data filename: \\OFFICE6\Users\dan\Deskt6p\In Pr'o'gress Jobs\230 Lesters Road\Rescheck.rck Page 1 of 9 ` REScheck Software Version 4.6.5 C�J( 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 I. Does Not [PRJ]1 !energy code compliance for the y. 3 (� :building envelope.Thermal ❑Not Observable 1 envelope represented on !, - ❑Not Applicable ; construction documents. 103.1, ,Construction drawings and , omplies ;Requirement will be met. 103.2, !documentation demonstrate ; Does Not 403.7 !energy code compliance for i [PR3]1 ;lighting and mechanical systems. I "• ❑Not Observable U ;Systems serving multiple ( 1 ❑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_L_QO k:� 1 Btu/hr E Does Not [PR2]z :on loads calculated per ACCA ! Cooling: ! Cooling: ! I Manual J or other methods Btu/hr ! c :❑Not Observable , I approved by the code official. Btu/hr�� !❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 2 of 9 s section Plans Verified Field Verified . # Foundation Inspection . Value Value Complies? Comments/Assumptions & Req.ID- - I 402.1.1 i Conditioned basement wall R-_�3 R-� Complies ;See the Envelope Assemblies [F0411 insulation R-value.Where interior R- R_ ;❑Does Not Itable for values. C h insulation is used,verification� ; ; ; ,may need to occur during ;❑Not Observable , Insulation Inspection. Not I ;❑Not Applicable ; required in warm-humid locations; ; iin Climate Zone 3. i ; 303.2 ;Conditioned basement wall ❑Complies :Requirement will be met. [F05]1 linsulation installed per ❑Does Not manufacturer's instructions. []Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ; complies ;See the Envelope Assemblies [F06]1 Einsulation depth of burial or I Does Not table for values. v EiE distance from top of wall. ❑Not Observable ; I ;❑Not Applicable 30 3.2.1 A protective covering is installed ❑Complies ;Exception: Requirement is [FO11]? to protect exposed exterior _ 1 ❑Does Not not applicable. U insulation and extends a minimum of 6 in. below grade. []Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system ', ❑Complies ;,Exception: Requirement is [FO12]2 controls installed. = []Does Not ;not applicable. Ol l = ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 3 of 9 Section Plans Verified Field Verified' " # Framing/Rough-In•Inspection . Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- , i U-,IO ' Complies ;See the Envelope Assemblies 402.3.4 j❑Does Not I table for values [FR1]1 ;❑Not Observable u ; I❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted ; U-o33 ; U- :3'? ;[Complies ;See the Envelope Assemblies 402.3.1, iaverage). ;❑Does Not Itable for values. 402.3.3, 402.5 ; ;❑Not Observable ; [FR211 I ; ;❑Not Applicable 0 303.1.3 U-factors of fenestration products ,, ❑Complies :Requirement will be met. [FR411 are determined in accordance ❑Does Not !with the NFRC test procedure or SS taken from the default table. £ _ []Not Observable j S❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier k _ ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's s '` �❑Does Not J instructions. , j❑Not Observable 'J❑Not Applicable 402.4.3 Fenestration that is not site built I " 1❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ;❑Does Not U AAMA/WDMA/CSA 101/I.S.2/A440 t i❑Not Observable ' or has infiltration rates per NFRC I❑Not Applicable 400 that do not exceed code limits. , , 402.4.5 F-rated recessed lighting fixtures}} ;❑Complies ;Exception: Requirement is [FR16]2 isealed at housing/interior finish i - ❑Does Not :not applicable. land labeled to indicate<_2.0 cfm j I lleakage at 75 Pa. ]❑Not Observable ; j❑Not Applicable 403.3.1 ;Supply and return ducts in attics I❑Complies ;Exception: Ducts located [FR12]1 !insulated >= R-8 where duct is SS _ I❑Does Not completely inside the U >=3 inches in diameter and >= i = �building envelope. R-6 where< 3 inches.Supply and []Not Observable ; return ducts in other portions of ; ❑Not Applicable j !the building insulated >= R-6 for ,,, diameter>= 3 inches and R-4.2 :for< 3 inches in diameter, 403.3.5 ;,Building cavities are not used as #❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ;❑Does Not j j❑Not Observable j , I j❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. [FR17]2 }above 105°F or chilled fluids j ;❑Does Not below 55°F are insulated to>_R- 13 ; Zallot Observable ; I j❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR2411 I piping. I I ' ❑Does Not I ❑Not Observable j❑Not Applicable 403.5.3 'Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 i>_R-3. ;❑Does Not iNNot Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]z i installed on all outdoor air , ❑Does Not intakes and exhausts. , • ❑Not Observable ; j r IE]Not Applicable 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 4 of 9 ` section, ,Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 RAI:installed insulation is labeled 11Dcomplies ;Requirement will be met. [IN13]2 ior the installed R-values ❑Does Not provided. lel y ❑Not Observable I ; , ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R-_LL Complies :See the Envelope Assemblies 402.2.5, a mass wall with at least 1/2 of the Wood Wood ;❑Does Not I table for values. 402.2.6 ;wall insulation on the wall Mass I❑ Mass I❑Not Observable [IN3]1 ;exterior,the exterior insulation Steel E] Steel I❑Not Applicable :requirement applies(FR10). pp 303.2 ;Wall insulation is installed per } ❑Complies :Requirement will be met. [IN4]1 :manufacturer's instructions. ( j❑Does Not I I❑Not Observable f I []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 6 of 9 ' Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. 1 R- � R-�� Complies ;See the Envelope Assemblies Wood (� Wood ,❑Does Not table for values. 402.2.1, I I I 402.2.2, I g Steel ❑ Steel 402.2.6 ❑Not Observable [FI1]1 ; ; ;❑Not Applicable I I I I I I I I I I 303.1.1.1, :Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 1 manufacturer's instructions. ; ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable IE]Not Applicable 402.2.3 Vented attics with air permeable i ` ` ❑Complies ;Exception: Requirement is [F122]2 insulation include baffle adjacent t' ❑Does Not 1 not applicable. 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. [FI3]1 'insulation >_R-value of the �I (IDoes Not I I I adjacent assembly. I ;❑Not Observable ❑Not Applicable 402.4.1.2 i 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 j<=3 ach in Climate Zones 3-8. ; ;❑Not Observabl ❑Not Applica e 403.3.4 ;Duct tightness test result of<=4 ; Pfm/100 )lf cfm/100 Momplies( ;Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 oes Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ; ; 1❑Not Obsery ble 1 tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F127]1 !determine air leakage with ft2 ft2 ;❑Does Not handlers are located within !either: Rough-in test:Total ;❑Not Observable conditioned space. (leakage measured with a , pressure differential of 0.1 inch 1 ;:F-]Not Applicable w.g,across the system including ;the manufacturer's air handler 1 ; enclosure if installed at time of :test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch I :w.g.across the entire system ;including the manufacturer's air I handler enclosure. 1 403.3.2.1 ;Air handler leakage designated ®Complies ;Exception: Requirement is [FI24]1 !by manufacturer at<=2%of ❑Does Not not applicable. design air flow. ❑Not Observable jETNot Applicable 403.1.1 Programmable thermostats t omplies ;Requirement will be met. [FI9]2 ;installed for control of primary Does Not S heating and cooling systems and 4 initially set by manufacturer to ❑Not Observable 1 code specifications. y ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]2 on heat pumps. ?' ❑Does Not :not applicable. ` 3❑Not Observable ; ]5bot Applicable 403.5.1 ;Circulating service hot water !! ❑Complies ;Requirement will be met. [FI11]2 systems have automatic or t ❑Does Not {accessible manual controls. ❑Not Observable ; ' I FPNot Applicable I, I. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\0FFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 7 of 9 ' -Section Plans VerifieFieldd Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Reci ID 403.6.1 4AII mechanical ventilation system} I 'WComplies ;Requirement will be met. [F125]2 ;fans not part of tested and listed 1 ❑Does Not t 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 c ❑Does Not t systems have outdoor setback # Not Observable I control to lower boiler water !! ,:_' Itemperature based on outdoor i ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]z have a circulation pump.The ❑Does Not :not applicable. system return pipe is a dedicated ss return pipe or a cold water supplyG ❑Not Observable pipe. Gravity and thermos- ; :_❑Not Applicable ; syphon circulation systems are I, ; 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 I' ❑Complies !Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ['' 3 of Observable heat tracing to maintain the ` ;Not Applicable ; desired water temperature in the ; piping. ; 403.5.2 , 'Water distribution systems that ❑Complies ;Exception: Requirement is '[F130]2, have recirculation pumps that = !, []Does Not not applicable. pump water from a heated water Not Observable supply pipe back to the heated '' water source through a cold ; ' of Applicable 1 water supply pipe have a demand recirculation water system. Pumps have controls I ' ;that manage operation of the pump and limit the temperature { 'i of the water entering the cold ! I water piping to 1049F. 403.5.4 I Drain water heat recovery units ; ❑Complies ;Exception: Requirement is [FI31]2 !tested in accordance with CSA ;.- ❑Does Not not applicable. 11355.1. Potable water-side pressure loss of drain water heat I❑Not Observable ;recovery units<3 psi for XKlot Applicable ; individual units connected to one _ , a :•, 'or two showers. Potable water- side pressure loss of drain water #heat recovery units<2 psi for ! individual units connected to I t three or more showers. 4 I 404.1 :75%of lamps in permanent } Roes omplies I Requirement will be met. [FI6]1 fixtures or 75%of permanent _ '. - Not ;fixtures have high efficacy lamps. s ; ,Does not apply to low-voltage ! ❑Not Observable ! !lighting. ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have Complies ;Requirement will be met. [F[23]3 !no continuous pilot light. IILIDoes Not ❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\0FFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 8 of 9 . SectionPlans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ' E]Complies ;Requirement will be met. [FI7]2 ❑Does Not } []Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for Womplies :Requirement will be met. [F[18]3 !mechanical and water heating ( []Does Not !systems have been provided. J❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/24/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\230 Lesters Road\Rescheck.rck Page 9 of 9 u VdI BEDROOM 2 BEDROOM 1 EXISTING GARAGE EXISTING BASEMENT 22ZW LIVING ROOM BATH X KITCHEN EXISTING BATHFZ06M EXISTING BASEMENT PLAN EXISTING FIRST FLOOR PLAN SCALE: V4"=T-0" SCALE: V4" T-O" HOFFMAN GRAYSON ARCHITECTS LLP 90 HIGH STREET HUN-nNGTON,NY 11743 631549.4060 hofF—q,aw—.. ALTERATIONS TO EXISTING RESIDENCE: D230LESTERS ROAD =3 LES, NY EXISTING FIRST FLOOR AUG 5 ED ARC BASEMENT PLANS VRL HO /7, D.—by Pict No 18NDL 1719 Scale. AS NOTED BtnDING.DEPS D.t,. $114/18 'ov S617MOLD Towri 013763 N --- DRAWING L15T --- CODE COMPLIANCE AND CONSTRUCTION NOTES: 1 A-1a GENERAL CODE $ CONSTRUCTION NOTES, SITE PLAN 1. WINDOWS AND DOORS PROVIDE EGRESS FROM ALL LIVING SPACES AS REQUIRED BY CODE.ALL SLEEPING ROOMS TO HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 8210. 50. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO A5TM A615 GRADE 60. ALL BAR DETAILING AND ACCESSORIES TO BE FURNISHED SHALL CONFORM TO TYPICAL DETAILS IN THE A-lb CODE COMPLIANCE CHARTS, FASTENER SCHEDULES, PLUMBING RISER GRADE FLOOR BEDROOMS TO HAVE MINIMUM 5.0 S.F. NET CLEAR OPENING. BEDROOMS ON ALL OTHER FLOORS TO HAVE MINIMUM 5.7 S.F. NET CLEAR OPENING.ALL EGRESS WINDOWS TO HAVE MINIMUM OPERABLE HEIGHT LATEST ACI STANDARD 315 DETAILING MANUAL,EXCEPT AS OTHERWISE SHOWN OR NOTED. DIAGRAM OF 24"AND OPERABLE WIDTH OF 20". SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED FLOOR, 51. ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER A5 FOLLOW5:1.1/2"AT FORMED CONCRETE NOT EXPOSED TO THE WEATHER,1"FOR TOP REINFORCEMENT AT SLABS,2"AT FORMED CONCRETE EXPOSED TO A-1c CONNECTION / STRAPPING DETAILS 2. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH ADDITIONAL STORY OF THE DWELLING, WEATHER OR GROUND,3"AT UNFORMED CONCRETE EXPOSED TO WEATHER OR GROUND. A-2 BASEMENT/ FOUNDATION PLAN, 15T FLOOR PLAN, FRAMING PLAN INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL 5PACE5 AND UNINHABITABLE ATTICS(R314.3), LOCATED AT OR NEAR THE CEILING. CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF 52.ALL REINFORCING BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURING CONCRETE.ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION WALLS,SLABS,AND OTHER CONCRETE A-3 ELEVATIONS $ SECTIONS EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS(8315.3). COMBINATION SMOKE$CARBON MONOXIDE DETECTORS SHALL BE PERMITTED(R315.4).ALL SMOKE ALARMS SHALL BE LISTED AND SHALL BE LAP SPLICED,WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE AS SPECIFIED IN AGI 315-83, INSTALLED IN ACCORDANCE WITH THE CODE AND APPLICABLE PROVISIONS OF NFPA 72. 3. FOR NEW CONSTRUCTION, SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACK-UP(8314.6$R315.5), SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH MANNER THAT THE 53. ALL CONCRETE MEMBERS, UNLESS OTHERWISE,SHOWN SHALL HAVE THE MINIMUM AMOUNT OF REINFORCING A5 PER AC1318-83. ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS(R314.4). 54. ALL CONCRETE SLABS SHALL BE FLOAT FINISHED AND,AFTER THE MOISTURE FILM OR SHEEN HAS DISAPPEARED AND THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT WATER AND FINE MATERIALS FROM BEING SHALL BE STEEL TROWELED UNTIL THE SURFACE I5 SMOOTH, EVEN,AND FREE OF MARKS AND RIPPLES. 4. MOISTURE CONTROL: IN ALL FRAMED WALLS, FLOORS,AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE(WHICH ARE NOT VENTED TO ALLOW MOISTURE TO ESCAPE),A VAPOR WORKED TO THE SURFACE, f RETARDER HAVING A MAX.PERMEANCE RATING OF 1.0 PERM SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. 55. UPLIFT CONNECTORS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE ROOF RAFTERS TO THE FOUNDATION(R802.11.1). STRENGTH OF TIE-DOWN CONNECTIONS TO RE515T WIND P�� I PI y(��J 5. FOR PROTECTION AGAINST DECAY PROVIDE PRESSURE PRESERVATIVELY TREATED WOOD AT THE FOLLOWING LOCATIONS:WOOD JOISTS WITHIN 18"AND WOOD GIRDERS WITHIN 12"OF EXPOSED GROUND IN CRAWL UPLIFT FORGES SHALL BE IN ACCORDANCE WITH TABLE R802.11, r l COMPLY WITH ALL CODES OF 5PACE5;ALL BLOCKING, SILLS,AND PLATES ON CONTACT WITH MASONRY OR CONCRETE; POSTS, POLES AND COLUMNS EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EXPOSED TO THE WEATHER;AND 56. ALL WOOD CONSTRUCTION CONNECTORS, INCLUDING THOSE DESIGNED TO,RE515T WIND UPLIFT FORGES, SHALL BE GALVANIZED METAL MANUFACTURED BY SIMPSON OR USP,ALL SPECIFIED FASTENERS SHALL BE a I' �@�S NEW YORK STATE & TOWN CODES AS REQ'O BY CODE SECTION 8317.ANY LUMBER OR WOOD REQUIRED TO BE PRESSURE PRE5ERVATIVELY TREATED SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY COMPLYING WITH THE INSTALLED ACCORDING TO THE MANUFACTURER'S IN5TRUCTION5 AND 2001 WFCM. INSTALL ALL SPECIFIED CONNECTORS BEFORE LOADING THE CONNECTION.TAKE WOOD SHRINKAGE INTO CONSIDERATION WHEN INSTALLING � AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS COMMITTEE TREATED WOOD PROGRAM, (R317.1.1)FIELD-CUT ENDS, NOTCHES$DRILLED HOLES OF PRESERVATIVE-TREADED WOOD SHALL BE TREATED IN THE FIELD IN CONNECTORS.THE EFFECTS OF WOOD SHRINKAGE ARE INCREASED IN MULTIPLE LUMBER CONNECTIONS,SUCH AS FLOOR-TO-FLOOR INSTALLATIONS,AND MAY REQUIRE POST-INSTALLATION TIGHTENING. �� e-w Ia-2 ACCORDANCE WITH AWPA M4. j 6. PROVIDE TERMITE SHIELDS FOR PROTECTION AGAINST TERMITES(8318.1). 57. CUTTING,DRILLING AND NOTCHING OF STRUCTURAL FLOOR MEMBERS TO BE IN COMPLIANCE WITH SECTION R502.6. DRILLING AND NOTCHING OF 5TUD5 TO BE IN COMPLIANCE WITH SECTION 8602.6. 7. APPROVED NUMBERS OF ADDRESS SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION A5 TO BE PLAINLY V151BLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY(R319.1). 58. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS(RG02.3.2). END JOINTS IN TOP PLATES SHALL BE .S0UT49ED4G*4RUSTEES OFFSET NOT LE55 THAN 24", PLATES SHALL NOT BE LESS THAN 2" NOMINAL THICKNESS AND HAVE A WIDTH NOT LE55 THAN THE WIDTH OF THE STUDS. OMISSION OF THE TOP PLATE 15 PERMITTED OVER HEADERS WEHRE THE 8. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4"WHERE MA50NRY VENEER 15 USED AND A MINIMUM OF 6" HEADERS ARE ADEQUATELY TIED TO ADJACENT WALL SECTIONS IN ACCORDANCE WITH TABLE Rr002.3.2. ELSEWHERE(8404.1.6). , 59. AGGE55 DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES 5UCH A5 ATTICS AND CRAWL SPACES SHALL BE WEATHER57RIPPEO AND INUSULATED TOA LEVEL EQUIVALENT TO THE INSULATION ON THE 9. EXTERIOR FOUNDATION WALL SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE(R406.2). SURROUNDING SURFACES(N1102.2,4). ARROVED AS NOTED60. THIRD-PARTY INSPECTION5: G.G.TO PROVIDE THIRD-PARTY WELDING GERTIIFIGATE FOR STEEL PLATE ASSEMBLIES DATE: B.P.# Blower door 10. ALL SURFACES OF STEEL COLUMNS SHALL SE GIVEN ASHOP-COAT OFBUST-INHIBITIVE PAINT,EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE GOR80510N RESISTANCE 61. PER 2016 NY5 UNIFORM CODE SUPPLEMENT 103.2, MATERIAL, EQUIPMENTAND DEVICES SHALL NOT BE REUSED UNLESS THEY MEET THE REQUIREMENTS OF UNIFORM GODS FOR NEW MATERIALS. PER 103.3,ALTERNATIVE FEE: D BY: ' and du (8407,2). OCCUPANCY OR tCStin<r required. T H CEILING AND FLOOR LEVELS AT ALL INTERCONNECTIONS BETWEEN CONCEALED MATERIAL,OEISNG OF METHOD OF CONSTRUCTION SHALL BE APPROVE BY THE CODE ENFORCEMENT OFFICIAL OR THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL,AN ALTERNATIVE MATERIAL,DESIGN OR METHOD OF NOTIFY BUILDING DEPARTMENT AT � V PROVIDE D HORIZONTAL (SPAC S,CON)EA EDQ'D BY CODE AT ALL CONGEALED SPACES WITHIN WALLS AND PARTITIONS A THE G A CONSTRUCTION MAY BE APPROVED ONLY WHEN THE CODE ENFORCEMENT OFFICIAL OR THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL SHALL HAVE DETERMINED, IN WRITING,THAT SUCH ALTERNATIVE 15 AT LEAST 4 M FOR THE VERTICAL AND HORIZONTAL SPACES,CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE STAIR,AND AT OPENINGS AROUND VENTS, PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL,TO EQUIVALENT OF THAT PRESCRIBED IN UNIFORM CODE IN QUALITY, STRENGTH,EFFECTIVENESS, FIRE RESISTANCE, DURABILITY AND SAFETY, 765-1802 8 AM TO P USE IS UNLAWFUL RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 62. PER SECTION C104,2,6.1 OF THE 2016 SUPPLEMENT TO NYS EGGG,A REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE TO THE CODE OFFICIAL A WRITTEN CERTIFICATION THAT(1)ALL REQUIRED HVAC SYSTEM INSPECTIONS, 1 OF 0 ND TION ING INSPECTIONS: TWO REQUIRED WITHOUT CERTIFICATE �- 12. PROVIDE MIN.1/2"GYPSUM BOARD TO UNDERSIDE OF FLOOR ASSEMBLIES USING DIMEN51ONAL LUMBER OR STRUCTURAL COMP051TE LUMBER LESS THAN 2"X 10" NOMINAL DIMENSION, OVER MIN,80 S.F. UNFIN15HED HVAC SYSTEM CALIBRATIONS,AND OVERALL HVAC EQUIPMENT FUNCTIONALITY'TESTES HAVE BEEN PERFORMED AND(2) IN THE PROFESSIONAL OPINION OF THE REGISTERED DESIGN PROFESSIONAL,THE HVAC SYSTEM E FOR POURED CONCRETE .STORAGE 5PACE5(8302.13), INCLUDING UNFINISHED BASEMENTS.FIRE PROTECTED FLOOR JOISTS MAY BE SUBSTITUTED IN LIEU OF ATTACHING PROTECTIVE GYPSUM BOARD. OPERATING A5 DESIGNED.THE REGISTERED DESIGN PROFESSIONAL SHALL RETAIN COPIES OF THE INSPECTION,CALIBRATION,AND TEST REPORTS,AND SHALL PROVIDE SUCH REPORTS TO THE CODE OFFICIAL,IF REQUESTED. 2. ROUGH - FRAMING & PLUMBING OF OCCUPANCY 13. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CODE SECTION R308.4 SHALL HAVE TEMPERED SAFETY GLASS, INCLUDING GLAZING IN DOORS,SIDELITES, SHOWER STALLS AND DOORS, BATHTUB 3. INSULATION ENCLOSURES,AND WHERE GLAZING EXTENDS TO WITHIN 18"OF FINISHED FLOOR OR 35"OF STAIR.S/RAMP AND A WALK-THRU HAZARD EXISTS. GENERAL NOTES: 4. FINAL - CONSTRUCTION MUST 14, PROVIDE MIN.2"CLEARANCE(AIR SPACE)BETWEEN CHIMNEY AND COMBUSTIBLE CONSTRUCTION FOR ANY CHIMNEYS LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL,1"CLEARANCE REQUIRED BE COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF FOR CHIMNEYS LOCATED COMPLETELY OUTSIDE THE EXTERIOR WALLS OF BUILDING(R1003.18), 1. THESE DRAWINGS HAVE BEEN PREPARED TO CONFORM WITH THE REQUIREMENTS OF THE FOLLOWING: ALL CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236 -2015 INTERNATIONAL BUILDING CODE REQUIREMENTS OF THE CODES OF NEW OF THE TOWN CODE. 15, LOT SHALL BE GRADED 50 AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS,WITH THE GRADE FALLING AWAY FROM THE FOUNDATION WALL A MINIMUM OF 6"IN THE FIRST 10-FEET(8401.3). -2015 INTERNATIONAL RE51DENTIAL CODE YORK STATE. NOT RESPONSIBLE FOR -2015 INTERNATIONAL EXISTING BUILDING CODE DESIGN OR CONSTRUCTION ERRORS. 16. WOOD SOLE AND SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPAGED A MAXIMUM OF 39"ON CENTER,AND LOCATED WITHIN 12"OF THE END OF EACH PLATE SECTION(WFCM 2001 •2015 INTERNATIONAL ENERGY CONSERVATION CODE TABLE 12C).ANCHOR BOLTS SHALL BE MIN.5/8"DIAMETER, USING 3"SQUARE WASHERS(WFCM 2001 SECTION 3.2.2.3)AND EXTENDING MIN.7INTO OR CONCRETE FOUNDATION,OR 15"INTO MASONRY BLOCK FOUNDATIONS -2015 INTERNATIONAL FIRE CODE PLUMBER CERTIFICATION (WFCM 20015EGTIONS 3.2.1.7$3.2.2.3). •2015 INTERNATIONAL PLUMBING CODE ELECTRICAL 17. ALL CONCRETE SLAB ON GRADE FLOORS SHALL BE MINIMUM 4"THICIG WITH MINIMUM 6X6 W1.4/1.4(10/10)WWM,CONFORMING TO A5TM A185, UNLESS OTHERWISE NOTED. PROVIDE VAPOR BARRIER BELOW SLAB -2015 INTERNATIONAL•2015 INTERNATIONAL FUEL MECHANICAL CODE INSPECTION REQUIRED ON LEAD CONTENT BEFORE (R506.2.3), MIN.6 MIL POLYETHYLENE,AT ALL INTERIOR SLABS,CONCRETE AT SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P51 AT 28-DAY5.ALL EARTH SUPPORTED SLABS SHALL BE •2015 INTERNATIONAL PROPERTY MAINTENANCE CODE CERTIFICATE OF OCCUPANC', SUPPORTED ON UNDISTURBED SOIL OR GRANULAR BACKFILL,COMPACTED TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM 0-1557.ALL UNDERLYING STRUCTURAL OR SELECT FILL SHALL AL50 BE COMPACTED TO AT - NFPA 70: NATIONAL ELECTRIC CODE(NEC),2017 EDITION SOLDER USED IN WATER LEAST 98%OF MAXIMUM DRY DENSITY BY A5TM 0-1557, •2017 NYS UNIFORM CODE SUPPLEMENT SUPPLY SYSTEM CANNOT •2016 NY5 SUPPLEMENT TO THE NYS ENERGY CONSERVATION CONSTRUCTION CODE, (REV,AUG,2015) Ti11SC PLACARWNG REQUIRED EXCEED 2/10 OF 1% LEAD. 18. DOUBLE ALL J015TS UNDER PARALLEL BEARING PARTITIONS(502.4), UNLE55 OTHERWISE NOTED.DOUBLE ALL JOISTS, RAFTERS, HEADERS,AND TRIMMERS AROUND OPENINGS, UNDER BATHTUBS, UNDER PARTITIONS •AF$PA WOOD FRAME CONSTRUCTION MANUAL(WFCM 2015)FOR ONE AND TbWO FAMILY DWELLINGS RUNNING PARALLEL TO JOISTS. 2. IT 15 THE CONTRAGTOR'5 RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE BEFORE COMMENCING WORK.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE 19. MAXIMUM WOOD STUD SPACING AND SIZE AT ALL EXTERIOR WALLS SHALL CONFORM TO TABLE 86023(5).PROVIDE THREE STUDS AT ALL CORNERS AND PARTITION INTERSECTIONS. PROVIDE DOUBLE TOP PLATE, DRAWINGS,SPECIFICATIONS,AND FIELD CONDITIONS,AND OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE COMMENCING ANY WORK. OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.OFFSET END JOINTS IN TOP PLATE MIN.24". STUDS IN EXTERIOR OR BEARING PARTITION SHALL BE NOTCHED OR CUT TO A DEPTH NOT EXCEEDING �"g�Iust rovueL1Pv�BINC' 25-PERCENT OF ITS WIDTH,40-PERCENT OF WIDTH PERMITTED FOR NONBEARING PARTITIONS(R602.6).ANY STUD MAY BE BORED OR DRILLED, HOLE NO GREATER THAN 40-PERCENT OF STUD WIDTH AND AT LEAST 5/8"FROM 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. EDGE OF STUD. 1),1,and S as, I�LILtLUMB.ING WASTE 4. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF HIS KNOWLEDGE, INFORMATION,AND BELIEF, MEET THE REQUIREMENTS 2015 IEGC AND 2015 ECS. p0 ' &WATER LINES NEED 20. PROVIDE FLASHING A5 REQUIRED TO ENSURE WATERTIGHT AND WEATHERPROOF CONSTRUCTION. GALVANIZED METAL OR ALUM. FLASHING AT ROOF AND BUILDING INTERSECTIONS, ROOF PENETRATIONS, EAVES, ETC., ' Energy CAS''' TESTING BEFORE-C0'J'ER1NTa AND FABRIC FLASHING AT ALL WINDOWS AND EXTERIOR DOORS. 5. ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MANUFACTURER'5 SPECIFICATIONS. 21. PROVIDE TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING BITUMEN ICE BARRIER AT ALL EAVES, EXTENDING FROM THE EDGE OF THE EAVE TO A POINT MINIMUM 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 6. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO PERFORM THE ENTIRE WORK PROPERLY. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY.MENTIONED OR SHOWN. UNLESS ON ROOF SLOPES EQUAL TO OR GREATER THAN 8:12,THE ICE BARRIER SHALL AL50 BE APPLIED NOT LESS THAN 35" MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING(8905.1.2). EXPRESSLY STATED OTHERWISE,ALL SYSTEMS AND EQUIPMENT SHALL BE COIMPLETE AND OPERABLE, 22. ROOF SLOPES FROM 2:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905,1.1(2). 7.THE CONTRACTOR SHALL SECURE AND MAINTAIN SUCH INSURANCE POLICIES A5 WILL PROTECT HIMSELF, HIS SUBCONTRACTORS,AND THE OWNER FROM CLAIMS FOR BODILY INJURIES,DEATH,OR PROPERTY DAMAGE WHICH MAY ARISE FROM THr OPERATIONS UNDER THI5 CONTRACT WHETHER WHICH OPERATIONS BE BY THE CONTRACTOR,SUBCONTRACTOR,OR ANYONE EMPLOYED BY THEM DIRECTLY OR INDIRECTLY.CONTRACTOR SHALL SUBMIT COPIES OF ALL INSURANCE POLICIES,AT TH` 23. FA57ENERS FOR ASPHALT SHINGLE ROOF SHALL BE IN ACCORDANCE WITH TABLE 8905.1.1(2),OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF REQUEST OF THE OWNER OR AS REQUIRED BY THE BUILDING DEPARTMENT,INICLUDING WORKERS'COMPENSATION, LIABILITY, PROPERTY DAMAGE, ETC, SHEATHING(OR THROUGH THE ROOF SHEATHING IF SHEATHING 15 LE55 THAN 3/4"THICK). ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.ASPHALT SHINGLES SHALL MEET THE CLASSIFICATION REQUIREMENTS OF TABLE 8905.2.1,4 FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED, 8. BEFORE SUBMITTING A PROPOSAL,ALL CONTRACTORS AND SUBGONTRACTC,R5 SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF THE WORK,THE CONSTRAINTS OF THE 5ITE AND PROJECT,AND THE DIFFICULTIES THAT ATIEND ITS EXECUTION. EACH CONTRACTOR AND SUBCONTRACTOR IS REQUIRED TO THOROUGHLY ACQUAINT HIMSELF WITH ALL JOB CONDITIONS AND DETERMINE METHODS TO OVERCOME ALL DIFFICULTIES. 24. PROVIDE CRICKET AT CHIMNEY WHERE THE DIMENSION OF THE CHIMNEY PARALLEL TO THE RIDGELINE 15 30"OR GREATER AND DOES NOT INTERSECT THE RIDGELINE(81003.20). 9. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE,AND LATER CLAIMS FOR LABOR, EQUIPMENT,OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE 25. SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS. GOUNTERFLA5H AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO INSTALLATION,SILICONE-TYPE SEALANT,ACCEPTABLE MANUFACTURERS:DAP, BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT BE RECOGNIZED. PECORA,TREMCO. 10. THE CONTRACTOR, UPON ACCEPTANCE OF THE DRAWINGS,ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE WORK DESCRIBED THEREIN,AND HE WILL BE EXPECTED TO COMPLY WITH THE 5PIRITAS 26. ALL JOINTS, SEAMS, PENETRATIONS,OPENINGS BETWEEN DOOR AND WINDOW ASSEMBLIES AND THEIR JAMBS AND FRAMING,AND OTHER SOURCES OF AIR LEAKAGE THROUGH THE BUILDING THERMAL ENVELOPE WELL A5 THE LETTER IN WHICH THEY WERE WRITTEN. SHALL BE CAULKED,GA5KETEO,WEATHERSTRIPPED,WRAPPED,OR OTHERWISE SEALED 70 LIMIT UNCONTROLLED AIR MOVEMENT. 11. THE CONTRACTOR,SUBCONTRACTOR AND OWNER'S SUBCONTRACTORS SHAkLL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, FINAL APPROVALS,AND CERTIFICATES OF APPROVAL FOR THEIR RESPECTIVE WORK, INCLUDING BUT NOT 27. ALL NON-ENGINEERED FLOOR JOISTS,ROOF RAFTERS, CEILING JOISTS,AND HEADERS TO BE DOUG FIR#2 or BETTER(WESTERN WOOD)WITH THE FOLLOWING MINIMUM VALUES: Fb(SINGLE)=825 PSI, Fv=90 PSI, Fc LIMITED TO, NEW YORK BOARD OF FIRE UNDERWRITERS,CERTIFICATE OF OCCUP,?ANGY,CERTIFICATE OF PLUMBING INSPECTION.THE BUILDING PERMIT SHALL BE OBTAINED AND PAID FOR BY THE OWNER, INCLUDING ANY SUBSEQUENT ADJUSTMENTS TO (PERPENDICULAR)=520 P51,AND E= 1,200,000. MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. THAT FEE ON THE BASIS OF ADJUSTMENTS LEVIED BY THE BUILDING DEPARTMENT, 28. ALL STUDS TO BE DOUG FIR"STUD"GRADE,WITH THE FOLLOWING MINIMUM VALUES:Fb(SINGLE)=650 PSI,Fv=90 PSI, Fc(PERPENDICULAR)=520 P51,AND E=1,100,000 PSI. M015TURE CONTENT NOT TO EXCEED 19- 12. ALL"CLEAR"AND"HOLD"DIMENSIONS ARE NOT TO BE VARIED FROM WITHOW THE APPROVAL OF THE ARCHITECT. DO NOT SCALE DRAWINGS.ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. PERCENT. 13. "ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAMIE PLANE. 29. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL HEADERS,BEAMS, ETC. 14."TYPICAL"OR"TYP".SHALL MEAN THE SAME OR REPRESENTATIVE FORSIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED, 30. ALL SHEATHING ON ROOF TO BE EXTERIOR GRADE COX PLYWOOD 5/8"THICK,AND EXTERIOR WALLS TO BE EXTERIOR GRADE COX PLYWOOD 1/2"THICK. 31. PROVIDE WOOD OR METAL CROSS-BRACING IN LINES 8'-0"O.G.AT CENTER OF ALL SPANS OVER 8'-0"FOR ALL J015T FRAMING,OR A5 PER MANUFACTURR'S INSTRUCTIONS. P. 312 PIN rail 32. WHERE THE ROOF PITCH 15 LE55 THAN 3:12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOI5T5,5UCH AS RIDGE BEAMS, HIPS,AND VALLEYS, SHALL BE DESIGNED A5 BEAMS(R802.3). s°" t red 33. PROVIDE RAFTER TIES(COLLAR TIES)SPACED NOT MORE THAN 4-FEET ON CENTER. 4a'pe Xrn �� 1s9•ST DO 9uired F W b 34. ALL HIPS AND VALLEYS SHALL BE NOT LESS THAN 2" NOM.THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER(R802.3). ^�� r°"t?Ord � NO PH YSIC]AAL°76 L '1L PC 35. IN COMBUSTIBLE BUILDINGS,PROVIDE ACCESS TO ANY ATTIC SPACE THAT EXCEEDS 30 S.F.AND HAS A VERTICAL HEIGHT OF 30"OR GREATER(R807.1).MIN.22"X 30"ROUGH-FRAMED OPENING, LOCATED IN HALLWAY, SSESS'°" - WITH MINIMUM 30" HEADROOM ABOVE OPENING AT ATTIC. 40o, . % �.� �.: 36. MAINTAIN MIN.3"CLEARANCE BETWEEN COMBUSTIBLE INSULATION AND RECESSED LIGHTING FIXTURES,FAN MOTORS,AND OTHER HEAT-PRODUCING DEVICES. z �Fxi / / :' Y ✓ '. !, FT R P CES.THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE / / wooD l: 37. PROVIDE ATTIC VENTILATION A5 PER CODE REQUIREMENTS AT ALL ENCLOSED ATTIC AND ENCLOSED RA E 5 A ` y ' R BELOW THE - STEPS TO 0 T VENTILATED. REDUCTION TO 1/300 PERMITTED IF 40-50 PERCENT OF THE REQUIRED VENTING 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC, NOT MORE THAN 3 BE 0 __ , G�nDE REMOVE coNcaerE 26, --_, �� ;� SPADE 0 BE _ r ROOF SHEATHING 8806.3 BY INSTALLING CONTINUOUS ExISTING / STEPS LANDING ___° L.F- HIGHEST RIDGE,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. MAINTAIN MIN.1"CLEARANCE BETWEEN INSULATION AND 00 5 EA NG AIR BAFFLES. ( ) TIMBER WALL - ---_-- �' : 23'-7 en -- ! � /i q<: ,� s y../ 38. PROVIDE 1/2"GYP.BD.AT ALL INTERIOR WALLS,TAPE AND SPACKLE,TWO COATS. c - - ! CONVERT EXISTING 10, O FRONT ENTRY __ PROPOSED ( ,, a LEVEL TO FAMILY ROOM x ?I .' 39. BATHTUB AND SHOWER WALLS SHALL HAVE NON-ABSORBENT FINISH EXTENDING MIN. 6-FEETABOVE FLOOR(R307.2), �r DOOR , --__ ! �R ,,� y' d NEW WOOD ./ Q LANDING AND / EXISTING w !,w :g i 45. PROVIDE GEMENTITIOU5 TILE-BACKER BOARD AT ALL WET AREAS INCLUDING TUB AND SHOWER WALLS. a ''• STEPS TO GRADE % / CO HOUSE r Z != DT AREA= :; :: (3 W 4 / / Cp LL !'LL 20.609 92 SO FT 4 e as, „ No.230 M 1 40. HEATING: ALL SPACES ARE TO BE MECHANICALLY HEATED AND CONFORM TO 2015 IECCC AND 2016 SUPPLEMENT.CALCULATIONS TO BE PREPARED,CERTIFICATION BY DESIGN PROFESSIONAL OF SYSTEMS TO BE �� 0 4 rFk ; / 1 STORY Q N t ':;s PROVIDED AT END OF PROJECT PER SECT. G104.2.6.1 OF 2016 SUPPLEMENT. DWELFRALING !Z ryll ". ! ® ` TAX LOTS I ti I,'U 100 RM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE IBC AND NATIONAL ELECTRIC CODE(NEC),THE NATIONAL BOARD OF FIRE �/ 2 / i „k ✓ ::... %%' ,- - ,`/%:�. I 41. ELECTRIC: ALL WORK, FIXTURES,AND MATERIALS ARE TO CONFORM (IBC) ( ) v �, / ! P UNDERWRITERS, PUBLIC UTILITY COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION, CONTRACTOR TO PROVIDE U.L.CERTIFICATE UPON COMPLETION OF WORK.CONNECT ALL EQUIPMENT, EXHAUSTS, MOTORS, z° / / 23, D ROOF CAP A5 REQUIRED FOR ALL EXHAU.ST FANS. CIRCULATORS,ETC.PROVIDE AND INSTALL FLEXIBLE DUCT AN ---------- eP 42. PLUMBING: ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL,AND OTHER AUTHOFITIES HAVING JURISDICTION, INCLUDING INTERNATIONAL PLUMBING CODE(IPG)AND HOFFMAN GRAY50N ARCHITECTS LLP / / REMOVE � ! COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE IPC,THE COUNTY HEALTH DEPARTMENT,AND y / / CONCRETE - 165 0 90 HIGH STREET MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN PVC PIPE,SIZED A5 SHOWN ON STEPS ff ! a HUNTINGTON, NY 11743 f°" s ed Z 631.549.4060 DRAWINGS OR AS REQUIRED BY CODE. PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH VENTS MIN.1/4"PER FOOT. NO PIPES, EITHER WASTE,SUPPLY OR VENT SHALL BE EXPOSED LANDING EXCEPT A5 REQUIRED AT FIXTURE. PROVIDE AND INSTALL PIPING REQUIRED FOR HVAG SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY UNLE55 OTHERW15E REQUIRED BY PLUMBING FIXTURE MANUFACTURER,PLUMBER TO VERIFY i i c°EREo OPEN FRArE hoffmangraysan.com ALL PLUMBING REQUIREMENTS. PIPING MATERIALS SHALL CONFORM WITH THE IPG.ALL PIPING TO BE LOCATED 50 A5 TO MINIMIZE NOISE. PROVIDE AND INSTALL LEAD OR LEAD COATED COPPER PAN,COVERING SIDES AND / j PORCH(112 S.F.) BOTTOM OF SHOWER ENCL05URE WITH ALL SEAMS CONTINUOUSLY SOLDERED,PROVIDE FOR WATERPROOF DRAIN CONNECTION. ;/ ; N ALTERATIONS TO EXISTING RESIDENCE: 43. FOUNDATION:ALL FOOTINGS TO BEAR ON VIRGIN 501L 4,000 P5F.ALL CONCRETE FOOTINGS SHALL HAVE A MIN.COMPRES51VE STRENGTH OF 4,000 PSI AFTER 28 DAYS,ALL CONCRETE WALLS TO HAVE MIN. ,// ;/ W i x 6 3 s^Ptl "-6"'Exshco230 LE5TER5 90A0 COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS.ALL OPENINGS IN FON WALL FOR PIPING SHALL BE FILLED SOLID WITH CONCRETE. ; ; ( oCIO - - S 30 __303-________-______ SPLIT RAIL RENCE--___�--- _._ ____..___213 L°J0 20] O 206 16 CK, NY MATTITU 44. REINFORCEMENT SUPPORT(8506.2.4). WHERE PROVIDED IN.SLABS-.ON-GROUND,REINFORCEMENT SHALL BE SUPPORTED TO REMAIN IN PLACE FROM THE CENTER TO UPPER ONE-THIRD OF THE SLAB FOR THE DURATION _�- -- -___________________- --1__-----_-__-- -- _2 a OF THE CONCRETE PLACEMENT. N """"tlw "°"""" aw z'" °n N 5a°1r2o"w ' m OO NO PHYSICAL POSSESSION 109.16' hnOltftl 45. 'LVL'REFERS TO LAMINATED VENEER LUMBER AS MANUFACTURED BY GEORGIA PACIFIC,BOISE OR TRU5 JOIST CORP.,AND SHALL POSSESS THE FOLLOWING MINIMUM PROPERTIES: Fb(SINGLE)=2,800 P51, E_ 3 N TAX LOT6 2,000,000, Fv=285 PSI, Fc(PERPENDICULAR)=750 PSI,Fc(PARALLEL)=2,700 PSI, '� ASPHALT DRIVEWAY CODE COMPLIANCE, N CONSTRUCTION, I$ GENERAL 45. PROVIDE THERMAL INSULATION AT ALL PORTIONS OF THE BUILDING THAT ENCLOSE CONDITIONED SPACE IN CONFORMANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE-RESIDENTIAL PROVI51ON5(IEGC-R) a 30A I AND THE SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(2016 EC5). INSULATION AT ALL EXTERIOR WALLS, CEILINGS,FLOORS,AND ROOFS TO BE FOIL-FAGEO BATT INSULATION CO 9 2 M,6 I NOTES, SITE PL/4N (UNLESS OTHERWISE NOTED), R-VALUE A5 SHOWN ON DRAWINGS. PROVIDE INSULATION AT ALL FLOORS OVER UNHEATED BASEMENT OR CRAWL SPACES. P° tlw 96.03' _cIN,r---- - - FENCN 54°11'20"W -_._-- - FRAME 211 2 y RRD o RC • Drawn b NDL 2 - - 212 tlw 2 19 47. EXCAVATION: REMOVE ALL VEGETATION, PEAT,ORGANIC TOPSOILS, LOAMY SUBSOILS,TRASH, ROOTS,STUMPS,AND EXISTING FILL FROM THE AREA TO BE OCCUPIED BY NEW CONSTRUCTION BEFORE ANY OTHER SHED s" i .i 5ITE PLAN , �,� P� s4 .FMyy FProject No. 181 E Scale: AS NOTED SCALE: 1" BUILDING OPERATIONS ARE STARTED, - I I 0, c Date: 3/12/18 `'M !! ,b ISI SITE PLAN BASED ON SURV 48. ALL BACKFILL NEEDED TO ESTABL15H FINAL GRADES SHALL CONSIST OF CONTROLLED FILL INSIDE OF BUILDING AREAS AND SELECT FILL OUTSIDE OF BUILDING AREAS,ALL BACKFILL SHALL BE COMPACTED TO 98%OF I � Y' PREPARED BY ISLAND WIDE ELAND q SURVEYORS,DATED SEPTEMBER 27, t u: MAXIMUM DRY DENSITY AS PER G26-1103.5.BACKFILL SHALL BE PLACED AND COMPACTED IN MAXIMUM SIX-INCH LIFTS TO ACHIEVE 98%STANDARD PROCTOR DENSITY COMPACTION. I LL 207•CR Cm 49 013763 . ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL. PROTECT FOOTING SUBGRADES FROM DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES AND GROUND OR SURFACE WATER, PRECAUTIONS TO INCLUDE BUT NOT AXL°752 �` �- BE LIMITED TO PERFORMING FINAL EXCAVATION WITH SMOOTH EDGE BUCKETS OR BY HAND. I "9 l I NES � WESTPHALIA AVENUE (DERIVED FROM TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: TABLE R301.2(1) RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAI. NAILING SCHEDULE : FOR ONE-AND TWO-FAMILY DWELLINGS, 2015 EDITION) AND SHEAR CONNECTION REQUIREMENTS WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR DERIVED FROM WFCM TABLE GROUND DESIGN DESIGN ICE BARRIER FREEZING MEAN ( W3.4A(EXPOSURE B) - 2015 EDITION) NUMBER OF NUMBER OF BOX SNOW LOAD: SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY: WEATHERING: FROST LINE TERMITE DECAY TEMP.: UNDERLAYMENT FLOOD INDEX: ANNUA JOINT DESCRIPTION : COMMON NAILS NAILS NAIL SPACING : FIG. R301.2(5) (MPH) EFFECTS REGION DEBRIS ZONE FIG. R301.2(2) FIG. R301.2(3) DEPTH TABLE D101 REQUIRED HAZARDS R403.3(2) TEMP. WALL HEIGHT(FT) 20 LBS./S.F. 130 NO NO NO C SEVERE 3'-0" MODERATE MODERATE 13 YES VARIES 8 10 ROOF FRAMING -HEAVY -HEAVY 500 THREE SECOND RAFTER REQUIRED NUMBER OF 8d COMMON 1,2,3,4 HURRICANE CLIPS SEE UPLIFT DETAILS PER RAFTER GUST WIND SPACING : NAILS or 10d BOX NAILS (TOENAILED) RAFTER TO TOP PLATE(TOE-NAILED) SPEED : REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 8d (PER TABLE 3.4A) 3-1 0d (PER TABLE 3.4A) PER JOIST NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION. CJ TO TOP PLATE CONNECTION CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3-16d (PER TABLE 3.9A) 3-40d (PER TABLE 3.9A) EACH LAP 120 MPH 12"O.C. 2 2 LIVE LOAD DEAD LOAD OR WT. INTERNATIONAL ENERGY CONSERVATION 16"O.C. 2 2 EACH LAP STRUCTURAL DESIGN DATA (TABLE R301.5): (IN LBS. PER SQ. FT.) (IN LBS. PER SQ. FT.) CODE REQUIREMENTS: 130 MPH 12"O.C. 2 2 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 3-16d (PER TABLE 3.9A) 3-40d (PER TABLE 3.9A) EACH LAP16"O.C. 3 3 TO THE BEST OF THE ARCHITECT'S KNOWLEDGE,THIS CONSTRUCTION MEETS AND EACH LAP UNINHABITABLE ATTICS WITHOUT STORAGE 10 LBS/SF 10 LBS/SF EXCEEDS THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 REQUIREMENTS,CONFORMING TO THE REQUIREMENTS OF CHAPTER 4"INSULATION 2-8d (PER TABLE 3.6A) 2-1 0d (PER TABLE 3.6A) PER TIE AND FENESTRATION REQUIREMENTS BY COMPONENT,"TABLE 402.1.2, THE 2 WHEN C.J.ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE COLLAR TIE TO RAFTER (FACE-NAILED) UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 LBS/SF 10 LBS/SF REQUIREMENTS ENTSYS OCODE SUPPLEMENT F CHAPTER 11 OFTHE INTERNATIONAL RESIDENTIAL CODE,AND TOENAILS IN THE RAFTER AND THE C.J. SHALL EQUAL OR EXCEED THE PER TIE 2 THE TABULATED NUMBER OF NAILS REQUIRED. HABITABLE ATTICS &ATTICS SERVED WITH FIXED STAIRS 30 LBS/SF 10 LBS/SF 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END NASSAU/SUFFOLK COUNTY- CLIMATE ZONE #4 EA. SIDE OF A RAFTER OF C.J. WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EA. SIDE WHEN FASTENED TO A 2X6 TOP PLATE. RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END BALCONIES (EXTERIOR) & DECKS 40 LBS/SF 10 LBS/SF VALUE VALUE 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE COMPONENT WALL FRAMING GUARDS & HANDRAILS (AND IN-FILL COMPONENTS) 50 LBS REQUIRED PROVIDED ADJUSTED AS FOLLOWS: TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT FENESTRATION U=.35(MAX.) U=<.35 ROOMS OTHER THAN SLEEPING ROOMS 40 LBS/SF 15 LBS/SF SHGC= .40(MAX.) SHGC=<.40 WALL HEIGHT 8' 10' TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE TOP PLATE TO RIDGE HEIGHT(FT) ADJUSTMENT FACTOR STUD TO STUDFACE-NAILED 2-16d 2-16d 24"O.C. SLEEPING ROOMS 30 LBS/SF 15 LBS/SF SKYLIGHT U=.55(MAX.) N/A • UU ( ) SHGC=.40(MAX.) HEADER TO HEADER(FACE-NAILED) 16dl 16d 16"O.C.ALONG EDGES STAIRS 40 LBS/SF 15 LBS/SF CEILING BELOW ATTIC SPACE* R-38(MIN.)* R-38 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d (PER TABLE 3.5A) 2-40d (PER TABLE 3.5A) PER STUD CATHEDRAL CEILING** R-30(MIN.)** R-38 BOTTOM PLATE TO FLOOR JOIST,BAMDKPOST, 16d 1, 2 16d z 1,z ENDJOIST OR BLOCKING(FACE-NAILED) 2 PER FOOT STRUCTURAL DEFLECTION DATA (TABLE R301.7): ALLOWABLE EXTERIOR WALL R=2I (MIN.) R 21 DEFLECTION R-5 CONTINUOUS)j FLOOR FRAMING FRAME FLOOR R-19(MIN.) R-19 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST RAFTERS W/SLOPES>3/12& NO FINISHED CEILING L/180 BASEMENT WALL(CAVITY INSULATION) R-13(MIN.) R-13 BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END INTERIOR WALLS AND PARTITIONS H/180 BASEMENT WALL(CONT.INSULATION) R-10(MIN.) N/A BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END FLOORS AND PLASTER/STUCCO CEILINGS L/360 SLAB PERIMETER(PERIM. INSULATION) R-10(MIN.) N/A BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-116d 4-16d EACH BLOCK (MIN.24"DOWN) R-38LEDGER STRIP TO BEAM FACE-NAILED 3-116d 4-16d EACH JOIST ALL OTHER STRUCTURAL MEMBERS U240 * EXT INSULATION IS ALLOWED WHEN INSTALLED OVER 100%OF THE CEILING AREA 1 ( ) EXTENDS UNCOMPRESSED OVER THE TOP OF THE WALL PLATE AT EAVES(8402.2.1). ** R-30 INSULATION IS ALLOWED WHERE THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d 3-1 0d PER JOIST EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 SUFFICIENT SPACE FOR THE REQ. INSULATION.THE REDUCTION OF INSULATION SHALL BE LIMITED TO 500 S.F.OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER BAND JOIST TO JOIST(END NAILED) 3-1 16d 4 16d PER JOIST IS LESS(8402.2.2). BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1164 1 3-16d PER FOOT LINTELS SUPPORTING MASONRY VENEER WALLS U600 ROOF SHEATHING STRUCTURAL PANELS 8d 10d (SEE TABLE 3.10) ROOF SHEATHING ATTACHMENT REQUIREMENTS for WIND LOADS EGRESS REQUIREMENTS: CEILING SHEATHING SPECIFIC TO EXPOSURE "B" @ 130 MPH FASTEST WINDSPEED R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. (DERIVED FROM WFCM TABLE 3.10 - 2015 EDITION) BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE 110"FIELD EDGE I FIELD ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OF MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE WALL SHEATHING , M NAIL SPACING FOR 8d AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) SHEATHING LOCATION : RAFTER SPACING : COMMON NAILS or 10d BOX NAILS : SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO AYARD OR COURT THAT OPENS TO A PUBLIC WAY. GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE 110"FIELD 4' PERIMETER EDGE ZONE 12 6 12 EXCEPTION: STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A 16 6 12 TOTAL FLOOR ARE OF 200 S.F. FLOOR SHEATHING 12 6 12 STRUCTURAL PANELS INTERIOR ZONE 16 6 12 R310.1.1 OPERATIIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. EMERGENCY ESCAPE AND RESCUE V OR LESS 8d 10d 6"EDGE/12"FIELD OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL GABLE ENDWALL RAKE OR RAKE - 6 KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON GREATER THAN 1" 1041 16d 6"EDGE/6"FIELD TRUSS WITH UP TO 1' RAKE O.H. WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. NOTE: THIS SCHEDULE INDICATES MINIMUM REQUIRED BY CODE. THESE DRAWINGS REQUIRE ALL ' FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS: SUBFLOORS(STRUCTURAL PANELS)TO BE GLUED AND SCREWED TO JOISTS...) ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. R310.2.1 MINIMUMI OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULE OF NOT LESS THAN 5.7 S.F. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3"O.C.AT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNEC RS NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT SHALL BE USED TO MAINTAIN THE LOAD PATH. WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS for WIND LOADS OPENING SHALL BE NOT LESS THAN 24"AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 REDUCED TO 1-16D NAIL PER FOOT. SPECIFIC TO EXPOSURE "B" & "C" @ 130 MPH FASTEST WINDSPEED S.F. (DERIVED FROM WFCM TABLE 3.11 - 2015 EDITION) R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT EDGE I FIELD SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL RIDGE CONNECTION REQUIREMENTS for WIND SHEATHING LOCATION STUD SPACING : NAIL A 8d BE PROVIDED WITH AWINIDOW WELL IN ACCORDANCE WITH SECTION R310.2.3 COMMON NAILS or 10d BOX NAILS : R310.2.3 WINDOW WELLS. THE HORIZONTALAREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 S.F. WITH A SPECIFIC TO EXPOSURE"B" &130 MPH 3-SECOND GUST WIND SPEED 4' PERIMETER EDGE ZONE 12 6 12 HORIZONTAL PROJECTION AND WIDTH OF NOT LESS THAN 36". THE AREA OF THE WINDOW WELL SHALL ALLOW THE (DERIVED FROM WFCM TABLE 3.6&3.6A-2015 EDITION) 16 6 12 EMERGENCY ESCAPE AND RESUCE OPENING TO BE FULLY OPENED. COLLAR TIES: WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP,THE NUMBER OF 10d COMMON 12 6 12 NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d INTERIOR ZONE EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT NAILS IN A STEEL STRAP,or THE NUMBER OF 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT 16 6 12 MORE THAN 6" INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. EXCEED THE TABULATED NUMBER OF 10d BOX NAILS IN A STEEL STRAP. FOR WALL SHEATHING WITHIN'4 FEET OF THE CORNER,THE 4 FOOT PERIMETER EDGE ZONE ROOF ROOF NUMBER OF 8d COMMON REQUIRED CAPACITY OF ATTACHMENT REQUIREMENTS SHALL BE USED. R310.2.3.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44"SHALL BE QUIPPED WITH A PITCH: SPAN NAILS or 10d BOX NAILS RIDGE CONNECTION(PLF) PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR RUNGS (FT): IN EACH END OF 1-1/4" SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12", SHALL PROJECT NOT LESS THAN 3" FROM THE WALL AND SHALL BE STRAPRAFTER CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS SPACED NOT MORE THAN 18"ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. ,, 3:12 12 2 136 RIDGE TENSION ( DERIVED FROM WFCM TABLE 3.9 &3.9A- 2015 EDITION ) STRAP ///,U 8310.2.3.2 DRAINAGE. WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDINGS ; ''',- %/ .:. 16 2 182 RAFTER ROOF SPAN (FT) ROOF SPAN (FT.) FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION R405.1 OR BYAN APPROVED ALTERNATIVE METHOD. ..N .' 20 2 227 " , r:> y >.. i 12 24 36 12 24 36 272 EXCEPTION: ADRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED WHERE THE FOUNDATION IS ON WELL- 24 3 . ,:;. � � ✓ so- 28 3 318 i' RAFTER RAFTER REQUIRED NUMBER OF 16d REQUIRED CAPACITY OF DRTAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM, GROUP jv i. I'� SLOPE : SPACING : COMMON NAILS or 40d BOX HEEL JOINT CONNECTION °'. SOILS. 32 3 363 \ / NAILS PER HEEL (LBS) RIDGE BOARD JOINT SPLICE 36 4 409 OR BE 113 3:12 12"O.C. 3 5 8 360 720 1080 4:12 12 1 16 2150 16"O.C. 4 7 10 480 960 1440 P; H , r .. '`f ..... .�.- � 188 4:12 12"O.C. 3 4 6 270 540 810 20 2 24 2 226 ell, 16"O.C. 3 5 8 360 720 1080 ;:::>' 28 263 5:12 12"O.C. 3 3 5 216 432 648 r% ,.>% ✓ 16"O.C. 3 4 6 288 576 864 32 3 301 ROOF4"V.T.R. 36 3 338 7:12 12"O.C. 3 3 4 154 309 463 I 5:12 12 1 88 16"O.C. 3 3 5 206 411 617 REMOVE EXISTING SINK, I HOFFMAN G0AY50N ARCHITECTS LLP 9:12 12"O.C. 3 3 3 120 240 360 _____� NEW BATHROOM EXISTING REMOVED M 90 HIGH STREET ALTER SUPPLY$501L __ HUNTINGTON, NY 11743 hoffman ra son.com 16 1 118 LINES AS NECE55ARY FOR r ——__ 631.549.4060 20 2 147 --� 16"O.C. 3 3 4 160 320 480 NEW LOCATION 1-1/2'I KITCHEN � —i—--r—__—, 9 y 12:12 12"O.C. 3 3 3 90 180 270 1 I 1 REMOVE EXISTING 24 2 177 SINK 1 1-1/4"1 2-1/2" 1-1/2"I FIXTURES,CAP OBSOLETE 28 2 16"O.C. 3 3 3 120 240 360 _� 1 I 1 1 1 LINES PER CODE ME I RIF, 206 DISH I LAV I _ I ALTERATION5 TO EXISTING RE51DENCE: 32 2 236 WASHER i ' "'� I 230 LESTERS ROAD MATTITUCK NY 363 265 FIRST FLOOR ; ---- 6:12 12 1 81 t-t/2" 16 1 108 135 TOP AND BOTTOM PLATE TO STUD LATERAL LIGHT, VENTILATION AND HEATING 3"c.l. C.O. CODE COMPLIANCE CHARTS, 20 2 CONNECTIONS FOR WIND LOADS C.O. s"C.I. EXI5TING BATHROOM 24 2 162 DERIVED FROM WFCM TABLE 3.5A NOTES: -_ F,45TENER SCHEDULES, ( - NATURAL LIGHT IS NOT REQUIRED WHERE ARTIFICIAL f--- 188 (EXPOSURE "B" & "C") - 2015 EDITION) LIGHT IS PROVIDED(8301.1). 1 1 —, PLUMBING RISER DIAGRAM 28 2 EXISTING BASEMENT I I - NATURAL VENTILATION IS NOT REQUIRED IN BATHROOMS, I FLED qR 32 2 215 STUD SPACING (IN.) 12 16 W.C. COMPARTMENTS AND SIMILAR ROOMS WHERE 1 I I ti5�� C Drawn by NDL MINIMUM LOCAL EXHAUST IS PROVIDED (R303.3). LAV 1 e I C. P� HoaFM Project No. 181719 36 2 242 WALL HEIGHT(FT.) 8 10 12114116 18120 8 10 12 14116118120 - HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A 1 �yG I 4e 9'L G3� Scale: AS NOTED 7:12-12:12 12 1 76 TEMPERATURE OF NOT LESS THAN 680 AT A POINT 3'ABOVE CONNECTED TO BA H „ �� Date: 3/12/18 THREE SECOND REQUIRED NUMBER OF 16d COMMON NAILS or THE FLOOR AND 2' FROM EXTERIOR WALLS IN HABITABLE EXI5TING BASEMENT SLAB 16 1 102 GUST WIND 40d BOX NAILS PER STUD TO PLATE ROOMS AT THE DESIGN TEMPERATURE (R303.10). APPROVED 5E1TIC * -� NEW SPEED : CONNECTION REVERS 20 2 127 SYSTEM - GABLE 24 2 153 G.O. (� a� 120 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MINIMUM 4%OF OPERABLE GLAZING EXI5TING HOUSE TRAP EXISTING C.I. LINE 28 2 178 NATURAL VENTILATION (OR OPENINGS) PER HABITABLE 01376 ROOM IS REQUIRED&PROVIDED 32 2 204 130 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LUMBIN RISER DIAGRAM 36 2 229 N.T.S. WOOD ROOF RAFTER RAFTER-TO-STUD CONNECTION (WHERE RAFTERS E STUDS ALIGN): •MT512 TWIST STRAP(EACH RAFTER)W/14-10d NAILS (7 EACH @ RAFTER$STUD) -OR- I RT10 RAFTER TIE(EACH RAFTER)W/ 6-8d NAILS INTO RAFTER, AREAS WHERE RAFTERS E STUDS DO NOT 6-8d NAILS INTO STUD, JACK-TO-KING STUD: JACK STUD-TO-HEADER CONNECTION: ALIGN: 8-8d NAILS INTO DOUBLE PLATE •FACE NAIL 2-16d COMMON NAILS @ 12"0. . •LSTAT METAL STRAP W/16-10d NAILS(for 111/4" HIP RAFTER NOTE:51MP50N H2 NOT ACCEPTABLE SUBSTITUTE header) RAFTER-TO-PLATE CONNECTION: - OR - -H8 W/10-10d NAILS(5 EACH @ RAFTER E PLATE) •LSTA18 W/14-10d MAILS(for o 1/4"header) PLATE-TO-STUD CONNECTION: NOTE:FOR SPANS GREATER THAN 4'-0",USE(2) SIMPSON HCP2 @ 2X HIPS •H8 W/10-10d MAILS(5 EACH @ PLATE STUD) I' METAL STRAPS AT EACH END OF HEADER SIMP50N HCP1.81 @ LVL HIPS I 6-10d x 11/2"into Rafter IV 6-10d x 11/2"into Plates STUD-TO-PLATE/FOUNDATION CONNECTION: • DOUBLE TOP PLATE H722 w/32-16d SINKERS INTO STUD,5/8" ANCHOR BOLT TOP PLATE O o WOOD STUD o,? / b IL qr ROOF-TO-WALL CONNECTION 1 WALL STUDS HEADER CONNECTIONS 4 TYPICAL EXTERIOR STUD WALL STUD-TO-RIM JOIST CONNECTION: •MBTA15 STRAP TIE(EACH STUD)W/12-10d NAILS -OR- •MT512 TWIST STRAP(EACH STUD)W/14-10d NAILS STU1/2 BEARING PLATE RIM JOIST ] 2-AC4(For 4X4 Post)W/12-16d Nails into ° Beam,8-16d Nails into Post 0 0 2-AC6(For 6x6 Post)w/12-16d Nails into 0 0 " Beam,8-16d Nails into Post MIN.DOUBLE 2X HEADER 0 ° : HIP RAFTER-TO-PLATE CONNECTION 7 NOTE: DO NOT INSTALL ONE CONTINUOUS STRAP TO CONNECT UPPER AND LOWER STUDS DOUBLE TOP PLATE 1/2"THREADED ROD REQUIRED FOR 5TU1/2 RIDGE TYPICAL EXTERIOR STUD WALL ABU44(for 44 post)W/513"Embeded CNW COUPLER NUT Anchor,12-16d Nails into post• ABU66(for 6x6 post)W/5118"Embeded 1/2"ANCHOR BOLT W/MIN.G" Anchor,12-16d Nails into post- SIMPSON C520 EMBEDMENT,6 3/8"CLEARANCE TO •®• 1.1/4"20-5AUGE STRAP W/ EDGE OF CONCRETE o 10.10d NAILS(5 EACH END • , WALL-TO-WALL CONNECTION 2 P.G.PIER,FOUNDATION OR SLAB , HOLLOW COLUMN 50L1[D POST " TYPICAL EXTERIOR 5TUD WALL STUD-TO-RIM JOIST CONNECTION: •MSTA15 STRAP TIE(EACH STUD)W/12-10d NAILS COLUMN UPLIFT CONNECTIONS ROOF RAFTERS OR- 5 PER FLOOR PLAN •MT516 TWIST STRAP(EACH STUD)W/14-10d MAILS RIM J015T 2-15d COMMON NAILS @ 16" O.G.FOR FULL HEIGHT OF STUD 3)2X CORNER STUD (TYP.) RIM J015T-TO-SILL CONNECTION: •LTP4 FRAMING PLATE @ 16"O.C.W/12-8d NAILS > 0 0 e SILL-TO-FOUNDATION CONNECTION: ° DOUBLE SILL PLATE •5/8"DIA.ANCHOR BOLT,NUT WASHER @ 36"O.G. T' 2-16d COMMON NAILS @ 16" PRE-DEFLECTED HOLD-DOWN ° MIN MUM EMBEDMENT,1'-0"MAX.FROM CORNERS CONNECTOR: O.C. • ° NOTE:FOR 2-STORY HOUSES W/RO�1F PITCH GREATER 51MP50N HDU2-5D52.5 W/6- THAN 7/12,ANCHOR BOLTS MUST SPACED 23''O.C. 5D51/4"x2-1/2"SCREWS FOUNDATION HDU2-5D52.5 PREDEFLECTED HOLD DOWN II DOUBLE TOP PLATE RIDGE 1 RAFTER CONNECTION 8 U 0 5/8"DIA.ANCHOR BOLT 0 WALL TO FOUNDATION CONNECTION 3 THREADED ROD TYPICAL EXTERIOR STUD WALL WOOD BEAM TYPICAL CORNER TIE-DOWN TYPICAL CORNER TIE-DOWN SECTION TYPICAL CORNER TIE-DOWN PLAN DETAIL @ FOUNDATION BETWEEN FLOORS m 5TUD-TO-PLATE CONNECTION: HOLD DOWN CONNECTION 2X FLOOR JOIST PER NTS 6 FLOOR PLAN •SP1 SIMPSON TIE @ EACH STUD W/6-10d NAILS @ STUD e 4-10d NAILS @ PLATE SIMPSON LUS HANGER OR EQUAL SILL-TO-FOUNDATION CONNECTION: Q DOUBLE SILL PLATE •5/8"DIA.ANCHOR BOLT, NUT&WASHER @ 36"O.C. 7' MINIMUM EMBEDMENT,1'-0" MAX.FROM CORNERS k� NOTE: FOR 2-STORY HOUSES W/ROOF PITCH GREATER Ca THAN 7/12,ANCHOR BOLTS MUST SPACED 23"O.C. / FOUNDATION � .. ' ., ,,� k `r a. rNry WALL TO FOUNDATION CONNECTION 10Aal s> s 2X8 JOISTS: LUS26 18 GA 4-10d @ HEADER 4-10d @ JOIST 2X10 JOISTS: LUS28 18GA 6-10d @ HEADER 4-10d @JOIST . :: . y . FOR PANEL SPANS 4'-0"AND GREATER: MULTIPLE SECTION 2X JOIST-TO-BEAM FLUSH CONNECTION 9 ,,. ASSEMBLY r NTCJ. y / •23/32 APA SPAN RATED 48/24 SHEATHING GRADE J PW_ 1/4"THICK BOLTS 24"O.C. G_.i'` 'e xis': PLYWOOD OVERLAP 4"AROUND OPENINGS) ((�� r' r �:u.36:i •2X4 STRONG-BACKS @ 24"O.C. I I, HOFFMAN GRAYSON ARCHITECTS LLP r- NGTON, NY 11743 ASSEMBLY: � I 90 HIOH STREET HUN I 1 PREASSEMBLE PLYWOOD TO 2X4s:#10X3"(w/ , IrI, I r ho6ff31.549.4060 om WASHERS)GALVANIZED OR STAINLESS STEEL WOOD SCREWS @ 12"O.C. I I I I r' ramEne . E. 2-ATTACH STRUCTURAL PANEL: FASTEN TO BUILDING I wl#100"(w/WASHERS)GALVANIZED OR STAINLESS ALTERATIONS TO EXISTING RESIDENCE: I 1(- STEEL WOOD SCREWS @ 16"O.C. I 230 LESTERS ROAD MATTITUCK I I- , NY II II METAL STAPPINS DETAILS II II '(�FtED ARC • DL STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION OF WINDOWS 11 ,�.5 PSR HOFp� Proje tNo. 1817119 �-V n Scale: AS NOTED Date: 3/12/18 01376 NES NEW WOOD STAIR: 7-01/2" 121-51, 6'-61/2" 4'-10" -.9-1/2"WOOD TREADS ALIGN Ct CL 4'4' e- •RISERS NOT TO EXCEED 8-1/4" 2-0'4-8" 5-0`4-8" 24''4-6, (2)7 6N44-- --------7 •HANDRAIL @ 36"ABOVE N05ING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 105 2'-0"x4' Picture Casement , (Egress) n Casements(Egress) Co5ements REMOVE PORTION OF EXISTING FLOOR H Tr FRAMING FOR NEW STAIR WO10 LEDGE OVER UJWATION WALL 2X6 MCA TREATED NEW WOOD 37A Z TC BA�El`I:NT BEL EXISTING BASEMENT TO BE FINISHED DECK JOISTS OSMOKE X (REG.ROOM) aa + Eel fr. < EXISTING FOUNDATION WALLS, INSTALL HOT-DIPPE I 36"HIGH HANDRAIL PER r _L_JIDOUBLE TRIMMER 13 I FOOTINGS,SLAB TO REMAIN I I GALVANIZED CONNECTORS 36"HIGH HANDRAIL PER CODE. 4"VIA.STEEL PIPE COLUMN INSTALL 1/2"GYP.130.-OR-SUSPENDED I I IBE06M 2 BEDROOM 1 BALUSTERS SHALL NOT ALLOW ;*t TILE CEILING. X L -J ON NEW 24"X24"XIT CONC. PA55AGE OF 4"DIA.SPHERE. MAINTAIN 6-8`MIN.CEILING HEIGHT FOOTING 3ro"HIGH KNEE WA I I -- — X 47 THROUGHOUT LJOR GAUPD SMOKE 43 1 (� k-71 th RAI.PER CODE 0+C.O. 0 EXISTING In E5 (2)1-3/4"X.9-1/4`FLUSH LVL HEADER -1 EQUIPMENT TO EXISTING DOUBLE JOIST V- III.- -I I In kb CHIMNEY ;�1 9 1 1 11 BE REMOVED r 11- 1 1 EXISTING 1 41/2" I I FOUNDATION Cal 134' 1 41/2" 8,-11112,,,1- 1 0" BENEATH NEW POST ABOVE V-- 1�� 11 124" 41/2" -MASONRY LINE OF WOOD 57EP5 LU In I I I I,....�I . . 0 1 1 1 1 1 X EXISTING FLOOR FRAMING 111 CHIMNEY ABOVE VP rV7 M NEW 4"DIA.STEEL PIPJ OR I t CONCRETE PAD FOR TUBE COLUMNS w WELDED SMOKES SMOKE STRINGERS TOP�BASE PLATES O11ER DET. ODET. EXISTING FOUNDATION FAMILY ROOM I : WOOD POST EX15TING DROPPED GIRDER TO REMAIN (FORMERLY GARAGE) 11 WOOD STEPS TO F 7-ii��10GATION ABOVE COLUMNS TO REMAIN X GRADE -—-—-—-—-—- NEW OP N,11i, . 1? 1? 5�k 1 1i I N ") 1? r ial I" " COVERED NEW FINISH WALLS AT PERIMETER 6 2X4 WOOD STUDS @ 16"O.C.OVER REMOVE PORTION OF NEW 4"DIA.57EEL PIPE OR TUBE COLUMN,, LINE OF NEW LIVING ROOM KITCHEN SMOKE PORCH EXISTING CONCRETE WALL W WELDED TOP$BASE PLATES OVER 24 PORCH ABOVE A MCA TREATED SOLE PLATE OVER FELT X 24"X 12"POURED GONG.FOOTING. REPLACE EXISTING FLOOTINO W/ NEW HARDWJOD 0+C.O. X.9 "LVL & (3)1-3/4 -114 STRIP FLOORI S •R-13 MIN.INSULA71ON HEADER SUPPORTS NEW HARDWOOD STRIP F LOORING 11 k 3-8" 1/2"GYP.13D.TAPE[)�SPACKLED FLAT GYR130.110EILINS @ 6-0" ;HREE COATS EXISTING GIRDER REMOVE CEILING E FRAMING, 1-11 1 1--LL-1 t- I y- INSTALL NEW CATHEDRA-CEILING MARBLE SADDL ALIGN ALIGN 1——1-11 11 PER SECTION NEW PORCELAIN TILE CONG.PIER MIN.44 MCA ; ON UNDISTRUBED TREATED POET r————————-- I - - FLOORING OVER EXISTING 12"01A. b CO SLAB(THINSET i ICONTINUOUS FROM o 10-� SOIL 5-0"MIN. PIER TO PORCH ISLAND W INSTALLATION) bFLC; OVERHANG BELOW N� EXISTING NEW HOT WATER I GRADE TYP. ROOF(TYP.) wu 3-0"X 7-0"O.A. RANGE /IV BATHROOM MECHANICAL � II � \1 STORAGE INSTALL METAL EXHAUST VENTED W 7 POST BASE AND TO EXTERIOR PER INSTALL 3/8"TYPEA 2X8 MCA TREATE LEDGER LU r REPLACE EXISTING CAP CONNECTORS CODE -GYP.BE).CEILING ;Ii_::_I3OAR0 CONNEC111ED 10 EXISTING BATH 1 102 FIXTURES I I CONSTRUCTION L DGER- FINISHES § .01 LOCK SCREWS 41/2" W-0 3/4" 41/2" -REPLACE G-ARAGE DOOR WITH NEW NEW DIRECT-:U: VENT BOILER -=WINDOW,FILL LOWER PORTION OF CLOSET till I i I — \ . li OPENING WITH 8"CMU. EXISTING HEADER TO REMAIN Lj 1 11 11 F— L' 2'-7x4'T- ' - — — — — — — — -- — — — — — — — — — — — — — — — — — _J BOI 2'4'x4'-6" 4'-4"x4'6" 2-4`4-6' —gCosement Picture Casement 1@ 52)2-74-0`Casements ALIGN Casement Picture Casement 7-0"Head Height) 5/4 X 6 DECEIgG... 2X8 MCA TREATED WOOD LANDING DECK JOISTS @ 16"O.C. -T- STEPS TO GRADE CL 12"DIA,CONC.PIERS TO 5-0" KIN.BELOW GRADE (2)2X8 MCA TREATED 36"HIGH HANDRAIL PER CODE, BALUSTERS SHALL NOT ALLOW 4 X 4 MCA TREATED POET OVER HEADER PASSAGE OF 4"DA SPHERE GONG,PIER 7'-0 1/2" .9'-T 17-6 1/2" LINE OF WOOD LANDING -------------- A AND STEPS ABOVE CONCRETE PAD;OR STRINGERS -BASEMENT FOUNDATION PLAN 'I[ PROVIDE CONCRETE$STONE LANDING AT GRADE, FIRST FLOOR PLAN SCALE: 1/4"z:1'-C" PATHWAY AND LANDSCAPING BY OTHERS SCALE: 1/4"=1'-0" NOTE: NEW WINDOWS TO BE RATED FOR IMPACT RESISTANCE 030 MPH WIND,MISSILE'C'TEST)-OR- PROVIDE OF'ENING PROTECTIVES PER DETAIL 111A-1c 6 R311.7 STAIRWAYS: R311.7.7 Stairway walking surface. The walking surface of treads and landings of t irways shall b sloped not steeper than one unit vertical in 48 inches horizontal R311.7.1 Width. 36"min clear width at all points above the permitted handrail height and 1211percent slopel. (2)1-3/4"X 9-1/4"LVL HEADER below the required headroom he ht. Handrails shall not project more than 45'on :T either side of the stairway,and 4 min.clear width of the stairway at and below the R311.7.8 Handrails. Hari shall be provided on at least one side of each handrail height,including treads and landin hall not be less than 31.5"where a continuous run of treads with four or more risers. handrail is installed on one side and 27X're"handrails are provided on both sides. 8311.7.2 Headroom. 6-8"min.in all parts of the micasured vertically from the IZ311.7.8.1 Railing Height. 34"-38"measured vertically from nosing. stairway sloWd plane adjoining the tread nosing or from the floor 1,ulfaice of the landing or 8311.7.8.2 Continuity. Handrails to be continuous from ofoint directly L 0 A- platform. above the top riser to the lowest riser.Handrail ends shall be returned or shall terminate in newel posts or safety terminals.Handrails �2 R311.7.3 Vertical Rise. Flight of stairs shall not have a vertical rise larger than 147' adjacent to a wall shall have a 1-1/2" min.clear space between wall between floor levels or landings. and rail. MIN.4X4 MCA TREATE POSTS ANCHORED TC 8311.7.4 Walkline. The walkIlie across winder treads shall bje concentric to the curved 8311.7.8.3 Handrail Grip Size. All required handrails shall be of one o� direction of travel through the turn and located 12"from the side where the winders are the following ty 6 or provide equivalent grospabililry. GOING.PIERS,IN57ALL narrower. The 12''dimension shall be measured from the widest point of the clear stair 1. �1.pe I. Handralls with a circular cross section shall have an outside CONNECTORS (TYP.) width at the walking surface of the winder. diameter of 1-1/2' min.-2"max. IF not circular it shall have a perimeter of 4"min.-ro-114"max.with a max. cross section o�2-1/4% R311.7.5 Stair treads and risers. Ci 2.Type 11. Handrails with a perimeter greater than 6 "shall provide 4.4�/� , R311.7.5.1 Risers(NY5 Supplement)Riser heigIlht shall be not more thor a graspable fl or recess area on both sides of the profile.The recess shall 8-114"measured verticaly between leading edges Y the adjacent treads.The greatest be�,inwithin o istonceof3/4" measured vertically from the riser height within any flight of stairs shoF not exceed the smallest by more than 0318". to est portion of the profile and achieve a depth of at least 51161, X U-1 I Risers shall be vertical or slued from the underside of the noasing of the tread above at within 7/8"below the widest portion of the profile. This required depth shall continue an angle not more than 30'from the vertical. Open risers arre permitted provided that for at least 318'to a level that is not less than 1-3/4"below the tallest the openings located more than 30",as measured Open tro the floor or grace below tion of the a' rofile. The min.width of the handrail above do rbpermit the passage of a 4"diameter sphere. portion recess shall be 1-1/4"to a max.2-K4% Edges shall have a min.radius of 0.01". 8311.7.5.2 Treads.(NYS Supplement)Tread depth shall not be less than 9"as measured horizontally between the veHcol planes of thee foremost projection of R311.7.9 Illumination.Stairways shall be provided with illumination in accordance adjacent treads and at a right on, k to the tread's lea in eple.The greatest tread with Sect.8303.7 depth within any flight a shall not exceed the srrd Isis by more than 318". o EXISTING RIDGE — - — - — - — - — - — - — - - 8311.7.5.2.1 Winder Treads. Windier treads shall have a # X tread depth not less than 10"measured between the vertical 0ones of the foremost 8312.1 GUARDS. HATCHING DENOTES rejection of adjacent treads at the intersections with the wal ine. Winder treads shall X have a tread depth of not less than G"at any point within the clear width of the stair. R312.1.1 Where Required. Guards shall be located along open-sided AREA OF IZOOF-OVER Within any flight of stairs,the largest winder tread depth at the walk-in shall not exceed walking surfaces, including stairs,romps and lonaings,that are AV the smallest winder tread by more than 318". Consistently shiaped winders at the walk- located more than 30"above the floor or grade below at any F A^ O.C." 00. in shall be allowed within the some flight of stairs as rectiongullar treads and do not have point within 36"horizontally to the open side.Insect screening shall not be % 2X10 R.R. 161,O.C. P.R. to be within 318"of the rectangular freod depth. considered a guard. U 8312.1.2 Height. Required guards atopen-sided walking surfaces, R311.7.3.3Ncsingis. The radius of curvature rit-the leading edge of the including,porches, balconies or landings,shall be not less than LU U-1 0 A 0 1 tread shall be no greater than'316". A nosing not less than J/4 but not more than 36"in height measured vertically above the adjacent walking Mi. OL 1-1/4"shall be provided on stairways with solid risers.The greatest nosing projection surface or the line connecting the leading edges of the treads. 5W 2X6 R.R. 16"O.C4, 3 shall not exceed the smallest by more than 3/8"between two stories,inc L ing the A 2X(5 5LCPJD CEI \4 �XA G.J. 16"O.G?'i A & 5! nosing at the level of floors and landings. Beveling of nosing shall not exceed 1/2". R312.1.3 Opening limitations. Req fired guards shall not have openings JOISTS 13 from the walking surface C the required guard height that 4 :J 43 low the passage of a 4 did.sphere. -0 CEILING JO TS FACE- C), R311.7.6 Stair Landings. There sholl be a foor or landin at,tire top.and bottom of each NAILED TO P.R. . The width erpendicular to direction of travel shall kbe not Ix width Exceptions: 'I ry'l 1.The triangular owning,formed by the riser,tread od bottom roil of 5t' the I that a Till -Ji and at e open side a a s airway are permitted to be of such a size that a M; rway 6 d.'the de h in the direction of ravel shall a not less than 36" ph 'p,ermtt d' here cannot pass through u rt h as 't 2.Opening for required guards on the sides stair treads shall not >< 4— allow 4-3/8"sphere to pass through. Oki Exception:Landing is not required at the topofain interior fligIlm,ofstai t \% 0i � : -::;;; Ins, including stairs in on enclosed garage,provided cdoor does not swing over th 41 elf stairs. N eA li iI A flight of stairs shall not have a vertical rise larger Char 12 fleet between floor levels or landings. CONSTRUCTION LEGEND F The width of each landing shall not be less than the width of this stairway served. All NEW HEADER landings 36"min.in direction of travel. ——————————————— HOFFMAN GRAYSON ARCHITECTS LLP DOWN TO FOUNDATION ——————————————— EXISTING CONSTRUCTION TO BE REMOVED(DEMO) 90 HIGH STREET HUNTINGTON, NY 11743 5TAIR I$ GUARD NOTES EXISTING FRAME CONSTRUCTION TO REMAIN hoffr631.54-9.4060 om NEW FRAME CONSTRUCTION 1,ME * i ROOF FRAMING PLAN NEW FRAME SHEAR WALL CONSTRUCTION ALTERATIONS TO EXISTING RESIDENCE: SCALE: 1/4" T-O" —------ EXISTING MASONRY CONSTRUCTION TO REMAIN 2.30 LESTERS ROAD WINDOW DOOR HEADER SCHEDULE MATTITLICK, NY (UNLESS OTHERWISE NOTED ON DRAWING) NEW MASONRY CONSTRUCTION mm FOUNDATION / BASEMENT PLAN, WIDTH OF(OPENING HEADER SIZE: EXISTING CONCRETE CONSTRUCTION TOREMAIN 19T FLOOR PLAN, ROOF FRAMING INTERIOR: EXTERIOR: PLAN T NEW CONCRETE CONSTRUCTION �cJ1� RE-D A&C LE55 THAN 2-0" (2)2X6 (3)2X6 Hopp 61/1 Drawn by NDL UP TO 4'-0" (2)2X8 SOLID WOOD BLOCKING Project No. 181719 (3)2X8 Scale: AS NOTED - --- -- —--— -- — STRUCTURAL MEMBER ABOVE Date: 3/12/18 UP TO 6-C" (2)2XIO (3)2X1O STEEL PIPE OR TUBE COLUMN UP TO 6.0" (2)2X12 (3)2X12-OR- © ® (2)13/4"X 91/2' LVL (P 4- 0 OKE E)i EMT. SADDL I 7/,�7 TTEL"PEA 7EF -T POET:cnv7� UP TO 10'-0" (2)13/4"X 117/8"LVL (2)13/4"X 117/5'LVL FRAMING ARROW 013763 N EXISTING MASONRY CHIMNEY TO REMAIN, LOUVERED,SCREENED GABLE VENT INSTALL COPPER FLASHING AT INTERSECTION W/NEW PORCH ROOF RE-FRAME PORTION OF ROOF OVER NEW REVERSE REPLACE EXISTING ROOF PORTION OF EX15TING ROOF TO BE REMOVED a . e INSTALL ICE$WATER SHIELD MEMBRANE+METAL BEYOND I Z� -T 1 T L_T I �� 12 12 GABLE-REFER TO FRAMING PLAN SHINGLES AND UNDERLAYMENT- NEW REVERSE GABLE - J REFER TO SECTION DRAWING - T r r- / FLASHING AT VALLEYS TYP. EXIST!INS GABLE ROOF TO - �`,` EXISTING RIDGE RE^`,41N ---------- -__ - ` r--___--__ --� 1_ r nn z_ ---- - - NEW PORCH ROOF NEW REVERSE GABLE - - - EX15TING MASONRY CHIMNEY - i \ 11 __T --L===r =.-- T =�--- - _._ ICE$WATER MEMBRANE AT (TYP.) ir=- -- - -- - - - - -- _ — - - -- COPPER STEP FLASHING - EDGE OF EXISTING ROOF,CNTINUE IN SAME P J ` •. !"ti'. AO PORCH ADDITION LANE . _______ -�- - - 1X AZEK FRIEZE BOARD TO ENGAGE WINDOW HEAD CASING(TYP.) — / 3 -- PORCH ADDITION - REMOVE EXISTING CLADDING BUILDING PAPER THROUGHOUT ` AZEK TRIM AT PORCH POSTS(TYP.) .... ...... .. INSTALL NEW VINYL SHINGLES �/ AZEK TRIM A'PORCH P05T.S SIMILAR)OVER HOUSE WRAP [, �??` CEDAR IMPRE55IONS OR j ��— : Jam- - — - - - I - -- - - - -- - L- - - /' GUARD RAIL NOT REQUIRED- FINISHED PORCH SURFACE LE55 __J _I ___1___ I d-_�__,�� THAN 30"ABOVE ADJACENT GRADE L--------------- --._.---J ------------- 1 I I I I I I I / I I WOOD LANDING$STEPS TO I I r LINE OF NEW CONC.PIERS GRADE,36"HIGH HANDRAIL PER / I I CODE \ G 59 X15TING RETAINING WALL TO ( I I I ( ( I I I I I 9 �_J REMAIN , 1 -------------------------------------------------- t I REPLACE EXI5TINC GA"ZAGE DOOR WITH WINDOWS,CLOSE LOW PORTION OF WALL W/8"CMU EXISTING HOUSE WEST (FRONT) ELEVATION IKT_-� SOUTH RIGHT SIDE ELEVATION 2 SCALE: 1/4"=1'-011 SCALE: 1/4"=1'-D" 12 12 L �r -I - °��' PORTION OF EXISTING ROOF I T I -7 L_ 71 - r- 1 S QTS I I r L /-_-_____ __ _____ --- 1 OB=REMOVED r 1-r I iZJ � / v - - - -__ ---� - r-L --I-T -L I -T1 Lr L ��; T �- PTL- LI _. .. .... :. PORTION OF INC ROOF T TO BE REMOVEDT - I - -I_77 �~`� I_I T' - / i _ -T_LL NEW PORCH ROOF -_71 - �y LTA L t / 1 - -- - - -- - - - -1q � I � Z i T ............ ............ . .. ........ ............ .......... _............_............................................. r i EG -55 EGRE55 /ul I \ I � _ L 1 1 � i t I I I I I I I I I I I I I L_J I I I EAST REAR ELEVATION 3 I NORTH LEFT SIDE ELEVATION 4 SCALE: 1/4"=1'-0" A•3 I SCALE: 1/4" =11.011 A•3 I ri Li L-------- —•--------------------.-.-._.._—.-_.....__...------__---------J L-------------------------------------- J 2X4 COLLAR TIE AT EACH RAFTER SELF-ADHERING ICE WATER .;.r `.':::... j... /� / R-38 MIN.CLOSED-CELL,SPRAY-FOAM ,:; `%/ .. INSULATION RIDGE BOARD PER ,::' MEMBRANE AT VALLEYS(TYP.) - FRAMING PLAN INSTALL PREFAB BAFFLES TO MAINTAIN 1" <. ';- /,' LRU CONNECTOR AT EACH RAFTER AT x..: ROOF-OVER CONSTRUCTION TYPICAL ROOF CONSTRUCTION (R-38): CONTINUOUS AIRSPACE AT CATHEDRAL CEILING / j r ARCHITECTURAL GRADE,ASPHALT ROOFING SHINGLES(GAF TIMBERLINE HD)OVER 2X NAILER CONNECTED TO EACH RAFTER 12 12 T T L 1 �_ _ _ _ 7_ •_1 _,_ I _ _ _ I _ _ FIBER-REINFORCED,30#FELT APPROVED BY ROOFING MANUFACTURER _ - W/LEDGERLOK SCREWS r — ,�./ /100 _T_t L_. C I_-- _L_ -�_. - - -L- -_ _ g ,:�, ,. g •5/8"MIN.EXTERIOR GRADE PLYWOOD SHEATHING -- -�-�- -I - -r I ;--- -I T - � -'-- -L_ � T WOOD RAFTERS PER FRAMING PLAN PER FRAMING PLAN _-L� - T�_L / �- NEW ROOF HEADER �L - L L r --- a:: -- � -I - - T _ R-38 MIN.INSULATION AT ATTIC OR ROOF AS APPLICABLE �-�L- • C r I _ •PR�MOLDED BAFFLES TO MAINTAIN 1"CONTINUOUS AIR SPACE AT CATHEDRAL CEIL11.�5 r � � 2x LEDGER FASTENED TO _�, _L __ � �—_� � � �_ �__ _L _—.�-_ � z= �_ _- LT -- s T -- - — BIRDMOUTH •. - , . , . ., ,• .. �; . •,, ,,. �;F T D / R- s —r - - - NAILED TO RAFTERS - EACH 5 U W LEDGE �� r �� -r __- TLL �i z�_ GUT AT � . .s _ � • /., , LOCK SCREW -'- - - TL_ - ��TST�T� T--'--r '_- L INSTALL METAL RAFTER - ' _ -- _ r BEARING INSTALL PREFAB BAFFLES TO ''o. ' � >r S KNEE-WA - .. � �.:�" MAINTAIN 1"CONTINUOUS AIR SPACE HANGER @ EACH RAFTER mom' ,-.. FROM SOFFIT VENT TO ATTIC r V. _ s ' EXISTINGROOF$CEILING 12 R-38,CLOSED-CELL SPRAY-FOAM — >-' CONSTRUCTION TO BE HURRICANE TIES PER ATTIC ? ' / 5 R-38 INSULATION AT ATTIC(TYP.) . t INSULATION AT CATHEDRAL CEILING ,,' >>- y STRAPPING DETAILS �_:£: _ _. _ __ x l l tsl - _ y x t a z . t x G OOM FREMOVED ( t , l l 3 17 I AAl i t I M A A 1 I t �, PLATE HEIGHT@FAMILY ROOM ------------------------------------ =-- � ;: �. .; i� :.: I --------------------------------------- ... I IIys L 8.0 A.F.F. AZEK TRIM OVER - BEDROOM 1 CLOSET.. BEDROOM 2 LIVING ROOM HOFFMAN GRAYSON ARCHITECTS LLP HEADER I, NEW I 90 HIGH STREET COVERED, i CLOSED-CELL,SPRAY-FOAM HUNTINGTON NY 11743 OPEN PORCH r �� ,� i ♦ INSULATION AT EXISTING EXTERIOR WALLS,FULL DEPTH(R-21) 631.549.4060 I hoFinamgraysom.00m 3"MIN.SPRAY-FOAM z SOLATION ALONG P05TED DOWN TO R NEW ROOF KITCHEN BEYOND EXISTING MA50NRY CHIMNEY TO REMAIN PERIMETER T FLOOR$ I NEW STEEL COLUMN CEILING PLATFORMS(TYP.) , $FOOTING CLOSED-CELL SPRAY-FOAM ALTERATIONS TO EXISTING RESIDENCE: COMPOSITE DECKING 0 230 LESTERS ROAD OVER MGA TREATED i� \� I LIVING ROOM �^ FLOOR PLATFORM ALONG OF MATTITUCK NY JOISTS , PLATE HEIGHT @ FAMILY ROOM 'r t.' .rY,i'r. rz.7r' x�,.e' .ri. :ar rfn A?TnYrx, r,.7, x-A,:,(a- ii1, rYfrj• ,r:r-tt-f„ %?'f rrz rx,-r,Yl ra:�r n�-,7-i)- Y, xrfJnr Y*, -rrrn -r m,}„ _ _—— —— 71 8-0'A.F.F. —— —— — —-- _— _ GRADE GRADE v INSTALL 1/ P.BD. EXISTING TRIPLE J015T EN TH i� AMILY ROOM NEW FINISH BASEMENT WALLS: FAMILY ROOM EXISTING FLOOR FRAMING ELEVATIONS SUSPENDED TILE CEILING BASEMENT NEW WALL i •2X4 WOOD STUDS @ 15"O.G.OVER FORMERLY GARAGE TO REMAIN REMOVE MGA TREATED SOLE PLATE OVER FELT ( ) X15TING SECTIONS THROUGHOUT BASEMENT- TO BE FINISHED I / •R-13 MIN.INSULATION IN57ALL ACOUStlC BATT i i DOOR,CLOSE MAINTAIN 6'-8"MIN.CEILING EXISTING GRE ER AND II II INSULA71ON t WALL PROVIDE GON •ORMAINTAIN HEIGHT COLUMNS(TY .) INSTALL ACOUSIG i •1/2"GYP.BD.TAPED$SPACKLED D PAVER LOWERLANDING BATT5 AT FIRST FLOOR 1 OPENING FtE AR U PLATFORMi THREE COATS,PAINTED IN57ALL 1/2"GYd.BD.CEILING ' -(�G C • EGRESS i 5 Drawn b NDL CONC.PIERS PER i OVER EXISTING JOISTS NEW 8'-0" \ R HOF Y r EGRE55 WINDOW SILL HEIGHT NOT I P� FM Project No. 181719 FOUNDATION PLAN TO r TO EXCEED 44"ABOVE FINISHED EXISTING FOUNDATIONS, ' ' OPENING �� \S`�( 9� �� Scale: AS NOTED BEAR ON UNDISTURBED , x NEW COLUMN•¢FOOTING ` NOTE:6'-8"CEILING HEIGHT FLOOR(TYP.) i Date: 3/12/18 SOIL 3'-0"MIN.BELOW �\ �\ FOOTINGS,SLAB TO REMAIN PERMITTED AT HABITABLE I GRADE SPACES IN EXISTING PORCELAIN TIL OVER x x BASEMENT PER IRC AJ601.4 EXISTING SLAB GRADE 013763 . LONGITUDINAL SECTION s CROSS SECTION 6 NES SCALE: 1/4"=1'-011 SCALE: 1/4"=1'-011